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SCHEDULE OF BASE MARKET VALUES OF URBAN & AGRICULTURAL LANDS
&
SCHEDULE OF BASE UNIT COST OF BUILDINGS & OTHER STRUCTURES
Republic of the Philippines City of Tagbilaran September 3, 2018 HON. JOHN GEESNELL L. YAP II City Mayor City of Tagbilaran
Sir: I am respectfully submitting herewith for your review, and Indorsement to the 13th Sangguniang Panlungsod for approval and enactment of ORDINANCE adopting the same, pursuant to Sec. 212 of RA 7160, the proposed Schedule of Base Market Values for Lands and Base Unit Cost for Buildings & other Structures (Schedule of Values for brevity) which shall be used as basis in the conduct of 2017-2019 general revision of real property assessments within the assessment jurisdiction of Tagbilaran City. This revision which will take effect in 2020 is in compliance with the mandate of Sec. 219 of said RA 7160 relative to the conduct of general revision by all government units once every (3) years, starting 1991 – the approval of the New Local Government Code. Please be notified that this proposed Schedule of Values are based on the Market Data Analysis which were effected in buying and selling lots within the assessment jurisdiction of our city. This proposed market valuations which are now subject to your review and approval has an average increase of 66.41% for lands and 30.65% for buildings and other structures. The conduct of our partial revision works shall immediately start upon approval of this Schedule of Values and regardless of when completion shall be, its effectivity will be on January 01, 2020. All real properties which may not be revised ON TIME due to the delayed approval of this schedule shall pay their taxes on 2020 based on their old (2008) assessments, but receipts for their tax payments shall be noted, “subject to adjustment upon completion of general revision works” PREMISES AFORECITED, it is most respectfully requested that approval of this Schedule of Values be made the soonest time possible.
Very truly yours, LIVIO K. SARABIA M.P.A., R.E.A. City Assessor
TABLE OF CONTENTS Office Order
-
1
Schedule of Base Values for Commercial, Industrial Residential Lands
-
1 - 14
Unit Land Map Value
-
15 - 29
Statement of Sales Values for Commercial, Industrial & Residential Lands
-
30 - 34
Tabulation of Sales Values for Each Class of Commercial, Industrial & Residential Lands
-
35 - 58
Computation for the Unit Market Value for Commercial, Industrial & Residential Lands
-
59 - 83
Criteria-Sub-Classification of Lands situated in Commercial, Industrial & Residential Lands
-
84 - 87
Schedule of Base Unit Values for Agricultural Lands & Productive Plants
-
88
Statement of Sales Values for Agricultural Lands
-
89
Tabulation of Sales Values for Each Class of Agr’l. Lands
-
90
Computation for Unit Market Value for Agr’l. Lands
-
91 – 106
Productivity Classification
-
107 – 109
Types of Roads/Appraisal of Timber & Forest Lands/ Appraisal of Mineral Lands/Appraisal of Machineries
-
110
Classification of Buildings & Improvements
-
111
Kinds of Buildings
-
112 - 113
Table of Building Cost as of 2017
-
114
Schedule of Extras Specifications
-
115 116
Estimating Depreciation
-
117 – 118
Valuations of Building & Other Structures
-
119 – 120
Assessment Level
-
121
Miscellaneous Provisions
-
166 - 122
Computation non the Base Unit Construction Cost of Buildings & Other Structures
-
123 - 279
Republic of the Philippines City of Tagbilaran OFFICE OF THE CITY ASSESSOR OFFICE ORDER NO. Date
TO
:
All Employees This Office
Pursuant to the provisions of RA 7160, otherwise known as the Local Government Code of 1991, the following Schedule of Base Market Values of Urban & Agricultural Lands and the Schedule of Base Unit Cost of Buildings and other Structures are hereby prescribed as basis in the appraisal and assessment of real properties situated within the assessment jurisdiction of Tagbilaran City in the furtherance with the conduct of the 2014-2016 General Revision of Real Property Assessments which shall take effect in the year 2017 as required under Sec. 219 of RA 7160, subject however for review and enactment of ordinance by the Sangguniang Panlungsod of this city. I.
SCHEDULE OF BASE MARKET VALUES FOR COMMERCIAL LANDS 1st District 2008 Mkt. Val. per sq. m.
Location Avenue, Street, etc.
2017 Mkt. Val. per sq. m.
Sub-Classification Classification
Along CPG East Avenue From JS Torralba St. to JA Clarin St. From JS Torralba St. to S. Matig-a St. From S. Matig-a St. to M. Parras St. From M. Parras St. to BBM 5
2,210.00 1,300.00 410.00 310.00
3,320.00 1,950.00 700.00 500.00
C-4 C-7 C-12 C-13
Along F. Sarmiento St. From JS Torralba St. to JA Clarin St
2,210.00
3,320.00
C-4
Along V.P. Inting Avenue From J.A. Clarin St. to San Roque St. From San Roque St. to S. Matig-a St. From S. Matig-a St. to M. Parras St. From M. Parras St. to BBM 2
960.00 640.00 410.00 410.00
1,440.00 1,060.00 700.00 700.00
C-9 C-11 C-12 C-12
Along Blumentritt St. From Lourdes St. to San Roque St.
310.00
500.00
C-13
Along San Jose St. From JS Torralba St. to J. M. Basa St.
310.00
500.00
C-13
Along T. Butalid St. From T. Butalid St. to Causeway
410.00
700.00
C-12
Along Franklin St. From T. Butalid Drive to J.M. Basa St.
310.00
500.00
C-13
Along JS Torralba St. From CPG East Ave. to Gallares St. From Gallares St. to Butalid Drive
2,210.00 1,300.00
3,320.00 2,750.00
-1-
C-4 C-6
2008 Mkt. Val. per sq. m.
Location Avenue, Street, etc.
Along JA Clarin St. From CPG East Ave. to V.P. Inting St. From V.P. Inting St. to Butalid Street
2017 Mkt. Val. per sq. m.
SubClassification
1,300.00 410.00
1,950.00 700.00
C-7 C-12
Along Lourdes St. From V.P. Inting St. to San Jose St.
310.00
500.00
C-13
Along Mendoza St. From CPG East Avenue to V.P. Inting St.
410.00
700.00
C-12
Along San Roque St. From V.P. Inting St. to J.M. Basa St
310.00
500.00
C-13
Along J.M. Basa St. From San Jose St. to Franklin St.
310.00
500.00
C-13
Along S. Matig-a St. From CPG East Avenue to V.P. Inting St.
410.00
700.00
C-12
Along E. Butalid St. From CPG East Avenue to V.P. Inting St.
310.00
500.00
C-13
Along Del Rosario St. From CPG East Avenue to V.P. Inting St.
310.00
500.00
C-13
Along M. Parras St. From CPG East Avenue to V.P. Inting St.
310.00
500.00
C-13
Along CPG North Avenue From J.S. Torralba St. to H. Grupo St. From H. Grupo St. to B. Intong St. From B. Inting St. to M.H. del Pilar St. From M.H. del Pilar St. to S. Visarra St. From G. Visarra St. to J.C. Borja St. From J.C. Borja St. to Ma. Clara St.
4,200.00 4,200.00 4,200.00 4,200.00 3,500.00 3,500.00
6,300.00 6,300.00 6,300.00 6,300.00 5,250.00 5,250.00
C-1 C-1 C-1 C-1 C-2 C-2
Along J.S. Torralba St. From Butalid Drive to Gallares St. From Gallares St. to C.P.G. Ave. From CPG Ave. to E. Jacinto St. From E. Jacinto St. to M. Parras St. From E. M. Parras St. to M. Torralba St.
1,630.00 3,500.00 3,500.00 3,000.00 2,210.00
2,750.00 5,250.00 5,250.00 4,500.00 3,320.00
C-6 C-2 C-2 C-3 C-4
Along A. Lessage St. From CPG Avenue to Gallares St.
3,500.00
5,250.00
C-2
Along H. Grupo St. From Seashore to Gallares St. From Gallares St. to CPG Avenue Frpm CPG Avenue to E. Jacinto St. From E. Jacinto St. to M. Parras St.
1,300.00 4,200.00 4,200.00 2,210.00
1,950.00 6,300.00 6,300.00 3,320.00
C-7 C-1 C-1 C-4
2nd District
-2-
2008 Mkt. Val. per sq. m.
Location Avenue, Street, etc.
2017 Mkt. Val. per sq. m.
Sub-Classification Classification
Along B. Inting St. From Gallares St. to CPG East Avenue From CPG Avenue to E. Jacinto St. From E. Jacinto St. to M. Parras St. From M. Parras St. to M. Torralba St. From M. Torralba St. to M. Espuelas St. From M. Espuelas St. to Sikatuna St.
3,500.00 3,500.00 3,500.00 2,210.00 1,300.00 740.00
5,250.00 5,250.00 5,250.00 3,320.00 1,950.00 1,150.00
C-2 C-2 C-2 C-4 C-7 C-10
Along M. H. del Pilar St. From Gallares St. to M. Parras St.
3,500.00
5,250.00
C-2
Along G. Visarra St. From Gallares St. to M. Parras St. From M. Parras St. to M. Espuelas St.
2,210.00 1,200.00
3,320.00 1,800.00
C-4 C-8
Along J. C. Borja St. From Gallares St. to M. Parras St. From M. Parras St. to M. Sikatuna St.
1,900.00 960.00
2,850.00 1,440.00
C-5 C-9
Along C. Putong St. From Gallares St. to CPG Avenue
1,630.00
2,750.00
C-6
1,200.00 1,300.00
1,800.00 1,950.00
C-8 C-7
3,500.00 2.210.00
5,250.00 3,320.00 1,950.00
C-2 C-4 C-7
960.00
1,440.00
C-9
Along C. Marapao St. From J.S. Torralba St. to H. Grupo St.
3,500.00
5,250.00
C-2
Along E. Jacinto St. From J.S. Torralba St. to B. Inting St.
3,500.00
5,250.00
C-2
Along M. Parras St. From J.S. Torralba St. to M.H. del Pilar St. From M.H. del Pilar St. to J.C. Borja St.
2,210.00 1,300.00
3,320.00 1,950.00
C-4 C-7
410.00
700.00
Along Ma. Clara St. From Gallares St. to Remolador St. From Remolador St. to CPG Avenue From CPG Avenue to M. Torralba St.
1,300.00
Along C. Gallares St. From J.S. Torralba St. to M.H. del Pilar St. From M.H. del Pilar St. to J.C. Borja St. From J.C. Borja St. to Maria Clara St. Along Remolador St. From M.H. del Pilar St. to Ma. Clara St.
Along M. Torralba St. From J.S. Torralba St. to Cogon Dist. Boundary
-3-
1
1,300.00
C-12
2008 Mkt. Val. per sq. m.
Location Avenue, Street, etc.
2017 Mkt. Val. per sq. m.
Sub-Classification Classification
Along M. Espuelas St. From 3rd & 2nd District Boundary to 2nd & Cogon District Boundary
410.00
700.00
C-12
Along Sikatuna St. From 3rd & 2nd District Boundary to 2nd & Cogon District Boundary
410.00
700.00
C-12
Along Circumferential Road From 3rd & 2nd District Boundary to 2nd & Cogon District Boundary
410.00
700.00
C-12
Along CPG East Avenue From JS Torralba St. to JA Clarin St. From JA Clarin St. to S. Matig-a St. From S. Matig-a St. to E. Butalid St. From E. Butalid St. to Circumferential Road From Circumferential Road to BBM 5
2,210.00 1,300.00 1,300.00 410.00 310.00
3,320.00 1,950.00 1,950.00 700.00 500.00
C-4 C-7 C-7 C-12 C-13
Along JS Torralba St. From CPG East Avenue to A. Hontanosas St. From A. Hontanosas St. to M. Parras St. From M. Parras St. to M. Torralba St.
3,500.00 3,000.00 2,210.00
5,250.00 4,500.00 3,320.00
C-2 C-3 C-4
Along F. Rocha St. From C. Marapao St. to A. Hontanosas St. From A. Hontanosas St. to M. Parras St. From M. Parras St. to M. Torralba St. From M. Torralba St. to M. Espuelas St. From M. Espuelas St. to Sikatuna St.
960.00 960.00 960.00 960.00 310.00
1,440.00 1,440.00 1,440.00 1,440.00 500.00
C-9 C-9 C-9 C-9 C-12
Along JA Clarin St. From CPG East Avenue to C. Marapao St. From C. Marapao St. to A. Hontanosas St. From A. Hontanosas St. to M. Parras St. From M. Parras St. to M. Torralba St. From M. Torralba St. to M. Espuelas St. From M. Espuelas St. to Sikatuna St. From Sikatuna St. to BBM 10
1,300.00 1,300.00 1,200.00 960.00 960.00 640.00 640.00
1,950.00 1,950.00 1,800.00 1,440.00 1,440.00 1,060.00 1,060,00
C-7 C-7 C-8 C-9 C-9 C-11 C-11
Along S. Matig-a St. From CPG East Avenue to C. Marapao St. From C. Marapao St. to A. Hontanosas St. From A. Hontanosas St. to M. Parras St.
640.00 640.00 640.00
1,060.00 1,060.00 1,060.00
C-11 C-11 C-11
Along E. Butalid St. From CPG East Avenue to C. Marapao St. From C. Marapao St. to A. Hontanosas St.
410.00 410.00
700.00 700.00
C-12 C-12
3rd District
-4-
2008 Mkt. Val. per sq. m.
Location Avenue, Street, etc.
Along Butalid St. Extension From M. Parras St. to M. Espuelas St.
2017 Mkt. Val. per sq. m.
SubClassification
310.00
500.00
C-13
310.00
500.00
C-13
1,300.00 1,200.00 410.00 410.00
1,950.00 1,800.00 700.00 700.00
C-7 C-8 C-12 C-12
Along A. Hontanosas St. From JS Torralba St. to F. Rocha St. From F. Rocha St. to JA Clarin St. From JA Clarin St. to S. Matig-a St. From S. Matig-a St. to Mansasa Boundary
740.00 410.00 410.00 310.00
1,150.00 700.00 700.00 500.00
C-10 C-12 C-12 C-13
Along M. Parras St. From JS Torralba St. to F. Rocha St. From F. Rocha St. to JA Clarin St. From JA Clarin St. to S. Matig-a St. From S. Matig-a St. to Del Rosario Extn. From Del Rosario Extn., to Mansasa Boundary
740.00 410.00 410.00 310.00 310.00
1,150.00 700.00 700.00 500.00 500.00
C-10 C-12 C-12 C-13 C-13
Along M. Torralba St. From JS Torralba St. to F. Rocha St. From F. Rocha St. to JA Clarin St. From JA Clarin St. to Del Rosario Extn. From Del Rosario Extn., to Circumferential Road
410.00 410.00 310.00 310.00
700.00 700.00 500.00 500.00
C-12 C-12 C-13 C-13
Along M. Espuelas St. From 2nd - 3rd District Bound to JA Clarin St. From JA Clarin St. to Circumferential Road
410.00 310.00
700.00 500.00
C-12 C-13
Along Sikatuna St. From 2nd - 3rd District Bound to JA Clarin St.
310.00
500.00
C-13
Along Pob.-Dampas Road From Junction JA Clarin St. to LTO Bldg. From LTO Bldg. to BBM 9
310.00 310.00
500.00 500.00
C-13 C-13
Along Circumferential Road From CPG East Avenue to 1st & 3rd District Boundary Along C. Marapao St. From JS Torralba St. to F. Rocha St. From F. Rocha St. to JA Clarin St. From JA Clarin St. to S. Matig-a St. From S. Matig-a St. to E. Butalid St.
-5-
COGON DISTRICT
Along CPG North Avenue From Ma. Clara St. to San Jose St. 1,630.00 From San Jose St. to BBM 13 ( 1st strip only) 40 m. 1,630.00 From BBM 13 (1st strip) 40 m. to BBM 21 960.00 (1st strip only) 40 m. Along Remolador St. From Ma. Clara St. to Belderol St.
2,750.00 2,750.00 1,440.00
C-6 C-6 C-9
740.00
1,150.00
C-10
1,630.00
2,750.00
C-6
Along Graham Avenue. From Ma. Clara to San Jose Street.
740.00
1,150.00
C-10
Along Graham Avenue From Ma. Clara to Belderol St.
740.00
1,150.00
C-10
1,300.00 960.00
1,950.00 1,440.00
C-7 C-9
Along Belderol St. From CPG Avenue to Remolador St. From Tabaco St. to Graham Avenue
960.00 740.00
1,440.00 1,150.00
C-9 C-9
Along San Jose St. From CPG Avenue to Lamdagan St. From Pamaong St. to Graham Avenue
740.00 740.00
1,150.00 1,150.00
C-10 C-10
Along all roads bounding: Cogon Market (Pamaong, Belderol, San Jose & Lamdagan Sts.)
Along Ma. Clara St. From CPG Avenue to Remolador St. From Remolador St. to Graham Avenue
2008 Mkt. Val. per sq. m.
Location Avenue, Street, etc.
2,017.00 Mkt. Val. per sq. m.
SubClassification
BOOY DISTRICT Along CPG North Avenue From BBM 13 to BBM 21 (1st strip only) 40 m From BBM 21 to BBM 20 (1st strip only) 40 m
960.00 310.00
1,440.00 500.00
C-9 C-10
Along JA Clarin St. From BBM 10 to BBM 22 (1st strip only)
310.00
500.00
C-13
All lots surrounding within the 1st 100 meters From the Market & Bus Terminal
960.00
1,440.00
C-9
All lots surrounding within the 2nd 100 meters From the Market & Bus Terminal
740.00
1,150.00
C-10
All lots surrounding within the 3rd 100 meters From the Market & Bus Terminal
640.00
1,060.00
C-11
DAMPAS DISTRICT
-6-
DAO DISTRICT
Along CPG North Avenue From BBM 21 to BBM 20 (1st strip only)
310.00
500.00
All lots surrounding within the 1st 100 meters From the Market & Bus Terminal
960.00
1,440.00
C-9
All lots surrounding within the 2nd 100 meters From the Market & Bus Terminal
740.00
1,150.00
C-10
All lots surrounding within the 3rd 100 meters From the Market & Bus Terminal
640.00
1,060.00
C-11
310.00
500.00
C-13
C-13
MANSASA DISTRICT
Along V.P. Inting Avenue From BBM 2 to BBM 3 (1st strip only)
II.
SCHEDULE OF BASE MARKET VALUES FOR INDUSTRIAL LANDS
All lands in NAPOCOR PLANT (including its surrounding areas within 100 meter radius, except those located across the road)
600.00
900.00
I-1
All land where GASOLINE DEPOTS, COCA-COLA PLANT stand
600.00
900.00
I-1
All lands where ICE PLANT stands
420.00
630.00
I-2
Location Avenue, Street, etc.
2008 Mkt. Val. per sq. m.
2017 Mkt. Val. per sq. m.
SubClassification
Land area 50 m. off along CPG North Avenue Beginning MBM No. 2 to MBM No. 3 to BBM No. 41 to CPG North Avenue
300.00
450.00
I-3
Lands within 450 meters from CPG Noarth Avenue; beginning from MBM No. 1, along the barangay road to San Miguel St.; from San Miguel St. along the coastal road leading to Manga Wharf
180.00
270.00
I-4
-7-
III.
SCHEDULE OF BASE MARKET VALUES FOR RESIDENTIAL LANDS
BOOL DISTRICT
Along V.P. Inting St. Within 400 m. from BBM 3 to BBM 20 Within 400-120 m. from BBM 3
150.00 150.00
220.00 220.00
R-4 R-4
Along CPG East Avenue Within 400 m. from BBM 4 Within 400-120 m. from BBM 4 Over 1200 m. from BBM 4 to MBM 19
80.00 80.00 80.00
130.00 130.00 130.00
R-5 R-5 R-5
Along road connection CPG East Avenue to V.P. Inting St.
150.00
220.00
R-4
Along road to Banat-I Hill From CPG East Avenue to within 200 m.
150.00
220.00
R-4
Land area 300 m. wide, 50 m. off Airport Runway beginning BBM, 400 m. from intersection of CogonBooy Road to BBL of Booy & Taloto
300.00
560.00
R-2
Land area 300 m. wide, 50 m. off Airport Runway to Graham Ave., beginning at Taloto-Booy BBM to Graham Ave., 50 m. off along COG, beginning at CPG-Dao Road to point 450 m. from intersection of Upper Sto. Niño to BBM upper Sto. Niño Road; 500 m. from CPG North Avenue (BBM 20)
300.00
560.00
R-2
Along Booy-Cogon Road From BBM 14 to Bohol Medical Center From Bohol Medical Center to Graham Ave.
300.00 300.00
560.00 560.00
R-2 R-2
Along Graham Avenue From BBM 15 to Booy Elementary School
300.00
560.00
R-2
Along Graham Avenue From Booy Elementary School to BBM 18
200.00
410.00
R-3
BOOY DISTRICT
2008 Mkt. Val. per sq. m.
Location Avenue, Street, etc.
Along road surrounding Booy Elementary School All residential lands surrounding the school on the North, South & West -8-
200.00
2,017.00 Mkt. Val. per sq. m.
410.00
SubClassification
R-3
Along Peñaflor St. From CPG Avenue to BB 19
200.00
410.00
R-3
R
410.00
R-3
200.00
410.00
R-3
Along road to Cainggit Beach All residential lands in this area
200.00
410.00
R-3
Along other roads All residential lands in this area
80.00
130.00
R-5
Along all roads in this district All residential lands in this area
50.00
90.00
R-7
Along roads within 200 m. from school site
70.00
110.00
R-6
450.00
810.00
R-1
450.00
930.00
R-1
300.00 300.00 150.00 150.00
560.00 560.00 220.00 220.00
R-2 R-2 R-4 R-4
200.00
410.00
R-3
Along Tagbilaran-Corella Road (JA Clarin St.) Within 300 m. from BBM 10 Over 400 m. from BBM 10 to BBM 22
300.00 300.00
560.00 560.00
R-2 R-2
Along Tamblot Street From CPG Avenue to M. Torralba St.
450.00
930.00
R-1
Along Torrero Private Road From CPG Avenue to end of road
300.00
560.00
R-2
Along Capitol Road 1st strip within 250 m. from CPG Avenue 2nd strip within 250-750 m. from CPG Avenue
200.00 150.00
410.00 220.00
R-3 R-4
All lands in this area
200.00
370.00
Along Circumferential Road in Airport All residential lands within the area described above
CABAWAN DISTRICT
COGON DISTRICT
Along Cogon-Booy Road From CPG Avenue to BBM 14 Along Graham Avenue From San Jose St. to BBM 15 Boundary Booy-Cogon Along Calceta Street 1st strip within 250 m. from CPG Avenue 2nd strip within 250-500 m. from CPG Avenue 3rd strip within 500-750 m. from CPG Avenue Over 750 m. from CPG Ave to Tag-Corella Rd. Roads connecting Calceta St. to JA Clarin St Circumferential St. & Tamblot St.
-9-
2008 Mkt. Val. per sq. m.
Location Avenue, Street, etc. Along Rizal Street All residential lands along this street
2017 Mkt. Val. per sq. m.
SubClassification
300.00
560.00
R-2
Along F. Torralba St. All residential lands along this street
200.00
410.00
R-3
Along Circumferential Road From M. Torralba St. to 2nd Dist. Boundary
300.00
560.00
R-2
Along M. Torralba Street From Tamblot St. to Cogon-2nd Dist. Boundary
450.00
930.00
R-1
Along Espuelas Street From Tamblot St. to Cogon-2nd Dist. Boundary
450.00
930.00
R-1
Along Pamaong Street From San Jose St. to Cogon-Booy-Boundary
300.00
560.00
R-2
Along Sikatuna Street From Cogon-2nd Dist. Boundary to Circum. Rd.
200.00
930.00
R-1
930.00
R-1
80.00
130.00
R-5
80.00
130.00
R-5
70.00
110.00
R-6
50.00
90.00
R-7
Land area bounded by Dampas-Cangguining Road Beginning at Dampas-Banat-I Hill Road to DampasBool BBL, NE., 500 m. along BBL, NW.; along Imaginary line to Dampas-Cangguining Road
200.00
410.00
R-3
Land area beginning at Dampas-Banat-I Hill Road; 50 m. along the Bool-Dampas BBL; SE., 200 m. to imaginary line and SW., to Bool-Dampas-Banat-i Hill Road
200
410.00
R-3
300.00 300.00
560.00 560.00
R-2 R-2
70.00
110.00
R-6
70.00 200.00
110.00 410.00
R-6 R-3
Along San Jose St. From Lamdagan St. to Airport Road
450.00
810.00
DAMPAS DISTRICT Along Dampas-Mansasa Road From BBM 7 to Junction Pob-Dampas & Mansasa Road Along Dampas-San Isidro Road Within 500 m. north of said road junction cited-above Over 500 m. north of said road junction to BLLM 16 From BLLM 16 to Dampas-San Isidro Bound
Along Tagbilaran-Corella Road (Eastside) Within 300 m. from BBm 10 Over 400 m. from BBM 10 to BBM 22 Along road connection Tagbilaran-Corella Road & San Isidro Road From BBM 22 to North BLLM 16 Along Dampas-Banat-i Road From Junction of Pob.-Dampas Rd to Bool Bound From JA Clarin St. to Pob-Dampas Rd.
-10-
DAO DISTRICT
300.00
560.00
R-2
Along CPG Avenue (Eastside) From BBM 21 to BBM 20
300.00
560.00
R-2
Along Tagbilaran-Corella Road Within 500 m. north of BBM 22 From 500 north of BBM 22 to Km 3 From Km 3 to Km 4 From Km 4 to BBM 24
200.00 150.00 80.00 70.00
410.00 220.00 130.00 110.00
R-3 R-4 R-5 R-6
Along roads in the vicinity of Dao Elem School site Along residential lands in this area
80.00
130.00
R-5
All other roads All residential lands of BBM 20, SE of BBM 28
70.00
110.00
R-6
80.00
130.00
R-5
70.00
110.00
R-6
land area by upper Sto Niño Road starting 500 m. from intersection CPG North Avenue to Dao-Liboran Road to S., to intersection Dao-Tiptip Road, to DaoCorella Road, to upper Sto. Niño Road, 500 m. from CPG North Avenue BBM No. 29 to BBM No. 27, E., to Dao-Tiptip Road to Dao-Liboran Road
& BBM 26 From JA Clarin St leading to New Capitol Site (500 m. from JA Clarin St.) Within 500 m. from JA Clarin St to New Capitol Site MANGA DISTRICT Along CPG North Avenue From BBM 33 to Manga Elem School site From Manga Elem School to Manga Public Market From Manga Public Market to MBM 2
200.00 200.00
410.00 410.00
R-3 R-3
200.00
410.00
R-3
Along Ubujan-Manga Road (Graham Ave. Ext.) From BBM 32 to Junction of Manga Wharf Rd
150.00
220.00
R-4
Along Manga Wharf Road From CPG Ave to proposed Manga Wharf
150.00
220.00
R-4
Along road from BBM 41 to Junction of MangaTiptip Road All residential lands along this road
50.00
90.00
R-7
Along road from BBM 35 to Manga-Tiptip Road
50.00
90.00
R-7
150.00
220.00
R-4
80.00 70.00
130.00 110.00
R-5 R-6
Along all other roads West, East of CPG North Ave. All residential lands in this area Along Manga-Tiptip Road From CPG to Manga-Tiptip Junction From Manga-Tiptip Junction to BBm 36
-11-
MANSASA DISTRICT
Along V.P. Inting Avenue From BBm 2 to BBM 3
150.00
220.00
R-4
Along CPG East Avenue From BBM 5 to BBM 4
150.00
220.00
R-4
Along Katipunan Street From V.P. Inting St. to Bonifacio Ext.
150.00
220.00
R-4
Along Mansasa-Dampas Road From V.P. Inting Avenue to BBM 7
150.00
220.00
R-4
Along Bonifacio Extension From 3rd Dist Bound to Dampas Bound BBM 7
150.00
220.00
R-4
80.00
130.00
R-5
150.00
220.00
R-5
80.00 80.00
130.00 130.00
R-5 R-5
80.00 80.00
130.00 130.00
R-5 R-5
70.00
110.00
R-6
70.00
110.00
R-6
50.00
90.00
R-7
Along CPG Avenue North From BBM 20 to BBM 29
200.00
410.00
R-3
Along Booy-Taloto Road From BBM 19 to Taloto Elementary School From Taloto Elem School to BBM 30
150.00 80.00
220.00 130.00
R-4 R-5
150.00 80.00
220.00 130.00
R-4 R-5
80.00
130.00
R-5
Along road North of Mansasa Elem School site All other roads
SAN ISIDRO DISTRICT
Along Tagbilaran-Corella Road From BBM 24 to Km 5 From Km 5 to MBM 13 Along Dampas-San Isidro Road From Dampas Dist Bound to Tagb-Corella Road Within 200 m. North of Junction of tagb-Corella Road & Dampas-San Isidro Road From 200 m. from road to Junction to BBM 38 Along road to San Isidro School site From Tagb-Corella Road to 200 m. North of School site Along all other roads All residential lands in this area
TALOTO DISTRICT
Along Booy-Taloto-Manga Road to Graham Ave. Ext From BBM 18 to Taloto Elem School Junction From Taloto Elem School Junction to Tongo Beach Junction From Tongo Beach Junction to BBM 31 -12-
Along road connecting Graham Ave & Booy-Taloto Rd All lands along these roads
150.00
220.00
R-4
Along Taloto-Dao Road From CPG North Ave. to BBM 28 From CPG North Ave to Booy-Taloto Road
70.00 80.00
110.00 130.00
R-6 R-5
Along roads to seashore From Graham Avenue Ext to seashore
70.00
110.00
R-6
Along new barangay roads
80.00
130.00
R-5
70.00
110.00
R-6
50.00
90.00
R-7
50.00
90.00
R-7
Along all other roads All residential lands in this area
50.00
90.00
R-7
Along roads in the vicinity of Tiptip Elem School site
70.00
110.00
R-6
150.00
220.00
R-4
70.00
110.00
R-6
80.00
130.00
R-5
70.00
110.00
R-6
70.00
110.00
R-6
80.00
130.00
R-5
70.00
110.00
R-6
TIPTIP DISTRICT
Land area from MBM No. 3 to MBM No. 5 to SW., along Barrio Road to tiptip-Manga Road to MBM No. 41 Along Dao-Tiptip Road From Lindaville Subdvision to Tiptip Chapel Along road to BBM 38 to BBM 36 From Tiptip-San Isidro Bound to Tiptip-Manga Bound
UBUJAN DISTRICT
Along CPG North Avenue From BBM 29 to BBM 33 Along Taloto-Ubujan Road From BBM 30 to CPG Avenue Along new road passing Capt. Salazar Marker From Bound Talot-Ubujan to 200 m. east of CPG Avenue From 200 m. east of CPG Ave to BBM 27 Along new road connecting Talot-Manga Road & taloto Ubujan Road Along processional road From CPG Ave passing chapel then back to CPG Avenue Along new road Manga-Ubujan Boundary From BBM 32 to BBM 33
-13-
VICTORIA MEMORIAL PARK
All land in this Memorial Park
300.00
STANDARD DEPTH : For Residential lands For Commercial lands
-
30 meters 40 meters
CORNER INFLUENCE : For Residential lands For Commercial lands
-
RESIDENTIAL STRIPPING (1) 100% (2) 80% (3) 60% (4) 50%
14-
10% 15%
450.00
Annex “B”
DF-RPA SMV FORM NO.I STATEMENT OF SALES COMMERCIAL, INDUSTRIAL & RESIDENTIAL LANDS
CITY : TAGBILARAN
Or Index No.(1) 1
Lot No. 2
2008-2L-1651
343-A
Location (St./Blk./Dist./Brgy. 3 2nd District
2008-2L-1559
285
2nd District
Comm'l.
C-6
8,000,000.00
3,136
2,551.02
2010
2008-2l-1559
2008-2L-1609
6859-A
2nd District
Comm'l.
C-6
200,000.00
81
2,469.13
2011
2008-2L-1609
2008-2L-1587 2008-2L-1680
282
2nd District
Comm'l.
C-6
1,051,594.50
561
1,874.50
2011
2008-2L-1587
314-B
2nd District
Comm'l.
C-6
198.860.00
122
1,630.00
2014
2008-2L-1680
2008-2L-1570
328-A
2nd District
Comm'l.
C-6
300,000.00
214
1,401.86
2010
2008-2L-1570
2008-2L-1498
6493-B-4-C
2nd District
Comm'l.
C-10
1,900,000.00
886
2,144.46
2008
2008-2L-1498
6457-B/6457-C
2nd District
Comm'l.
C-10
1,000,000.00
482
2,074.68
2009
2008-2L-1510/1511
2008-2L-1634
6353-C-4
2nd District
Comm'l.
C-10
104,400.00
87
1,200.00
2012
2008-2L-1634
2008-2L-1697
6493-B-4-A
2nd District
Comm'l.
C-10
300,000.00
268
1,119.40
2012
2008-2L-1697
2008-2L-1612
1063-D-2
2nd District
Comm'l.
C-10
500,000.00
452
1,106.19
2011
2008-2L-1612
2008-2L-1519
994-A-2-B
2nd District
Comm'l.
C-10
70,000.00
80
875.00
2009
2008-2L-1519
2008-2L-1520
994-A-2-C
2nd District
Comm'l.
C-10
50,000.00
62
806.45
2008
2008-2L-1520
2008-2L-1620
6872-C-1
2nd District
Comm'l.
C-10
40,000.00
160
250.00
2010
2008-2L-1620
lot 4/300-B-1
2nd District
Comm'l.
C-11
2,000,000.00
766
2,610.96
2011
2008-2L-1656/1657
2008-2L-1672
6544-O
2nd District
Comm'l.
C-11
300,000.00
196
1,530.61
2014
2008-2L-1672
2008-2L-1661
6853-A-2
2nd District
Comm'l.
C-11
300,000.00
250
1,200.00
2013
2008-2L-1661
1063-C/1063-D-3
2nd District
Comm'l.
C-11
350,000.00
313
1,118,21
2011
2008-2L-1592/1593
6873-1-7-A-2
2nd District
Comm'l.
C-11
100,000.00
160
625.00
2010
2008-2L-1674
Tax Dec. No.
2008-2L-1510/1511
2008-2L-1656/1657
2008-2L-1592/1593
2008-2L-1674
Kind of Land (Res/Comm./Ind.) 4 Comm'l.
Sub-Class (1st, etc.) 5 C-6
Sales Values
PREPARED BY:
900,000.00
Area (sq.m.) 7 109
Sales Values (per sq.m.) 8 8,256.88
6
Year of
Document Transaction File No. 10 9 2012 2008-2-L-1651
NOTED BY: -30-
FE B. ALMIÑE Local Assessment Operations 1
LIVIO K. SARABIA, M.P.A., R.E.A. City Assessor
Annex “B”
DF-RPA SMV FORM NO.I STATEMENT OF SALES COMMERCIAL, INDUSTRIAL & RESIDENTIAL LANDS
CITY : TAGBILARAN Tax Dec. No. Or Index No.(1) 1
2008-2L-1648 2008-2L-1628 2008-2L-1621 2008-2L-1512 2008-1L-0573 2008-2L-1535 2008-2L-1595 2008-2L-1591 2008-3L-1518 2008-3L-1482 2008-3L-1386 2008-3L-1513 2008-3L-1434/1435
2008-3L-1424 2008-3L-1383 2008-3L-1378 2008-3L-1423
Lot No. 2 296-B
6872-C-9 6872-C-2 6691-B-3-A-1 162-D-1 1085-D 7163-B 6691-B-3-B-3-C-1 740-E-2 6838-F-12 742-D-1 6838-F-6 6741-C-3/6741-C-6 736-A 2-B-2-B-2-D-2 776-F-6 6765-A
Location (St./Blk./Dist./Brgy. 3 2nd District 2nd District 2nd District 2nd District 1st District 2nd District 2nd District 2nd District 3rd District 3rd District 3rd District 3rd District 3rd District 3rd District 3rd District 3rd District 3rd District
Kind of Land (Res/Comm./Ind.)
4 Comm'l. Comm'l. Comm'l. Comm'l. Comm'l. Comm'l. Comm'l. Comm'l. Comm'l. Comm'l. Comm'l. Comm'l. Comm'l. Comm'l. Comm'l. Comm'l. Comm'l.
Sub-Class (1st, etc.) 5 C-11 C-11 C-11 C-12 C-12 C-12 C-12 C-12 C-13 C-13 C-13 C-13 C-13 C-13 C-13 C-13 C-13
PREPARED BY:
Sales Values 6 85,000.00
38,000.00 20,000.00 198,900.00 200,000.00 800,000.00 708,000.00 81,000.00 450,000.00 300,000.00 400,000.00 74,861.00 100,000.00 100,000.00 50,000.00 50,000.00 5,000.00
Area (sq.m.) 7 171 150 80 221 223 1,221 1,416 174 307 247 400 123 245 466 244 426 48
Sales Values (per sq.m.) 8 497.07 253.33 250.00 900.00 896.86 655.20 500.00 465.51 1,465.79 1,214.57 1,000.00 608.62 408.16 214.59 204.91 117.37 104.16
Year of
Document File No. 10 2008-2L-1648 2008-2L-1628 2008-2L-1621 2008-3L-1512 2008-1L-0573 2008-1L-1535 2008-2L-1595 2008-2L-1591 2008-3L-1518 2008-3L-1482 2008-3L-1386 2008-3L-1513
Transaction 9 2012
2010 2010 2011 2012 2008 2011 2011 2014 2015 2011 2014 2014 2012 2011 2012 2011
2008-3L-1434/1435
NOTED BY:
FE B. ALMIÑE Local Assessment Operations Officer 1
-31-
LIVIO K. SARABIA, M.P.A., R.E.A. City Assessor
2008-2L-1424 2008-3L-1383 2008-3L-1378 2008-3L-1423
Annex “B”
DF-RPA SMV FORM NO.I STATEMENT OF SALES COMMERCIAL, INDUSTRIAL & RESIDENTIAL LANDS
CITY : TAGBILARAN
2008-7L-4820
1366-A-4
Location (St./Blk./Dist./Brgy. 3 Cogon district
2008-7L-4843
1422-B-3
Cogon district
Res.
R-1
500,000.00
412
1,213.59
2010
2008-7L-4843
2008-7L-4874
1512-O-3
Cogon district
Res.
R-1
300,000.00
253
1,185.77
2009
2008-7L-4874
2008-7L-4961
1156-B-3-A
Cogon district
Res.
R-1
30,000.00
33
909.09
2010
2008-7L-4961
2008-7L-4724
1366-A-2
Cogon district
Res.
R-1
50,000.00
74
675.67
2009
2008-7L-4724
2008-7L-4628
1457-E
Cogon district
Res.
R-1
200,000.00
398
502.51
2008
2008-7L-4628
2008-7L-4873
1444-C
Cogon district
Res.
R-2
700,000.00
402
1,741.29
2010
2008-7L-4873
2008-7L-4957
1424-B-6-C
Cogon district
Res.
R-2
100,000.00
164
609.75
2010
2008-7L-4957
2008-5L-2486
1270-C-3-A
Booy District
Res.
R-2
150,000.00
300
500.00
2011
2008-5L-2486
2008-5L2499
1637-E-1
Cogon District
Res.
R-2
100,000.00
269
371.74
2010
2008-7L-2499
2008-7L-4674
1097-M
Cogon District
Res.
R-2
7,748,170.00
20,941
370.00
2009
2008-4674
2008-9L-4622
1707-C-15
Dao District
Res.
R-2
100,000.00
798
125.00
2014
2008-4622
Tax Dec. No. Or Index No.(1) 1
Lot No. 2
Kind of Land (Res/Comm./Ind.) 4 Res.
Sub-Class (1st, etc.) 5 R-1
Sales Values
PREPARED BY:
Sales Values (per sq.m.) 8 1,230.76
Transaction 9
80,000.00
Area (sq.m.) 7 65
2010
Document File No. 10 2008-7L-4820
6
Year of
NOTED BY:
FE B. ALMIÑE Local Assessment Operations Officer 1
-32-
LIVIO K. SARABIA, M.P.A.,R.E.A. City Assessor
Annex “B”
DF-RPA SMV FORM NO.I STATEMENT OF SALES COMMERCIAL, INDUSTRIAL & RESIDENTIAL LANDS
CITY : TAGBILARAN
2008-5L-2477
1254
Location (St./Blk./Dist./Brgy. 3 Booy District
2008-10L-1572
4461-A-3
Manga District
Res.
R-3
26,000.00
56
464.28
2009
2008-10L-1572
2008-7L-4979
1543-J
Cogon District
Res.
R-3
100,000.00
241
414.93
2011
2008-7L-4979
2008-5L-2467
1632-C-5
Booy District
Res.
R-3
142,375.00
425
335.00
2010
2008-5L-2467
2008-5L-2468
1632-C-6
Booy District
Res.
R-3
127,500.00
425
300.00
2010
2008-5L-2496
2008-5L-2454
1323-A-5-E
Booy District
Res.
R-3
75,000.00
290
258.62
2009
2008-5L-2454
2008-11L-1771
1-B-1
Mansasa District
Res.
R-4
300,000.00
600
500.00
2013
2008-11L-1771
2008-4L-1589
2261-A-4
Bool District
Res.
R-4
1,000,000.00
2,246
445.23
2011
2008-4L-1589
2008-11L-1785
1-A
Mansasa District
Res.
R-4
50,000.00
215
232.55
2014
2008-11L1785
2008-11L-1763
2139
Mansasa District
Res.
R-4
250,000.00
1,361
183.68
2011
2008-11L-1763
2008-11L-1775
2137-A
Mansasa District
Res.
R-4
105,750.00
705
150.00
2011
2008-13L-2690
2011-11L-1727/1728
795-D/795-E
Mansasa District
Res.
R-4
20,000.00
164
121.95
2011
2011-11L-1727/1728
2008-11L-1797
lot 3
Mansasa District
Res.
R-4
10,000.00
91
109.89
2014
2008-11L-1797
2008-4L-1632
2256-F-1
Bool District
Res.
R-5
34,800.00
174
200.00
2010
2008-10L-1632
Tax Dec. No. Or Index No.(1) 1
Lot No. 2
Kind of Land (Res/Comm./Ind.) 4 Res.
Sub-Class (1st, etc.) 5 R-3
Sales Values
200,000.00
Area (sq.m.) 7 335
Sales Values (per sq.m.) 8 597.01
6
NOTED BY;
PREPARED BY: FE B. ALMIÑE Local Assessment Operations Officer 1
-33-
LIVIO K. SARABIA, M.P.A., R.E.A. City Assessor
Year of
Document Transaction File No. 10 9 20`0 2008-5L-2477
Annex “B”
DF-RPA SMV FORM NO.I STATEMENT OF SALES COMMERCIAL, INDUSTRIAL & RESIDENTIAL LANDS
CITY : TAGBILARAN 2008-15L-2584
4348-D-1
Ubujan District
Res.
R-5
80,000.00
441
181.40
2011
2008-15L-2584
2008-11L-1699
2163-G
Mansasa District
Res.
R-5
100,000.00
795
125.78
2009
2008-11L-1699
2008-4L-1878
2306-B-4-C-3
Bool District
Res.
R-5
10,000.00
142
70.42
2014
2008-4L-1878
2008-13L-2700
3529-B-1
Taloto District
Res.
R-5
10,000.00
200
50.00
2010
2008-13L-2700
2008-15L-2583
4307-F
Ubujan District
Res.
R-6
113,578.65
365
311.17
2008
2008-15L-2583
2008-9L-4504
3084-B
Ubujan District
Res.
R-6
35,000.00
230
152.17
2012
2008-15L-4504
2008-15L-2574
4307-G-1
Ubujan District
Res.
R-6
40,000.00
276
144.92
2011
2008-15L-2574
2008-11L-1700
2163-F-1
Mansasa District
Res.
R-6
50,000.00
397
125.94
2009
2008-11L-1700
2008-9L-4512
2996
Dao District
Res.
R-6
63,000.00
631
99.84
2013
2008-9L-4512
2008-8L-4312
2548-A-7
Dampas District
Res.
R-6
50,000.00
600
83.33
2012
2008-8L-4312
2008-13L-2846
3396-E-2
Taloto District
Res.
R-6
50,000.00
677
73.85
2011
2008-13L-2846
2008-9L-2523
4271-A
Dao District
Res.
R-6
80,000.00
1,160
68.96
2010
2008-9L-2523
2008-4L-1630
1882-A-1
Bool District
Res.
R-6
100,000.00
1,743
57.37
2011
2008-4L-1630
2008-8L-3875
2650-D-2-C
Dampas District
Res.
R-7
100,000.00
300
333.33
2009
2008-8L-3875
2008-8L-3606
2787-B-9-B
Dampas District
Res.
R-7
30,000.00
228
131.57
2008
2008-8L-3606
2008-10L-1614
4826-A-2
Manga District
Res.
R-7
30,000.00
200
150.00
2010
2008-10L-1614
2008-12L-2491
44-A
San Isidro District
Res.
R-7
50,000.00
635
78.74
2012
2008-12L-2491
2008-12L-2377
44-G
San Isidro District
Res.
R-7
30,000.00
635
47.24
2018
2008-12L-2377
2008-12L-2424
13
San Isidro District
Res.
R-7
15,000.00
690
21.73
2011
2008-12L-2424
PREPARED BY FE B. ALMIÑE Local Assessment Operations Officer 1
NOTED BY; -34-
LIVIO K. SARABIA, M.P.A., R.E.A. City Assessor
DF - RPA (SMV) FORM NO. 1-A
TABULATION OF SALES VALUES FOR EACH CLASS OF COMMERCIAL INDUSTRIAL AND RESIDENTIAL LANDS TAKEN FORM DF-RPA (SMU) FORM NO. 1 CLASS:
C-1
LAND: COMMERCIAL
YEAR OF TRANSACTION (1)
TAX DECLARATION OR INDEX NUMBER (2)
LOT NUMBER (3)
UNIT SALES VALUE (4)
"NO VALID SALES"
Prepared By:
Noted By:
FE B. ALMIÑE Local Assessment Operations 1
-35-
LIVIO K. SARABIA, M.PA., R.E.A. City Assessor
DF - RPA (SMV) FORM NO. 1-A
TABULATION OF SALES VALUES FOR EACH CLASS OF COMMERCIAL INDUSTRIAL AND RESIDENTIAL LANDS TAKEN FORM DF-RPA (SMU) FORM NO. 1 CLASS:
C-2
LAND: COMMERCIAL
YEAR OF TRANSACTION (1)
TAX DECLARATION OR INDEX NUMBER (2)
LOT NUMBER (3)
UNIT SALES VALUE (4)
"NO VALID SALES"
Prepared By:
Noted By: FE B. ALMIÑE Local Assessment Operations Officer 1
-36-
LIVIO K. SARABIA, M.P.A., R.E.A. City Assessor
DF - RPA (SMV) FORM NO. 1-A
TABULATION OF SALES VALUES FOR EACH CLASS OF COMMERCIAL INDUSTRIAL AND RESIDENTIAL LANDS TAKEN FORM DF-RPA (SMU) FORM NO. 1 CLASS:
C-3
LAND: COMMERCIAL
YEAR OF TRANSACTION (1)
TAX DECLARATION OR INDEX NUMBER (2)
LOT NUMBER (3)
UNIT SALES VALUE (4)
"NO VALID SALES"
Prepared By:
Noted By: FE B. ALMIÑE
Local Assessment Operations Officer 1
-37-
LIVIO K. SARABIA, M.P.A., R.E.A. City Assessor
DF - RPA (SMV) FORM NO. 1-A
TABULATION OF SALES VALUES FOR EACH CLASS OF COMMERCIAL INDUSTRIAL AND RESIDENTIAL LANDS TAKEN FORM DF-RPA (SMU) FORM NO. 1 CLASS:
C-4
LAND: COMMERCIAL
YEAR OF TRANSACTION (1)
TAX DECLARATION OR INDEX NUMBER (2)
LOT NUMBER (3)
UNIT SALES VALUE (4)
"NO VALID SALES"
Prepared By:
Noted By: FE B. ALMIÑE Local Assessment Operations Officer 1
-38-
LIVIO K. SARABIA, M.P.A.,R.E.A. City Assessor
DF - RPA (SMV) FORM NO. 1-A
TABULATION OF SALES VALUES FOR EACH CLASS OF COMMERCIAL INDUSTRIAL AND RESIDENTIAL LANDS TAKEN FORM DF-RPA (SMU) FORM NO. 1 CLASS:
C-5
LAND: COMMERCIAL
YEAR OF TRANSACTION (1)
TAX DECLARATION OR INDEX NUMBER (2)
LOT NUMBER (3)
UNIT SALES VALUE (4)
"NO VALID SALES"
Prepared By: FE B. ALMIÑE Local Assessment Operations Officer 1
Noted By: -39-
LIVIO K. SARABIA, M.P.A.,R.E.A. City Assessor
DF - RPA (SMV) FORM NO. 1-A
TABULATION OF SALES VALUES FOR EACH CLASS OF COMMERCIAL INDUSTRIAL AND RESIDENTIAL LANDS TAKEN FORM DF-RPA (SMU) FORM NO. 1 CLASS:
C-6
LAND: COMMERCIAL
YEAR OF TRANSACTION (1) 2012 2010 2011 2011 2014 2010
TAX DECLARATION OR INDEX NUMBER (2) 2008-2L-1651 2008-2L-1559 2008-2L-1609 2008-2L-1587 2008-2L-1680 2008-2L-1570
LOT NUMBER (3) 343--A 285 6859-A 282 314-B 328-A
Prepared By: FE B. ALMIÑE Local Assessment Operations Officer 1
UNIT SALES VALUE (4) 8,256.88 2,551.02 2,469.13 1,874.50 1,630.00 1,401.86
Noted By:
-40-
LIVIO K. SARABIA, M.P.A., R.E.A. City Assessor
DF - RPA (SMV) FORM NO. 1-A
TABULATION OF SALES VALUES FOR EACH CLASS OF COMMERCIAL INDUSTRIAL AND RESIDENTIAL LANDS TAKEN FORM DF-RPA (SMU) FORM NO. 1 CLASS:
C-7
LAND: COMMERCIAL
YEAR OF TRANSACTION (1)
TAX DECLARATION OR INDEX NUMBER (2)
LOT NUMBER (3)
UNIT SALES VALUE (4)
"NO VALID SALES"
Prepared By: FE B. ALMIÑE Local Assessment Operations Officer 1
Noted By:
-41-
LIVIO K. SARABIA, M.P.A., R.E.A. City Assessor
DF - RPA (SMV) FORM NO. 1-A
TABULATION OF SALES VALUES FOR EACH CLASS OF COMMERCIAL INDUSTRIAL AND RESIDENTIAL LANDS TAKEN FORM DF-RPA (SMU) FORM NO. 1 CLASS:
C-8
LAND: COMMERCIAL
YEAR OF TRANSACTION (1)
TAX DECLARATION OR INDEX NUMBER (2)
LOT NUMBER (3)
UNIT SALES VALUE (4)
"NO VALID SALES"
Prepared By:
Noted By: FE B. ALMIÑE Local Assessment Operations Officer 1
-42-
LIVIO K. SARABIA, M.P.A., R.E.A. City Assessor
DF - RPA (SMV) FORM NO. 1-A
TABULATION OF SALES VALUES FOR EACH CLASS OF COMMERCIAL INDUSTRIAL AND RESIDENTIAL LANDS TAKEN FORM DF-RPA (SMU) FORM NO. 1 CLASS:
C-9
LAND: COMMERCIAL
YEAR OF TRANSACTION (1)
TAX DECLARATION OR INDEX NUMBER (2)
LOT NUMBER (3)
UNIT SALES VALUE (4)
"NO VALID SALES"
Prepared By: FE B. ALMIÑE Local Assessment Operations Officer 1
Noted By: -43-
LIVIO K. SARABIA, M.P.A., R.E.A. City Assessor
DF - RPA (SMV) FORM NO. 1-A
TABULATION OF SALES VALUES FOR EACH CLASS OF COMMERCIAL INDUSTRIAL AND RESIDENTIAL LANDS TAKEN FORM DF-RPA (SMU) FORM NO. 1 CLASS:
C-10
LAND: COMMERCIAL
YEAR OF TRANSACTION (1) 2008 2009 2012 2012 2011 2009 2008 2010
TAX DECLARATION OR INDEX NUMBER (2) 2008-2l-1409 2008-2L-1510/2008-2L-1511 2008-2L-1634 2008-2L-1697 2008-2L-1612 2008-2L-1519 2008-2L-1520 2008-2L-1620
LOT NUMBER (3) 6493-B-4-C 6457-B/6457-C 6353-C-4 6493-B-4-A 1063-D-2 994-A-2-B 994-A-2-C 6872-C-1
Prepared By: FE B. ALMIÑE Local Assessment Operations Officer 1
UNIT SALES VALUE (4) 2,144.46 2,074.74 1,200.00 1,119.40 1,106.19 875.00 806.45 250.00
Noted By:
-44-
LIVIO K. SARABIA, M.P.A., R.E.A. City Assessor
DF - RPA (SMV) FORM NO. 1-A
TABULATION OF SALES VALUES FOR EACH CLASS OF COMMERCIAL INDUSTRIAL AND RESIDENTIAL LANDS TAKEN FORM DF-RPA (SMU) FORM NO. 1 CLASS:
C-11
LAND: COMMERCIAL
YEAR OF TRANSACTION (1) 2011 2014 2013 2011 2010 2012 2010 2010
TAX DECLARATION OR INDEX NUMBER (2) 2008-2L-1656 to 2008-2L-1657 2008-2L-1672 2008-2L-1661 2008-2L-1592 to 2008-2L-1593 2008-2L-1674 2008-2L-1648 2008-2L-1628 2008-2L-1621
LOT NUMBER (3) lot 4 & lot 300-B-1 6544-O 6853-A-2 1063-C & 1063-D-3 6873--1-7-A-2 296-B 6872-C-9 6872-C-2
Prepared By: FE B. ALMIÑE Local Assessment Operations Officer 1
UNIT SALES VALUE (4) 2,610.96 1,530.61 1,200.00 1,118.21 625.00 497.07 253.33 250.00
Noted By:
-45-
LIVIO K. SARABIA, M.P.A., R.E.A. City Assessor
DF - RPA (SMV) FORM NO. 1-A
TABULATION OF SALES VALUES FOR EACH CLASS OF COMMERCIAL INDUSTRIAL AND RESIDENTIAL LANDS TAKEN FORM DF-RPA (SMU) FORM NO. 1 CLASS:
C-12
LAND: COMMERCIAL
YEAR OF TRANSACTION (1) 2008 2011 2012 2008 2011 2011
TAX DECLARATION OR INDEX NUMBER (2) 2008-2L-1512 2008-2L-1512 2008-1L-0573 2008-2L-1535 2008-2L-1595 2008-2L-1591
Prepared By:
LOT NUMBER (3) 6691-B-3-A-1 157-C 162-D-1 1085-D 7163-B 6691-B-3-C-1
UNIT SALES VALUE (4) 1,000.00 900.00 896.86 655.20 500.00 465.51
Noted By: FE B. ALMIÑE Local Assessment Operations Officer 1
-46-
LIVIO K. SARABIA, M.P.A., R.E.A. City Assessor
DF - RPA (SMV) FORM NO. 1-A
TABULATION OF SALES VALUES FOR EACH CLASS OF COMMERCIAL INDUSTRIAL AND RESIDENTIAL LANDS TAKEN FORM DF-RPA (SMU) FORM NO. 1 CLASS:
C-13
LAND: COMMERCIAL
YEAR OF TRANSACTION (1) 2014 2015 2011 2014 2014 2012 2011 2012 2011
TAX DECLARATION OR INDEX NUMBER (2) 2008-3L-1518 2008-3L-1482 2008-3L-1386 2008-3L-1513 2008-3L-1434 - 2008-3L-1435 2008-3L-1424 2008-3L-1383 2008-3L-1378 2008-3L-1423
Prepared By:
LOT NUMBER (3) 740-E-2 6838-F-12 742-D-1 6838-F-6 6741-C-3 & 6741-C-6 736-A 2-B-2-B-2-D-2 776-F-6 6765-A
UNIT SALES VALUE (4) 1,465.79 1,214.57 1,000.00 608.62 408.16 214.59 204.91 117.37 104.16
Noted By: -47FE B. ALMIÑE Local Assessment Operations Officer 1
LIVIO K. SARABIA, M.P.A.,R.E.A. City Assessor
DF - RPA (SMV) FORM NO. 1-A
TABULATION OF SALES VALUES FOR EACH CLASS OF COMMERCIAL INDUSTRIAL AND RESIDENTIAL LANDS TAKEN FORM DF-RPA (SMU) FORM NO. 1 CLASS:
I-1
LAND: INDUSTRIAL
YEAR OF TRANSACTION (1)
TAX DECLARATION OR INDEX NUMBER (2)
LOT NUMBER (3)
UNIT SALES VALUE (4)
"NO VALID SALES "
Prepared By: FE B. ALMIÑE Local Assessment Operations Officer 1
Noted By:
-48
LIVIO K. SARABIA, M.P.A. R.E.A. City Assessor
DF - RPA (SMV) FORM NO. 1-A
TABULATION OF SALES VALUES FOR EACH CLASS OF COMMERCIAL INDUSTRIAL AND RESIDENTIAL LANDS TAKEN FORM DF-RPA (SMU) FORM NO. 1 CLASS:
I-2
LAND: INDUSTRIAL
YEAR OF TRANSACTION (1)
TAX DECLARATION OR INDEX NUMBER (2)
LOT NUMBER (3)
UNIT SALES VALUE (4)
"NO VALID SALES "
Prepared By: FE B. ALMIÑE Local Assessment Operations Officer 1
Noted By:
-49
LIVIO K. SARABIA, M.P.A., R.E.A. City Assessor
DF - RPA (SMV) FORM NO. 1-A
TABULATION OF SALES VALUES FOR EACH CLASS OF COMMERCIAL INDUSTRIAL AND RESIDENTIAL LANDS TAKEN FORM DF-RPA (SMU) FORM NO. 1 CLASS:
I-3
LAND: INDUSTRIAL
YEAR OF TRANSACTION (1)
TAX DECLARATION OR INDEX NUMBER (2)
LOT NUMBER (3)
UNIT SALES VALUE (4)
"NO VALID SALES "
Prepared By:
FE B. ALMIÑE Local Assessment Operations Officer 1
Noted By:
-50-
LIVIO K. SARABIA, M.P.A., R.E.A. City Assessor
DF - RPA (SMV) FORM NO. 1-A
TABULATION OF SALES VALUES FOR EACH CLASS OF COMMERCIAL INDUSTRIAL AND RESIDENTIAL LANDS TAKEN FORM DF-RPA (SMU) FORM NO. 1 CLASS:
I-4
LAND: INDUSTRIAL
YEAR OF TRANSACTION (1)
TAX DECLARATION OR INDEX NUMBER (2)
LOT NUMBER (3)
UNIT SALES VALUE (4)
"NO VALID SALES"
Prepared By:
Noted By: FE B. ALMIÑE Local Assessment Operations 1
-51
LIVIO K. SARABIA, M.P.A., R.E.A. City Assessor
DF - RPA (SMV) FORM NO. 1-A
TABULATION OF SALES VALUES FOR EACH CLASS OF COMMERCIAL INDUSTRIAL AND RESIDENTIAL LANDS TAKEN FORM DF-RPA (SMU) FORM NO. 1 CLASS:
R-1
LAND: RESIDENTIAL
YEAR OF TRANSACTION (1) 2010 2009 2009 2010 2009 2008
TAX DECLARATION OR INDEX NUMBER (2) 2008-7L-4820 2008-7L-4843 2008-7L-4874 2008-7L-4961 2008-7L-4724 2008-7L-4628
Prepared By:
LOT NUMBER (3) 1366-A-4 1422-B-3 1512-O-3 1156-B-3-A 1366-A-2 1457-E
UNIT SALES VALUE (4) 1,230.76 1,213.59 1,185.77 909.09 675.67 502.51
Noted By: FE B. ALMIÑE Local Assessment Operations Officer 1
-52-
LIVIO K. SARABIA, M.P.A., R.E.A. City Assessor
DF - RPA (SMV) FORM NO. 1-A
TABULATION OF SALES VALUES FOR EACH CLASS OF COMMERCIAL INDUSTRIAL AND RESIDENTIAL LANDS TAKEN FORM DF-RPA (SMU) FORM NO. 1 CLASS:
R-2
LAND: RESIDENTIAL
YEAR OF TRANSACTION (1) 2010 2010 2010 2010 2009 2014
TAX DECLARATION OR INDEX NUMBER (2) 2008-7L-4873 2008-7L-4957 2008-5L-2486 2008-5L-2499 2008-7L-4674 2008-7L-4627
Prepared By: FE B. ALMIÑE Local Assessment Operations Officer 1
LOT NUMBER (3) 1444-C 1424-B-6-C 1270-C-3-A 1637-E-1 1097-M 1707-C
UNIT SALES VALUE (4) 1,741.29 609.75 500.00 371.74 370.00 125.00
Noted By:
-53
LIVIO K. SARABIA, M.P.A., R.E.A. City Assessor
DF - RPA (SMV) FORM NO. 1-A
TABULATION OF SALES VALUES FOR EACH CLASS OF COMMERCIAL INDUSTRIAL AND RESIDENTIAL LANDS TAKEN FORM DF-RPA (SMU) FORM NO. 1 CLASS:
R-3
LAND: RESIDENTIAL
YEAR OF TRANSACTION (1) 2010 2010 2010 2011 2010 2010 2009
TAX DECLARATION OR INDEX NUMBER (2) 2008-7L-2477 2008-5L-2470 2008-10l-1572 2008-7l-4979 2008-5L-2467 2008-5L-2468 2008-5L-2454
Prepared By:
LOT NUMBER (3) 1254 1313-A-5 4461-A-3 1543-J 1632-C-5 1632-C-6 1323-A-5-E
UNIT SALES VALUE (4) 597.01 500.00 464.28 414.93 335.00 300.00 258.62
Noted By: FE B. ALMIÑE Local Assessment Operations Officer 1
-54
LIVIO K. SARABIA, M.P.A.,REA City Assessor
DF - RPA (SMV) FORM NO. 1-A
TABULATION OF SALES VALUES FOR EACH CLASS OF COMMERCIAL INDUSTRIAL AND RESIDENTIAL LANDS TAKEN FORM DF-RPA (SMU) FORM NO. 1 CLASS:
R-4
LAND: RESIDENTIAL
YEAR OF TRANSACTION (1) 2013 2011 2014 2011 2013 2011 2014
TAX DECLARATION OR INDEX NUMBER (2) 2008-11L-1771 2008-4L-1589 2008-11L-1785 2008-11L-1763 2008-11L-1775 2008-11l-1727/1728 2008-11L-1797
Prepared By:
LOT NUMBER (3) 1-B-1 2261-A-4 1-A 3139 2137-A 795-D/795-E lot 3
UNIT SALES VALUE (4) 500.00 445.23 232.55 183.68 150.00 121.95 109.89
Noted By: FE B. ALMIÑE Local Assessment Operations Officer 1
-55-
LIVIO K. SARABIA, M.P.A.,R.E.A. City Assessor
DF - RPA (SMV) FORM NO. 1-A
TABULATION OF SALES VALUES FOR EACH CLASS OF COMMERCIAL INDUSTRIAL AND RESIDENTIAL LANDS TAKEN FORM DF-RPA (SMU) FORM NO. 1 CLASS:
R-5
LAND: RESIDENTIAL
YEAR OF TRANSACTION (1) 2010 2011 2011 2009 2014 2010
TAX DECLARATION OR INDEX NUMBER (2) 2008-4L-1632 2008-13L-2699 2008-15L-2584 2008-11L-1699 2008-4L-1878 2008-13L-2700
Prepared By: FE B. ALMIÑE Local Assessment Operations Officer 1
LOT NUMBER (3) 2256-F-1 3256-B-3-A-3-B 4348-D-1 2163-G 2306-B-4-C-3 3529-B-1
UNIT SALES VALUE (4) 200.00 182.14 181.40 125.78 70.42 50.00
Noted By:
56-
LIVIO K. SARABIA, M.P.A.,REA City Assessor
DF - RPA (SMV) FORM NO. 1-A
TABULATION OF SALES VALUES FOR EACH CLASS OF COMMERCIAL INDUSTRIAL AND RESIDENTIAL LANDS TAKEN FORM DF-RPA (SMU) FORM NO. 1 CLASS:
R-6
LAND: RESIDENTIAL
YEAR OF TRANSACTION (1) 2008 2012 2011 2009 2013 2012 2011 2010 2011
LOT NUMBER (3) 4307-F 3084-B 4307-G-1 2163-F-1 2996 2548-A-7 3396-E-2 4271-A 1882-A-1
2008-15L-2583 2008-9L-4504 2008-15L-2574 2008-11L-1700 2008-15L-4512 2008-8L-4312 2008-13L-2846 2008-15L-2523 2008-4L-1630
Prepared By: FE B. ALMIÑE Local Assessment Operations Officer 1
UNIT SALES VALUE (4) 311.17 152.17 144.92 125.78 99.84 83.33 73.85 68.96 57.37
Noted By:
-57
LIVIO K. SARABIA, M.P.A.,R.E.A. City Assessor
DF - RPA (SMV) FORM NO. 1-A
TABULATION OF SALES VALUES FOR EACH CLASS OF COMMERCIAL INDUSTRIAL AND RESIDENTIAL LANDS TAKEN FORM DF-RPA (SMU) FORM NO. 1 CLASS:
R-7
LAND: RESIDENTIAL
YEAR OF TRANSACTION (1) 2009 2008 2012 2008 2011
TAX DECLARATION OR INDEX NUMBER (2) 2008-8L-3875 2008-9L-3606 2008-12L-2491 2008-12L-2377 2008-12L-2403
Prepared By: FE B. ALMIÑE Local Assessment Operations Officer 1
LOT NUMBER (3) 2650-D-2-C 2787-B-9-B 44-A 44-G 37
UNIT SALES VALUE (4) 333.33 131.57 78.74 47.24 21.73
Noted By:
-58-
LIVIO K. SARABIA, M.P.A., R.E.A. City Assessor
Annex "C"
COMPUTATION FOR THE BASE MARKET VALUE
URBAN LAND
LAND : Commercial
Class : C-1
Approved Schedule for 2008
-
Php 4,200.00
Add :
-
Php 2,100.00
50 % increase
Hence : Php 4,200.00 + Php 2,100.00 =
-59-
Php 6,300.00/square meter
Annex "C"
COMPUTATION FOR THE BASE MARKET VALUE
URBAN LAND
LA Commercial
Class : C-2
Approved Schedule for 2008
-
Php 3,500.00
Add :
-
Php 1,750.00
50 % increase
Hence : 'Php 3,500.00 + Php 1,750.00 =
-60-
Php 5,250.00/square meter
Annex "C"
COMPUTATION FOR THE BASE MARKET VALUE
URBAN LAND
LAN
Commercial
Class :
Approved Schedule for 2008
Add :
-
50% increase
C-3
Php 3,000.00
Php 1,500.00
Hence : Php 3,500.00 + 1,750.00
-61-
Php 4,500.00/square meter
Annex "C"
COMPUTATION FOR THE BASE MARKET VALUE
URBAN LAND
LACommercial
Class : C-4
Approved Schedule for 2008
=
Add : 50% increase
Php 2,210.00
Php 1,105.00
=
Hence : Php 2,210.00 + 1,105.00
SAY:
-62-
Php 3,315.00
Php 3,320.00/square meter
Annex "C"
COMPUTATION FOR THE BASE MARKET VALUE
URBAN LAND
LAND : Commercial
Class : C-5
Approve Approved Schedule for 2008 Add :
50 % increase
Php 1,900.00
-
Php 950.00
Hence : Php 1,900.00 + 950.00
-63-
=
Php 2,850.00/square meter
Annex "C"
COMPUTATION FOR THE BASE MARKET VALUE
URBAN LAND
LAND :
Commercial
Class :
Arrange the unit sales values under column 4 of DF-RPA (SMV) FORM NO. I-A from the highest to the lowest value:
No.
Unit Sales Value
1
=
Php 8,256.88
2
=
Php 2,551.02
3
=
Php 2,469.13
4
=
Php 1,874.50
5
=
Php 1,630.00
6
=
Php 1,401.86 Total
(1)
Averag Php 18,183.39 6
(2)
Middlemost Sales Value
(3)
Unit Base Market Value
=
-64-
Php 3,030.56
Php 2,469.13
Php 3,030.56 + Php 2,469.13 2
SAY
Php18,183.39
=
Php 2,749.84
Php 2,750.00/square meter
C-6
Annex "C"
COMPUTATION FOR THE BASE MARKET VALUE
URBAN LAND
LAND : Commercial
Class : C-7
Approved Schedule for 2008
=
Php 1,300.00
=
Add : 50% increase
=
Php 650.00
Hence : Php 1,300.00 + 650.00
-65-
=
Php 1,950.00 per square meter
Annex "C"
COMPUTATION FOR THE BASE MARKET VALUE
URBAN LAND
LAND : Commercial
Class : C-8
Approved Schedule for 20
-
Php 1,200.00
Add :
-
Php 600.00
50 % increase
Hence : Php 1,200.00 + 600.00
-66-
=
Php 1,800.00/square meter
Annex "C"
COMPUTATION FOR THE BASE MARKET VALUE
URBAN LAND
LAND : Commercial
Class : C-9
Approved Schedule for 20
-
Php 960.00
Add :
-
Php 480.00
50 % increase
Hence : Php 9Php 960.00 + 480.00
-67-
Php 1,440.00/square meter
Annex "C"
COMPUTATION FOR THE BASE MARKET VALUE
URBAN LAND
LAND :
Commercial
Class :
C-10
Arrange the unit sales values under column 4 of DF-RPA (SMV) FORM NO. I-A from the highest to the lowest value:
No.
Unit Sales Value
1
=
Php 2,144.46
2
=
Php 2,074.68
3
=
Php 1,200.00
4
=
Php 1,119.40
5
=
Php 1,106.19
6
=
Php 875.00
7
=
Php 806.45
8
=
Php 250.00
Total
Php 9,576.18
(1)
Average
Php 9,576.18 8
=
Php 1,197.02
(2)
Middlemost Sales Value
=
Php 1,106.19
(3)
Unit Base Market Value Php 1,197.02 + Php 1,106.19 = 2
SAY -68-
Php 1,151.60
-
Php 1,150.00/square meter
Annex "C"
COMPUTATION FOR THE BASE MARKET VALUE
URBAN LAND
LAND :
Commercial
Class :
Arrange the unit sales values under column 4 of DF-RPA (SMV) FORM NO. I-A from the highest to the lowest value:
No.
Unit Sales Value
1
=
Php 2,610.96
2
=
Php 1,530.61
3
=
Php 1,200.00
4
=
Php 1,118.21
5
=
Php 625.00
6
=
Php 497.07
7
=
Php 253.33
8
=
Php 250.00
Total
Php 8,085.18
(1)
Average
Php 8,085.18 8
=
Php 1,010.64
(2)
Middlemost Sales Value
=
Php 1,118.21
(3)
Middlemost Sales Value =
Php 1,064.42
Php 1,010.64 + Php 1,118.21 2
SAY
-69-
= Php 1,060.00/square meter
C-11
Annex "C"
COMPUTATION FOR THE BASE MARKET VALUE
URBAN LAND
LAND :
Commercial
Class :
Arrange the unit sales values under column 4 of DF-RPA (SMV) FORM NO. I-A from the highest to the lowest value:
No.
Unit Sales Value
1
=
Php 1,000.00
2
=
'Php 900.00
3
=
Php 896.86
4
=
Php
655.20
5
=
Php
500.00
6
=
Php
465.51
Total
Php 4,417.57
(1)
Average
Php 4,417.57 6
=
Php 736.26
(2)
Middlemost Sales Value
=
Php 655.20
(3)
Unit Base Market Value =
Php 695.73
Php 736.26 + Php 655.20 2
SAY
Php 700.00
-70-
C-12
Annex "C"
COMPUTATION FOR THE BASE MARKET VALUE
URBAN LAND
LAND :
Commercial
Class :
Arrange the unit sales values under column 4 of DF-RPA (SMV) FORM NO. I-A from the highest to the lowest value: No.
Unit Sales Value
1
=
Php 1,465.79
2
=
Php 1,214.57
3
=
Php 1,000.00
4
=
Php 608.62
5
=
Php 408.16
6
=
Php 214.59
7
=
Php 204.91
8
=
Php 117.37
9
=
Php 104.16
Total
Php 5,338.17
(1)
Average
Php 5,338.17 9
=
Php 593.13
(2)
Middlemost Sales Value
=
Php 408.16
(3)
Unit Base Market Value '=
Php 500.64
Php 593.13 + 408.16 2
SAY
= Php 500.00/square meter -71-
C-13
Annex "C"
COMPUTATION FOR THE BASE MARKET VALUE
INDUSTRIAL LAND
I-1
-
No Sales
I-2
-
No Sales
I-3
-
No Sales
I-4
-
1.) Php 429.79
-
2.) Php 208.77 Php 638.56/2 = 319.28 + 208.77 = 528.05/2 = 264.02 SAY
= 260.00
Considering that no valid sales had been effected on Industrial Lands, sub-class 1, 2 & 3, its corresponding increase shall be based on TRENDING METHOD - a percentage increase based on sales analysis of industrial lands sub-classified as 4th class, which is:
From Php 180.00 to Php 260.00 = difference of Php 80.00 '
Php 80.00/120.00 = 44% increase
-72-
Annex "C"
COMPUTATION FOR THE BASE MARKET VALUE
INDUSTRIAL LAND
LAND: Industrial
CLASS: I-1
Approved Schedule for
-
Php 600.00
Add: 50% increase
-
Php 300.00
'=
Php 900.00
Hence: Php 600.00 + Php SAY
=
Php 900.00/square meter
-73-
Annex "C"
COMPUTATION FOR THE BASE MARKET VALUE
INDUSTRIAL LAND
CLASS: I-2
LAND: Industrial
Approved Schedule for 2008
-
Php 420.00
Add: 50% increase
-
Php 210.00
Hence: 'Php 420.00 + Php 210.00
=
Php 604.80 =
SAY
-74-
Php 600.00/square meter
Annex "C"
COMPUTATION FOR THE BASE MARKET VALUE
INDUSTRIAL LAND
CLASS: I-3
LAND: Industrial
Approved Schedule for 2008
-
Php 300.00
Add: 50% increase
-
Php 150.00
Hence: Php 300.00 + Php 150.00
=
Php 450.00 =
SAY
-75-
Php 450.00/square meter
Annex "C"
COMPUTATION FOR THE BASE MARKET VALUE
INDUSTRIAL LAND
CLASS: I-4
LAND: Industrial
Approved Schedule for 2008
-
Php 180.00
Add: 50% increase
-
Php 90.00
Hence: Php 180.00 + Php 90.00
=
-76-
Php 270.00 per sq. m.
Annex "C"
COMPUTATION FOR THE BASE MARKET VALUE URBAN LAND
LAND :
Residential
Class :
R-1
Arrange the unit sales values under column 4 of DF-RPA (SMV) FORM NO. I-A from the highest to the lowest value:
No.
Unit Sales Value
1
-
Php 1,230.76
2
-
Php 1,213.59
3
-
Php 1,185.77
4
-
Php 909.09
5
-
Php 675.67
6
-
Php 502.51
Total
Php 5,717.39
(1)
Average
Php 5,717.39 6
=
Php 952.89
(2)
Middlemost Sales Value
=
Php 909.90
(3)
Unit Base Market Value =
Php 931.39
Php 952.89 + 909.90 2
SAY
-77-
Php 930.00/square meter
Annex "C"
COMPUTATION FOR THE BASE MARKET VALUE URBAN LAND
LAND :
Residential
Class :
R-2
Arrange the unit sales values under column 4 of DF-RPA (SMV) FORM NO. I-A from the highest to the lowest value:
No.
Unit Sales Value
1
-
Php 1,741.29
2
-
Php 609.75
3
-
Php 500.00
4
-
Php 371.74
5
-
Php 370.00
6
Php 125.00 Total
-
Php
3,717.78
(1)
Average
Php 3,717.78 6
=
Php 619.63
(2)
Middlemost Sales Value
=
Php 500.00
(3)
Unit Base Market Value Php 619.63 + 500.00 2
=
Php 559.81/square meter
SAY Php 560.00/square meter
-78-
Annex "C"
COMPUTATION FOR THE BASE MARKET VALUE URBAN LAND
LAND : Residential
Class :
R-3
Arrange the unit sales values under column 4 of DF-RPA (SMV) FORM NO. I-A from the highest to the lowest value:
No.
Unit Sales Value
1
-
Php 597.01
2
Php 500.00
3
-
Php 464.28
4
Php 414.93
5
-
Php 335.00
6
-
Php 300.00
7
Php 258.62 Total
(1)
Average
-
Php 2,869.84 7
(2)
Middlemost Sales Value
(3)
Unit Base Market Value
Php 409.97
=
Php 409.97 + 414.93 2
SAY
Php 2,869.84
=
=
Php 414.93
Php 412.45
Php 410.00/square meter
-79-
Annex "C"
COMPUTATION FOR THE BASE MARKET VALUE URBAN LAND
LAND :
Residential
Class :
R-4
Arrange the unit sales values under column 4 of DF-RPA (SMV) FORM NO. I-A from the highest to the lowest value:
No.
Unit Sales Value
1
-
'Php 500.00
2
-
'Php 445.23
3
-
Php 232.55
4
-
Php 183.68
5
-
Php 150.00
6
-
Php 121.95
7
-
Php 109.89
Total
-
Php 1,743.30
(1)
(2)
(3)
Average
Php 1,743.30 7
'Php 249.04
Middlemost Sales Value
=
Php 183.68
=
Php 216.36
Unit Base Market Value Php 249.04 + 183.68 2
SAY
-80-
Php 220.00/square meter
Annex "C"
COMPUTATION FOR THE BASE MARKET VALUE URBAN LAND
LAND :
Residential
Class :
R-5
Arrange the unit sales values under column 4 of DF-RPA (SMV) FORM NO. I-A from the highest to the lowest value:
No.
Unit Sales Value
1
-
Php 200.00
2
-
Php 182.14
3
-
Php 181.40
4
-
Php 125.78
5
-
Php 70.42
6
-
Php 50.00
-
Php 809.74
Total
Php 809.74 5
(1)
Average
(2)
Middlemost Sales Value
(3)
Unit Base Market Value Php 134.95 + 125.78 2
SAY
-81-
=
Php 134.95
=
Php 125.78
=
Php 130.36
Php 130.00/square meter
Annex "C"
COMPUTATION FOR THE BASE MARKET VALUE URBAN LAND
LAND :
Residential
Class :
R-6
Arrange the unit sales values under column 4 of DF-RPA (SMV) FORM NO. I-A from the highest to the lowest value:
No.
Unit Sales Value
1
-
2
Php 311.17 -
Php 152.17
3
-
Php 144.92
4
-
Php 125.94
5
-
Php 99.84
6
-
Php 83.33
7
Php 73.85
8
Php 68.96
9
Php 57.37 Total Php 1,116.63 9
(1)
Average
(2)
Middlemost Sales Value
(3)
Unit Base Market Value
=
'Php 124.07
=
Php 124.07 + 99.84 2
'=
SAY
-82-
Php1,116.63
Php 99.84
Php 111.95
Php 110.00/square meter
Annex "C"
COMPUTATION FOR THE BASE MARKET VALUE URBAN LAND
LAND :
Residential
Class :
R-7
Arrange the unit sales values under column 4 of DF-RPA (SMV) FORM NO. I-A from the highest to the lowest value:
No.
Unit Sales Value
1
-
Php 219.78
2
-
Php 150.00
3
-
Php 78.74
4
-
Php 47.24
5
-
Php 21.73 Total
Php 517.49 5
-
Php 517.49
=
(1)
Average
(2)
Middlemost Sales Value
(3)
Unit Base Market Value
Php 103.49
=
Php 78.74
Php 103.49 + 78.74 2
Php 90.99
SAY
-83-
=
Php 90.00/square meter
CRITERIA SUB-CLASSIFICATION OF LANDS SITUATED IN RESIDENTIAL, COMMERCIAL & INDUSTRIAL AREAS IN THIS CITY
I.
I.
FIRST CLASS COMMERCIAL LANDS a) b) c) d) e)
II.
COMMERCIAL LANDS
Located along concrete road or asphalted road; Where the highest trading, social or educational activities of the city take place; Where concrete and high grade commercial or business buildings are situated Where vehicular and pedestrian traffic flow are exceptionally busy; and Apparently command the highest land value of the city.
SECOND CLASS COMMERCIAL LANDS a) Along concrete or asphalted roads; b) Where semi-concrete commercial or business buildings are situated; and c) Where trading, social or educational activities are considerably high, but fail short from the 1st class commercial lands.
III.
THIRD CLASS COMMERCIAL LANDS a) Along concrete or asphalted roads; b) Where trading, social or educational activities are significantly less than the second class commercial lands; c) Where average commercial or business buildings are situated; d) Where vehicular and pedestrian traffic flow are fairly busy; and e) Commands lesser value than the 3rd class commercial lands.
IV.
FOURTH CLASS COMMERCIAL LANDS a) b) c) d) e)
V.
FIFTH CLASS COMMERCIAL LANDS a) b) c) d) e)
VI.
Along concrete asphalted road; Where trading, social or educational activities are significantly low but predominant; Where mixed commercial and residential buildings are situated; Where vehicular and pedestrian traffic flow are regularly less busy; and Commands lesser value than the 3rd class commercial lands.
Along concrete or asphalted road; Where trading, social or educational activities are significantly low, but predominant; Where mixed commercial and residential buildings are situated; Where vehicular and pedestrian traffic flow are regularly less busy; and Commands lesser value than the 4th class commercial lands.
SIXTH CLASS COMMERCIAL LANDS a) b) c) d) e)
Along concrete or asphalted road; Where trading, social or educational activities are significantly low, but predominant; Where mixed commercial and residential buildings are situated; Where vehicular and pedestrian traffic flow are regularly less busy; and Commands lesser value than the 5th class commercial lands.
-84-
VII.
SEVENTH CLASS COMMERCIAL LANDS a) b) c) d) e)
VIII.
EIGHT CLASS COMMERCIAL LANDS a) b) c) d) e)
IX.
Along concrete or asphalted road; Where trading, social or educational activities are significantly low, but predominant; Where mixed commercial and residential buildings are situated; Where vehicular and pedestrian traffic flow are regularly less busy; and Commands lesser value than the 6th class commercial lands.
Along all-weather roads; Where trading, social or educational activities are significantly low, but predominant; Where mixed commercial and residential buildings are situated; Where vehicular and pedestrian traffic flow are regularly less busy; and Commands lesser value than the 7th class commercial lands.
NINTH CLASS COMMERCIAL LANDS a) Commands lesser value than the 8th class commercial lands
X.
TENTH CLASS COMMERCIAL LANDS a) Commands lesser value than the 9th class commercial lands
XI.
ELEVENTH CLASS COMMERCIAL LANDS a) Commands lesser value than the 10th class commercial lands
XII.
TWELVTH CLASS COMMERCIAL LANDS a) Commands lesser value than the 11th class commercial lands
XIII.
THIRTEENTH CLASS COMMERCIAL LANDS a) Commands lesser value than the 11th class commercial lands
-85-
II. I.
RESIDENTIAL LANDS
FIRST CLASS RESIDENTIAL LANDS a) Along concrete road; b) Where high grade apartment or residential buildings are predominantly situated; c) Where public utility transportation facilities are exceptionally regular towards major trading centers; d) Located next to a commercially classified lands; e) Where water electric and telephone facilities are available; f) Commands the highest residential land value in the city or municipality; and g) Free of squatters
II.
SECOND CLASS RESIDENTIAL LANDS a) Along concrete or asphalted road; b) Where semi-high grade apartment or residential buildings are predominantly situated; c) Where public utility transportation facilities are fairly regular towards major trading industry; d) Located next to the 1st class residential lands; e) Where water, electric and telephone facilities are available; f) Commands lesser value than the 1st class residential lands; and g) Free of squatters.
III.
THIRD CLASS RESIDENTIAL LANDS a) b) c) d) e) f)
IV.
FOURTH CLASS RESIDENTIAL LANDS a) b) c) d) e) f)
V.
Along all weather roads; Where average grade residential buildings are predominantly situated; Where public utility transportation facilities are regular towards major trading center; Located next to the 2nd class residential lands; Where water and electric facilities are available; and Commands lesser value than the 2nd class residential lands.
Along all-weather roads; Where low-grade residential buildings are predominantly situated; Located next to the 3rd class residential lands; Where public utility transportation facilities are irregular; Where sources of water facilities are commonly pump wells; and Commands lesser value than the 3r5d class residential lands;
FIFTH CLASS RESIDENTIAL LANDS a) b) c) d) e) f)
Along all-weather roads; Where residential buildings are still scarcely constructed; Where public water and electric facility sources are not rapidly available; Located to the 4th class residential lands; Transportation facilities are exceptionally irregular; and Predominantly undeveloped residential lands
-86-
VI.
SIXTH CLASS RESIDENTIAL LANDS a) b) c) d) e) f)
VII.
Along the weather roads; Where residential buildings are very scarce; Where public water and electric facility sources are not available; Located farthest residential lands from trading centers; Transportation facilities are exceptionally mirregular; and Mix land use area residential and agricultural.
SEVENTH CLASS RESIDENTIAL LANDS a) Commands lesser value than the 6th class residential lands. III.
INDUSTRIAL LANDS
I.
FIRST CLASS INDUSTRIAL LANDS
II.
SECOND CLASS INDUSTRIAL LANDS a) Along concrete or asphalted public road, pier, seacost or navigable river; b) Located within a distance of more than 1,000 meters but not beyond 2,000 meters to the major tr5ading centers of the city; c) Where the3 vicinity is extensively used for industrial purposes; and d) Commands lesser land value than the 1st class industrial lands.
III.
THIR5D CLASS INDUSTRIAL LANDS a) Located more than 2,000 meters to the major trading centers of the city but not beyond 3,000 meters; b) Where the vicinity is extensively used for industrial purposes; and c) Commands lesser land value than the 2nd class industrial lands.
IV.
FOURTH CLASS INDUSTRIAL LANDS a) Located more than 4,000 meters to the major trading centers of the city; b) Where the vicinity is extensively used for industrial purposes; and c) Commands lesser land value than the 3rd class industrial lands.
‘-87-
SCHEDULE OF BASE UNIT VALUES FOR AGRICULTURAL LANDS
A.
LAND
CLASS AND BASE UNIT MARKET VALUES (per hectare)
Kind of Land
1st
2nd
3rd
1. Coconut land, rice land (unirrigated) and orchard
181,440.00 141,120.00 100,800.00
2. Nipa land including palm and corn land
172,840.00 141,120.00
90,720.00
3. Bamboo land and Banana land
161,280.00 120,960.00
80,640.00
4. Ubi, Camote and Palao land
100,800.00 79,800.00
50,400.00
5. Pasture, Wood and Cogonal land
80,640.00
30,240.00
-88-
50,400.00
Annex "B"
STATEMENT OF SALES VALUES FOR AGRICULTURAL LANDS
LAND : Cornland Tax Dec. No. Or Index No. (1) 1 2008-12L-2570 2008-12L-2591 2008-6L-0609 2008-14L-2758 2008-6L-0624 2008-12L-2622
Lot No. 2 4203-D-2 5884 5715-A 5725-E-2-C 6005 4209-B-1
Location (St./Blk./Dist./Brgy.) 3 San Isidro District San Isidro District Cabawan District Tiptip District Cabawan District San Isidro District
Kind of Land (Res./Comm./lnd.) 4 Maizal Maizal Maizal Maizal Maizal Maizal
Sub-Class (1st etc.) 5 1st 1st 1st 1st 1st 1st
PREPARED BY:
Sales Values 6 50,000.00 300,000.00 30,000.00 1,410.00 100,000.00 20,000.00
Area (sq.m.) 7 0.1351 0.0732 0.17106 0.0141 1.1143 0.4652
Sales Values (per sq. m) 8 370,096.22 240,269.10 175,849.94 100,000.00 89,742.43 42,992.26
Year of Transaction 9 2013 2010 2012 2014 2013 2013
Document File No. 10 2008-12L-2570 2008-12L-2591 2008-6L-0609 2008-14L-2758 2008-6L-0624 2008-12L-2622
NOTED BY: FE B. ALMIÑE
LIVIO K. SARABIA, M.P.A., R.E.A.
Local Assessment Operations Officer 1
City Assessor -89-
DF-RPA SMV FORM NO.I TABULATION OF SALES VALUES FOR EACH CLASS OF AGRICULTURAL LANDS TAKEN FROM DF-RPA (SMV) FORM NO. 1
LAND: Cornland
Class: 1st Class
2008-12L-2570
4203-D-1
Location (St./Blk./Dist./Brgy. 3 San Isidro Dist.
2008-12L-2591
5884
San Isidro Dist.
Agr'l.
Maizal 1st
300,000.00
1.2486
240,269.10
2010
2008-6L-0609
5715-A
Cabawan District
Agr'l.
Maizal 1st
30,000.00
0.1706
175,849.94
2012
2008-14L-2758
5725-E-2-C
Tiptip District
Agr'l.
Maizal 1st
1,410.00
0.0141
100,000.00
2014
2008-6L-0624
6005
Cabawan District
Agr'l.
Maizal 1st
100,000.00
1.1143
89,742.43
2013
2008-12L-2622 to 2628
4209-B-1 to 4209-B-7
San Isidro Dist.
Agr'l.
Maizal 1st
20,000.00
0.4652
42,992.26
2013
Tax Dec. No. Or Index No.(1) 1
Lot No. 2
Kind of Land (Res/Comm./Ind.) 4 Agr'l.
Sub-Class (1st, etc.) 5 Maizal 1st
Sales Values
PREPARED BY:
6 50,000.00
Area (sq.m.) 7 0.1351
Sales Values (per sq.m.) 8 370,096.22
Year of Transaction 9
2013
NOTED BY:
FE B. ALMIÑE Local Assessment Operations Officer 1
LIVIO K. SARABIA, M.P.A., R.E.A. City Assessor -90-
Annex "C"
COMPUTATION FOR THE BASE MARKET VALUE
AGRICULTURAL LAND
LAND: Cocal, unirrigated Rice land & Orchard land
CLASS: 1st
Approved Schedule for 2008
-
Php 86,400.00
Add: 110% increase
-
Php 95,040.00
=
Php 181,440.00/hectare
Hence: Php 86,400.00 + Php 95,040.00
-92-
Annex "C"
COMPUTATION FOR THE BASE MARKET VALUE
AGRICULTURAL LAND
LAND: Cocal, unirrigated Rice land & Orchard land
CLASS: 2nd
Approved Schedule for 2008
-
Php 67,200.00
Add: 110% increase
-
Php 73,920.00
Hence:
Php 67,200.00 + Php 73.920.00
-93-
= Php 141,120.00/hectare
Annex "C"
COMPUTATION FOR THE BASE MARKET VALUE
AGRICULTURAL LAND
LAND: Cocal, unirrigated Rice land & Orchard land
CLASS: 3rd
Approved Schedule for 2008
-
'Php 48,000.00
Add: 110% increase
-
'Php 52,800.00
Hence: Php 48,000.00 + Php 52,800.00
-94-
=
Php 100,800.00/hectare
Annex "C"
COMPUTATION FOR THE BASE MARKET VALUE
AGRICULTURAL LAND
LAND : Corn/Nipa/Palm Land
CLASS: 1st
Arrange the unit sales values under column 4 of DF-RPA (SMV) FORM NO. 1-A from the highest to the lowest value: No.
Unit Sales Value
1
-
Php 370,096.22
2
-
Php 240,269.10
3
-
Php 175,849.94
4
-
Php 100,000.00
5
-
Php 89,742.43
6
-
Php 42,992.26
Total
Php 1,018,949.95
-
(1) Average Php 1,018,949.95
Php 169,824.99
6 (2) Midlemost Sales Value
Php 175,849.94
-
(3) Unit Base Market Value Php 169,824.99 + Ph hp 175,849.94 /2 = Php
172,837.46
Php 172,840.00/per square meter
-95-
Annex "C"
COMPUTATION FOR THE BASE MARKET VALUE
AGRICULTURAL LAND
LAND: Corn/Nipa & Palm Land
CLASS: 2nd
Approved Schedule for 2008
-
Php 67,200.00
Add: 110% increase
-
Php 73,920.00
Hence: Php 67,200.00 + Php 73,920.00
-96-
= Php 141,120.00/hectare
Annex "C"
COMPUTATION FOR THE BASE MARKET VALUE
AGRICULTURAL LAND
LAND: Corn/Nipa & Palm Land
CLASS: 3rd
Approved Schedule for 2008
-
Php 43,200.00
Add: 110% increase
-
Php 47,520.00
=
Php 90,720.00/hectare
Hence: Php 43,200.00 + Php 47,520.00
-97-
Annex "C"
COMPUTATION FOR THE BASE MARKET VALUE
AGRICULTURAL LAND
LAND: Bamboo & Banana land
CLASS: 1st
ApprovedSchedule for 2008
-
Php 76,800.00
Add: 110% increase
-
Php 84,480.00
Hence: Php 76,800.00 + Php 84,480.00
-98-
= Php 161,280.00/hectare
Annex "C"
COMPUTATION FOR THE BASE MARKET VALUE
AGRICULTURAL LAND
LAND: Bamboo & Banana land
CLASS: 2nd
Approved Schedule for 2008
-
Php 57,600.00
Add: 110% increase
-
Php 63.360.00
=
Php 120,960/hectare
Hence: Php 57,600.00 + Php 63,360.00
-99-
Annex "C"
COMPUTATION FOR THE BASE MARKET VALUE
AGRICULTURAL LAND
LAND: Bamboo & Banana land
CLASS: 3rd
Approved Schedule for 2008
-
Php 38,400.00
Add: 110% increase
-
Php 42,240.00
=
Php 80,640.00/hectare
Hence: Php 38,400.00 + Php 42,240.00
-100-
Annex "C"
COMPUTATION FOR THE BASE MARKET VALUE
AGRICULTURAL LAND
LAND: Ubi,Camote & Palao land
CLASS: 1st
Approved Schedule for 2008
-
Php 48,000.00
Add: 110% increase
-
Php 52,800.00
Hence:
Php 48,000.00 + Php 52,800.00
-101-
=
Php 100,800.00/hectare
Annex "C"
COMPUTATION FOR THE BASE MARKET VALUE
AGRICULTURAL LAND
LAND: Ubi,Camote & Palao land
CLASS: 2nd
Approved Schedule for 2008
-
Php 38,000.00
Add: 110% increase
-
Php 41,800.00
Hence:
Php 38,000.00 + Php 41,800.00
-102-
=
Php 79,800.00/hectare
Annex "C"
COMPUTATION FOR THE BASE MARKET VALUE
AGRICULTURAL LAND
LAND: Ubi,Camote & Palao land
CLASS: 3rd
Approved Schedule for 2008
-
Php 24,000.00
Add: 110% increase
-
Php 26,400.00
Hence:
Php 24,000.00 + Php 26,400.00
-103-
=
Php 50,400.00/hectare
Annex "C"
COMPUTATION FOR THE BASE MARKET VALUE
AGRICULTURAL LAND
LAND: Pasture, Wood & Cogonal Land
CLASS: 1st
Approved Schedule for 2008
-
Php 38,400.00
Add: 110% increase
-
Php 42,240.00
=
Php 80,640.00/hectare
Hence:
Php 38,400.00 + Php 42,240.00
-104-
Annex "C"
COMPUTATION FOR THE BASE MARKET VALUE
AGRICULTURAL LAND
LAND: Pasture, Wood & Cogonal Land
CLASS: 2nd
Approved Schedule for 2008
-
Php 24,000.00
Add: 110% increase
-
Php 26,400.00
=
Php 50,400.00/hectare
Hence:
Php 24,000.00 + Php 26,400.00
-105-
Annex "C"
COMPUTATION FOR THE BASE MARKET VALUE
AGRICULTURAL LAND
LAND: Pasture, Wood & Cogonal Land
CLASS: 3rd
Approved Schedule for 2008
-
Php 14,400.00
Add: 110% increase
-
Php 15,840.00
Hence:
Php 14,400.00 + Php 15,840.00
-106-
Php 30,240.00/hectare
"ANNEX E"
A. PRODUCTIVITY CLASSIFICATION Productivity of agricultural land shall be classified according to their actual or potential annual production per hectare. Fruit bearing trees and perennial plants shall also be classified to their annual production per tree.
1. a) COCONUT LAND 1st Class -
land which is capable of growing coconut trees that will produce an average of more than 70 nuts per tree annually.
2nd Class -
land which is capable of growing coconut trees that will produce an average of from 50 to 70 nuts per tree annually.
3rd Class -
land which is capable of growing coconut trees that will produce an average of 30 to 49 nuts per tree annually. b) RICE LAND (UNIRRIGATED)
1st Class
-
with a productivity of more than 50 cavans of palay annually per hectare
2nd Class -
with a productivity of from 30 to 49 cavans of palay annually per hectare
3rd Class
with a productivity of less than 30 cavans of palay annually per hectare
-
c) ORCHARD OR FRUIT LAND 1st Class
-
all orchards, etc., situated within 1 kilometer from the Poblacion, any market place, from any national, provincial or municipal road which is properly maintained and passable by motor vehicle.
2nd Class
-
all orchards situated at a distance of from over 1 to 2 kilometers from the points or place stated above.
3rd Class
-
all orchards not falling within 1st and 2nd class categories stated above. 2. a) NIPA LAND
1st Class
-
all lands capable of producing annually for each hectare more than 50,000 nipa shingles.
2nd Class
-
all lands capable of producing annually for each hectare from 30,000 to 50,000 nipa shingles.
3rd Class
-
all lands capable of producing annually for each hectare from 20,000 to 30,000 nipa shingles. -107-
b) CORN LAND 1st Class -
land which is capable of producing annually for each hectare more than 45 cavans of corn.
2nd Class -
land which is capable of producing annually for each hectare from 28 to 44 cavans of corn.
3rd Class -
land which is capable of producing annually for each hectare less than 28 cavans of corn. 3. a) BAMBOO LAND
1st Class -
all lands producing over 1,440 poles per hectare per year.
2nd Class -
all lands producing 1,080 - 1,440 poles per hectare per year.
3rd Class -
all lands producing less than 1,080 poles per hectare per year b) BANANA LAND
1st Class
-
land which is capable of growing banana plants that produce more than 900 bunches per hectare annually
2nd Class -
land which is capable of growing banana plants that produce 600 - 899 bunches per hectare annually
3rd Class
land which is capable of growing banana plants that produce
-
less than 600 bunches per hectare annually 3. a) UBI LAND 1st Class -
all lands producing over 5,600 kilos per hectare per year.
2nd Class -
all lands producing less than 4,000 kilos per hectare per year b) CAMOTE LAND
1st Class
- all lands producing over 7,000 kilos per hectare per year.
2nd Class - all lands producing 5,600 - 7,000 kilos per hectare per year. 3rd Class
-
all lands producing less than 5,600 kilos per hectare per year. c) PALAO LAND
1st Class
- land which is capable of growing plants that produce more than 2,000 heads per hectare annually.
2nd Class - land which is capable of growing plants that produce 1,500 2,000 heads per hectare annually. 3rd Class -
land which is capable of growing plants that produce less than 1,500 heads per hectare annually. -108-
4. a) PASTURE, WOOD & COGONAL LAND 1st Class
-
all lands situated within 1 kilometer from the Poblacion market place, national, provincial or municipal roads, properly maintained and possible by motor vehicle carts, navigable waters or railway station.
2nd Class
-
all lands situated at a distance of from over 1-2 kilometers from the point or places stated in item for first stated above.
3rd Class
-
all such kind of lands falling with the 1st and 2nd class categories stated above.
-109-
TYPE OF ROADS a) Provincial or National Highway
-
no deduction from basic value 100%
b) Fro other all weather roads
-
3% deduction from basic value 100%
c) Dirt roads
-
6% deduction from basic value 100%
d) For no road outlet
-
9% deduction from basic value 100%
TYPE OF LOCATION
ADJUSTMENT FACTORS
Distance in km to:
-
0 to 1 over 1 to 3 over 3 to 6 over 6 to 9 over 9
-
a) All weather road
-2% -4% -6% -8%
b) Local trading center (Pob) -
+5% 0% -2% -4% -6%
Distance of property from all-weather road, railroad station, landing places along sea coast and from trading center (Pob), shall be measure from corner of the lot or parcel nearest to such road or center. All-weather roads include municipal, provincial, national and all other public roads travelsable by trucks, cars and other forms of motor vehicles under any kind of weather.
APPRAISAL OF TIMBER AND FOREST LANDS Timber and forest lands shall be appraised and assessed in accordance with the provisions of Presidential Decree No. 853 as amended by Presidential Decree No. 888 and as implemented under Assessment Regulation No. 3-76 dated February 9, 1976 of this Department.
APPRAISAL OF MINERAL LANDS Mineral lands shall be valued in accordance with the schedule of market values for such land fixed under Provincial Circular No. 3-78 dated January 24, 1973 of Department of Finance.
APPRAISAL OF MACHINERIES All kinds of machineries classified as real property shall be appraised and assessed in accordance with the provisions of the Department Order No. 32-73 dated June 18, 1973 of this Department. -110-
CLASSIFICATION OF BUILDINGS & IMPROVEMENTS
Building shall be classified according to their use and construction characteristics and unit values established for each class and sub-class together with a set of addition and deduction factors. Building shall be classified according to its structural characteristics, as follows: TYPE I
-
REINFORCED CONCRETE
A) Reinforced concrete columns, beams and floors, CHB wallings, and GIS roofing. (For roof de deck see schedule of extras) B) Reinforced concrete columns and beams, steel truss, reinforced concrete and wood flooring, CHB wallings and GIS roofing. C) Reinforced concrete columns, wooden beams, reinforced concrete and wood flooring, CHB wallings and GIS roofing. TYPE II -
SEMI-CONCRETE
A) Reinforced concrete columns and wooden posts, CHB walls, cement wooden floors, floor joists and roof framing & GIS roofing. B) Reinforced cconcrete columns and wooden posts, CHB and wooden walls, cement/wooden floors, floor joists, roof framing and GIS roofing. C) Plain concrete and wooden posts, CHB and wooden walls, cement wooden floors, Floor joists, roof framing and GIS roofing. TYPE III -
WOODEN MATERIALS
A) 1st group - wooden structural framings, wood sidings, cement of wood flooring and GIS roofing. B) 2nd group - wooden structural framings, wood sidings, cement or wood flooring and GIS roofing. C) 3rd group - wooden structural framings, wood sidings, cement or wood flooring, and GIS roofing. D) 3rd group - wooden structural framings, wood sidings, cement/wood flooring, GIS/ Nipa roofing. E) 3rd group - wooden structural framings, wood & bamboo sidings, cement &bamboo Flooring, GIS and nipa roofing. TYPE IV -
TEMPORARY STRUCTURES (Bamboo & Nipa)
-111-
KINDS OF BUILDINGS 1. One Family Dwelling - a detached building designed for occupied exclusively by one family. 2. Two Family Dwelling - a detached building designed designed for occupied exclusively by two families living independently of each other in their respective dwelling units. 3. Multiple Dwelling - a building used as a house or residence of three or more families living independently from one another, each occupying or more rooms as a single housekeeping unit. 4. Accessoria or Row House - a house of not more than two storeys composed of a row of dwelling units entirely separated from one another by partly wall or walls and with an independent entrance for each dwelling unit. 5. Apartment House - a house with apartment for five or more families living Independently of one another and doing their cooking on the premises, but with one or more entrance common to the apartment.
6. 7. 8.
9. 10.
Apartment - a room or suite of two or more rooms, designed and intended for or occupied by one family for living, sleeping and cooking purposes. Boarding House - a house containing not more than 15 sleeping rooms where lodging is provided for a fixed compensation. Lodging House a building containing not more than 15 sleeping rooms where lodging is provided for a fixed compensation. Accessory Building - a building subordinate to the main building on the same lot and use for purposes customarily incidental to those of the main building such as servants quarters, garage, pump house, etc. School Building a building mainly used for classrooms/offices and others for educational purposes. Hotel a building with more than 15 sleeping rooms, usually occupied singly, where transients are provided with temporary lodging, wit or without meals, and no cooking facilities are provided in any individual suite. Office Building - a building mainly used for stores and/or offices. Banks Condominiums Clinic
11. Theater
-
a building specially designed for the presentation of plays, operas, motion pictures, etc. Church Assembly House
-112-
12. Factory Buildings -
a building utilized for manufacturing goods or finished products, manufacturing plants. Warehouse/Bodega Industrial Bldg. Hangars
13. Supermarket, Shopping Centers - a building used as a market (large) or store, specially a food store, operated in part of a self-serve, cash and carry basis Restaurant Store Bakery Water Refilling Station Internet Café Funeral Homes Tailoring & Dress Shop Beauty Parlor 14. Gymnasium/Coliseum - a building mainly used for sports activities, concerts, etc. 15. Recreation Building - a building used for recreational purposes like a bowling or billard hall, night club, clubhouse, etc. 16. Saw Mills Lumber Sheds Shops 17. Gasoline Service Station 18. Swimming Pool, Bathhouse The fair and current market value of old buildings shall be computed on the basis of replacement cost less depreciation. Replacement cost shall be computed on the basis of the schedule of building unit values which is reflective of the current cost of labor and building materials. Old buildings shall be valued as now and the corresponding allowable depreciation deducted to arrive at their current and fair market value.
-113-
TABLE BUILDING COST AS OF 2017 Type of
1
2
4
5
8
9
10
11
12
13
14
15
16
17
One Family
Two
Accessoria
Apartment
Accessoria
School
Hotel
Theater
Factory
Market/Shopping
Gymnasium
Recreation
Saw Mills
Gasoline
Dwelling
Family
or
6
Garage, Qtrs.
Building
Hospital
Church
Warehouse
Center/Store
Coliseum
Bowling Lane
Lumber Shed
Station
Residence
Dwelling
Row House
Boarding Hse
Office Bldg.
Assembly
Bodega
Restaurant/Bakery
Club House
Shop
Gas Refilling
Banks
House
Storage
Internet Cafe
Pelota, Etc.
Laundry Hse.
Nipa Hut
Condominium
Industrial
Water Refilling Stn.
Clinic
Bldg. Hangars
Dress Shop/Tailoring
3
7
Multiple
Lodging Hse
Guard House
Beauty Parlor
Dwelling
Motels
etc.
Funeral Homes
Plant
I-A I-B I-C
6,900 6,300 5900
6,400 5,900 5,300
5,900 5,600 4,800
6,400 6,300 5,500
5,400 4,800 4,200
6,000 - 6,200 5,500 - 5,700 4,900-5,100
7,700 7,200 6,400
7,300 6,700 6,100
4,200 3,900 3,600
6,200 5,700 5,200
5,900 5,400 4,800
6,800 5,800 5,300
5,300 4,700 4,600
6,300 5,900 5,200
II-A II-B II-C
5,200 4,700 4,100
4,600 4,100 3,700
4,100 3,600 3,200
4,700 4,100 3,700
3,700 3,600 3,300
4,200 - 4,400 4,000 - 4,200 3,600 - 3,800
5,700 5,200 4,700
5,200 4,700 4,200
3,200 2,800 2,600
4,400 3,900 3,300
4,200 3,700 3,100
4,400 3,800 3,300
3,100 2,600 2,700
4,400 3,700 3,400
III-A III-B III-C III-D III-E
3,500 3,200 2,700 2,600 2,200
3,300 3,100 2,900 2,600 2,400
2,800 2,600 2,500 2,200 1,900
3,300 3,200 2,900 2,700 2,500
3,000 2,800 2,100 1,800 1,500
2,800 - 3,000 2,600 - 2,800 2,300 - 2,500 2,100 - 2,300 1,900 - 2,100
3,600 3,700 3,200 2,900 2,500
3,600 3,300 3,000 2,900 2,600
2,100 1,900 1,600 1,300 1,100
2,900 2,600 2400 2,200 1,900
2,700 2,500 2,400 2,100 2,000
3,000 2,600 2,500 2,300 2200
2,100 1,800 1,600 1,400 1,200
2,600 2,400 2,200 1,900 1,800
IV
1,700
REPRESENTATIVE PERCENT AGE RATE OF PARTS OF BUILDING Type of Bldg. I-A
18 Swimming Pool Bath House 5,900
Zocalo, Pools & Beams Flooring Roofing Walling Partition Ceiling Electrical Doors Windows Stair Installing Toilet & Bath Septic Vault Plumbing Painting
-114-
15% 10% 15% 15% 5% 3% 2% 4% 4% 2% 5% 5% 5% 10%
SCHEDULE OF EXTRAS 1. PAVEMENTS/FLOORS AND SLABS (Affected Area) a) b) c) d) e) f)
Plain concrete slab for every inch thick Concrete slab w/pain colored for every inch thick 1”x8” cement tile floor 3” ready mix pavement (asphalt) 4”slab w ½ round WI bars for temperature reinforcement6” slab w ½ round WI temperature reinforcement at 0.50 cm. both ways g) Granulithic, linotile, vinyl asphalt and wood tiles finish h) Crazy cut marble finish i) Marble finish -
P
230.00/square meter 260.00/square meter 390.00/square meter 910.00/square meter 1,300.00/square meter 1,560.00/square meter 520.00/square meter 650.00/square meter 780.00/square meter
2. WALLING PARTITIONING (Affected Area) a) b) c) d)
Marble and other similar finish Peeble washout and other similar finish Narra and other similar finish Special aluminum glass panel
-
780.00/square meter 650.00/square meter 520.00/square meter 780.00/square meter
-
780.00/square meter 520.00/square meter
-
260.00/square meter 390.00/square meter 520.00/square meter 390.00/square meter 390.00/square meter 260.00/square meter
-
520.00/square meter 390.00/square meter 260.00/square meter
a) Opera area b) Covered (no siding)
-
20% of the base value 30% of the base value
7. CARPORT/GARAGE
-
40% of the base value
a) Open b) Open (with baluster) c) Covered
-
10% of the base value 20% of the base value 50% of the base value
9. BALCONY
-
50% of the base value
10. MEZANNINE
-
60% of the base value
11. BASEMENT
-
110% of the base value
3. WINDOWS Aluminum frame glass/Plastic frame glass Steel frame glass 4. FENCES a) b) c) d) e) f)
Adobe stone 4” CHB unplastered 4” CHB plastered 6” CHB and reinforced concrete Wrought iron bars and similar kind Wood
5. GATES a) Steel plate b) Wrought iron bars and similar c) Wood 6. DECK
8. TERRACE
-115-
SPECIFICATIONS
TYPE I
-
Reinforced Concrete
A. Reinforced concrete columns, steel truss, beams and floors, CHB wallings and GIS/reinforced concrete roofing. (For roof deck see schedule of extras). B. Reinforced concrete columns and beams, steel truss, reinforced concrete and wood flooring, CHB wallings & GIS roofing. C. Reinforced concrete columns, wooden beams, reinforced concrete and wood flooring, CHB wallings and GIS roofing.
TYPE II
-
Semi-Concrete
A. Reinforced concrete columns and wooden posts, CHB walls, cement/wooden floors, floor joists and roof framing and GIS roofing. B. Reinforced concrete column and wooden posts, CHB wooden walls, cement/wooden floors, floor joists, roof framing and GIS roofing. C. Plain concrete and wooden posts, CHB and wooden walls, cement/wooden floors, floor joists, and roof framing and GIS roofing.
TYPE III
-
Wooden Materials
A. 1st group wooden structural framings, wood sidings, cement or wood flooring and GIS roofing. B. 2nd group wooden structural framings, wood sidings, cement or wood flooring and GIS roofing. C. 3rd group wooden structural framings, wood sidings, cement or wood flooring and GIS roofing. D. 3rd group wooden structural framings, wood sidings, cement/wood flooring, GIS/nipa roofing. E. 3rd group wooden structural framings, wood & bamboo sidings, cement and bamboo flooring, GIS or nipa roofing.
TYPE IV
-
Temporary Structures – (Bamboo & Nipa)
-116-
ESTIMATING DEPRECIATION
“ A method considered simple and reliable for measuring the accumulated and combined effects of the two depreciation forces, has been devised by Cole-Layer Tumble Co., a private company. The method is by means of CDU factors and basic depreciation table. The proportion of value remaining in a particular building is established by the simple process of rating the building in terms of its observed and its degree of desirability and usefulness. This rating of the building is referred to as CDU rating. In establishing the “CDU rating” of building, eight (8) simple classifications are established for the guidance of appraiser on examination of a building. The suggested CDU rating, with their corresponding definition of the observed physical condition of the building and its degree of desirability and usefulness, for its age and for its type are shown.
A) CDU RATING GUIDE CDU Rating of Building Definition for Age and Type of Building Excellent
- building is in perfect condition; very attractive and highly desirable.
Very Good - very slight evidence of deterioration, still attractive & quite desirable. Good
- minor deterioration is visible; slightly less attractive & desirable but useful.
Average
- only normal wear and tear is apparent; average attractiveness and desirability.
Fair
- marked deterioration – but quite usable rather unattractive and undesirable
Poor
- definite deterioration is obvious; definitely desirable and barely useful.
Very Poor - condition approaches unsoundness; extremely undesirable and barely useful. Unsound - building is definitely unsound and practically unfit for use. The CDU of a building represents a practical basis for establishing Basic Depreciation allowances. Each building is rated in terms of its condition desirability and usefulness for its age and type. Age is reflected as an index of the normal deterioration and obsolescence in a structure in a structure which maybe expected over the years. Condition represents a variable measure of the effects of maintenance and remodeling upon a building. Desirablity is measure of the degree of appeal a particular building may have to perspective purchasers. Usefulness is a measure of the utility of the structure for the purpose for which it may be used -117-
Through careful consideration of each of these factors by the appraiser, value from full value to worthlessness. Once the CDU rating of a building has been established through a consideration of its condition, desirability, usefulness for its age and its type, reference to the Basic Depreciation Table will indicate the appropriate allowance for a structure and noted by the appraisers.
B) BASIC DEPRECIATION TABLE ON CDU RATING OF BUILDING Actual Age
Excellent
0- 3 0% 4- 8 0-5% 9-13 5% 14-18 10% 19-23 15% 24-28 20% 29-38 25% 39-49 30% 50 & over 35%
Very Good 5% 5-10% 10% 15% 20% 25% 30% 35% 40%
Good Average Fair
Poor
Very Poor
5% 10% 15% 20% 25% 30% 35% 40% 45%
25% 30% 35% 40% 50% 55% 60% 65%
35% 40% 45% 50% 60% 65% 60%
10% 15% 20% 25% 30% 35% 40% 45% 50%
15% 20% 25% 30% 35% 40% 50% 60% 65%
Unsound 60% 65% 60%
Each building to be assigned a CDU Rating in terms of its Condition Desirability and Usefulness – for age and type. Thus, a building 25 years old might be given a CDU Rating of Good. From the table 30% BASIC DEPRECIATION would be appropriate. The terms “BASIC DEPRECIATION” is appropriate to define the allowance for depreciation established by the method suggested here. For it is truly “basic” depreciation which has been sought and found. It reflects the total combined effect upon value of all the depreciating forces, both physical and functional nature. Allowances for depreciation would be applied only after the first three years of the building unless unusual deterioration has set in during this period.
-118-
VALUATION OF BUILDING & OTHER STRUCTURES Building and Appraisal Procedures Appraisal of structure by replacement cost minus depreciation method will involve the following procedures; 1. 2. 3. 4. 5.
Surveying the improvements. Classifying the improvements. Estimating the replacement cost of the improvements. Estimating the amount of depreciation. Estimating the final value of the improvements.
Note : To obtain the assessed value, multiply the final value of the improvements by the assessment level. Survey the improvements has to be made to collect and record information and data about the subjects structure which will identify it and aid the appraiser in his estimate of its value. For a systematic collection and recording of this information the assessor or his deputy should provide himself with the following basic forms and equipments. 1. 2. 3. 4.
5.
Identification Card – that will identify himself to the request of the occupant or owner of the structure. Tax Map for the area – the assessor has to identify the property with certainly as to its location. Property Record & Appraisal Card – on which to record the information about the subject property. Notices to absent owners – to be left in the premises of the structure when the owner or occupant is absent requesting them to call at the assessors office and arrange time for the examination of the property. Equipment – such as plotting, clips, measuring tape and copy furnished building plans.
Information and Data to be Collected: Information and data to be collected and recorded include those which will identify the property such as ownership, location, use age design, etc. and those about information or the subject property such as design, construction detail, measurement, rentals, purchase price, etc.
Sources of Information: The information maybe acquired by interviewing the owner or occupant of the structure and by conducting a physical investigation of the subject property. Construction details must be observed carefully and measurements. Take with measuring tape and by comparing it with the assessor’s copy of the building plans.
-119-
Recording of Information: Structural details, kind and quality of materials, use story heights, use type, etc. shall be entered in the appraisal card on the spaces provided such information. Measurements may be entered by drawing a scaled sketch of the structures.
Classifying the Improvements: This Phase of the appraisal involve the determination of the structural design of the building for which they are intended. Then the kind and quality of materials used in the construction are further listed down and compared with the structural details adopted in the preparation the schedule of values. To avoid the misclassification of structure, the appraiser must have a complete picture in his mind of the combination of structural characteristics of items of the standards adopted in the preparation of the schedule of values. This could only be achieved by constantly referring to the specifications that accompany the schedule.
Estimating Replacement Cost of the Improvements: Estimate of replacements cost new of a subject structure using the schedule of base unit cost involve the following: 1. Estimate of the area of the structures. 2. Determination of applicable base unit cost. 3. Estimate of cost of variation from standard.
Area of Structure: For buildings, which utilize different kinds of materials, floor areas shall be computed separately according to its specific type.
Applicable Base Unit Cost: From the schedule of unit cost of building can be lifted the applicable base unit cost, to be applied on specific floor areas. This value will multiplied by the area as computed.
Determination of Cost Variation: For buildings whose specification conforms with the standards as per schedule the unit base value cab be used directly. However, if there are variations, specific cost of the deficiency will be deducted and those not found per schedule will be added to the value. The cost of deduction and addition can be derived by applying the representative percentage rates of building parts and schedule of extras.
-120-
ASSESSMENT LEVEL Assessment Level to be applied to the market values of real properties pursuant to Sec. 218 of R.A. 7160.
A) LANDS Actual Use
Assessment Level
Residential Commercial Industrial Mineral Agricultural Timber and Forest Land
-
15% 36% 36% 40% 36% 15%
B) BUILDING & OTHER IMPROVEMENTS: Assessment level Market Value Over P 175,000.00 300,000.00 500,000.00 750,000.00 1,000,000.00 2,000,000.00 5,000,000.00 10,000,000.00
Not Over P 174,999.99 299,999.99 499,999.99 749,999.99 999,999.99 1,999,999.00 4,999,999.00 9,999,999.00 -
Res.
Comm’l./Industrial
0% 05% 10% 15% 20% 25% 30% 35% 40%
30% (not over 300,000.00) 30% 25% 35% 30% 40% 35% 50% 40% 60% 45% 70% 50% 75% 80%
C) MACHINERIES Actual Use Assessment Level Agricultural Residential Commercial/Industrial
40% 50% 80%
D) SPECIAL CLASSESS Actual Use Assessment Level Educational 15% Religious 15% Cultural 15% Scientific 15% Hospital 15% Local waters districts 10% Engaged in the supply & distribution of water and/or generation and transmission of electric power 10% -121-
Agricultural
MISCELLANEOUS PROVISIONS 1. As a general rule, 100% base value per square meter for urban ( residential) lands shall
be applied to all lands within the 1st strip of the 30 meters on Residential Sections or Zones fronting the streets or roads. 2. Lands beyond the standard depth, i.e. 30 meters for residential lands if any, shall be valued at 100% for the 1st strip 80% for the 2nd strip, 60% for the 3rd strip and 50% for the 4th of the base value fixed for the street or road for the remaining area. Provided, however, that in case a parcel of land abutting two streets or roads in two sides with different base values, the stripping and valuation thereof shall be based on the principal street or road with higher base values, but not lower that the schedule of value of the other street. 3. A reduction of 5% and 20% shall be applied from the base value fixed for lands along
gravel, earth or dirt and proposed streets or roads, respectively. In similar manner, if the street or roads and or sections thereof are subsequently improved or constructed, the appraisal and assessment of the same shall be adjusted accordingly. 4. For low and sunken areas of the land, and no build zone area a reduction from the base
value per square meter may be allowed due to the cost of filling and compaction to bring the same at par with the adjoining developed lots, provided however, that such reduction will, in no case, exceeds 30% of the base value thereof.
5. Corner influence value 10% and 15% (for residential & commercial lands respectively) of the
base value shall be added to the valuation of lots situated at the corner of two streets or roads. Provided, however, that if the streets or roads have different base values, the higher base value shall be used in the computation thereof.
6. Vacant and idle lands located in a purely residential or mixed residential, shall be classified
as residential. Is such land is located in a purely commercial area, the same shall be classified as commercial. Mixed residential –commercial area, the same shall be classified according to the class, which is more predominant.
7. Lands where NAPOCOR Plant stands (including its surrounding areas within 100 meter
radius, except surrounding areas within 100 meter radius, except those located across the road) where the new zoning ordinance classified the area as agricultural shall automatically be classified and valued as Industrial sub-classified as I-1. In like manner, lands where gasoline depot situates in an area classified in the new zoning classification as residential, shall automatically be classified and valued as Industrial sub-classified as I-1.
8. Buildings with two or more storeys and in excess of two doors for profit purposes shall be
classified and valued as COMMERCIAL. 9. As far as properly applicable, these schedule of base market values shall be controlling, but
where the property to be assessed if of a kind not classified in this schedule or if any kind for which a value, independent of this schedule.
LIVIO K. SARABIA, M.P.A.,R.E.A. City Assessor -122-
COMPUTATIONS
ON THE
BASE UNIT CONSTRUCTION COST
FOR BUILDINGS & OTHER
STRUCTURES
-123-
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : One Family Dwelling Type I-A Ground Area of Bldg. - 120 square meters
Item 1. MASONRY a) sand b) gravel c) cement d) reinforced bar
FILL FORMS (lawa-an) SCAFFOLDING TIE WIRE NAILS DOOR & WINDOW JAMB PLUMBING ISTALLATION ELECTRICAL LABOR ARCHITECT FEE BLDG. PERMIT MISCELLANEOUS
Size
Unit
5/80x20' std. 1/20x20' std. 3/80x20' std. 3/80x20 mm.
418 pcs. 2x2x212 3/4x4x8' p/wood 1/4x4/8' p/wood 16 assorted sizes 21 pcs. 2x6x14'
Quantity
Unit Cost
cu m cu m bag pc pc pc pc
120 160 1,000 150 360 391 350
253.50 379.60 192.40 239.20 152.10 85.80 42.90
cu m bd ft sheet sheet kilo kilo bd ft
150 1,672 50 60 600 100 294
126.10 11.37 963.30 405.60 50.70 48.10 35.10
Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-124-
Total Cost 0.00 0.00 30,420.00 60,736.00 192,400.00 35,880.00 54,756.00 33,547.80 15,015.00
18,915.00 19,010.64 48,165.00 24,336.00 30,420.00 4,810.00 10,319.40 0.00 28,936.70 11,573.90 173,621.50 28,936.70 3,900.00 825,699.64
825,699.64 6,880.83 6,900.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : One Family Dwelling Type I-B Ground Area of Bldg. - 120 square meters
Item 1. MASONRY a) sand b) gravel c) cement d) CHB e) reinforced bar
FILL FORMS (lawa-an) SCAFFOLDING TIE WIRE NAILS DOOR & WINDOW JAMB
Size
Unit
Quantity
Unit Cost
6"x8"x16" 5/80x20' std. 1/20x20' std. 3/80x20' std. 3/80x20 mm.
cu m cu m bag pc pc pc pc pc
87 150 800 2110 100 280 310 314
253.50 379.60 192.40 13.91 239.20 152.10 85.80 42.90
360 pcs. 2x2x212 3/4x4x8' p/wood 1/4x4/8' p/wood 16 assorted sizes 21 pcs. 2x6x14'
cu m bd ft sheet sheet kilo kilo bd ft
150 1,440 50 60 400 100 294
126.10 25.35 963.30 405.60 50.70 48.10 35.10
PLUMBING ISTALLATION ELECTRICAL LABOR ARCHITECT FEE BLDG. PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-125-
Total Cost 0.00 0.00 22,054.50 56,940.00 153,920.00 29,350.10 23,920.00 42,588.00 26,598.00 13,470.60 0.00 0.00 18,915.00 36,504.00 48,165.00 24,336.00 20,280.00 4,810.00 10,319.40 0.00 26,608.40 10,643.10 159,651.18 26,608.40 3,510.00 0.00 759,191.68
759,191.68 6,326.59 6,300.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : One Family Dwelling Type I-C Ground Area of Bldg. - 363 square meters
Item
1x40x20' std. 1/20x20' std. 1/20x20' std. 5/80x20' std.
cu m cu m bag pc pc pc pc
150 200 4,000 400 320 190 100
253.50 379.60 192.00 32.95 85.80 152.10 239.20
21 pcs. 2x5x20 20 pcs. 2x5x20 5 pcs. 2x5x10
bd ft bd ft bd ft
350 333 41
35.10 35.10 35.10
Total Cost 0.00 0.00 38,025.00 75,920.00 769,600.00 13,182.00 27,456.00 28,899.00 23,920.00 0.00 0.00 0.00 12,285.00 11,688.30 1,439.10
3. FORMS
bd ft
12074
11.37
137,281.38
4. SCAFFOLDINGS
bd ft
12074
25.35
306,075.90
1. MASONRY a) sand b) gravel c) cement d) reinforced bar
2. LUMBER a) Window Jamb b) Door Jamb
Size
Unit
Quantity
Unit Cost
5. TIE WIRE
# 16
kilo
550
50.70
27,885.00
6. NAILS
assorted sizes
kilo
550
48.10
24,050.00
7. LABOR
449,330.11
8. PLUMBING ISTALLATION
74,888.34
9. ELECTRICAL
29,955.34
10. ARCHITECT'S FEE
74,888.34
BLDG.PERMIT & MISCELLANEOUS
Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-126-
5,850.00 2,132,618.81
2,132,618.81 5,874.98 5,900.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : One Family Dwelling Type II-A Ground Area of Bldg. - 120 square meters
Item 1. MASONRY a) sand b) gravel c) cement d) CHB e) reinforced bar
2. LUMBER a) bottomchord b) top chord c) web member d) purlins e) forms f) scaffoldings g) facia board h) door & window jamb
ROOFING a) GI Corr. b) GI Nails c) GI Plain TIE WIRE NAILS PLUMBING ISTALLATION ELECTRICAL LABOR ARCHITECT'S FEE
Size
Unit
Quantity
Unit Cost
4"x8'x16' 5/80x20' std. 3/80x20' std.
cu m cu m bag pc pc pc
75 120 650 1800 90 200
253.50 379.60 192.40 11.66 239.20 85.80
32 pcs. 2"x6"x14 20 pcs. 2"x5"x18 18 pcs. 2"x4"x12 87 pcs. 2"x3"x14 310 pcs. 2"x2"x12 4x4'x48' p/wood 36 pcs 1"x12"x12" 21 pcs 2"x6"x14
bd ft bd ft bd ft bd ft bd ft bd ft bd ft bd ft
440 300 140 600 1200 60 420 285
35.10 35.10 25.35 25.35 11.66 405.60 25.35 35.10
26x32"x8 assorted sizes 26x36"x8 # 16 assorted sizes
sheet kilo sheet kilo kilo
115 35 18 400 55
425.10 48.10 435.50 50.70 48.10
BLDG.PERMIT & MISCELLANEOUS
Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-127-
Total Cost 0.00 0.00 19,012.50 45,552.00 125,060.00 20,989.80 21,528.00 17,160.00 0.00 0.00 0.00 15,444.00 10,530.00 3,549.00 15,210.00 13,993.20 24,336.00 10,647.00 10,003.50
48,886.50 1,683.50 7,839.00 20,280.00 2,645.50 21,720.72 8,688.29 130,324.35 21,720.72 2,925.00 619,728.58
619,728.58 5,164.40 5,200.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : One Family Dwelling Type II-B Ground Area of Bldg. - 120 square meters
Item 1. MASONRY a) sand b) gravel c) cement d) CHB e) reinforced bar
Size
Unit
4"x8'x16' 5/80x20' std. 1/20x20"std. 3/80x20' std.
cu m cu m bag pc pc pc
44 65 600 1,300 65 75 100
253.00 379.60 192.40 10.88 239.20 152.10 85.80
Total Cost 0.00 0.00 11,154.00 24,674.00 115,440.00 14,145.30 15,548.00 11,407.50 8,580.00
440 300 140 600 400 480 432 300 750 1,130
35.10 35.10 25.35 25.35 11.66 25.35 25.35 35.10 25.35 25.35
15,444.00 10,530.00 3,549.00 15,210.00 4,664.40 12,168.00 10,951.20 10,530.00 19,012.50 28,645.50
115 45 25
425.10 48.10 435.50
48,886.50 2,164.50 10,887.50
60
48.10
2,886.00 18,899.14 7,559.65 113,394.84 18,899.14 2,925.00 558,155.67
2. LUMBER a) bottomchord b) top chord c) web member d) purlins e) forms f) scaffoldings g) facia board h) door & window jamb i) floor joist j) T & G flooring
32 pcs. 2"x6"x14 20 pcs. 2"x5"x18 18 pcs. 2"x4"x12 87 pcs. 2"x3"x14 100 pcs. 2"x2"x12 40 pcs. 1"x12"x12 36 pcs 1"x12"x12" 21 pcs 2"x6"x14 66 pcs 2"x5"x14 1"x4"x12
bd ft bd ft bd ft bd ft bd ft bd ft bd ft bd ft bd ft bd ft
ROOFING a) GI Corr. b) GI Nails c) GI Plain
26x32"x8 assorted sizes 26x36"x8
sheet kilo sheet
assorted sizes
kilo
NAILS PLUMBING ISTALLATION ELECTRICAL LABOR ARCHITECT'S FEE
Quantity
Unit Cost
BLDG.PERMIT & MISCELLANEOUS
Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-128-
558,155.67 4,651.29 4,700.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : One Family Dwelling Type II-C Ground Area of Bldg. - 120 square meters
Item 1. MASONRY a) sand b) gravel c) cement d) CHB e) reinforced bar
Size
Unit
cu m cu m bag pc pc pc
4"x8'x16' 1/20x20"std. 3/80x20' std.
Quantity
35 55 500 1,200 60 80
Unit Cost
25.35 379.60 192.40 11.66 152.10 85.80
Total Cost 0.00 0.00 8,872.50 20,878.00 96,200.00 13,993.20 9,126.00 6,864.00
2. LUMBER a) bottomchord b) top chord c) web member d) purlins e) forms f) scaffoldings g) facia board h) door & window jamb i) floor joist j) T & G flooring k) circle l) girt
31 pcs. 2"x6"x14 20 pcs. 2"x5"x18 17 pcs. 2"x4"x12 87 pcs. 2"x3"x14 100 pcs. 2"x2"x12 24 pcs. 1"x12"x12 36 pcs 1"x12"x12" 21 pcs 2"x6"x14 54 pcs 2"x5"x14 1"x4"x12 18 pcs. 2"x16"x14 18 pcs. 2"x8x14
bd ft bd ft bd ft bd ft bd ft bd ft bd ft bd ft bd ft bd ft bd ft bd ft
450 310 140 600 400 280 430 294 750 160 430 334
35.10 35.10 25.35 25.35 11.66 25.35 25.35 35.10 25.35 25.35 35.10 35.10
0.00 0.00 0.00 15,795.00 10,881.00 3,549.00 15,210.00 4,664.00 7,098.00 10,900.50 10,319.40 19,012.50 4,056.00 15,093.00 11,723.40
ROOFING a) GI Corr. b) GI Nails c) GI Plain
26x32"x8 assorted sizes 26x36"x8
sheet kilo sheet
115 35 25
425.10 48.10 435.50
48,886.50 1,683.50 10,887.50
16 assorted sizes
kilo kilo
100 60
50.70 48.10
5,070.00 3,848.00 16,471.97 6,588.79 98,831.85 16,471.97 2,925.00 495,900.58
TIE WIRE NAILS PLUMBING ISTALLATION ELECTRICAL LABOR ARCHITECT'S FEE BLDG.PERMIT & MISCELLANEOUS
Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-129-
495,900.58 4,132.50 4,100.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : One Family Dwelling Type III-A Ground Area of Bldg. - 120 square meters
Item 1. MASONRY a) sand b) gravel c) cement d) CHB e) reinforced bar
Size
Unit
Quantity
Unit Cost
4"x8'x16' 1/20x20"std. 3/80x20' std.
cu m cu m bag pc pc pc
25 45 230 355 35 65
253.50 379.60 192.40 11.37 152.10 85.80
2. LUMBER a) post (yakal) b) bottomchord c) top chord d) web member e) purlins f) facia board g) door & window jamb h) floor joist i) T & G flooring j) girder k) girt
17 pcs. 5"x5"x10 31 pcs. 2"x5"x14 20 pcs. 2"x5"x18 17 pcs. 2"x4"x12 85 pcs. 2"x3"x14 36 pcs. 2"x12"x12 21 pcs 2"x6"x14" 54 pcs 2"x5"x14 2"x4"x12 18 pcs. 2"x8"x14 18 pcs. 2"x8"x14
bd ft bd ft bd ft bd ft bd ft bd ft bd ft bd ft bd ft bd ft bd ft
350 450 350 200 500 450 300 750 600 455 450
35.10 35.10 35.10 25.35 11.37 25.35 35.10 25.35 25.35 35.10 35.10
ROOFING a) GI Corr. b) GI Nails c) GI Plain
26x32"x8 assorted sizes 26x36"x8
sheet kilo sheet
425.10 48.10 435.50
1/4x2"x24 1/206" 1/208' 16 assorted sizes
pair pc pc kilo kilo
115 45 20 . 45 45 90 40 90
POST STRAP BOLTS TIE WIRE NAILS PLUMBING ISTALLATION ELECTRICAL LABOR ARCHITECT'S FEE
62.24 25.35 35.10 50.70 48.10
BLDG.PERMIT & MISCELLANEOUS
Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-130-
Total Cost 0.00 0.00 6,337.50 17,082.00 44,252.00 4,038.12 5,323.50 5,577.00 0.00 0.00 0.00 0.00 12,285.00 15,795.00 12,285.00 5,070.00 5,685.00 11,407.50 10,530.00 19,012.50 15,210.00 15,970.50 15,795.00 0.00 0.00 48,886.50 2,164.50 8,710.00 0.00 2,800.80 1,140.75 3,159.00 2,028.00 4,329.00 13,977.92 5,590.00 83,867.55 13,977.92 1,950.00 414,237.56
414,237.56 3,451.97 3,500.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : One Family Dwelling Type III-B Ground Area of Bldg. - 120 square meters
Item 1. MASONRY a) sand b) gravel c) cement e) reinforced bar
Size
Unit
1/20x20"std. 3/80x20' std.
20 40 130 35 65
253.50 379.60 192.40 152.10 85.80
350 440 300 140 600 430 294 750 1,130 419 334 780 1,100
35.10 25.35 25.35 25.35 11.37 25.35 25.35 25.35 25.35 25.35 25.35 11.37 12.35
115 40 18
425.10 48.10 435.50
17 35 72 25 90
62.24 25.35 35.10 50.70 48.10
17 pcs. 5"x5"x10 31 pcs. 2"x6"x14 20 pcs. 2"x5"x18 17 pcs. 2"x4"x12 85 pcs. 2"x6"x14 36 pcs. 2"x12"x12 21 pcs 2"x6"x14" 54 pcs 2"x5"x14 1"x4"x12 18 pcs. 2"x10"x14 18 pcs. 2"x8"x14 130 pcs. 2"x3"x12 7/8x4"12
bd ft bd ft bd ft bd ft bd ft bd ft bd ft bd ft bd ft bd ft bd ft
ROOFING a) GI Corr. b) GI Nails c) GI Plain
26x32"x8 assorted sizes 26x36"x8
sheet kilo sheet
1/4x2"x24 1/206" 1/208' 16 assorted sizes
pair pc pc kilo kilo
TIE WIRE NAILS PLUMBING ISTALLATION ELECTRICAL LABOR ARCHITECT'S FEE
Unit Cost
cu m cu m bag pc pc
2. LUMBER a) post (yakal) b) bottomchord c) top chord d) web member e) purlins f) facia board g) door & window jamb h) floor joist i) T & G flooring j) girder k) girt i) studs & bridge m) stone outside
POST STRAP BOLTS
Quantity
BLDG.PERMIT & MISCELLANEOUS
Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-131-
Total Cost 0.00 0.00 5,070.00 15,184.00 25,012.00 5,323.50 5,577.00 0.00 0.00 0.00 0.00 0.00 12,285.00 11,154.00 7,605.00 3,549.00 6,825.00 10,900.50 7,452.50 19,012.50 28,645.50 10,621.65 8,466.90 8,868.60 13,585.00 0.00 0.00 0.00 48,886.50 1,924.00 7,839.00 0.00 1,058.08 887.25 2,527.20 1,267.50 4,329.00 12,997.98 5,199.19 77,987.91 12,997.98 1,365.00 384,404.24
384,404.24 3,203.36 3,200.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : One Family Dwelling Type III-C Ground Area of Bldg. - 120 square meters
Item
Size
Unit
1. LUMBER a) post (yakal) b) bottomchord c) top chord d) web member e) purlins f) floor joist g) T & G flooring h) facia board i) door & window jamb j) girder k) girt i) studs & bridge m) stone outside
17 pcs. 5"x5"x10 31 pcs. 2"x6"x14 20 pcs. 2"x5"x18 17 pcs. 2"x4"x12 85 pcs. 2"x6"x14 54 pcs 2"x5"x14 1"x4"x12 36 pcs 1"x12"x12 21 pcs. 2"x6"x14 18 pcs. 2"x10"x14 18 pcs. 2"x8"x14 176 pcs. 2"x8"x14 7/8x4"12
bd ft bd ft bd ft bd ft bd ft bd ft bd ft bd ft bd ft bd ft bd ft bd ft bd ft
ROOFING a) GI Corr. b) GI Nails c) GI Plain
26x32"x8 assorted sizes 26x36"x8
sheet kilo sheet
1/4x2"x24 1/26" 16 assorted sizes
pair pc kilo kilo
POST STRAP BOLTS TIE WIRE NAILS PLUMBING ISTALLATION ELECTRICAL LABOR ARCHITECT'S FEE
Quantity
Unit Cost
300 400 300 140 550 750 1,000 420 250 375 300 800 1000
35.10 25.35 25.35 25.35 11.37 25.35 25.35 25.35 25.35 25.35 25.35 25.35 25.35
Total Cost 0.00 0.00 10,530.00 10,140.00 7,605.00 3,549.00 6,253.50 19,012.50 25,350.00 10,647.00 6,337.50 9,506.25 7,605.00 20,280.00 25,350.00
110 25 15
425.10 48.10 435.50
46,761.00 1,202.50 6,532.50
15 15 23 70
62.24 25.35 50.70 48.10
933.66 380.25 1,166.10 3,367.00 12,997.98 5,188.79 66,707.74 11,117.95 1,365.00 319,886.22
BLDG.PERMIT & MISCELLANEOUS
Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-132-
319,886.22 2,665.71 2,700.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : One Family Dwelling Type III-D Ground Area of Bldg. - 120 square meters
Item 1. LUMBER a) post (lawa-an) b) bottomchord c) top chord d) web member e) purlins f) floor joist g) T & G flooring h) facia board i) door & window jamb j) girder k) girt i) studs & bridge m) stone outside
17 pcs. 5"x5"x10 31 pcs. 2"x6"x14 20 pcs. 2"x5"x18 17 pcs. 2"x4"x12 85 pcs. 2"x6"x14 54 pcs 2"x5"x14 1"x4"x12 36 pcs 1"x12"x12 21 pcs. 2"x6"x14 18 pcs. 2"x10"x14 18 pcs. 2"x8"x14 176 pcs. 2"x3"x12 176 pcs. 2"x3"x12
bd ft bd ft bd ft bd ft bd ft bd ft bd ft bd ft bd ft bd ft bd ft bd ft bd ft
300 420 300 140 400 700 900 400 250 400 300 800 900
25.35 25.35 25.35 25.35 11.37 25.35 25.35 25.35 25.35 25.35 25.35 11.37 25.35
Total Cost 0.00 0.00 7,605.00 10,647.00 7,605.00 3,549.00 4,550.00 17,745.00 22,815.00 10,140.00 6,337.50 10,140.00 7,605.00 9,100.00 22,815.00
ROOFING a) GI Corr. b) GI Nails c) GI Plain
26x32"x8 assorted sizes 31"x36"
sheet kilo sheet
110 30 15
425.10 48.10 435.50
0.00 46,761.00 1,443.00 6,532.50
1/4x2"x24 1/20"x6" 1/20"x8" 16 assorted sizes
pair pc pc kilo kilo
15 30 60 20 70
62.24 25.35 35.10 50.70 48.10
POST STRAP BOLTS TIE WIRE NAILS PLUMBING ISTALLATION ELECTRICAL LABOR ARCHITECT'S FEE
Size
Unit
Quantity
Unit Cost
BLDG.PERMIT & MISCELLANEOUS
Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-133-
933.66 760.50 2,106.00 1,014.00 3,367.00 12,675.00 7,605.00 70,254.01 11,709.03 975.00 306,789.20
306,789.20 2,556.57 2,600.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : One Family Dwelling Type III-E Ground Area of Bldg. - 120 square meters
Item
Size
Unit
Quantity
Unit Cost
1. LUMBER a) post (lawa-an) b) bottomchord c) top chord d) web member e) purlins f) floor joist g) T & G flooring i) door & window jamb j) girder k) girt i) studs & bridge m) stone outside
17 pcs. 5"x5"x10 31 pcs. 2"x6"x14 20 pcs. 2"x5"x18 17 pcs. 2"x4"x12 85 pcs. 2"x6"x14 54 pcs 2"x5"x14 1"x4"x12 21 pcs. 2"x6"x14 18 pcs. 2"x10"x14 18 pcs. 2"x8"x14 176 pcs. 2"x3"x12 7/8X4"X12"
bd ft bd ft bd ft bd ft bd ft bd ft bd ft bd ft bd ft bd ft bd ft bd ft
250 260 250 200 350 355 650 255 260 200 650 800
35.10 35.10 35.10 25.35 11.37 11.37 25.35 35.10 35.10 35.10 11.37 25.35
Total Cost 0.00 0.00 8,775.00 9,126.00 8,775.00 5,070.00 3,981.25 4,036.35 16,477.50 8,950.50 9,126.00 7,020.00 7,393.75 20,280.00
ROOFING a) GI Corr. b) GI Nails c) GI Plain
26x32"x8 assorted sizes 31"x36"X8
sheet kilo sheet
100 40 20
425.10 48.10 435.50
42,510.00 1,924.00 8,710.00
POST STRAP BOLTS
1/4x2"x24 1/20"x6"
pair pc
25 30
62.24 25.35
1,556.00 760.50
TIE WIRE NAILS PLUMBING ISTALLATION ELECTRICAL LABOR ARCHITECT'S FEE
16 assorted sizes
kilo kilo
25 60
50.70 49.27
1,267.50 2,956.20 12,675.00 7,605.00 63,025.41 10,504.22 975.00 263,480.18
BLDG.PERMIT & MISCELLANEOUS
Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-134-
263,480.18 2,195.66 2,200.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : One Family Dwelling Type IV-Temporary make shift structure lean to or Barong-barong Ground Area of Bldg. - 120 square meters
Item
Size
Unit
Quantity
Unit Cost
Total Cost 0.00
1. MATERIALS
a) Bamboo b) Nipa
pc per 100's
300 1,500
73.12 121.87
21,937.50 182,812.50
2) LABOR
Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-135-
204,750.00
204,750.00 1,706.25 1,700.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Two Family Dwelling Type I-A Ground Area of Bldg. - 110 square meters
Item 1. MASONRY a) sand b) gravel c) cement d) reinforced bar
Size
Unit
Quantity
Unit Cost
3/4 0x20' std. 3/8 0x20' std. 1/2 0x20' std.
cu m cu m bag pc pc pc
44 87 1,046 224 118 380
253.50 379.60 192.40 352.30 87.10 154.70
3/16x4' p/wood
bd ft sheet
2100 171
11.37 362.10
# 16 assorted sizes
kilo kilo
150 100
50.70 48.10
2. LUMBER FORMS SCAFFOLDING TIE WIRE NAILS PLUMBING INSTALLATION ELECTRICAL LABOR ARCHITECT FEE BLDG.PERMIT MISCELLANEOUS
Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-136-
Total Cost 0.00 0.00 11,154.00 33,025.20 201,250.40 78,915.20 10,277.80 58,786.00 0.00 0.00 0.00 23,877.00 62,021.70 0.00 7,605.00 4,810.00 29,152.50 11,407.50 145,859.76 24,308.96 3,900.00 0.00 706,351.02
706,351.02 6,421.37 6,400.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Two Family Dwelling Type I-B Ground Area of Bldg. - 102 square meters
Item 1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bar
Size
Unit
Quantity
Unit Cost
1/2 0x20' std. 3/8 0x20' std. 3/4 0x20' std.
cu m cu m pc bag pc pc pc
26 51 2,151 616 320 118 200
253.50 379.60 14.26 192.40 154.70 87.10 352.30
3/16x4' p/wood
bd ft sheet
2032 127
25.35 362.70
# 16 assorted sizes
kilo kilo
150 54
50.70 48.10
6"x8x16"
2. LUMBER FORMS SCAFFOLDING TIE WIRE NAILS PLUMBING INSTALLATION ELECTRICAL LABOR ARCHITECT FEE BLDG.PERMIT MISCELLANEOUS
Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-137-
Total Cost 0.00 0.00 6,591.00 19,359.60 30,675.41 118,518.40 49,504.00 10,277.80 70,460.00 0.00 0.00 0.00 51,511.20 46,062.90 0.00 7,605.00 2,597.40 29,152.50 11,407.50 122,770.93 20,461.80 3,900.00 0.00 600,855.44
600,855.44 5,890.73 5,900.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Two Family Dwelling Type I-C Ground Area of Bldg. - 108 square meters
Item 1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bar
Size
Unit
4"x8x16" 1/2 0x20' std. 3/8 0x20' std. 3/4 0x20' std.
Quantity
Unit Cost
cu m cu m pc bag pc pc pc
21 41 2,151 496 320 150 190
253.50 379.60 11.37 192.40 154.70 87.10 352.30
bd ft sheet bd ft kilo sheet gallon kilo
1,900 90 1050 125 45 1 75
11.37 362.70 35.10 50.70 425.10 362.70 48.10
2. LUMBER FORMS SCAFFOLDING ROOF MEMBER TIE WIRE ROOFING ROOF CEMENT NAILS PLUMBING INSTALLATION ELECTRICAL LABOR ARCHITECT FEE BLDG.PERMIT MISCELLANEOUS
3/16x4' p/wood # 16 26 x 32" 10' assorted sizes
Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-138-
Total Cost 0.00 0.00 5,323.50 15,563.60 24,467.62 95,430.40 49,504.00 13,065.00 66,937.00 0.00 0.00 0.00 0.00 21,603.00 32,643.00 36,855.00 6,337.50 19,129.50 362.70 3,607.50 29,152.50 11,407.50 122,770.93 19,175.62 2,925.00 0.00 576,260.87
576,260.87 5,335.75 5,300.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Two Family Dwelling Type II-A Ground Area of Bldg. - 120 square meters
Item 1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bar
Size
Unit
Quantity
Unit Cost
1/2 0x20' std. 3/8 0x20' std. 3/4 0x20' std.
cu m cu m pc bag pc pc pc
20 35 2,000 300 220 95 85
253.50 379.60 11.37 192.40 154.70 87.10 352.30
3/16x4' p/wood
bd ft sheet
220 250
11.37 352.30
bd ft bd ft kilo sheet gallon kilo
1700 1100 125 110 1 85
25.35 35.10 50.70 425.10 362.70 48.10
4"x8x16"
2. LUMBER FORMS SCAFFOLDING FLOOR JOIST FLOORING ROOF MEMBER TIE WIRE ROOFING ROOF CEMENT NAILS PLUMBING INSTALLATION ELECTRICAL LABOR ARCHITECT FEE BLDG.PERMIT MISCELLANEOUS
# 16 26 x 32" 10' assorted sizes
Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-139-
Total Cost 0.00 0.00 5,070.00 13,286.00 22,750.00 57,720.00 34,034.00 8,274.50 29,945.50 0.00 0.00 0.00 0.00 2,502.50 88,075.00 43,095.00 38,610.00 6,337.50 46,761.00 362.70 4,088.50 20,280.00 11,407.50 102,871.96 17,145.31 2,925.00 0.00 555,541.97
555,541.97 4,629.52 4,600.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Two Family Dwelling Type II-B Ground Area of Bldg. - 105 square meters
Item 1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bar
Size
Unit
Quantity
Unit Cost
1/2 0x20' std. 3/8 0x20' std. 3/4 0x20' std.
cu m cu m pc bag pc pc pc
11 25 1,400 300 190 90 60
253.50 379.60 11.37 192.40 154.70 87.10 352.30
3/16x4' p/wood
bd ft sheet
150 200
11.37 352.30
bd ft bd ft kilo sheet gallon kilo
700 500 1 100 1 90
25.35 35.10 50.70 425.10 362.70 48.10
4"x8x16"
2. LUMBER FORMS SCAFFOLDING FLOOR JOIST FLOORING ROOF MEMBER TIE WIRE ROOFING ROOF CEMENT NAILS PLUMBING INSTALLATION ELECTRICAL LABOR ARCHITECT FEE BLDG.PERMIT MISCELLANEOUS
# 16 26 x 32" 10' assorted sizes
Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-140-
Total Cost 0.00 0.00 2,788.50 9,490.00 15,925.00 57,720.00 29,393.00 7,839.00 21,138.00 0.00 0.00 0.00 0.00 1,706.25 70,460.00 17,745.00 17,550.00 50.70 42,510.00 362.70 4,329.00 20,280.00 11,407.50 87,438.00 14,573.00 2,925.00 0.00 435,630.65
435,630.65 4,148.86 4,100.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Two Family Dwelling Type II-C Ground Area of Bldg. - 105 square meters
Item 1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bar
Size
Unit
Quantity
Unit Cost
1/2 0x20' std. 3/8 0x20' std. 3/4 0x20' std.
cu m cu m pc bag pc pc pc
3/16x4' p/wood
bd feet sheet
450 12
11.37 362.70
bd feet bd feet kilo sheet gallon kilo
1500 1000 65 110 1 85
25.35 25.35 48.10 425.10 362.70 48.10
4"x8x16"
15 22 1,500 300 150 80 50
253.50 379.60 11.37 192.40 154.70 87.10 352.30
2. LUMBER FORMS SCAFFOLDING FLOOR JOIST & FLOORING ROOF MEMBER TIE WIRE ROOFING ROOF CEMENT NAILS PLUMBING INSTALLATION ELECTRICAL LABOR ARCHITECT FEE BLDG.PERMIT MISCELLANEOUS
# 16 26 x 32" 10' assorted sizes
Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-141-
Total Cost 0.00 0.00 3,802.50 8,351.20 17,062.50 57,720.00 23,205.00 6,968.00 17,615.00 0.00 0.00 0.00 0.00 5,118.75 4,352.40 38,025.00 25,350.00 3,126.50 46,761.00 362.70 4,088.50 20,280.00 11,407.50 76,433.34 12,728.06 2,925.00 0.00 385,682.95
385,682.95 3,673.17 3,700.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Two Family Dwelling Type III-A Ground Area of Bldg. - 105 square meters
Item 1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bar
Size
Unit
Quantity
Unit Cost
1/2 0x20' std. 3/8 0x20' std.
cu m cu m pc bag pc pc
8 16 192 230 80 30
253.50 379.60 11.37 192.40 154.70 87.10
3/16x4' p/wood
bd feet sheet
450 5
11.37 362.70
bd feet bd feet kilo sheet gallon kilo
2000 1000 50 110 1 50
35.10 35.10 50.70 425.10 362.70 48.10
4"x8x16"
2. LUMBER FORMS SCAFFOLDING FLOOR JOIST & FLOORING ROOF MEMBER TIE WIRE ROOFING ROOF CEMENT NAILS PLUMBING INSTALLATION ELECTRICAL LABOR ARCHITECT FEE BLDG.PERMIT MISCELLANEOUS
# 16 26 x 32" 10' assorted sizes
Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-142-
Total Cost 0.00 0.00 2,028.00 6,073.60 2,184.00 44,252.00 12,376.00 2,613.00 0.00 0.00 0.00 0.00 0.00 5,118.75 1,813.50 70,200.00 35,100.00 2,535.00 46,761.00 362.70 2,405.00 17,745.00 10,140.00 73,737.30 12,289.55 1,950.00 0.00 349,684.40
349,684.40 3,330.33 3,300.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Two Family Dwelling Type III-B Ground Area of Bldg. - 105 square meters
Item 1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bar
Size
Unit
Quantity
Unit Cost
1/2 0x20' std. 3/8 0x20' std.
cu m cu m pc bag pc pc
4 8 190 150 70 30
253.50 379.60 11.37 192.40 154.70 87.10
3/16x4' p/wood
bd feet sheet
440 5
11.37 362.70
bd feet bd feet bd feet kilo sheet gallon kilo
1900 800 1000 40 105 1 50
35.10 25.35 35.10 50.70 425.10 362.70 48.10
4"x8x16"
2. LUMBER FORMS SCAFFOLDING FLOOR JOIST & FLOORING WALLS (Tanggullo) ROOF MEMBER TIE WIRE ROOFING ROOF CEMENT NAILS PLUMBING INSTALLATION ELECTRICAL LABOR ARCHITECT FEE BLDG.PERMIT MISCELLANEOUS
# 16 26 x 32" 10' assorted sizes
Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-143-
Total Cost 0.00 0.00 1,014.00 3,036.80 2,160.30 28,860.00 10,829.00 2,613.00 0.00 0.00 0.00 0.00 0.00 5,002.80 1,813.50 66,690.00 20,280.00 35,100.00 2,028.00 44,635.50 362.70 2,405.00 15,210.00 10,140.00 64,444.90 10,740.79 1,365.00 0.00 328,731.29
328,731.29 3,130.77 3,100.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Two Family Dwelling Type III-C Ground Area of Bldg. - 103 square meters
Item
Size
Unit
1. MASONRY a) sand b) gravel
cu m cu m
Quantity
Unit Cost
1 3
253.50 379.60
bd feet sheet
450 5
11.37 362.70
5,118.75 1,813.50
bd feet
900 780 800 1500 1000 10 110 1 65
35.10 25.35 25.35 25.35 35.10 50.70 425.10 362.70 48.10
31,590.00 19,773.00 20,280.00 38,025.00 35,100.00 507.00 46,761.00 362.70 3,126.50 15,210.00 10,140.00 57,815.94 9,636.04 1,365.00 0.00 298,016.73
2. LUMBER FORMS SCAFFOLDING FLOOR JOIST & FLOORING 1st FLOOR 2nd FLOOR WALLS ROOF MEMBER TIE WIRE ROOFING ROOF CEMENT NAILS PLUMBING INSTALLATION ELECTRICAL LABOR ARCHITECT FEE BLDG.PERMIT MISCELLANEOUS
3/16x4' p/wood
36 pcs 3/412'x28 (Apitong) 36 pcs 3/412'x28 bd feet bd feet kilo sheet gallon kilo
# 16 26 x 32" 10' assorted sizes
Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-144-
Total Cost 0.00 0.00 253.50 1,138.80 0.00 0.00 0.00 0.00
298,016.73 2,893.37 2,900.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Two Family Dwelling Type III-D Ground Area of Bldg. - 103 square meters
Item 1. LUMBER a) post b) beams c) walls
d) flooring e) roof members ROOFING ROOF CEMENT NAILS PLUMBING INSTALLATION ELECTRICAL LABOR ARCHITECT FEE BLDG.PERMIT MISCELLANEOUS
Size
Unit
9 pcs 5"x5"x18 14 pcs 2"x5"x14 22 pcs 2"x8"x12 54 pcs 1"x12"x8 50 pcs 1"x12"x10 70 pcs 1"x12"x10 54 pcs 1"x12"x10 90 pcs 1"x12"x14
bd ft bd ft bd ft bd ft bd ft bd ft bd ft bd ft
26 x 32" 10'
sheet gallon kilo
assorted sizes
Quantity
337 163 352 432 500 700 540 1,260.00 850 110 1 50
Unit Cost
25.35 50.70 25.35 25.35 25.35 25.35 25.35 25.35 25.35 425.10 362.70 48.10
Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-145-
Total Cost 0.00 0.00 8,542.95 8,264.10 8,923.20 10,951.20 12,675.00 17,745.00 13,689.00 31,941.00 21,547.50 46,761.00 362.70 2,405.00 10,140.00 6,337.50 54,267.20 9,044.10 780.00 0.00 264,376.45
264,376.45 2,566.76 2,600.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Two Family Dwelling Type III-E Ground Area of Bldg. - 103 square meters
Item 1. LUMBER a) post b) beams c) walls
d) flooring e) roof members ROOFING ROOF CEMENT NAILS PLUMBING INSTALLATION ELECTRICAL LABOR ARCHITECT FEE BLDG.PERMIT MISCELLANEOUS
Size
Unit
9 pcs 5"x5"x18 14 pcs 2"x5"x14 22 pcs 2"x8"x12 54 pcs 1"x12"x8 54 pcs 1"x12"x10 50 pcs 1"x12"x10 70 pcs 1"x12"x10 90 pcs 1"x12"x14
bd ft bd ft bd ft bd ft bd ft bd ft bd ft bd ft
26 x 32" 10'
sheet gallon kilo
assorted sizes
Quantity
360 360 500 500 650 480 950 1,450.00 800 115 1 150
Unit Cost
25.35 25.35 25.35 25.35 25.35 25.35 25.35 25.35 25.35 425.1 362.7 48.1
Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-146-
Total Cost 0.00 0.00 9,126.00 18,252.00 12,675.00 12,675.00 16,477.50 12,168.00 24,082.50 36,757.50 20,280.00 48,886.50 362.70 7,215.00 7,605.00 5,070.00 8,230.92 8,230.92 585.00 0.00 248,679.54
248,679.54 2,414.36 2,400.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Accessoria or Row House Type I-A Ground Area of Bldg. - 363 square meters
Item
cu m cu m bag pc pc pc pc
150 200 4,000 400 320 190 100
253.50 379.60 192.40 33.80 87.10 154.70 244.40
Total Cost 0.00 0.00 38,025.00 75,920.00 769,600.00 13,520.00 27,872.00 29,393.00 24,440.00
3) FORMS
bd ft bd ft bd ft bd ft
350 333 41 12,074
35.10 35.10 35.10 11.37
0.00 12,285.00 11,688.30 1,439.10 137,281.38
4) SCAFFOLDINGS
bd ft
12,074
25.35
306,075.90
1. MASONRY a) sand b) gravel c) cement d) reinforced bars
2) LUMBER a) Window Jambs b) Door Jambs
Size
Unit
1/4 0 x 20' std 1/8 0 x 20' std 1/2 0 x 20' std 5/8 0 x 20' std
21 pcs 2x5x20 20 pcs 2x5x20 5 pcs 2x5x10
Quantity
Unit Cost
5) TIE WIRE
# 16
kilo
550
50.70
27,885.00
6) NAILS
assorted sizes
kilo
500
48.10
24,050.00
7) LABOR
450,108.04
8) PLUMBING INSTALLATION
29,152.50
9) ELECTRICAL
76,032.03
10) ARCHITECTS FEE
76,032.03
11) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-147-
5,850.00 0.00 2,136,649.28
2,136,649.28 5,886.09 5,900.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Accessoria or Row House Type I-B Ground Area of Bldg. - 342 square meters
Item
cu m cu m pc bag pc pc pc pc
175 250 2500 2,500 500 350 250 150
253.50 379.60 35.10 192.40 33.80 87.10 154.70 376.3
Total Cost 0.00 0.00 44,362.50 94,900.00 87,750.00 481,000.00 16,900.00 30,485.00 38,675.00 36,660.00
3) FORMS
bd ft bd ft bd ft bd ft
350 350 75 12,074
35.10 35.10 35.10 11.37
0.00 12,285.00 12,285.00 2,632.50 137,281.38
4) SCAFFOLDINGS
bd ft
12,074
25.35
306,075.90
1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bars
2) LUMBER a) Window Jambs b) Door Jambs
Size
Unit
6"x8"x16" 1/4 0 x 20' std 1/8 0 x 20' std 1/2 0 x 20' std 5/8 0 x 20' std
21 pcs 2x5x20 20 pcs 2x5x20 5 pcs 2x5x10
Quantity
Unit Cost
5) TIE WIRE
# 16
kilo
550
50.70
27,885.00
6) NAILS
assorted sizes
kilo
500
50.70
25,350.00
7) LABOR
385,252.75
8) PLUMBING INSTALLATION
29,152.50
9) ELECTRICAL
63,384.91
10) ARCHITECTS FEE
76,032.03
11) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-148-
5,655.00 0.00 1,914,004.47
1,914,004.47 5,596.50 5,600.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Accessoria or Row House Type I-C Ground Area of Bldg. - 338 square meters
Item
cu m cu m pc bag pc pc pc pc
140 170 6500 2,300 400 300 150 100
253.50 379.60 14.26 192.40 33.80 87.10 154.70 244.40
Total Cost 0.00 0.00 35,490.00 64,532.00 92,690.00 442,520.00 13,520.00 26,130.00 23,205.00 24,440.00
3) FORMS
bd ft bd ft bd ft bd ft
350 333 41 5,300
35.10 35.10 35.10 11.37
0.00 12,285.00 11,688.30 1,439.10 60,287.50
4) SCAFFOLDINGS
bd ft
5,300
25.35
134,355.00
1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bars
2) LUMBER a) Window Jambs b) Door Jambs
Size
Unit
6"x8"x16" 1/4 0 x 20' std 1/8 0 x 20' std 1/2 0 x 20' std 5/8 0 x 20' std
21 pcs 2x5x20 20 pcs 2x5x20 5 pcs 2x5x10
Quantity
Unit Cost
5) TIE WIRE
# 16
kilo
200
50.70
10,140.00
6) GI ROOFINGS
26 x 32 x 12
sheet
220
668.20
147,004.00
kilo
300
48.1
14,430.00
kilo
150
48.1
7,215.00
7) GI NAILS 8) NAILS
assorted sizes
9) LABOR
363,314.60
10) PLUMBING INSTALLATION
58,305.00
11) ELECTRICAL
29,152.50
12) ARCHITECTS FEE
60,552.42
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-149-
3,900.00 0.00 1,636,595.42
1,636,595.42 4,841.99 4,800.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Accessoria or Row House Type II-A Ground Area of Bldg. - 366 square meters
Item 1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bars
Size
Unit
Quantity
Unit Cost
Total Cost 0.00 0.00 22,815.00 41,756.00 85,566.00 384,800.00 15,210.00 27,846.00 30,485.00 0.00
cu m cu m pc bag pc pc pc
90 110 6000 2,000 450 180 350
253.50 379.60 14.26 192.40 33.80 154.70 87.10
3) FORMS
bd ft bd ft bd ft bd ft
350 333 45 5,260
35.10 35.10 35.10 11.37
0.00 12,285.00 11,688.30 1,579.50 59,806.20
4) SCAFFOLDINGS
bd ft
5,260
25.35
133,341.00
2) LUMBER a) Window Jambs b) Door Jambs
6"x8"x16" 1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
21 pcs 2x5x20 20 pcs 2x5x20 5 pcs 2x5x10
5) TIE WIRE
# 16
kilo
300
50.70
15,210.00
6) GI ROOFING
26 x 32 x 12
sheet
300
668.20
200,460.00
kilo
80
48.1
3,848.00
kilo
175
48.1
8,417.50
7) GI NAILS 8) NAILS
assorted sizes
9) LABOR
309,457.51
10) PLUMBING INSTALLATION
58,305.00
11) ELECTRICAL
29,152.50
12) ARCHITECTS FEE
51,574.51
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-150-
3,900.00 0.00 1,507,503.02
1,507,503.02 4,118.86 4,100.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Accessoria or Row House Type II-B Ground Area of Bldg. - 402 square meters
Item 1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bars
Size
Unit
Quantity
Unit Cost
Total Cost 0.00 0.00 12,675.00 30,368.00 85,566.00 192,400.00 10,140.00 15,470.00 21,775.00 0.00
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m pc bag pc pc pc
50 80 6000 1,000 300 100 250
253.50 380.25 14.26 192.40 33.80 154.70 87.10
33 pcs 2x6x16 33 pcs 2x5x20 250 pcs 2x3x16 975 pcs 1x3x30 35 pcs 2x6x6 100 pcs 2x6x12 20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft bd ft bd ft bd ft bd ft bd ft bd ft
528 550 2000 4875 420 1200 333 333 8
35.10 35.10 25.35 25.35 25.35 25.35 35.10 35.10 35.10
3) FORMS
bd ft
3,000
11.37
0.00 18,532.80 19,305.00 50,700.00 123,581.25 10,647.00 30,420.00 11,688.30 11,688.30 280.80 0.00 34,110.00
4) SCAFFOLDINGS
bd ft
3,500
25.35
88,725.00
2) LUMBER a) Bottom Chord b) Top Chord c) Purlins d) T & G Flooring e) Floor Joist f) Bridging g) Window Jamb h) Door Jamb
6"x8"x16"
5) TIE WIRE
# 16
kilo
200
50.70
10,140.00
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet kilo
300 138 69
668.20 425.10 48.10
200,460.00 58,663.80 3,318.90
kilo
150
48.10
7,215.00
7) GI NAILS 8) NAILS
assorted sizes
9) LABOR
297,126.41
10) PLUMBING INSTALLATION
29,152.50
11) ELECTRICAL
29,152.50
12) ARCHITECTS FEE
49,521.06
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-151-
3,900.00 0.00 1,456,722.62
1,456,722.62 3,623.69 3,600.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Accessoria or Row House Type II-C Ground Area of Bldg. - 456 square meters
Item 1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bars
Size
Unit
Quantity
Unit Cost
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m pc bag pc pc pc
30 50 4,000 800 300 100 250
33 pcs 2x6x16 33 pcs 2x5x20 250 pcs 2x3x16 975 pcs 1x3x30 35 pcs 2x6x6 100 pcs 2x6x12 20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft bd ft bd ft bd ft bd ft bd ft bd ft
650 650 2000 4,875 450 1,330 480 400 8
0.00 35.10 35.10 25.35 25.35 25.35 25.35 35.10 35.10 35.10
22,815.00 22,815.00 50,700.00 123,581.25 11,407.50 32,955.00 16,848.00 14,040.00 280.80
3) FORMS
bd ft
4,500
11.37
51,187.50
4) SCAFFOLDINGS
bd ft
4,500
25.35
114,075.00
2) LUMBER a) Bottom Chord b) Top Chord c) Purlins d) T & G Flooring e) Floor Joist f) Bridging g) Window Jamb h) Door Jamb
6"x8"x16"
253.50 379.60 14.26 192.40 33.80 15.70 87.10 0.00
Total Cost 0.00 0.00 7,605.00 18,980.00 57,044.00 153,920.00 10,140.00 15,470.00 21,775.00
5) TIE WIRE
# 16
kilo
200
50.70
10,140.00
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet kilo
300 138 69
668.20 425.10 48.10
200,460.00 58,663.80 3,318.90
kilo
180
48.10
8,658.00
7) GI NAILS 8) NAILS
assorted sizes
9) LABOR
290,388.38
10) PLUMBING INSTALLATION
46,897.50
11) ELECTRICAL
29,152.50
12) ARCHITECTS FEE
48,398.06
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-152-
3,900.00 0.00 1,445,616.19
1,445,616.19 3,170.21 3,200.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Accessoria or Row House Type III-A Ground Area of Bldg. - 394 square meters
Item 1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bars
Size
Unit
Quantity
Unit Cost
Total Cost 0.00 0.00 1,774.50 5,694.00 4,278.30 57,720.00 5,070.00 18,564.00 10,452.00
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m pc bag pc pc pc
7 15 300 300 150 120 120
253.50 379.60 14.26 192.40 33.80 154.70 87.10 0.00
33 pcs 2x6x16 33 pcs 2x5x20 250 pcs 2x3x16 975 pcs 1x3x30 35 pcs 2x6x6 100 pcs 2x6x12 20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft bd ft bd ft bd ft bd ft bd ft bd ft
500 500 2,000 4,875 420 1,200 480 400 8
35.10 35.10 25.35 25.35 25.35 25.35 35.10 35.10 35.10
3) FORMS
bd ft
4,500
11.38
0.00 17,550.00 17,550.00 50,700.00 123,581.25 10,647.00 30,420.00 16,848.00 14,040.00 280.80 0.00 51,187.50
4) SCAFFOLDINGS
bd ft
4,500
25.35
114,075.00
2) LUMBER a) Bottom Chord b) Top Chord c) Purlins d) T & G Flooring e) Floor Joist f) Bridging g) Window Jamb h) Door Jamb
6"x8"x16"
5) TIE WIRE
# 16
kilo
120
51.70
6,084.00
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet kilo
207 150 150
668.20 425.10 48.10
138,317.40 63,765.00 7,215.00
kilo
120
48.10
5,772.00
7) GI NAILS 8) NAILS
assorted sizes
9) LABOR
232,749.19
10) PLUMBING INSTALLATION
29,152.50
11) ELECTRICAL
17,745.00
12) ARCHITECTS FEE
38,791.53
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-153-
3,120.00 0.00 1,093,143.97
1,093.143.97 2,774.47 2,800.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Accessoria or Row House Type III-B Ground Area of Bldg. - 402 square meters
Item 1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bars
Size
Unit
Quantity
Unit Cost
Total Cost 0.00 0.00 3,802.50 5,694.00 4,991.35 33,670.00 3,380.00 11,602.50 13,065.00 0.00
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m pc bag pc pc pc
15 15 350 175 100 75 150
253.50 379.60 14.26 192.40 33.80 154.70 87.10
33 pcs 2x6x16 33 pcs 2x5x20 250 pcs 2x3x16 975 pcs 1x3x30 35 pcs 2x6x6 100 pcs 2x6x12 20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft bd ft bd ft bd ft bd ft bd ft bd ft
550 520 2,000 4,875 540 1,200 550 450 10
35.10 35.10 25.35 25.35 25.35 25.35 35.10 35.10 35.10
0.00 19,305.00 18,252.00 50,700.00 123,581.25 11,407.50 30,420.00 19,305.00 15,795.00 351.00
3) FORMS
bd ft
4,500
11.37
51,187.50
4) SCAFFOLDINGS
bd ft
4,500
25.35
114,075.00
2) LUMBER a) Bottom Chord b) Top Chord c) Purlins d) T & G Flooring e) Floor Joist f) Bridging g) Window Jamb h) Door Jamb
6"x8"x16"
5) TIE WIRE
# 16
kilo
120
50.70
6,084.00
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet kilo
200 150 75
668.20 425.10 48.10
133,640.00 63,765.00 3,607.50
kilo
150
48.10
7,215.00
7) GI NAILS 8) NAILS
assorted sizes
9) LABOR
217,021.35
10) PLUMBING INSTALLATION
24,082.50
11) ELECTRICAL
17,745.00
12) ARCHITECTS FEE
36,169.38
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-154-
1,950.00 0.00 1,041,864.33
1,041,864.33 2,591.70 2,600.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Accessoria or Row House Type III-C Ground Area of Bldg. - 388 square meters
Item 1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bars
Size
Unit
Quantity
Unit Cost
Total Cost 0.00 0.00 2,028.00 5,314.40 4,278.30 32,515.60 2,873.00 4,641.00 7,839.00 0.00
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m pc bag pc pc pc
8 14 300 169 85 30 90
253.50 379.60 14.26 192.40 33.80 154.70 87.10
33 pcs 2x6x16 33 pcs 2x5x20 250 pcs 2x3x16 975 pcs 1x3x30 35 pcs 2x6x6 100 pcs 2x6x12 20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft bd ft bd ft bd ft bd ft bd ft bd ft
500 500 2,000 4,875 400 1,200 500 400 10
35.10 35.10 25.35 25.35 25.35 25.35 35.10 35.10 35.10
3) FORMS
bd ft
4,500
11.38
0.00 17,550.00 17,550.00 50,700.00 123,581.25 10,140.00 30,420.00 17,550.00 14,040.00 351.00 0.00 51,187.50
4) SCAFFOLDINGS
bd ft
4,500
25.35
114,075.00
2) LUMBER a) Bottom Chord b) Top Chord c) Purlins d) T & G Flooring e) Floor Joist f) Bridging g) Window Jamb h) Door Jamb
6"x8"x16"
5) TIE WIRE
# 16
kilo
120
50.70
6,084.00
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet kilo
200 100 50
668.20 425.10 48.10
133,640.00 42,510.00 2,405.00
kilo
110
48.10
5,291.00
7) GI NAILS 8) NAILS
assorted sizes
9) LABOR
186,515.16
10) PLUMBING INSTALLATION
24,082.50
11) ELECTRICAL
17,745.00
12) ARCHITECTS FEE
31,086.19
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-155-
1,950.00 0.00 957,942.90
957,942.90 2,468.93 2,500.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Accessoria or Row House Type III-D Ground Area of Bldg. - 415 square meters
Item
bd ft bd ft bd ft bd ft bd ft bd ft bd ft bd ft bd ft
550 600 2,500 4,900 450 550 400 400 75
27.00 27.00 19.50 19.50 19.50 19.50 27.00 27.00 27.00
3) FORMS
bd ft
4,500
8.75
Total Cost 0.00 0.00 0.00 19,305.00 21,060.00 63,375.00 124,215.00 11,407.50 13,942.50 14,040.00 14,040.00 2,632.50 0.00 51,187.50
4) SCAFFOLDINGS
bd ft
4,500
19.50
114,075.00
2) LUMBER a) Bottom Chord b) Top Chord c) Purlins d) T & G Flooring e) Floor Joist f) Bridging g) Window Jamb h) Door Jamb
Size
Unit
33 pcs 2x6x16 33 pcs 2x5x20 250 pcs 2x3x16 975 pcs 1x3x30 35 pcs 2x6x6 100 pcs 2x6x12 20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
Quantity
Unit Cost
5) TIE WIRE
# 16
kilo
100
50.70
5,070.00
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet kilo
230 80 80
668.20 425.10 48.10
153,686.00 34,008.00 3,848.00
kilo
250
48.10
12,025.00
7) GI NAILS 8) NAILS
assorted sizes
181,161.24
9) LABOR
12,675.00
10) PLUMBING INSTALLATION 11) ELECTRICAL
8,872.50
12) ARCHITECTS FEE
30,191.85
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-156-
1,950.00 0.00 892,767.59
892,767.59 2,151.25 2,200.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Accessoria or Row House Type III-E Ground Area of Bldg. - 370 square meters
Item
2) LUMBER a) Bottom Chord b) Top Chord c) Purlins d) T & G Flooring e) Floor Joist f) Bridging g) Window Jamb h) Door Jamb i) Posts j) Sidings 6) GI ROOFING
Size
Unit
35.10 35.10 25.35 25.35 25.35 25.35 35.10 35.10 35.10 25.35 25.35 668.20 425.10 48.10
kilo
150
48.10
7,215.00
sheet
7) GI NAILS 8) NAILS
kilo
439 439 1,333 4,875 960 320 280 266 15 500 3,000 207 60 60
Total Cost 0.00 0.00 0.00 15,408.90 15,408.90 33,791.55 123,581.25 24,336.00 8,112.00 9,828.00 9,336.60 526.50 12,675.00 76,050.00 138,317.40 25,506.00 2,886.00
bd ft bd ft bd ft bd ft bd ft bd ft bd ft bd ft bd ft
33 pcs 2x6x16 33 pcs 2x5x20 250 pcs 2x3x16 975 pcs 1x3x30 35 pcs 2x6x6 100 pcs 2x6x12 20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10 44 pcs 3x4x10 600 pcs 1x3x20 26 x 32 x 12 26 x32x8
assorted sizes
Quantity
Unit Cost
140,682.23
9) LABOR
12,675.00
10) PLUMBING INSTALLATION 11) ELECTRICAL
6,337.50
12) ARCHITECTS FEE
30,191.85
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-157-
1,950.00 0.00 694,815.68
694,815.68 1,877.88 1,900.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Apartment, Boarding House & Lodging House Type I-A Ground Area of Bldg. - 110 square meters
Item 1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bars
Size
Unit
Quantity
Unit Cost
Total Cost 0.00 0.00 12,675.00 34,164.00 21,391.50 38,480.00 3,380.00 23,205.00 8,710.00 0.00
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m pc bag pc pc pc
50 90 1,500 200 100 150 100
253.50 379.60 14.26 192.40 33.80 154.70 87.10
975 pcs 1x3x30 35 pcs 2x6x6 100 pcs 2x6x12 20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft bd ft bd ft bd ft
3,000 300 400 200 200 10
25.35 25.35 25.35 35.10 35.10 35.10
3) FORMS
bd ft
2,500
11.37
0.00 76,050.00 7,605.00 10,140.00 7,020.00 7,020.00 351.00 0.00 28,437.50
4) SCAFFOLDINGS
bd ft
3,000
25.35
76,050.00
80
50.70
4,056.00
kilo
150 50 50
668.20 425.10 48.10
100,230.00 21,255.00 2,405.00
kilo
80
48.10
3,848.00
2) LUMBER a) T & G Flooring b) Floor Joist c) Bridging d) Window Jamb e) Door Jamb
6"x8"x16"
5) TIE WIRE
# 16
kilo
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet
7) GI NAILS 8) NAILS
assorted sizes
145,859.74
9) LABOR 10) PLUMBING INSTALLATION
29,152.50
11) ELECTRICAL
11,407.50
12) ARCHITECTS FEE
24,309.93
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-158-
1,950.00 0.00 699,152.67
699,152.67 6,355.93 6,400.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Apartment, Boarding House & Lodging House Type I-B Ground Area of Bldg. - 102 square meters
Item 1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bars
Size
Unit
Quantity
Unit Cost
Total Cost 0.00 0.00 6,591.00 19,359.60 29,948.10 38,480.00 3,380.00 23,205.00 8,710.00 0.00
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m pc bag pc pc pc
26 51 2,100 200 100 150 100
253.50 379.60 14.26 192.40 33.80 154.70 87.10
975 pcs 1x3x30 35 pcs 2x6x6 100 pcs 2x6x12 20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft bd ft bd ft bd ft
2,500 300 400 200 200 10
19.50 19.50 19.50 27.00 27.00 27.00
3) FORMS
bd ft
2,500
11.37
0.00 63,375.00 7,605.00 10,140.00 7,020.00 7,020.00 351.00 0.00 28,437.50
4) SCAFFOLDINGS
bd ft
2,500
25.35
63,375.00
75
50.70
3,802.50
kilo
150 75 75
668.20 425.10 48.10
100,230.00 31,882.50 3,607.50
kilo
85
48.10
4,088.50
2) LUMBER a) T & G Flooring b) Floor Joist c) Bridging d) Window Jamb e) Door Jamb
6"x8"x16"
5) TIE WIRE
# 16
kilo
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet
7) GI NAILS 8) NAILS
assorted sizes
122,770.93
9) LABOR 10) PLUMBING INSTALLATION
29,152.50
11) ELECTRICAL
11,407.50
12) ARCHITECTS FEE
20,461.80
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-159-
1,950.00 0.00 646,350.93
646,350.93 6,336.77 6,300.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Apartment, Boarding House & Lodging House Type I-C Ground Area of Bldg. - 108 square meters
Item 1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bars
Size
Unit
Quantity
Unit Cost
Total Cost 0.00 0.00 5,323.50 15,184.00 29,948.10 38,480.00 3,380.00 23,205.00 8,710.00 0.00
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m pc bag pc pc pc
21 40 2,100 200 100 150 100
253.50 379.60 14.26 192.40 33.80 154.70 87.10
975 pcs 1x3x30 35 pcs 2x6x6 100 pcs 2x6x12 20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft bd ft bd ft bd ft
2,000 250 350 200 200 10
25.35 25.35 25.35 35.10 35.10 35.10
3) FORMS
bd ft
2,000
11.37
0.00 50,700.00 6,337.50 8,872.50 7,020.00 7,020.00 351.00 0.00 22,750.00
4) SCAFFOLDINGS
bd ft
2,000
25.35
50,700.00
75
50.70
3,802.50
kilo
150 50 50
668.20 425.10 48.10
100,230.00 21,255.00 2,405.00
kilo
80
48.10
3,848.00
2) LUMBER a) T & G Flooring b) Floor Joist c) Bridging d) Window Jamb e) Door Jamb
6"x8"x16"
5) TIE WIRE
# 16
kilo
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet
7) GI NAILS 8) NAILS
assorted sizes
117,328.87
9) LABOR 10) PLUMBING INSTALLATION
29,152.50
11) ELECTRICAL
11,407.50
12) ARCHITECTS FEE
19,771.47
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-160-
1,950.00 0.00 589,132.44
589,132.44 5,549.30 5,500.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Apartment, Boarding House & Lodging House Type II-A Ground Area of Bldg. - 114 square meters
Item 1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bars
Size
Unit
Quantity
Unit Cost
Total Cost 0.00 0.00 5,070.00 13,286.00 25,669.80 38,480.00 1,690.00 13,923.00 6,968.00 0.00
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m pc bag pc pc pc
20 35 1,800 200 50 90 80
253.50 379.60 14.26 192.40 33.80 154.70 87.10
975 pcs 1x3x30 35 pcs 2x6x6 100 pcs 2x6x12 20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft bd ft bd ft bd ft
7312.50 200 300 200 200 10
19.50 25.35 25.35 35.10 35.10 35.10
3) FORMS
bd ft
1,800
11.37
0.00 25,350.00 5,070.00 7,605.00 7,020.00 7,020.00 351.00 0.00 20,475.00
4) SCAFFOLDINGS
bd ft
1,800
25.35
45,630.00
75
50.70
3,802.50
kilo
150 75 75
668.20 425.10 48.10
100,230.00 31,882.50 3,607.50
kilo
100
48.10
4,810.00
2) LUMBER a) T & G Flooring b) Floor Joist c) Bridging d) Window Jamb e) Door Jamb
6"x8"x16"
5) TIE WIRE
# 16
kilo
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet
7) GI NAILS 8) NAILS
assorted sizes
106,986.26
9) LABOR 10) PLUMBING INSTALLATION
26,617.50
11) ELECTRICAL
11,407.50
12) ARCHITECTS FEE
19,771.47
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-161-
1,950.00 0.00 534,673.03
534,673.03 4,690.11 4,700.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Apartment, Boarding House & Lodging House Type II-B Ground Area of Bldg. - 113 square meters
Item 1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bars
Size
Unit
Quantity
Unit Cost
Total Cost 0.00 0.00 3,802.50 9,490.00 24,242.00 11,544.00 1,690.00 13,923.00 6,968.00 0.00
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m pc bag pc pc pc
15 25 1,700 60 50 90 80
253.50 379.60 14.26 192.40 33.80 154.70 87.10
975 pcs 1x3x30 35 pcs 2x6x6 100 pcs 2x6x12 20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft bd ft bd ft bd ft
1,000 200 250 150 330 10
25.35 25.35 25.35 35.10 27.00 35.10
3) FORMS
bd ft
1,400
11.37
0.00 25,350.00 5,070.00 6,337.50 5,265.00 5,265.00 351.00 0.00 15,925.00
4) SCAFFOLDINGS
bd ft
1,400
25.35
35,490.00
70
50.70
3,549.00
kilo
150 60 150
668.20 425.10 48.10
100,230.00 25,506.00 7,215.00
kilo
150
48.10
7,215.00
2) LUMBER a) T & G Flooring b) Floor Joist c) Bridging d) Window Jamb e) Door Jamb
6"x8"x16"
5) TIE WIRE
# 16
kilo
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet
7) GI NAILS 8) NAILS
assorted sizes
9) LABOR
92,997.77
10) PLUMBING INSTALLATION
26,617.50
11) ELECTRICAL
11,407.50
12) ARCHITECTS FEE
15,499.62
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-162-
1,950.00 0.00 462,900.39
462,900.39 4,096.46 4,100.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Apartment, Boarding House & Lodging House Type II-C Ground Area of Bldg. - 120 square meters
Item 1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bars
Size
Unit
Quantity
Unit Cost
Total Cost 0.00 0.00 3,802.50 9,490.00 24,243.70 11,544.00 1,690.00 13,923.00 6,968.00 0.00
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m pc bag pc pc pc
15 25 1,700 60 50 90 80
253.50 379.60 14.26 192.40 33.80 154.70 87.10
975 pcs 1x3x30 35 pcs 2x6x6 100 pcs 2x6x12 20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft bd ft bd ft bd ft
900 200 250 150 150 10
25.35 25.35 25.35 35.10 35.10 35.10
22,805.00 5,070.00 6,337.50 5,265.00 5,265.00 351.00
3) FORMS
bd ft
1,300
11.37
14,787.50
4) SCAFFOLDINGS
bd ft
1,300
25.35
32,350.00
70
50.70
3,549.00
kilo
150 50 50
668.20 425.10 48.10
100,230.00 21,255.00 2,405.00
kilo
80
48.10
3,848.00
2) LUMBER a) T & G Flooring b) Floor Joist c) Bridging d) Window Jamb e) Door Jamb
6"x8"x16"
5) TIE WIRE
# 16
kilo
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet
7) GI NAILS 8) NAILS
assorted sizes
9) LABOR
92,997.77
10) PLUMBING INSTALLATION
26,617.50
11) ELECTRICAL
11,407.50
12) ARCHITECTS FEE
15,499.62
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-163-
1,950.00 0.00 443,651.59
443,651.59 3,697.10 3,700.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Apartment, Boarding House & Lodging House Type III-A Ground Area of Bldg. - 118 square meters
Item 1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bars
Size
Unit
Quantity
Unit Cost
Total Cost 0.00
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m pc bag pc pc pc
8 15 1,400 60 50 90 80
253.50 379.60 14.26 192.40 33.80 154.70 87.10
2,028.00 5,694.00 19,965.00 11,544.00 1,690.00 12,376.00 6,968.00
975 pcs 1x3x30 35 pcs 2x6x6 100 pcs 2x6x12 20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft bd ft bd ft bd ft
900 200 250 150 150 10
25.35 25.35 25.35 35.10 35.10 35.10
22,815.00 5,070.00 6,337.50 5,265.00 5,265.00 351.00
3) FORMS
bd ft
1,100
11.37
12,512.50
4) SCAFFOLDINGS
bd ft
1,100
25.35
27,885.00
70
50.70
3,549.00
kilo
150 50 50
668.20 425.10 48.10
100,230.00 21,255.00 2,405.00
kilo
70
48.10
3,367.00
2) LUMBER a) T & G Flooring b) Floor Joist c) Bridging d) Window Jamb e) Door Jamb
6"x8"x16"
5) TIE WIRE
# 16
kilo
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet
7) GI NAILS 8) NAILS
assorted sizes
9) LABOR
79,546.01
10) PLUMBING INSTALLATION
10,140.00
11) ELECTRICAL
10,140.00
12) ARCHITECTS FEE
13,257.67
13) BLDG.PERMIT MISCELLANEOUS
1,950.00 Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-164-
391,605.68
391,605.68 3,318.69 3,300.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Apartment, Boarding House & Lodging House Type III-B Ground Area of Bldg. - 116 square meters
Item 1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bars
Size
Unit
Quantity
Unit Cost
Total Cost 0.00
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m pc bag pc pc pc
4 10 1,400 50 55 80 80
253.50 379.60 14.26 192.40 33.80 154.70 87.10
1,014.00 3,796.00 19,965.40 9,620.00 1,859.00 12,376.00 6,968.00
975 pcs 1x3x30 35 pcs 2x6x6 100 pcs 2x6x12 20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft bd ft bd ft bd ft
700 150 150 150 150 10
25.35 25.35 25.35 35.10 35.10 35.10
17,745.00 3,802.50 3,802.50 5,265.00 5,265.00 351.00
3) FORMS
bd ft
1,000
11.37
11,375.00
4) SCAFFOLDINGS
bd ft
1,000
25.35
25,350.00
70
50.70
3,549.00
kilo
150 50 50
668.20 425.10 48.10
100,230.00 21,255.00 2,405.00
kilo
80
48.10
3,848.00
2) LUMBER a) T & G Flooring b) Floor Joist c) Bridging d) Window Jamb e) Door Jamb
6"x8"x16"
5) TIE WIRE
# 16
kilo
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet
7) GI NAILS 8) NAILS
assorted sizes
9) LABOR
72,644.48
10) PLUMBING INSTALLATION
10,140.00
11) ELECTRICAL
10,140.00
12) ARCHITECTS FEE
12,107.40
13) BLDG.PERMIT MISCELLANEOUS
1,950.00 Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-165-
366,823.28
366,823.28 3,159.24 3,200.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Apartment, Boarding House & Lodging House Type III-C Ground Area of Bldg. - 116 square meters
Item 1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bars
Size
Unit
Quantity
Unit Cost
Total Cost 0.00
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m pc bag pc pc pc
4 10 1,000 50 55 50 50
253.50 379.60 14.26 192.40 33.80 154.70 87.10
1,014.00 3,796.00 14,261.00 9,620.00 1,859.00 7,735.00 4,355.00
975 pcs 1x3x30 35 pcs 2x6x6 100 pcs 2x6x12 20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft bd ft bd ft bd ft
500 150 150 150 150 10
25.35 25.35 25.35 35.10 35.10 35.10
12,675.00 3,802.50 3,802.50 5265.00 5,265.00 351.00
3) FORMS
bd ft
1,000
11.37
11,375.00
4) SCAFFOLDINGS
bd ft
1,000
25.35
25,350.00
70
50.70
3,549.00
kilo
140 50 50
668.20 425.00 48.10
93,548.00 21,255.00 2,405.00
kilo
60
48.10
2,886.00
2) LUMBER a) T & G Flooring b) Floor Joist c) Bridging d) Window Jamb e) Door Jamb
6"x8"x16"
5) TIE WIRE
# 16
kilo
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet
7) GI NAILS 8) NAILS
assorted sizes
9) LABOR
65,501.86
10) PLUMBING INSTALLATION
10,140.00
11) ELECTRICAL
10,140.00
12) ARCHITECTS FEE
10,916.97
13) BLDG.PERMIT MISCELLANEOUS
1,950.00 Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-166-
332,817.83
332,817.83 2,869.11 2,900.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Apartment, Boarding House & Lodging House Type III-D Ground Area of Bldg. - 110 square meters
Item 1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bars
Size
Unit
Quantity
Unit Cost
Total Cost 0.00
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m pc bag pc pc pc
4 10 700 50 55 50 70
253.50 379.60 14.26 192.40 33.80 154.70 87.10
1,014.00 3,796.00 9,982.30 9,620.00 1,690.00 7,735.00 6,097.00
975 pcs 1x3x30 35 pcs 2x6x6 100 pcs 2x6x12 20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft bd ft bd ft bd ft
250 110 100 100 120 10
25.35 25.35 25.35 35.10 35.10 35.10
6,337.50 2,788.50 2,535.00 3,510.00 4,212.00 351.00
3) FORMS
bd ft
350
11.37
3,981.25
4) SCAFFOLDINGS
bd ft
350
25.35
8,872.50
50
50.70
2,535.00
kilo
150 50 50
668.20 425.10 48.10
100,230.00 21,255.00 2,405.00
kilo
70
48.10
3,367.00
2) LUMBER a) T & G Flooring b) Floor Joist c) Bridging d) Window Jamb e) Door Jamb
6"x8"x16"
5) TIE WIRE
# 16
kilo
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet
7) GI NAILS 8) NAILS
assorted sizes
9) LABOR
58,533.15
10) PLUMBING INSTALLATION
10,140.00
11) ELECTRICAL
10,140.00
12) ARCHITECTS FEE
9,735.44
13) BLDG.PERMIT MISCELLANEOUS
1,950.00 Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-167-
292,812.64
292,812.64 2,661.93 2,700.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Apartment, Boarding House & Lodging House Type III-E Ground Area of Bldg. - 110 square meters
Item 1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bars
Size
Unit
Quantity
Unit Cost
Total Cost 0.00
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m pc bag pc pc pc
4 10 500 50 50 50 60
253.50 379.60 14.26 192.40 33.80 154.70 87.10
1,014.00 3,796.00 7,130.50 9,620.00 1,690.00 9,282.00 5,226.00
975 pcs 1x3x30 35 pcs 2x6x6 100 pcs 2x6x12 20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft bd ft bd ft bd ft
200 100 90 100 100 10
25.35 25.35 25.35 35.10 35.10 35.10
5,070.00 2,535.00 2,281.50 3,510.00 3,510.00 351.00
3) FORMS
bd ft
250
11.37
2,843.75
4) SCAFFOLDINGS
bd ft
250
25.35
6,337.50
50
50.70
2,535.00
kilo
140 50 50
668.20 425.10 48.10
93,548.00 21,255.00 2,405.00
kilo
70
48.10
3,367.00
2) LUMBER a) T & G Flooring b) Floor Joist c) Bridging d) Window Jamb e) Door Jamb
6"x8"x16"
5) TIE WIRE
# 16
kilo
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet
7) GI NAILS 8) NAILS
assorted sizes
9) LABOR
58,533.15
10) PLUMBING INSTALLATION
10,140.00
11) ELECTRICAL
10,140.00
12) ARCHITECTS FEE
9,735.44
13) BLDG.PERMIT MISCELLANEOUS
1,950.00 Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-168-
277,805.84
277,805.84 2,525.50 2,500.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Garage, Quarters, etc. Type I-A Ground Area of Bldg. - 32 square meters
Item 1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bars
Size
Unit
Quantity
Unit Cost
Total Cost 0.00 0.00 6,337.50 5,694.00 4,278.30 9,620.00 1,690.00 7,735.00 4,267.90 0.00
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m pc bag pc pc pc
25 15 300 50 50 50 49
253.50 379.60 14.26 192.40 33.80 154.70 87.10
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft
40 40 10
35.10 35.10 35.10
0.00 1,404.00 1,404.00 351.00
3) FORMS
bd ft
245
11.37
2,786.87
4) SCAFFOLDINGS
bd ft
245
25.35
6,210.75
2) LUMBER a) Window Jamb b) Door Jamb
6"x8"x16"
5) TIE WIRE
# 16
kilo
50
50.70
2,535.00
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
90 5 20
668.20 425.10 48.10
60,138.00 2,125.50 962.00
assorted sizes
kilo
65
48.10
3,126.50
7) GI NAILS 8) NAILS 9) LABOR
37,776.57
10) PLUMBING INSTALLATION
3,042.00
11) ELECTRICAL
3,042.00
12) ARCHITECTS FEE
6,294.40
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-169-
1,950.00 0.00 172,771.29
172,770.99 5,399.09 5,400.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Garage, Quarters, etc. Type I-B Ground Area of Bldg. - 28 square meters
Item 1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bars
Size
Unit
Quantity
Unit Cost
Total Cost 0.00 0.00 3,802.50 5,694.00 2,852.20 5,772.00 1,014.00 4,641.00 2,177.50 0.00
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m pc bag pc pc pc
15 15 200 30 30 30 25
253.50 379.60 14.26 192.40 33.80 154.70 87.10
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft
35 330 10
35.10 35.00 35.10
0.00 1,228.50 1,228.50 351.00
3) FORMS
bd ft
150
11.37
1,706.25
4) SCAFFOLDINGS
bd ft
150
25.35
3,802.50
2) LUMBER a) Window Jamb b) Door Jamb
6"x8"x16"
5) TIE WIRE
# 16
kilo
50
50.70
2,535.00
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
75 5 18
668.20 425.10 48.10
50,115.00 2,125.50 865.80
assorted sizes
kilo
55
48.10
2,645.50
7) GI NAILS 8) NAILS 9) LABOR
28,777.32
10) PLUMBING INSTALLATION
3,042.00
11) ELECTRICAL
3,042.00
12) ARCHITECTS FEE
4,796.22
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-170-
1,950.00 0.00 134,164.29
134,164.29 4,791.58 4,800.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Garage, Quarters, etc. Type I-C Ground Area of Bldg. - 28 square meters
Item 1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bars
Size
Unit
Quantity
Unit Cost
Total Cost 0.00 0.00 3,802.50 5,694.00 3,565.25 4,810.00 1,183.00 5,414.50 1,742.00 0.00
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m pc bag pc pc pc
15 15 250 25 35 35 20
253.50 379.60 14.26 192.40 33.80 154.70 87.10
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft
40 35 10
35.10 35.10 35.10
0.00 1,404.00 1,228.50 351.00
3) FORMS
bd ft
150
11.37
1,706.25
4) SCAFFOLDINGS
bd ft
150
25.35
3,802.50
2) LUMBER a) Window Jamb b) Door Jamb
6"x8"x16"
5) TIE WIRE
# 16
kilo
50
50.70
2,535.00
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
60 5 20
668.20 425.10 48.10
40,092.00 2,125.50 962.00
assorted sizes
kilo
40
48.10
1,924.00
7) GI NAILS 8) NAILS 9) LABOR
24,384.16
10) PLUMBING INSTALLATION
3,042.00
11) ELECTRICAL
3,042.00
12) ARCHITECTS FEE
4,061.19
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-171-
1,950.00 0.00 118,821.35
118,821.35 4,243.62 4,200.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Garage, Quarters, etc. Type II-A Ground Area of Bldg. - 28 square meters
Item 1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bars
Size
Unit
Quantity
Unit Cost
Total Cost 0.00 0.00 3,802.50 5,694.00 3,565.25 4,810.00 1,014.00 4,641.00 1,567.80 0.00
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m pc bag pc pc pc
15 15 250 25 30 30 18
253.50 379.60 14.26 192.40 33.80 154.70 87.10
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft
330 330 10
35.10 35.10 35.10
0.00 1,053.00 1,053.00 351.00
3) FORMS
bd ft
150
11.37
1,706.25
4) SCAFFOLDINGS
bd ft
150
25.35
3,802.50
2) LUMBER a) Window Jamb b) Door Jamb
6"x8"x16"
5) TIE WIRE
# 16
kilo
40
50.70
2,028.00
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
45 4 13
668.20 425.10 48.10
30,069.00 1,700.40 625.30
assorted sizes
kilo
30
48.10
1,443.00
7) GI NAILS 8) NAILS 9) LABOR
21,934.70
10) PLUMBING INSTALLATION
3,042.00
11) ELECTRICAL
3,042.00
12) ARCHITECTS FEE
3,642.79
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-172-
1,950.00 0.00 102,537.49
102,537.49 3,662.05 3,700.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Garage, Quarters, etc. Type II-B Ground Area of Bldg. - 26 square meters
Item 1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bars
Size
Unit
Quantity
Unit Cost
Total Cost 0.00 0.00 3,802.50 5,694.00 3,565.25 4,810.00 676.00 4,641.00 1,742.00 0.00
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m pc bag pc pc pc
15 15 250 25 20 30 20
253.50 379.60 14.26 192.40 33.80 154.70 87.10
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft
330 330 10
35.10 35.10 35.10
0.00 1,053.00 1,053.00 351.00
3) FORMS
bd ft
150
11.37
1,706.25
4) SCAFFOLDINGS
bd ft
150
25.35
3,802.50
2) LUMBER a) Window Jamb b) Door Jamb
6"x8"x16"
5) TIE WIRE
# 16
kilo
20
50.70
1,014.00
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
38 5 15
668.20 425.10 48.10
25,391.60 2,125.50 721.50
assorted sizes
kilo
30
48.10
1,443.00
7) GI NAILS 8) NAILS 9) LABOR
18,662.67
10) PLUMBING INSTALLATION
3,042.00
11) ELECTRICAL
3,042.00
12) ARCHITECTS FEE
3,110.44
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-173-
1,560.00 0.00 93,009.21
93,009.21 3,577.27 3,600.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Garage, Quarters, etc. Type II-C Ground Area of Bldg. - 26 square meters
Item 1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bars
Size
Unit
Quantity
Unit Cost
Total Cost 0.00 0.00 3,802.50 5,694.00 3,565.25 4,810.00 676.00 4,641.00 1,567.80 0.00
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m pc bag pc pc pc
15 15 250 25 20 30 18
253.50 379.60 14.26 192.40 33.80 154.70 87.10
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft
30 330 10
35.10 35.10 35.10
0.00 1,053.00 1,053.00 351.00
3) FORMS
bd ft
140
11.37
1,592.50
4) SCAFFOLDINGS
bd ft
140
25.35
3,549.00
2) LUMBER a) Window Jamb b) Door Jamb
6"x8"x16"
5) TIE WIRE
# 16
kilo
18
50.70
912.60
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
35 3 13
668.20 425.10 48.10
23,387.00 1,275.30 625.30
assorted sizes
kilo
20
48.10
962.00
7) GI NAILS 8) NAILS 9) LABOR
17,229.12
10) PLUMBING INSTALLATION
3,042.00
11) ELECTRICAL
3,042.00
12) ARCHITECTS FEE
2,871.51
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-174-
1,365.00 0.00 87,066.88
87,066.88 3,348.73 3,300.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Garage, Quarters, etc. Type III-A Ground Area of Bldg. - 24 square meters
Item 1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bars
Size
Unit
Quantity
Unit Cost
Total Cost 0.00 0.00 2,535.00 3,796.00 2,852.00 3,848.00 608.40 3,867.50 1,306.50 0.00
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m pc bag pc pc pc
10 10 150 20 18 25 13
253.50 379.60 14.26 192.40 33.80 154.70 87.10
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft
25 25 8
35.10 35.10 35.10
0.00 877.50 877.50 280.80
3) FORMS
bd ft
140
11.37
1,592.50
4) SCAFFOLDINGS
bd ft
140
25.35
3,549.00
2) LUMBER a) Window Jamb b) Door Jamb
6"x8"x16"
5) TIE WIRE
# 16
kilo
18
50.70
912.60
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
33 3 10
668.20 425.10 48.10
22,050.60 1,275.30 481.00
assorted sizes
kilo
20
48.10
962.00
7) GI NAILS 8) NAILS 9) LABOR
12,784.00
10) PLUMBING INSTALLATION
2,028.00
11) ELECTRICAL
3,042.00
12) ARCHITECTS FEE
2,130.66
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-175-
1,365.00 0.00 73,021.86
73,022.86 3,042.62 3,000.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Garage, Quarters, etc. Type III-B Ground Area of Bldg. - 24 square meters
Item 1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bars
Size
Unit
Quantity
Unit Cost
Total Cost 0.00 0.00 2,535.00 3,796.00 2,139.00 3,848.00 507.00 3,094.00 1,132.30 0.00
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m pc bag pc pc pc
10 10 150 20 15 20 13
253.50 379.60 14.26 192.40 33.80 154.70 87.40
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft
20 20 8
35.10 35.10 35.10
0.00 702.00 702.00 280.80
3) FORMS
bd ft
120
11.37
1,365.00
4) SCAFFOLDINGS
bd ft
120
25.35
3,042.00
2) LUMBER a) Window Jamb b) Door Jamb
6"x8"x16"
5) TIE WIRE
# 16
kilo
15
50.70
760.50
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
33 3 10
668.20 425.10 48.10
22,050.60 1,275.30 481.00
assorted sizes
kilo
20
48.10
962.00
7) GI NAILS 8) NAILS 9) LABOR
11,348.55
10) PLUMBING INSTALLATION
1,521.00
11) ELECTRICAL
1,521.00
12) ARCHITECTS FEE
1,891.40
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-176-
1,170.00 0.00 66,124.45
66,124.45 2,755.19 2,800.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Garage, Quarters, etc. Type III-C Ground Area of Bldg. - 22 square meters
Item
bd ft bd ft bd ft
25 25 10
35.10 35.10 35.10
2) FORMS
bd ft
100
11.37
Total Cost 0.00 0.00 877.50 877.50 351.00 0.00 1,137.50
3) SCAFFOLDINGS
bd ft
100
25.35
2,535.00
1) LUMBER d) Window Jamb e) Door Jamb
Size
Unit
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
Quantity
Unit Cost
4) TIE WIRE
# 16
kilo
15
50.70
760.50
5) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
30 3 10
668.20 425.10 48.10
20,046.00 1,275.30 481.00
assorted sizes
kilo
25
48.10
1,202.50
6) GI NAILS 7) NAILS 8) LABOR
10,078.99
9) PLUMBING INSTALLATION
1,521.00
10) ELECTRICAL
1,521.00
11) ARCHITECTS FEE
1,571.06
12) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-177-
1,365.00 0.00 45,600.85
45,600.85 2,072.77 2,100.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Garage, Quarters, etc. Type III-D Ground Area of Bldg. - 18 square meters
Item
bd ft bd ft bd ft
20 20 8
35.10 35.10 35.10
2) FORMS
bd ft
110
11.37
Total Cost 0.00 0.00 702.00 702.00 280.80 0.00 1,251.25
3) SCAFFOLDINGS
bd ft
110
25.35
2,788.50
6
50.70
304.20
1) LUMBER d) Window Jamb e) Door Jamb
Size
Unit
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
Quantity
Unit Cost
4) TIE WIRE
# 16
kilo
5) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
20 3 5
668.20 425.10 48.10
13,364.00 1,275.30 240.50
assorted sizes
kilo
18
48.10
865.80
6) GI NAILS 7) NAILS 8) LABOR
6,935.76
9) PLUMBING INSTALLATION
1,140.75
10) ELECTRICAL
1,140.75
11) ARCHITECTS FEE
1,155.96
12) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-178-
780.00 0.00 32,927.57
32,927.57 1,829.31 1,800.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Garage, Quarters, etc. Type III-E Ground Area of Bldg. - 20 square meters
Item
bd ft bd ft bd ft
15 15 10
35.10 35.10 35.10
2) FORMS
bd ft
75
11.37
Total Cost 0.00 0.00 526.50 526.50 245.70 0.00 853.12
3) SCAFFOLDINGS
bd ft
75
25.35
1,901.25
6
50.70
304.20
1) LUMBER a) Window Jamb b) Door Jamb
Size
Unit
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
Quantity
Unit Cost
4) TIE WIRE
# 16
kilo
5) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
20 3 5
668.20 425.10 48.10
13,364.00 1,275.30 240.50
assorted sizes
kilo
13
48.10
625.30
6) GI NAILS 7) NAILS 8) LABOR
6,550.44
9) PLUMBING INSTALLATION
570.37
10) ELECTRICAL
570.37
11) ARCHITECTS FEE
1,090.05
12) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-179-
585.00 0.00 29,228.60
29,228.60 1,461.43 1,500.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : School Building Type I-A Ground Area of Bldg. - 330 square meters
Item 1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bars
Size
Unit
Quantity
Unit Cost
Total Cost 0.00 0.00 126,750.00 151,840.00 71,305.00 288,600.00 10,140.00 46,410.00 130,650.00 0.00
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m pc bag pc pc pc
500 400 5,000 1,500 300 300 1,500
253.50 379.60 14.26 192.40 33.80 154.70 87.10
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft
350 350 250
35.10 35.10 35.10
0.00 12,285.00 12,285.00 8,775.00
3) FORMS
bd ft
6,500
11.37
73,937.50
4) SCAFFOLDINGS
bd ft
6,500
25.35
164,775.00
2) LUMBER a) Window Jamb b) Door Jamb
6"x8"x16"
5) TIE WIRE
# 16
kilo
300
50.70
15,210.00
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
350 75 75
668.20 425.10 48.10
233,870.00 31,882.50 3,607.50
assorted sizes
kilo
250
48.10
12,025.00
7) GI NAILS 8) NAILS 9) LABOR
443,736.54
10) PLUMBING INSTALLATION
45,630.00
11) ELECTRICAL
86,190.00
12) ARCHITECTS FEE
73,956.09
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-180-
5,850.00 0.00 2,049,710.13
2,049,710.13 6,211.24 6,200.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : School Building Type I-B Ground Area of Bldg. - 327 square meters
Item 1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bars
Size
Unit
Quantity
Unit Cost
Total Cost 0.00 0.00 101,400.00 113,880.00 57,044.00 288,600.00 6,760.00 30,940.00 130,650.00 0.00
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m pc bag pc pc pc
400 300 4,000 1,500 200 200 1,500
253.50 379.60 14.26 192.40 33.80 154.70 87.10
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft
350 350 250
35.10 35.10 35.10
0.00 12,285.00 12,285.00 8,775.00
3) FORMS
bd ft
6,500
11.37
73,937.50
4) SCAFFOLDINGS
bd ft
6,500
25.35
164,775.00
2) LUMBER a) Window Jamb b) Door Jamb
6"x8"x16"
5) TIE WIRE
# 16
kilo
300
50.70
15,210.00
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
350 75 75
668.20 425.10 48.10
233,870.00 31,882.50 3,607.50
assorted sizes
kilo
250
48.10
12,025.00
7) GI NAILS 8) NAILS 9) LABOR
401,414.71
10) PLUMBING INSTALLATION
45,630.00
11) ELECTRICAL
57,037.50
12) ARCHITECTS FEE
66,851.74
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
5,850.00 0.00 1,874,710.45
1,874,710.45 5,733.05 5,700.00
-181-
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : School Building Type I-C Ground Area of Bldg. - 314 square meters
Item 1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bars
Size
Unit
Quantity
Unit Cost
Total Cost 0.00 0.00 25,350.00 75,920.00 78,435.50 346,320.00 10,140.00 46,410.00 69,680.00 0.00
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m pc bag pc pc pc
100 200 5,500 1,800 300 300 800
253.50 379.60 14.26 192.40 33.80 154.70 87.10
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft
300 300 200
35.10 35.10 35.10
0.00 10,530.00 10,530.00 7,020.00
3) FORMS
bd ft
5,500
11.37
62,562.50
4) SCAFFOLDINGS
bd ft
3,500
25.35
88,725.00
2) LUMBER a) Window Jamb b) Door Jamb
6"x8"x16"
5) TIE WIRE
# 16
kilo
200
50.70
10,140.00
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
340 50 50
668.20 425.10 48.10
227,188.00 21,255.00 2,405.00
assorted sizes
kilo
180
48.10
8,658.00
7) GI NAILS 8) NAILS 9) LABOR
341,046.22
10) PLUMBING INSTALLATION
45,630.00
11) ELECTRICAL
45,630.00
12) ARCHITECTS FEE
56,839.77
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-182-
3,900.00 0.00 1,594,314.99
1,594,314.99 5,077.43 5,100.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : School Building Type II-A Ground Area of Bldg. - 314 square meters
Item 1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bars
Size
Unit
Quantity
Unit Cost
Total Cost 0.00 0.00 25,350.00 37,960.00 78,435.50 346,320.00 8,450.00 38,675.00 60,970.00 0.00
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m pc bag pc pc pc
100 100 5,500 1,800 250 250 700
253.50 379.60 14.26 192.40 33.80 154.70 87.10
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft
350 350 250
35.10 35.10 35.10
0.00 12,285.00 12,285.00 12,285.00
3) FORMS
bd ft
6,000
11.37
68,250.00
4) SCAFFOLDINGS
bd ft
6,000
25.35
152,100.00
2) LUMBER a) Window Jamb b) Door Jamb
6"x8"x16"
5) TIE WIRE
# 16
kilo
200
50.70
10,140.00
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
350 50 50
668.20 425.10 48.10
233,870.00 21,255.00 2,405.00
assorted sizes
kilo
180
48.10
8,658.00
7) GI NAILS 8) NAILS 9) LABOR
130,598.97
10) PLUMBING INSTALLATION
40,560.00
11) ELECTRICAL
40,560.00
12) ARCHITECTS FEE
49,933.15
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-183-
3,900.00 0.00 1,395,245.62
1,395,245.62 4,443.46 4,400.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : School Building Type II-B Ground Area of Bldg. - 306 square meters
Item 1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bars
Size
Unit
Quantity
Unit Cost
Total Cost 0.00 0.00 6,337.50 18,980.00 71,305.00 288,600.00 8,450.00 38,675.00 26,130.00 0.00
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m pc bag pc pc pc
25 50 5,000 1,500 250 250 300
253.50 379.60 14.26 192.40 33.80 154.70 87.10
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft
300 300 250
35.10 35.10 35.10
0.00 10,530.00 10,530.00 8,775.00
3) FORMS
bd ft
5,000
11.37
56,850.00
4) SCAFFOLDINGS
bd ft
3,500
25.35
88,725.00
2) LUMBER a) Window Jamb b) Door Jamb
6"x8"x16"
5) TIE WIRE
# 16
kilo
150
50.70
7,605.00
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
300 50 50
668.20 425.10 48.10
200,460.00 21,255.00 2,405.00
assorted sizes
kilo
175
48.10
8,417.50
7) GI NAILS 8) NAILS 9) LABOR
274,844.70
10) PLUMBING INSTALLATION
40,560.00
11) ELECTRICAL
40,560.00
12) ARCHITECTS FEE
45,807.45
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-184-
3,900.00 0.00 1,279,702.15
1,279,702.15 4,182.03 4,200.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : School Building Type II-C Ground Area of Bldg. - 300 square meters
Item 1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bars
Size
Unit
Quantity
Unit Cost
Total Cost 0.00 0.00 3,802.50 9,490.00 49,910.00 230,880.00 6,760.00 30,940.00 21,775.00 0.00
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m pc bag pc pc pc
15 25 3,500 1,200 200 200 250
253.50 379.60 14.26 192.40 33.80 154.70 87.10
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft
300 300 250
35.10 35.10 35.10
0.00 10,530.00 947.70 8,775.00
3) FORMS
bd ft
5,000
11.37
56,875.00
4) SCAFFOLDINGS
bd ft
3,500
25.35
88,725.00
2) LUMBER a) Window Jamb b) Door Jamb
6"x8"x16"
5) TIE WIRE
# 16
kilo
150
50.70
7,605.00
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
300 60 60
668.20 425.10 48.10
200,460.00 25,506.00 2,886.00
assorted sizes
kilo
175
48.10
8,417.50
7) GI NAILS 8) NAILS 9) LABOR
252,698.94
10) PLUMBING INSTALLATION
40,560.00
11) ELECTRICAL
40,560.00
12) ARCHITECTS FEE
42,116.49
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-185-
3,900.00 0.00 1,144,120.13
1,144,120.13 3,813.73 3,800.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : School Building Type III-A Ground Area of Bldg. - 300 square meters
Item 1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bars
Size
Unit
Quantity
Unit Cost
Total Cost 0.00 0.00 1,267.50 3,796.00 14,260.00 153,920.00 5,070.00 23,205.00 17,420.00 0.00
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m pc bag pc pc pc
5 10 1,000 800 150 150 200
253.50 379.60 14.26 192.40 33.80 154.70 87.10
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft
300 300 250
35.10 35.10 35.10
0.00 10,530.00 10,530,00 8,775.00
3) FORMS
bd ft
4,000
11.37
45,500.00
4) SCAFFOLDINGS
bd ft
3,500
25.35
88,725.00
2) LUMBER a) Window Jamb b) Door Jamb
6"x8"x16"
5) TIE WIRE
# 16
kilo
140
50.70
7,098.00
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
300 50 50
668.20 425.10 48.10
200,460.00 21,255.00 2,405.00
assorted sizes
kilo
175
48.10
8,417.50
7) GI NAILS 8) NAILS 9) LABOR
201,741.63
10) PLUMBING INSTALLATION
27,885.00
11) ELECTRICAL
27,885.00
12) ARCHITECTS FEE
33,621.70
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-186-
3,120.00 0.00 906,357.33
906,357.33 3,021.19 3,000.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : School Building Type III-B Ground Area of Bldg. - 317 square meters
Item 1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bars
Size
Unit
Quantity
Unit Cost
Total Cost 0.00 0.00 6,337.50 9,490.00 12,834.90 144,300.00 4,056.00 18,564.00 8,710.00 0.00
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m pc bag pc pc pc
25 25 900 750 120 120 100
253.50 379.60 14.26 192.40 33.80 154.70 87.10
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft
300 300 250
35.10 35.10 35.10
0.00 10,530.00 10,530.00 8,775.00
3) FORMS
bd ft
4,000
11.37
45,500.00
4) SCAFFOLDINGS
bd ft
3,500
25.35
88,725.00
2) LUMBER a) Window Jamb b) Door Jamb
6"x8"x16"
5) TIE WIRE
# 16
kilo
140
50.70
7,098.00
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
300 60 60
668.20 425.10 48.10
200,460.00 25,506.00 2,886.00
assorted sizes
kilo
180
48.10
8,658.00
7) GI NAILS 8) NAILS 9) LABOR
195,581.58
10) PLUMBING INSTALLATION
27,885.00
11) ELECTRICAL
27,885.00
12) ARCHITECTS FEE
32,595.03
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
3,120.00 0.00 900,027.01
900,027.01 2,839.20 2,800.00
-187-
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : School Building Type III-C Ground Area of Bldg. - 320 square meters
Item
Size
Unit
1) LUMBER
Quantity
Unit Cost
bd ft
8,000
35.10
Total Cost 0.00 280,800.00
2) Window Jamb 3) Door Jamb
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft
300 300 250
35.10 35.10 35.10
10,530.00 10,530.00 8,775.00
4) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
300 50 50
668.20 425.10 48.10
200,460.00 21,255.00 2,405.00
assorted sizes
kilo
180
48.10
8,658.00
5) GI NAILS 6) NAILS 7) LABOR
179,744.17
8) PLUMBING INSTALLATION
27,885.00
9) ELECTRICAL
27,885.00
10) ARCHITECTS FEE
31,715.38
11) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-188-
3,120.00 0.00 813,762.55
813,762.55 2,543.01 2,500.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : School Building Type III-D Ground Area of Bldg. - 300 square meters
Item
Size
Unit
1) LUMBER
Quantity
Unit Cost
bd ft
7,000
35.10
Total Cost 0.00 245,700.00
2) Window Jamb 3) Door Jamb
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft
200 200 200
35.10 35.10 35.10
7,020.00 7,020.00 7,020.00
4) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
275 50 50
668.20 425.10 48.10
183,755.00 21,255.00 2,405.00
assorted sizes
kilo
150
48.10
7,215.00
5) GI NAILS 6) NAILS 7) LABOR
150,464.92
8) PLUMBING INSTALLATION
17,745.00
9) ELECTRICAL
20,280.00
10) ARCHITECTS FEE
25,077.48
11) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-189-
2,340.00 0.00 697,297.40
697,297.40 2,324.32 2,300.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : School Building Type III-E Ground Area of Bldg. - 300 square meters
Item
Size
Unit
1) LUMBER
Quantity
Unit Cost
bd ft
6,000
35.10
Total Cost 0.00 210,600.00
2) Window Jamb 3) Door Jamb
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft
200 200 200
35.10 35.10 35.10
7,020.00 7,020.00 7,020.00
4) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
275 50 50
668.20 425.10 48.10
183,755.00 21,255.00 2,405.00
assorted sizes
kilo
150
48.10
7,215.00
5) GI NAILS 6) NAILS 7) LABOR
132,692.04
8) PLUMBING INSTALLATION
17,745.00
9) ELECTRICAL
20,280.00
10) ARCHITECTS FEE
22,267.44
11) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-190-
2,340.00 0.00 641,614.48
641,614.48 2,138.71 2,100.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Hotel, Hospital, etc. Type I-A Ground Area of Bldg. - 280 square meters
Item 1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bars
Size
Unit
Quantity
Unit Cost
Total Cost 0.00 0.00 50,700.00 151,840.00 28,522.00 481,000.00 33,800.00 241,950.80 17,420.00 0.00
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m pc bag pc pc pc
200 400 2,000 2,500 1000 1564 200
253.50 379.60 14.26 192.40 33.80 154.70 87.10
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft
450 450 300
35.10 35.10 35.10
0.00 15,795.00 15,795.00 10,530.00
3) FORMS
bd ft
5,000
11.37
56,875.00
4) SCAFFOLDINGS
bd ft
5,000
19.50
139,425.00
2) LUMBER a) Window Jamb b) Door Jamb
6"x8"x16"
5) TIE WIRE
# 16
kilo
250
50.70
12,675.00
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
250 60 75
668.20 425.10 48.10
167,050.00 25,506.00 3,607.50
assorted sizes
kilo
200
48.10
9,620.00
7) GI NAILS 8) NAILS 9) LABOR
471,875.04
10) PLUMBING INSTALLATION
60,840.00
11) ELECTRICAL
86,190.00
12) ARCHITECTS FEE
78,645.84
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-191-
5,850.00 0.00 2,165,512.18
2,165,512.18 7,733.97 7,700.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Hotel, Hospital, etc. Type I-B Ground Area of Bldg. - 270 square meters
Item 1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bars
Size
Unit
Quantity
Unit Cost
Total Cost 0.00 0.00 38,025.00 102,492.00 85,566.00 384,800.00 33,800.00 232,050.00 17,420.00 0.00
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m pc bag pc pc pc
150 270 6,000 2,000 1,000 1,500 200
253.50 379.60 14.26 192.40 33.80 154.70 87.10
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft
350 300 200
35.10 35.10 35.10
0.00 12,285.00 10,530.00 7,020.00
3) FORMS
bd ft
4,000
11.37
45,500.00
4) SCAFFOLDINGS
bd ft
4,000
25.35
101,400.00
2) LUMBER a) Window Jamb b) Door Jamb
6"x8"x16"
5) TIE WIRE
# 16
kilo
150
50.70
7,605.00
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
240 75 75
668.20 425.10 48.10
160,368.00 31,882.50 3,607.50
assorted sizes
kilo
300
48.10
14,430.00
7) GI NAILS 8) NAILS 9) LABOR
429,629.26
10) PLUMBING INSTALLATION
60,840.00
11) ELECTRICAL
81,120.00
12) ARCHITECTS FEE
71,604.87
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-192-
5,070.00 0.00 1,937,045.13
1,937,045.13 7,174.24 7,200.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Hotel, Hospital, etc. Type I-C Ground Area of Bldg. - 260 square meters
Item 1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bars
Size
Unit
Quantity
Unit Cost
Total Cost 0.00 0.00 38,025.00 94,900.00 85,566.00 384,800.00 20,280.00 154,700.00 8,710.00 0.00
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m pc bag pc pc pc
150 250 6,000 2,000 600 1,000 100
253.50 379.60 14.26 192.40 33.80 154.70 87.10
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft
350 300 200
35.10 35.10 35.10
0.00 12,285.00 10,530.00 7,020.00
3) FORMS
bd ft
3,500
11.37
39,812.50
4) SCAFFOLDINGS
bd ft
3,500
25.35
88,725.00
2) LUMBER a) Window Jamb b) Door Jamb
6"x8"x16"
5) TIE WIRE
# 16
kilo
150
50.70
7,605.00
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
200 75 75
668.20 425.10 48.10
133,640.00 31,882.50 3,607.50
assorted sizes
kilo
200
48.10
9,620.00
7) GI NAILS 8) NAILS 9) LABOR
368,335.50
10) PLUMBING INSTALLATION
30,420.00
11) ELECTRICAL
81,120.00
12) ARCHITECTS FEE
61,388.82
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-193-
3,900.00 0.00 1,676,872.82
1,676,872.82 6,449.51 6,400.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Hotel, Hospital, etc. Type II-A Ground Area of Bldg. - 265 square meters
Item 1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bars
Size
Unit
Quantity
Unit Cost
Total Cost 0.00 0.00 12,675.00 37,960.00 85,566.00 384,800.00 20,280.00 139,230.00 8,710.00 0.00
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m pc bag pc pc pc
50 100 6,000 2,000 600 900 100
253.50 379.60 14.26 192.40 33.80 154.70 87.10
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft
330 330 10
35.10 35.10 35.10
0.00 12,285.00 10,530.00 7,020.00
3) FORMS
bd ft
3,500
11.37
62,562.50
4) SCAFFOLDINGS
bd ft
3,000
25.35
76,050.00
2) LUMBER a) Window Jamb b) Door Jamb
6"x8"x16"
5) TIE WIRE
# 16
kilo
150
50.70
7,605.00
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
200 50 50
668.20 425.10 48.10
133,640.00 21,255.00 2,405.00
assorted sizes
kilo
200
48.10
9,620.00
7) GI NAILS 8) NAILS 9) LABOR
329,070.88
10) PLUMBING INSTALLATION
30,420.00
11) ELECTRICAL
58,305.00
12) ARCHITECTS FEE
54,844.72
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-194-
3,900.00 0.00 1,508,734.10
1,508,734.10 5,693.34 5,700.00
1,600,000.00
1,400,000.00
1,200,000.00
1,000,000.00
Datenr…
800,000.00
600,000.00
400,000.00
200,000.00
0.00 1
2
3
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Hotel, Hospital, etc. Type II-B Ground Area of Bldg. - 260 square meters
Item 1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bars
Size
Unit
Quantity
Unit Cost
Total Cost 0.00 0.00 8,872.50 22,776.00 85,566.00 288,600.00 15,210.00 85,085.00 17,420.00 0.00
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m pc bag pc pc pc
35 60 6,000 1,500 450 550 200
253.50 379.60 14.26 192.40 33.80 154.70 87.10
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft
330 330 10
35.10 35.10 35.10
0.00 12,285.00 12,285.00 8,775.00
3) FORMS
bd ft
5,500
11.37
62,562.50
4) SCAFFOLDINGS
bd ft
5,000
25.35
126,750.00
2) LUMBER a) Window Jamb b) Door Jamb
6"x8"x16"
5) TIE WIRE
# 16
kilo
200
50.70
10,140.00
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
200 20 20
668.20 425.10 48.10
133,640.00 21,255.00 2,405.00
assorted sizes
kilo
250
48.10
12,025.00
7) GI NAILS 8) NAILS 9) LABOR
294,354.06
10) PLUMBING INSTALLATION
30,420.00
11) ELECTRICAL
58,305.00
12) ARCHITECTS FEE
49,057.32
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-195-
3,900.00 0.00 1,361,688.38
1,361,688.38 5,237.26 5,200.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Hotel, Hospital, etc. Type II-C Ground Area of Bldg. - 240 square meters
Item 1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bars
Size
Unit
Quantity
Unit Cost
Total Cost 0.00 0.00 3,802.50 9,490.00 42,783.00 153,920.00 3,380.00 46,410.00 34,840.00 0.00
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m pc bag pc pc pc
15 25 3,000 800 100 300 400
253.50 379.60 14.26 192.40 33.80 154.70 87.10
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft
330 330 10
35.10 35.10 35.10
0.00 12,285.00 10,530.00 7,020.00
3) FORMS
bd ft
7,500
11.37
85,312.50
4) SCAFFOLDINGS
bd ft
7,500
25.35
190,125.00
2) LUMBER a) Window Jamb b) Door Jamb
6"x8"x16"
5) TIE WIRE
# 16
kilo
300
50.70
15,210.00
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
200 30 40
668.20 425.10 48.10
133,640.00 12,753.00 1,924.00
assorted sizes
kilo
100
48.10
4,810.00
7) GI NAILS 8) NAILS 9) LABOR
242,944.26
10) PLUMBING INSTALLATION
30,420.00
11) ELECTRICAL
30,420.00
12) ARCHITECTS FEE
40,489.02
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-196-
3,510.00 0.00 1,116,018.28
1,116,018.28 4,650.08 4,700.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Hotel, Hospital, etc. Type III-A Ground Area of Bldg. - 250 square meters
Item 1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bars
Size
Unit
6"x8"x16" 1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
Quantity
Unit Cost
Total Cost 0.00 0.00 2,535.00 7,592.00 28,522.00 76,960.00 6,760.00 54,145.00 8,710.00 0.00
cu m cu m pc bag pc pc pc
10 20 2,000 400 200 350 100
253.50 379.60 14.26 192.40 33.80 154.70 87.10
18,500 500
11.37 35.10
0.00 210,437.50 17,550.00
2) LUMBER a) Door & Window Jamb
lawa-an 20 pcs 2x5x20
bd ft
3) TIE WIRE
# 16
kilo
100
50.70
5,070.00
4) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
250 45 50
668.20 425.10 48.10
167,050.00 19,129.50 2,405.00
assorted sizes
kilo
100
48.10
4,810.00
5) GI NAILS 6) NAILS
197,048.08
7) LABOR 8) PLUMBING INSTALLATION
22,815.00
9) ELECTRICAL
30,420.00
10) ARCHITECTS FEE
32,942.32
11) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-197-
3,510.00 0.00 898,411.40
898,411.40 3,593.65 3,600.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Hotel, Hospital, etc. Type III-B Ground Area of Bldg. - 225 square meters
Item 1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bars
Size
Unit
Quantity
Unit Cost
Total Cost 0.00 0.00 3,802.50 9,490.00 28,522.00 67,340.00 5,070.00 15,470.00 13,065.00 0.00
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m pc bag pc pc pc
2) LUMBER a) Door & Window Jamb
lawa-an 20 pcs 2x5x20
bd. Ft. bd ft
3) TIE WIRE
# 16
kilo
4) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
250 30 35
668.20 425.10 48.10
167,050.00 12,753.00 1,683.50
assorted sizes
kilo
150
48.10
7,215.00
6"x8"x16"
5) GI NAILS 6) NAILS
15 25 2,000 350 150 100 150
253.50 379.60 14.26 192.40 33.80 154.70 87.10
22,000 500
11.37 35.10
0.00 250,250.00 17,550.00
50
50.70
2,535.00
164,612.76
7) LABOR 8) PLUMBING INSTALLATION
17,745.00
9) ELECTRICAL
22,815.00
10) ARCHITECTS FEE
27,433.77
11) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-198-
3,120.00 0.00 837,522.53
837,522.53 3,722.32 3,700.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Hotel, Hospital, etc. Type III-C Ground Area of Bldg. - 180 square meters
Item
Size
1) LUMBER a) Door & Window Jamb
lawa-an 20 pcs 2x5x20
2) GI ROOFING
26 x 32 x 12 26 x32x8
assorted sizes
Unit
3) GI NAILS 4) NAILS
20,000 500
11.37 35.10
Total Cost 0.00 0.00 227,500.00 17,550.00
sheet sheet kilo
180 25 35
668.20 425.10 48.10
120,276.00 10,627.50 1,683.50
kilo
150
48.10
7,215.00
bd ft
Quantity
Unit Cost
122,100.81
5) LABOR 6) PLUMBING INSTALLATION
17,745.00
7) ELECTRICAL
22,815.00
8) ARCHITECTS FEE
20,348.44
9) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-199-
3,120.00 0.00 570,981.25
570,981.25 3,172.12 3,200.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Hotel, Hospital, etc. Type III-D Ground Area of Bldg. - 180 square meters
Item
Size
1) LUMBER a) Door & Window Jamb
lawa-an 20 pcs 2x5x20
2) GI ROOFING
26 x 32 x 12 26 x32x8
assorted sizes
3) GI NAILS 4) NAILS
Unit
17,500 500
11.37 35.10
Total Cost 0.00 0.00 199,062.50 17,550.00
sheet sheet kilo
180 25 35
668.20 425.10 48.10
120,276.00 10,627.50 1,683.50
kilo
100
48.10
4,810.00
bd ft
Quantity
Unit Cost
111,958.27
5) LABOR 6) PLUMBING INSTALLATION
17,745.00
7) ELECTRICAL
17,745.00
8) ARCHITECTS FEE
18,637.32
9) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
3,120.00 0.00 523,215.09
523,215.09 2,906.75 2,900.00
-200-
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Hotel, Hospital, etc. Type III-E Ground Area of Bldg. - 190 square meters
Item
Size
1) LUMBER a) Door & Window Jamb
lawa-an 20 pcs 2x5x20
2) GI ROOFING
26 x 32 x 12 26 x32x8
assorted sizes
Unit
3) GI NAILS 4) NAILS
16,000 285
11.37 35.10
Total Cost 0.00 0.00 182,000.00 10,003.50
sheet sheet kilo
150 25 30
668.20 425.10 48.10
100,230.00 10,627.50 1,443.00
kilo
100
48.10
4,810.00
bd ft
Quantity
Unit Cost
107,385.13
5) LABOR 6) PLUMBING INSTALLATION
15,210.00
7) ELECTRICAL
15,210.00
8) ARCHITECTS FEE
17,897.10
9) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-201-
3,120.00 0.00 467,936.23
467,936.23 2,462.82 2,500.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Theater,Church, Assembly House Type I-A Ground Area of Bldg. - 1000 square meters
Item
cu m cu m bag pc pc pc
750 1,500 10,500 3500 5210 700
253.50 379.60 192.40 33.80 154.70 87.10
2) LUMBER a) Doors & Window
bd ft
2,500
11.37
Total Cost 0.00 0.00 190,125.00 569,400.00 2,020,200.00 118,300.00 805,987.00 60,970.00 0.00 0.00 28,437.50
3) FORMS
bd ft
15,000
11.37
170,625.00
4) SCAFFOLDINGS
bd ft
7,500
25.35
190,125.00
800
50.70
40,560.00
1. MASONRY a) sand b) gravel c) cement d) reinforced bars
Size
Unit
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
Quantity
Unit Cost
5) TIE WIRE
# 16
kilo
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
1,500 200 200
668.20 425.10 48.10
1,002,300.00 85,020.00 9,620.00
assorted sizes
kilo
1,500
48.10
72,150.00
7) GI NAILS 8) NAILS
1,502,677.02
9) LABOR
114,075.00
10) PLUMBING INSTALLATION 11) ELECTRICAL
29,152.50
12) ARCHITECTS FEE
250,445.32
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-202-
9,750.00 0.00 7,269,919.34
7,269,919.34 7,269.92 7,300.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Theater,Church, Assembly House Type I-B Ground Area of Bldg. - 1,000 square meters
Item 1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bars
Size
Unit
Quantity
Unit Cost
Total Cost 0.00 0.00 139,425.00 284,700.00 114,088.00 2,405,000.00 118,300.00 464,100.00 69,680.00 0.00
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m pc bag pc pc pc
550 750 8,000 12,500 3,500 3,000 800
253.50 379.60 14.26 192.40 33.80 154.70 87.10
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft
1,400 1,000 1,000
35.10 35.10 35.10
0.00 49,140.00 35,100.00 35,100.00
3) FORMS
bd ft
13,000
11.37
147,875.00
4) SCAFFOLDINGS
bd ft
5,500
25.35
139,425.00
2) LUMBER a) Window Jamb b) Door Jamb
6"x8"x16"
5) TIE WIRE
# 16
kilo
1000
50.70
50,700.00
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
1,000 250 350
668.20 425.10 48.10
668,200.00 106,275.00 16,835.00
assorted sizes
kilo
1,000
48.10
48,100.00
7) GI NAILS 8) NAILS
1,418,940.90
9) LABOR
29,152.50
10) PLUMBING INSTALLATION 11) ELECTRICAL
114,075.00
12) ARCHITECTS FEE
236,490.15
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-203-
7,800.00 0.00 6,698,501.55
6,698,501.55 6,698.50 6,700.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Theater,Church, Assembly House Type I-C Ground Area of Bldg. - 908 square meters
Item 1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bars
Size
Unit
Quantity
Unit Cost
Total Cost 0.00 0.00 76,050.00 189,800.00 85,566.00 1,924,000.00 101,400.00 464,100.00 60,970.00 0.00
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m pc bag pc pc pc
300 500 6,000 10,000 3,000 3,000 700
253.50 379.60 14.26 192.40 33.80 154.70 87.10
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft
1,000 800 900
35.10 35.10 35.10
0.00 35,100.00 28,080.00 31,590.00
3) FORMS
bd ft
10,000
11.37
113,750.00
4) SCAFFOLDINGS
bd ft
3,500
25.35
88,725.00
2) LUMBER a) Window Jamb b) Door Jamb
6"x8"x16"
5) TIE WIRE
# 16
kilo
800
50.70
40,560.00
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
950 250 350
668.20 425.10 48.10
634,790.00 106,275.00 16,835.00
assorted sizes
kilo
800
48.10
38,480.00
7) GI NAILS 8) NAILS
1,199,049.93
9) LABOR 10) PLUMBING INSTALLATION
29,152.50
11) ELECTRICAL
86,190.00
12) ARCHITECTS FEE
199,841.65
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-204-
7,800.00 0.00 5,558,105.08
5,558,105.08 6,121.26 6,100.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Theater,Church, Assembly House Type II-A Ground Area of Bldg. - 912 square meters
Item 1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bars
Size
Unit
Quantity
Unit Cost
Total Cost 0.00 0.00 43,095.00 151,840.00 71,305.00 1,924,000.00 33,800.00 185,640.00 43,550.00 0.00
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m pc bag pc pc pc
170 400 5,000 10,000 1,000 1,200 500
253.50 379.60 14.26 192.40 33.80 154.70 87.10
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft
1,000 900 400
35.10 35.10 35.10
0.00 35,100.00 31,590.00 14,040.00
3) FORMS
bd ft
9,000
11.37
102,375.00
4) SCAFFOLDINGS
bd ft
900
25.35
22,815.00
2) LUMBER a) Window Jamb b) Door Jamb
6"x8"x16"
5) TIE WIRE
# 16
kilo
800
50.70
40,560.00
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
950 180 300
668.20 425.10 48.10
634,790.00 76,518.00 14,430.00
assorted sizes
kilo
800
48.10
38,480.00
7) GI NAILS 8) NAILS
1,044,599.98
9) LABOR 10) PLUMBING INSTALLATION
29,152.50
11) ELECTRICAL
58,305.00
12) ARCHITECTS FEE
174,098.73
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-205-
7,800.00 0.00 4,777,884.21
4,777,884.21 5,238.91 5,200.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Theater,Church, Assembly House Type II-B Ground Area of Bldg. - 858 square meters
Item 1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bars
Size
Unit
Quantity
Unit Cost
Total Cost 0.00 0.00 44,362.50 170,820.00 57,044.00 1,635,400.00 33,800.00 146,965.00 30,485.00 0.00
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m pc bag pc pc pc
175 450 4,000 8,500 1,000 950 350
253.50 379.60 14.26 192.40 33.80 154.70 87.10
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft
900 800 300
35.10 35.10 35.10
0.00 31,590.00 28,080.00 10,530.00
3) FORMS
bd ft
8,000
11.37
91,000.00
4) SCAFFOLDINGS
bd ft
500
25.35
12,675.00
2) LUMBER a) Window Jamb b) Door Jamb
6"x8"x16"
5) TIE WIRE
# 16
kilo
400
50.70
20,280.00
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
700 150 350
668.20 425.10 48.10
467,740.00 63,765.00 16,835.00
assorted sizes
kilo
750
48.10
36,075.00
7) GI NAILS 8) NAILS
883,548.90
9) LABOR 10) PLUMBING INSTALLATION
29,152.50
11) ELECTRICAL
58,305.00
12) ARCHITECTS FEE
173,258.15
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-206-
7,800.00 0.00 4,049,511.05
4,049,511.05 4,719.71 4,700.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Theater,Church, Assembly House Type II-C Ground Area of Bldg. - 932 square meters
Item
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m pc bag pc pc pc
150 350 3,500 8,500 1,000 900 300
253.50 379.60 14.26 192.40 33.80 154.70 87.10
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft
900 800 300
35.10 35.10 35.10
Total Cost 0.00 0.00 38,025.00 132,860.00 49,913.50 1,635,400.00 33,800.00 139,230.00 26,130.00 0.00 0.00 31,590.00 28,080.00 10,530.00
3) FORMS
bd ft
8,000
11.37
91,000.00
4) SCAFFOLDINGS
bd ft
500
25.35
12,675.00
1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bars
2) LUMBER a) Doors & Window b) Door Jamb
Size
Unit
6"x8"x16"
Quantity
Unit Cost
5) TIE WIRE
# 16
kilo
400
50.70
20,280.00
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
700 80 300
668.20 425.10 48.10
467,740.00 34,008.00 14,430.00
assorted sizes
kilo
500
48.10
24,050.00
7) GI NAILS 8) NAILS
857,800.90
9) LABOR 10) PLUMBING INSTALLATION
29,152.50
11) ELECTRICAL
58,305.00
12) ARCHITECTS FEE
142,966.39
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-207-
7,800.00 0.00 3,885,766.29
3,885,766.29 4,169.28 4,200.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Theater,Church, Assembly House Type III-A Ground Area of Bldg. - 858 square meters
Item
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m pc bag pc pc pc
100 100 8,000 3,000 1,000 1,500 500
253.50 379.60 14.26 192.40 33.80 154.70 87.10
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft
2,000 1,500 400
35.10 35.10 35.10
Total Cost 0.00 0.00 25,350.00 37,960.00 114,088.00 577,200.00 33,800.00 232,050.00 43,550.00 0.00 0.00 70,200.00 52,650.00 14,040.00
3) FORMS
bd ft
20,000
11.37
227,500.00
4) SCAFFOLDINGS
bd ft
7,000
25.35
177,450.00
1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bars
2) LUMBER a) Doors & Window b) Door Jamb
Size
Unit
6"x8"x16"
Quantity
Unit Cost
5) TIE WIRE
# 16
kilo
300
50.70
15,210.00
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
800 100 350
668.20 425.10 48.10
534,560.00 42,510.00 16,835.00
assorted sizes
kilo
600
48.10
28,860.00
7) GI NAILS 8) NAILS
655,703.10
9) LABOR 10) PLUMBING INSTALLATION
29,152.50
11) ELECTRICAL
57,037.50
12) ARCHITECTS FEE
109,283.85
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-208-
7,800.00 0.00 3,102,789.95
3,102,789.95 3,616.31 3,600.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Theater,Church, Assembly House Type III-B Ground Area of Bldg. - 905 square meters
Item
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m pc bag pc pc pc
80 80 7,000 3,000 1,000 1,000 500
253.50 379.60 14.26 192.40 33.80 154.70 87.10
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft
2,000 1,500 400
35.10 35.10 35.10
Total Cost 0.00 0.00 20,280.00 30,368.00 99,827.00 577,200.00 33,800.00 154,700.00 43,550.00 0.00 0.00 70,200.00 52,650.00 14,040.00
3) FORMS
bd ft
18,500
11.37
210,437.50
4) SCAFFOLDINGS
bd ft
8,500
25.35
215,475.00
1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bars
2) LUMBER a) Doors & Window b) Door Jamb
Size
Unit
6"x8"x16"
Quantity
Unit Cost
5) TIE WIRE
# 16
kilo
300
50.70
15,210.00
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
800 100 350
668.20 425.10 48.10
534,560.00 42,510.00 16,835.00
assorted sizes
kilo
600
48.10
28,860.00
7) GI NAILS 8) NAILS
636,538.50
9) LABOR 10) PLUMBING INSTALLATION
29,152.50
11) ELECTRICAL
45,630.00
12) ARCHITECTS FEE
106,089.75
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-209-
7,800.00 0.00 2,985,713.25
2,985,713.25 3,299.13 3,300.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Theater,Church, Assembly House Type III-C Ground Area of Bldg. - 905 square meters
Item 1) LUMBER a) Window Jamb b) Door Jamb
2) GI ROOFING
Size
Unit bd ft bd ft bd ft bd ft
45,000 2,000 800 500
25.35 35.10 35.10 35.10
26 x 32 x 12 26 x32x8
sheet sheet kilo
1,000 100 350
668.20 425.10 48.10
Total Cost 0.00 1,140,750.00 7,020.00 28,080.00 17,550.00 0.00 0.00 668,200.00 42,510.00 16,835.00
assorted sizes
kilo
600
48.10
28,860.00
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
3) GI NAILS 4) NAILS
Quantity
Unit Cost
585,508.95
5) LABOR 6) PLUMBING INSTALLATION
47,911.50
7) ELECTRICAL
47,911.50
8) ARCHITECTS FEE
97,584.82
9) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-210-
7,800.00 0.00 2,736,521.77
2,736,521.77 3,023.78 3,000.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Theater,Church, Assembly House Type III-D Ground Area of Bldg. - 926 square meters
Item 1) LUMBER a) Window Jamb b) Door Jamb
2) GI ROOFING
Size
Unit
26 x 32 x 12 26 x32x8
sheet sheet kilo
800 300 500
668.20 425.10 48.10
Total Cost 0.00 1,140,750.00 35,100.00 17,550.00 17,550.00 0.00 0.00 534,560.00 127,530.00 24,050.00
assorted sizes
kilo
600
48.10
28,860.00
bd ft bd ft bd ft bd ft
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
3) GI NAILS 4) NAILS
Quantity
Unit Cost
45,000 1,000 500 500
25.35 35.10 35.10 35.10
547,483.95
5) LABOR 6) PLUMBING INSTALLATION
47,911.50
7) ELECTRICAL
47,911.50
8) ARCHITECTS FEE
91,247.32
9) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-211-
7,800.00 0.00 2,668,304.27
2,668,304.27 2,881.54 2,900.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Theater,Church, Assembly House Type III-E Ground Area of Bldg. - 945 square meters
Item 1) LUMBER a) Window Jamb b) Door Jamb
2) GI ROOFING
Size
26 x 32 x 12 26 x32x8
sheet sheet kilo
800 300 500
668.20 425.10 48.10
Total Cost 0.00 1,014,000.00 35,100.00 17,550.00 17,550.00 0.00 0.00 534,560.00 127,530.00 24,050.00
assorted sizes
kilo
600
48.10
28,860.00
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
3) GI NAILS 4) NAILS
Unit bd ft bd ft bd ft bd ft
Quantity
Unit Cost
40,000 1,000 500 500
25.35 35.10 35.10 35.10
505,656.45
5) LABOR 6) PLUMBING INSTALLATION
17,745.00
7) ELECTRICAL
47,911.50
8) ARCHITECTS FEE
84,276.07
9) BLDG.PERMIT MISCELLANEOUS Total
7,800.00 0.00 2,462,589.02
2,462,589.02 2,605.91 2,600.00
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-212-
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Factory, Warehouse, Bodega, Storage, Industrial Building & Hangars Type I-A Ground Area of Bldg. - 306 square meters
Item
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m bag pc pc pc
85 100 2,200 400 500 300
253.50 379.60 192.40 33.80 154.70 87.10
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft
700 500 200
35.10 35.10 35.10
Total Cost 0.00 0.00 21,547.50 37,960.00 423,280.00 13,520.00 77,350.00 26,130.00 0.00 0.00 24,570.00 17,550.00 7,020.00
3) FORMS
bd ft
600
11.37
6,825.00
4) SCAFFOLDINGS
bd ft
1,800
25.35
45,630.00
80
50.70
4,056.00
1. MASONRY a) sand b) gravel c) cement d) reinforced bars
2) LUMBER a) Window Jamb b) Door Jamb
Size
Unit
Quantity
Unit Cost
5) TIE WIRE
# 16
kilo
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
250 50 80
668.20 425.10 48.10
167,050.00 21,255.00 3,848.00
assorted sizes
kilo
300
48.10
14,430.00
7) GI NAILS 8) NAILS
272,525.87
9) LABOR 10) PLUMBING INSTALLATION
29,152.50
11) ELECTRICAL
11,407.50
12) ARCHITECTS FEE
45,250.59
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-213-
3,120.00 0.00 1,273,477.96
1,273,477.96 4,161.69 4,200.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Factory, Warehouse, Bodega, Storage, Industrial Building & Hangars Type I-B Ground Area of Bldg. - 286 square meters
Item
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m bag pc pc pc
70 100 1,600 130 150 150
253.50 379.60 192.40 33.80 154.70 87.10
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft
700 500 200
35.10 35.10 35.10
Total Cost 0.00 0.00 17,745.00 37,960.00 307,840.00 4,394.00 23,205.00 13,065.00 0.00 0.00 24,570.00 17,550.00 7,020.00
3) FORMS
bd ft
1,500
11.37
17,062.50
4) SCAFFOLDINGS
bd ft
4,500
25.35
114,075.00
1. MASONRY a) sand b) gravel c) cement d) reinforced bars
2) LUMBER a) Window Jamb b) Door Jamb
Size
Unit
Quantity
Unit Cost
5) TIE WIRE
# 16
kilo
150
50.70
7,605.00
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
250 100 150
668.20 425.10 48.10
167,050.00 42,510.00 7,215.00
assorted sizes
kilo
350
48.10
16,835.00
7) GI NAILS 8) NAILS
211,757.02
9) LABOR 10) PLUMBING INSTALLATION
29,152.50
11) ELECTRICAL
11,407.50
12) ARCHITECTS FEE
39,895.83
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-214-
3,120.00 0.00 1,121,034.35
1,121,034.35 3,919.70 3,900.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Factory, Warehouse, Bodega, Storage, Industrial Building & Hangars Type I-C Ground Area of Bldg. - 252 square meters
Item
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m bag pc pc pc
70 100 1,500 500 150 150
253.50 379.60 192.40 33.80 154.70 87.10
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft
500 400 200
35.10 35.10 35.10
Total Cost 0.00 0.00 17,745.00 37,960.00 288,600.00 16,900.00 23,205.00 13,065.00 0.00 0.00 17,550.00 14,040.00 7,020.00
3) FORMS
bd ft
1,000
11.37
11,375.00
4) SCAFFOLDINGS
bd ft
800
25.35
20,280.00
1. MASONRY a) sand b) gravel c) cement d) reinforced bars
2) LUMBER a) Window Jamb b) Door Jamb
Size
Unit
Quantity
Unit Cost
5) TIE WIRE
# 16
kilo
150
50.70
7,605.00
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
200 50 80
668.20 425.10 48.10
133,640.00 21,255.00 3,848.00
assorted sizes
kilo
300
48.10
14,430.00
7) GI NAILS 8) NAILS
197,463.82
9) LABOR
29,152.50
10) PLUMBING INSTALLATION 11) ELECTRICAL
8,872.50
12) ARCHITECTS FEE
32,909.37
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-215-
1,950.00 0.00 918,866.19
918,866.19 3,646.29 3,600.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Factory, Warehouse, Bodega, Storage, Industrial Building & Hangars Type II-A Ground Area of Bldg. - 282 square meters
Item
6x8x16 1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m bag pc pc pc pc
50 90 800 3,500 500 150 150
253.50 379.60 192.40 11.37 33.80 154.70 87.10
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft bd ft
3,500 400 300 200
25.35 35.10 35.10 35.10
Total Cost 0.00 0.00 12,675.00 34,164.00 153,920.00 39,812.50 16,900.00 23,205.00 13,065.00 0.00 88,725.00 14,040.00 10,530.00 7,020.00
3) FORMS
bd ft
700
11.37
7,962.00
4) SCAFFOLDINGS
bd ft
700
25.35
17,745.00
1. MASONRY a) sand b) gravel c) cement d) CHB e) reinforced bars
2) LUMBER a) Window Jamb b) Door Jamb
Size
Unit
Quantity
Unit Cost
5) TIE WIRE
# 16
kilo
150
50.70
7,605.00
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
200 50 80
668.20 425.10 48.10
133,640.00 21,255.00 3,848.00
assorted sizes
kilo
300
48.10
14,430.00
7) GI NAILS 8) NAILS
197,463.82
9) LABOR
29,152.50
10) PLUMBING INSTALLATION 11) ELECTRICAL
8,872.50
12) ARCHITECTS FEE
32,909.37
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-216-
1,950.00 0.00 890,889.69
890,889.69 3,159.18 3,200.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Factory, Warehouse, Bodega, Storage, Industrial Building & Hangars Type II-B Ground Area of Bldg. - 286 square meters
Item
6x8x16 1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m bag pc pc pc pc
30 50 800 2,500 500 150 150
253.50 379.60 192.40 11.37 33.80 154.70 87.10
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft bd ft
3,000 400 300 200
25.35 35.10 35.10 35.10
Total Cost 0.00 0.00 7,605.00 18,980.00 153,920.00 28,437.50 16,900.00 23,205.00 13,065.00 0.00 76,050.00 14,040.00 10,530.00 7,020.00
3) FORMS
bd ft
700
11.37
7,962.50
4) SCAFFOLDINGS
bd ft
700
25.35
17,745.00
1. MASONRY a) sand b) gravel c) cement d) CHB e) reinforced bars
2) LUMBER a) Window Jamb b) Door Jamb
Size
Unit
Quantity
Unit Cost
5) TIE WIRE
# 16
kilo
150
50.70
7,605.00
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
200 50 80
668.20 425.10 48.10
133,640.00 21,255.00 3,848.00
assorted sizes
kilo
300
48.10
14,430.00
7) GI NAILS 8) NAILS
175,571.56
9) LABOR
21,547.50
10) PLUMBING INSTALLATION 11) ELECTRICAL
7,605.00
12) ARCHITECTS FEE
29,261.50
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-217-
1,950.00 0.00 812,173.56
812,173.56 2,839.77 2,800.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Factory, Warehouse, Bodega, Storage, Industrial Building & Hangars Type II-C Ground Area of Bldg. - 290 square meters
Item
6x8x16 1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m bag pc pc pc pc
30 50 800 1,000 280 150 150
253.50 379.60 192.40 11.37 33.80 154.70 87.10
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft bd ft
3,000 400 300 200
25.35 35.10 35.10 35.10
Total Cost 0.00 0.00 7,605.00 18,980.00 153,920.00 11,375.00 9,464.00 23,205.00 13,065.00 0.00 76,050.00 14,040.00 10,530.00 7,020.00
3) FORMS
bd ft
500
11.37
5,687.50
4) SCAFFOLDINGS
bd ft
500
25.35
12,675.00
1. MASONRY a) sand b) gravel c) cement d) CHB e) reinforced bars
2) LUMBER a) Window Jamb b) Door Jamb
Size
Unit
Quantity
Unit Cost
5) TIE WIRE
# 16
kilo
100
50.70
5,070.00
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
200 50 80
668.20 425.10 48.10
133,640.00 21,255.00 3,848.00
assorted sizes
kilo
250
48.10
12,025.00
7) GI NAILS 8) NAILS
162,300.84
9) LABOR
21,547.50
10) PLUMBING INSTALLATION 11) ELECTRICAL
6,337.50
12) ARCHITECTS FEE
27,048.45
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-218-
1,950.00 0.00 758,638.79
758,638.79 2,616.00 2,600.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Factory, Warehouse, Bodega, Storage, Industrial Building & Hangars Type III-A Ground Area of Bldg. - 300 square meters
Item
6x8x16 1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m bag pc pc pc pc
20 40 500 1,000 100 100 150
253.50 379.60 192.40 11.37 33.80 154.70 87.10
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft bd ft
2,000 300 300 100
25.35 35.10 35.10 35.10
Total Cost 0.00 0.00 5,070.00 15,184.00 96,200.00 11,375.00 3,380.00 15,470.00 13,065.00 0.00 50,700.00 10,530.00 10,530.00 3,510.00
3) FORMS
bd ft
400
11.37
4,550.00
4) SCAFFOLDINGS
bd ft
400
25.35
10,140.00
1. MASONRY a) sand b) gravel c) cement d) CHB e) reinforced bars
2) LUMBER a) Window Jamb b) Door Jamb
Size
Unit
Quantity
Unit Cost
5) TIE WIRE
# 16
kilo
100
50.70
5,070.00
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
200 50 80
668.20 425.10 48.10
133,640.00 21,255.00 3,848.00
assorted sizes
kilo
150
48.10
7,215.00
7) GI NAILS 8) NAILS
134,415.84
9) LABOR 10) PLUMBING INSTALLATION
21,547.50
11) ELECTRICAL
21,547.50
12) ARCHITECTS FEE
22,406.86
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-219-
1,950.00 0.00 622,599.70
622,599.70 2,075.33 2,100.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Factory, Warehouse, Bodega, Storage, Industrial Building & Hangars Type III-B Ground Area of Bldg. - 294 square meters
Item
6x8x16 1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m bag pc pc pc pc
10 30 500 900 100 100 130
253.50 379.60 192.40 11.37 33.80 154.70 87.10
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft bd ft
1,500 300 300 100
25.35 35.10 35.10 35.10
Total Cost 0.00 0.00 2,535.00 11,388.00 96,200.00 10,237.50 3,380.00 15,470.00 11,323.00 0.00 38,025.00 10,530.00 10,530.00 3,510.00
3) FORMS
bd ft
400
11.37
4,550.00
4) SCAFFOLDINGS
bd ft
400
25.35
10,140.00
1. MASONRY a) sand b) gravel c) cement d) CHB e) reinforced bars
2) LUMBER a) Window Jamb b) Door Jamb
Size
Unit
Quantity
Unit Cost
5) TIE WIRE
# 16
kilo
100
50.70
5,070.00
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
175 40 70
668.20 425.10 48.10
116,935.00 17,004.00 3,367.00
assorted sizes
kilo
80
48.10
3,848.00
7) GI NAILS 8) NAILS
113,740.38
9) LABOR 10) PLUMBING INSTALLATION
21,547.50
11) ELECTRICAL
21,547.50
12) ARCHITECTS FEE
18,956.73
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-220-
1,950.00 0.00 551,784.61
551,784.61 1,876.82 1,900.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Factory, Warehouse, Bodega, Storage, Industrial Building & Hangars Type III-C Ground Area of Bldg. - 295 square meters
Item
bd ft bd ft bd ft bd ft
6,000 300 300 100
25.35 35.10 35.10 35.10
Total Cost 0.00 0.00 152,100.00 10,530.00 10,530.00 3,510.00
2) FORMS
bd ft
400
11.37
4,550.00
3) SCAFFOLDINGS
bd ft
400
25.35
10,140.00
1) LUMBER a) Window Jamb b) Door Jamb
Size
Unit
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
Quantity
Unit Cost
4) TIE WIRE
# 16
kilo
100
50.70
5,070.00
5) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
180 40 80
668.20 425.10 48.10
120,276.00 17,004.00 3,848.00
assorted sizes
kilo
100
48.10
4,810.00
6) GI NAILS 7) NAILS 8) LABOR
99,275.67
9) PLUMBING INSTALLATION
8,872.50
10) ELECTRICAL
8,872.50
11) ARCHITECTS FEE
16,545.94
12) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-221-
1,950.00 0.00 477,884.61
477,884.61 1,619.95 1,600.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Factory, Warehouse, Bodega, Storage, Industrial Building & Hangars Type III-D Ground Area of Bldg. - 300 square meters
Item
1) LUMBER a) Window Jamb b) Door Jamb
2) GI ROOFING
Size
Unit
bd ft bd ft bd ft bd ft
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
Unit Cost
5,000 300 300 100
25.35 35.10 35.10 35.10
Total Cost 0.00 0.00 126,750.00 10,530.00 10,530.00 3,510.00
26 x 32 x 12 26 x32x8
sheet sheet kilo
175 40 75
668.20 425.10 48.10
116,935.00 17,004.00 3,607.50
assorted sizes
kilo
100
48.10
4,810.00
3) GI NAILS 4) NAILS
Quantity
83,510.50
5) LABOR 6) PLUMBING INSTALLATION
8,872.50
7) ELECTRICAL
2,851.87
8) ARCHITECTS FEE
13,917.15
9) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
222-
1,950.00 0.00 404,778.52
404,778.52 1,349.26 1,300.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Factory, Warehouse, Bodega, Storage, Industrial Building & Hangars Type III-E Ground Area of Bldg. - 300 square meters
Item
1) LUMBER a) Window Jamb b) Door Jamb
2) GI ROOFING
Size
Unit
bd ft bd ft bd ft bd ft
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
Quantity
Unit Cost
3,000 200 200 100
25.35 35.10 35.10 35.10
Total Cost 0.00 0.00 76,050.00 7,020.00 7,020.00 3,510.00 113,594.00 12,753.00 3,848.00
26 x 32 x 12 26 x32x8
sheet sheet kilo
170 30 80
668.20 425.10 48.10
assorted sizes
kilo
100
48.10
3) GI NAILS
. 4) NAILS
4,810.00 65,524.68
5) LABOR 6) PLUMBING INSTALLATION
8,872.50
7) ELECTRICAL
2,851.87
8) ARCHITECTS FEE
10,920.78
9) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-223-
1,170.00 0.00 317,944.83
317,944.83 1,059.82 1,100.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Market, Shopping Center, Restaurant Type I-A Ground Area of Bldg. - 400 square meters
Item 1. MASONRY a) sand b) gravel c) cement d) reinforced bars
Size
Unit
Quantity
Unit Cost
Total Cost 0.00 0.00 55,770.00 151,840.00 384,800.00 33,800.00 170,170.00 87,100.00 0.00
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m bag pc pc pc
220 400 2,000 1000 1,100 1000
253.50 379.60 192.40 33.80 154.70 87.10
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft
350 300 200
35.10 35.10 35.10
0.00 12,285.00 10,530.00 7,020.00
3) FORMS
bd ft
3,000
11.37
34,125.00
4) SCAFFOLDINGS
bd ft
2,500
25.35
63,375.00
2) LUMBER a) Window Jamb b) Door Jamb
5) TIE WIRE
# 16
kilo
500
50.70
25,350.00
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
950 75 75
668.20 425.10 48.10
634,790.00 31,882.50 3,607.50
assorted sizes
kilo
500
48.10
24,050.00
7) GI NAILS 8) NAILS 9) LABOR
518,098.23
10) PLUMBING INSTALLATION
60,840.00
11) ELECTRICAL
81,120.00
12) ARCHITECTS FEE
86,349.70
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-224-
5,850.00 0.00 2,482,752.93
2,482,752.93 6,206.88 6,200.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Market, Shopping Center, Restaurant Type I-B Ground Area of Bldg. - 400 square meters
Item
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m pc bag pc pc pc
140 300 7,000 2,000 1,000 500 210
253.50 379.60 14.26 192.40 33.80 154.70 87.10
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft
350 350 200
35.10 35.10 35.10
Total Cost 0.00 0.00 35,490.00 113,880.00 99,827.00 384,800.00 33,800.00 77,350.00 18,291.00 0.00 0.00 12,285.00 12,285.00 7,020.00
3) FORMS
bd ft
5,000
11.37
56,875.00
4) SCAFFOLDINGS
bd ft
4,000
25.35
101,400.00
1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bars
2) LUMBER a) Window Jamb b) Door Jamb
Size
Unit
Quantity
Unit Cost
5) TIE WIRE
# 16
kilo
500
50.70
25,350.00
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
950 75 75
668.20 425.10 48.10
634,790.00 31,882.50 3,607.50
assorted sizes
kilo
800
48.10
38,480.00
7) GI NAILS 8) NAILS 9) LABOR
271,397.10
10) PLUMBING INSTALLATION
65,910.00
11) ELECTRICAL
57,037.50
12) ARCHITECTS FEE
129,736.23
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-225-
60,450.00 0.00 2,271,943.83
2,271,943.83 5,679.86 5,700.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Market, Shopping Center, Restaurant Type I-C Ground Area of Bldg. - 400 square meters
Item
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m pc bag pc pc pc
100 220 7,000 2,500 1,000 500 210
253.50 379.60 14.19 192.40 33.80 154.70 87.10
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft
350 350 200
35.10 35.10 35.10
Total Cost 0.00 0.00 25,350.00 83,512.00 99,372.00 481,000.00 33,800.00 77,350.00 18,291.00 0.00 0.00 12,285.00 12,285.00 7,020.00
3) FORMS
bd ft
5,000
11.37
56,875.00
4) SCAFFOLDINGS
bd ft
3,000
25.35
76,050.00
1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bars
2) LUMBER a) Window Jamb b) Door Jamb
Size
Unit
Quantity
Unit Cost
5) TIE WIRE
# 16
kilo
400
50.70
20,280.00
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
650 75 75
668.20 425.10 48.10
434,330.00 31,882.50 3,607.50
assorted sizes
kilo
600
48.10
28,860.00
7) GI NAILS 8) NAILS 9) LABOR
434,078.19
10) PLUMBING INSTALLATION
29,152.50
11) ELECTRICAL
45,630.00
12) ARCHITECTS FEE
72,346.36
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-226-
5,850.00 0.00 2,089,207.05
2,089,207.05 5,223.02 5,200.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Market, Shopping Center, Restaurant Type II-A Ground Area of Bldg. - 400 square meters
Item
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m pc bag pc pc pc
80 130 5,000 2,000 800 500 200
253.50 379.60 14.26 192.40 33.80 154.70 87.10
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft
350 350 200
35.10 35.10 35.10
Total Cost 0.00 0.00 20,280.00 49,348.00 70,980.00 384,800.00 27,040.00 77,350.00 17,420.00 0.00 0.00 12,285.00 12,285.00 7,020.00
3) FORMS
bd ft
4,000
11.37
45,500.00
4) SCAFFOLDINGS
bd ft
3,000
25.35
76,050.00
1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bars
2) LUMBER a) Window Jamb b) Door Jamb
Size
Unit
Quantity
Unit Cost
5) TIE WIRE
# 16
kilo
400
50.70
20,280.00
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
500 75 75
668.20 425.10 48.10
334,100.00 31,882.50 3,607.50
assorted sizes
kilo
600
48.10
28,860.00
7) GI NAILS 8) NAILS 9) LABOR
359,016.84
10) PLUMBING INSTALLATION
46,897.50
11) ELECTRICAL
57,037.50
12) ARCHITECTS FEE
59,836.14
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-227-
3,900.00 0.00 1,745,775.98
1,745,775.98 4,364.44 4,400.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Market, Shopping Center, Restaurant Type II-B Ground Area of Bldg. - 400 square meters
Item
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m pc bag pc pc pc
90 150 450 1,500 900 600 200
253.50 379.60 14.19 192.40 33.80 154.70 87.10
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft
350 350 200
35.10 35.10 35.10
Total Cost 0.00 0.00 22,815.00 56,940.00 6,388.20 288,600.00 30,420.00 92,820.00 17,420.00 0.00 0.00 12,285.00 12,285.00 7,020.00
3) FORMS
bd ft
3,000
11.37
34,125.00
4) SCAFFOLDINGS
bd ft
3,500
25.35
88,725.00
1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bars
2) LUMBER a) Window Jamb b) Door Jamb
Size
Unit
Quantity
Unit Cost
5) TIE WIRE
# 16
kilo
400
50.70
20,280.00
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
500 100 100
668.25 425.10 48.10
334,100.00 42,510.00 4,810.00
assorted sizes
kilo
500
48.10
24,050.00
7) GI NAILS 8) NAILS 9) LABOR
324,908.41
10) PLUMBING INSTALLATION
29,152.50
11) ELECTRICAL
45,630.00
12) ARCHITECTS FEE
54,150.13
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-228-
3,900.00 0.00 1,553,334.24
1,553,334.24 3,883.33 3,900.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Market, Shopping Center, Restaurant Type II-C Ground Area of Bldg. - 400 square meters
Item
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m pc bag pc pc pc
40 80 400 1,500 800 500 200
253.50 379.60 14.19 192.40 33.80 154.70 87.10
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft
350 350 200
35.10 35.10 35.10
Total Cost 0.00 0.00 10,140.00 30,368.00 5,678.40 288,600.00 27,040.00 77,350.00 17,420.00 0.00 0.00 12,285.00 12,285.00 7,020.00
3) FORMS
bd ft
2,500
11.37
28,437.50
4) SCAFFOLDINGS
bd ft
2,500
25.35
63,375.00
1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bars
2) LUMBER a) Window Jamb b) Door Jamb
Size
Unit
Quantity
Unit Cost
5) TIE WIRE
# 16
kilo
400
50.70
20,280.00
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
400 75 75
668.20 425.10 48.10
267,280.00 31,882.50 3,607.50
assorted sizes
kilo
500
48.10
24,050.00
7) GI NAILS 8) NAILS 9) LABOR
277,947.54
10) PLUMBING INSTALLATION
29,152.50
11) ELECTRICAL
45,630.00
12) ARCHITECTS FEE
46,324.59
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-229-
3,900.00 0.00 1,330,053.53
1,330,053.53 3,325.13 3,300.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Market, Shopping Center, Restaurant Type III-A Ground Area of Bldg. - 400 square meters
Item
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m pc bag pc pc pc
40 80 400 1,000 800 500 200
253.50 379.60 14.19 192.40 33.80 154.70 87.10
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft
350 350 200
35.10 35.10 35.10
Total Cost 0.00 0.00 10,140.00 30,368.00 5,678.40 192,400.00 27,040.00 77,350.00 17,420.00 0.00 0.00 12,285.00 12,285.00 7,020.00
3) FORMS
bd ft
2,500
11.37
28,437.50
4) SCAFFOLDINGS
bd ft
2,300
25.35
58,305.00
1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bars
2) LUMBER a) Window Jamb b) Door Jamb
Size
Unit
Quantity
Unit Cost
5) TIE WIRE
# 16
kilo
400
50.70
20,280.00
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
400 50 50
668.20 425.10 48.10
267,280.00 21,255.00 2,405.00
assorted sizes
kilo
400
48.10
19,240.00
7) GI NAILS 8) NAILS 9) LABOR
222,088.81
10) PLUMBING INSTALLATION
29,152.50
11) ELECTRICAL
45,630.00
12) ARCHITECTS FEE
37,013.53
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-230-
3,900.00 0.00 1,146,973.74
1,146,973.74 2,867.43 2,900.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Market, Shopping Center, Restaurant Type III-B Ground Area of Bldg. - 400 square meters
Item
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m pc bag pc pc pc
40 80 400 900 800 500 200
253.50 379.60 14.19 192.40 33.80 154.70 87.10
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft
350 350 200
35.10 35.10 35.10
Total Cost 0.00 0.00 10,140.00 30,368.00 5,678.40 173,160.00 27,040.00 77,350.00 17,420.00 0.00 0.00 12,285.00 12,285.00 7,020.00
3) FORMS
bd ft
2,000
11.37
22,750.00
4) SCAFFOLDINGS
bd ft
2,000
25.35
50,700.00
350
50.70
1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bars
2) LUMBER a) Window Jamb b) Door Jamb
5) TIE WIRE
Size
Unit
# 16
kilo
Quantity
Unit Cost
17,745.00 .
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
350 50 50
668.20 425.10 48.10
233,870.00 21,255.00 2,405.00
assorted sizes
kilo
300
48.10
14,430.00
7) GI NAILS 8) NAILS 9) LABOR
210,394.86
10) PLUMBING INSTALLATION
22,815.00
11) ELECTRICAL
22,815.00
12) ARCHITECTS FEE
35,064.12
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-231-
3,900.00 0.00 1,030,890.38
1,030,890.38 2,577.23 2,600.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Market, Shopping Center, Restaurant Type III-C Ground Area of Bldg. - 400 square meters
Item
1) LUMBER a) Window Jamb b) Door Jamb
Size
Unit
8,500.00 400 400 350
35.10 35.10 35.10 35.10
Total Cost 0.00 0.00 298,350.00 14,040.00 14,040.00 12,285.00
kilo
350
50.70
17,745.00
26 x 32 x 12 26 x32x8
sheet sheet kilo
400 50 50
668.20 425.10 48.10
267,280.00 21,255.00 2,405.00
assorted sizes
kilo
400
48.10
19,240.00
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft
2) TIE WIRE
# 16
3) GI ROOFING 4) GI NAILS 5) NAILS
Quantity
Unit Cost
6) LABOR
178,245.99
7) PLUMBING INSTALLATION
35,490.00
8) ELECTRICAL
45,630.00
9) ARCHITECTS FEE
35,064.12
10) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-232-
3,900.00 0.00 964,970.11
964,970.11 2,412.43 2,400.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Market, Shopping Center, Restaurant Type III-D Ground Area of Bldg. - 400 square meters
Item
1) LUMBER a) Window Jamb b) Door Jamb
Size
Unit
7,500.00 400 400 400
35.10 35.10 35.10 35.10
Total Cost 0.00 0.00 263,250.00 14,040.00 14,040.00 14,040.00
kilo
400
50.70
20,280.00
26 x 32 x 12 26 x32x8
sheet sheet kilo
400 70 70
668.20 425.10 48.10
267,280.00 29,757.00 3,367.00
assorted sizes
kilo
400
48.10
19,240.00
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft
2) TIE WIRE
# 16
3) GI ROOFING 4) GI NAILS 5) NAILS
Quantity
Unit Cost
6) LABOR
162,275.49
7) PLUMBING INSTALLATION
22,815.00
8) ELECTRICAL
29,152.50
9) ARCHITECTS FEE
27,045.91
10) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-233-
3,120.00 0.00 889,702.90
889,702.90 2,224.25 2,200.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Market, Shopping Center, Restaurant Type III-E Ground Area of Bldg. - 400 square meters
Item
1) LUMBER a) Window Jamb b) Door Jamb
Size
Unit
7,000.00 350 350 350
35.10 35.10 35.10 35.10
Total Cost 0.00 0.00 245,700.00 12,285.00 12,285.00 12,285.00
kilo
350
50.70
17,745.00
26 x 32 x 12 26 x32x8
sheet sheet kilo
350 50 50
668.20 425.10 48.10
233,870.00 21,255.00 2,405.00
assorted sizes
kilo
300
48.10
14,430.00
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft
2) TIE WIRE
# 16
3) GI ROOFING 4) GI NAILS 5) NAILS
Quantity
Unit Cost
6) LABOR
147,445.74
7) PLUMBING INSTALLATION
11,407.50
8) ELECTRICAL
17,745.00
9) ARCHITECTS FEE
24,564.15
10) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-234-
3,120.00 0.00 776,542.39
776,542.39 1,941.36 1,900.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Gymnasium, Coliseum Type I-A Ground Area of Bldg. - 600 square meters
Item 1. MASONRY a) sand b) gravel c) cement d) reinforced bars
Size
Unit
cu m cu m bag pc pc pc
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
2) LUMBER
Quantity
Unit Cost
220 290 5,000 3000 1,000 500
253.50 379.60 192.40 33.80 154.70 87.10
2,000
11.37
Total Cost 0.00 0.00 55,770.00 110,084.00 962,000.00 101,400.00 154,700.00 43,550.00 0.00 22,750.00
3) FORMS
bd ft
6,000
11.37
68,250.00
4) SCAFFOLDINGS
bd ft
6,000
25.35
152,100.00
800
50.70
40,560.00
5) TIE WIRE
# 16
kilo
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
1,000 200 200
668.20 425.10 48.10
668,200.00 85,020.00 9,620.00
assorted sizes
kilo
1,000
48.10
48,100.00
7) GI NAILS 8) NAILS 9) LABOR
750,331.27
10) PLUMBING INSTALLATION
58,305.00
11) ELECTRICAL
45,630.00
12) ARCHITECTS FEE
125,054.08
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-235-
5,850.00 0.00 3,507,274.35
3,507,270.00 5,845.45 5,900.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Gymnasium, Coliseum Type I-B Ground Area of Bldg. - 586 square meters
Item
3) FORMS
bd ft
5,500
11.37
Total Cost 0.00 0.00 45,630.00 85,410.00 769,600.00 118,300.00 154,700.00 43,550.00 0.00 22,740.00 0.00 62,562.50
4) SCAFFOLDINGS
bd ft
5,500
25.35
139,425.00
800
50.70
40,560.00
1. MASONRY a) sand b) gravel c) cement d) reinforced bars
Size
Unit
cu m cu m bag pc pc pc
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
2) LUMBER
Quantity
Unit Cost
180 225 4,000 3,500 1,000 500
253.50 379.60 192.40 33.80 154.70 87.10
2,000
11.37
5) TIE WIRE
# 16
kilo
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
1,000 200 200
668.20 425.10 48.10
668,200.00 85,020.00 9,620.00
assorted sizes
kilo
1,000
48.10
48,100.00
7) GI NAILS 8) NAILS 9) LABOR
668,920.59
10) PLUMBING INSTALLATION
58,305.00
11) ELECTRICAL
45,630.00
12) ARCHITECTS FEE
111,486.76
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-236-
5,850.00 0.00 3,183,609.85
3,183,610.00 5,432.78 5,400.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Gymnasium, Coliseum Type I-C Ground Area of Bldg. - 600 square meters
Item
3) FORMS
bd ft
4,000
11.37
Total Cost 0.00 0.00 25,350.00 75,920.00 750,360.00 50,700.00 154,700.00 43,550.00 0.00 22,750.00 0.00 45,500.00
4) SCAFFOLDINGS
bd ft
4,000
25.35
101,400.00
800
50.70
40,560.00
1. MASONRY a) sand b) gravel c) cement d) reinforced bars
Size
Unit
cu m cu m bag pc pc pc
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
2) LUMBER
Quantity
Unit Cost
100 200 3,900 1,500 1,000 500
253.50 379.60 192.40 33.80 154.70 87.10
2,000
11.37
5) TIE WIRE
# 16
kilo
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
1,000 200 200
668.20 425.10 48.10
668,200.00 85,020.00 9,620.00
assorted sizes
kilo
1,000
48.10
48,100.00
7) GI NAILS 8) NAILS 9) LABOR
565,188.39
10) PLUMBING INSTALLATION
58,305.00
11) ELECTRICAL
45,630.00
12) ARCHITECTS FEE
94,198.06
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-237-
5,850.00 0.00 2,890,901.45
2,890,900.00 4,818.17 4,800.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Gymnasium, Coliseum Type II-A Ground Area of Bldg. - 600 square meters
Item
3) FORMS
bd ft
3,000
11.37
Total Cost 0.00 0.00 38,025.00 47,450.00 538,720.00 27,040.00 123,760.00 43,550.00 0.00 22,750.00 0.00 34,125.00
4) SCAFFOLDINGS
bd ft
3,000
25.35
76,050.00
800
50.70
40,560.00
1,000 225 250
668.20 425.10 48.10
668,200.00 95,647.50 12,025.00
850
48.10
40,885.00
1. MASONRY a) sand b) gravel c) cement d) reinforced bars
Size
Unit
cu m cu m bag pc pc pc
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
2) LUMBER
5) TIE WIRE
# 16
kilo
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
assorted sizes
kilo
7) GI NAILS 8) NAILS
Quantity
Unit Cost
150 125 2,800 800 800 500
253.50 379.60 192.40 33.80 154.70 87.10
2,000
11.37
9) LABOR
518,113.44
10) PLUMBING INSTALLATION
46,897.50
11) ELECTRICAL
40,560.00
12) ARCHITECTS FEE
86,352.24
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-238-
5,850.00 0.00 2,506,560.68
2,506,560.68 4,177.60 4,200.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Gymnasium, Coliseum Type II-B Ground Area of Bldg. - 600 square meters
Item 1. MASONRY a) sand b) gravel c) cement d) reinforced bars
Size
Unit
cu m cu m bag pc pc pc
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
2) LUMBER
Quantity
Unit Cost
70 130 2,000 700 800 500
253.50 379.60 192.40 33.80 154.70 87.10
2,000
11.37
Total Cost 0.00 0.00 17,745.00 49,348.00 384,800.00 23,660.00 123,760.00 43,550.00 0.00 22,750.00
3) FORMS
bd ft
2,000
11.37
22,750.00
4) SCAFFOLDINGS
bd ft
2,000
25.35
50,700.00
800
50.70
40,560.00
1,000 200 200
668.20 425.10 48.10
668,200.00 85,020.00 9,620.00
800
48.10
38,480.00
5) TIE WIRE
# 16
kilo
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
assorted sizes
kilo
7) GI NAILS 8) NAILS 9) LABOR
454,535.64
10) PLUMBING INSTALLATION
46,897.50
11) ELECTRICAL
40,560.00
12) ARCHITECTS FEE
75,755.94
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-239-
5,850.00 0.00 2,204,542.08
2,204,542.08 3,674.24 3,700.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Gymnasium, Coliseum Type II-C Ground Area of Bldg. - 584 square meters
Item
3) FORMS
bd ft
1,500
11.37
Total Cost 0.00 0.00 12,675.00 37,960.00 19,874.40 153,920.00 16,900.00 92,820.00 34,840.00 0.00 22,750.00 0.00 17,062.50
4) SCAFFOLDINGS
bd ft
2,000
25.35
50,700.00
800
50.70
40,560.00
1,000 200 200
668.20 425.10 48.10
668,200.00 85,020.00 9,620.00
800
48.10
38,480.00
1. MASONRY a) sand b) gravel c) cement d) CHB e) reinforced bars
Size
Unit
cu m cu m bag pc pc pc pc
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
2) LUMBER
5) TIE WIRE
# 16
kilo
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
assorted sizes
kilo
7) GI NAILS 8) NAILS
Quantity
Unit Cost
50 100 1,400 800 500 600 400
253.50 379.60 14.19 192.40 33.80 154.70 87.10
2,000
11.37
9) LABOR
375,922.75
10) PLUMBING INSTALLATION
46,897.50
11) ELECTRICAL
34,222.50
12) ARCHITECTS FEE
62,652.52
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-240-
3,900.00 0.00 1,824,977.17
1,824,977.17 3,124.96 3,100.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Gymnasium, Coliseum Type III-A Ground Area of Bldg. - 560 square meters
Item
3) FORMS
bd ft
1,200
11.37
Total Cost 0.00 0.00 7,605.00 28,470.00 19,874.40 153,920.00 15,210.00 61,880.00 26,130.00 0.00 17,062.50 0.00 13,650.00
4) SCAFFOLDINGS
bd ft
1,500
25.35
38,025.00
1. MASONRY a) sand b) gravel c) cement d) CHB e) reinforced bars
Size
Unit
cu m cu m bag pc pc pc pc
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
2) LUMBER
Quantity
Unit Cost
30 75 1,400 800 450 400 300
253.50 379.60 14.19 192.40 33.80 154.70 87.10
1,500
11.37
5) TIE WIRE
# 16
kilo
600
50.70
30,420.00
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
800 200 200
668.20 425.10 48.10
534,560.00 85,020.00 9,620.00
assorted sizes
kilo
500
48.10
24,050.00
7) GI NAILS 8) NAILS 9) LABOR
333,306.87
10) PLUMBING INSTALLATION
35,490.00
11) ELECTRICAL
29,152.50
12) ARCHITECTS FEE
55,549.45
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-241-
3,900.00 0.00 1,522,895.72
1,522,895.72 2,719.46 2,700.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Gymnasium, Coliseum Type III-B Ground Area of Bldg. - 590 square meters
Item 1. MASONRY a) sand b) gravel c) cement d) CHB e) reinforced bars
Size
Unit
cu m cu m bag pc pc pc pc
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
2) LUMBER
Quantity
Unit Cost
30 75 1,400 800 450 400 300
253.50 379.60 14.19 192.40 33.80 154.70 87.10
1,500
11.37
Total Cost 0.00 0.00 7,605.00 28,470.00 19,874.40 153,920.00 15,210.00 61,880.00 26,130.00 0.00 17,062.50
3) FORMS
bd ft
1,200
11.37
13,650.00
4) SCAFFOLDINGS
bd ft
1,500
25.35
38,025.00
5) TIE WIRE
# 16
kilo
600
50.70
30,420.00
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
800 200 200
668.20 425.10 48.10
534,560.00 85,020.00 9,620.00
assorted sizes
kilo
500
48.10
24,050.00
7) GI NAILS 8) NAILS 9) LABOR
317,337.63
10) PLUMBING INSTALLATION
35,490.00
11) ELECTRICAL
29,152.50
12) ARCHITECTS FEE
52,887.70
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-242-
3,900.00 0.00 1,504,264.73
1,504,264.73 2,549.60 2,500.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Gymnasium, Coliseum Type III-C Ground Area of Bldg. - 484 square meters
Item
Size
Unit
26 x 32 x 12 26 x32x8
sheet sheet kilo
800 250 250
668.20 425.10 48.10
Total Cost 0.00 0.00 153,562.50 0.00 0.00 534,560.00 106,275.00 12,025.00
assorted sizes
kilo
500
48.10
24,050.00
1) LUMBER
2) GI ROOFING
bd ft
3) GI NAILS 4) NAILS
Quantity
Unit Cost
13,500
11.37
5) LABOR
232,839.75
6) PLUMBING INSTALLATION
29,152.50
7) ELECTRICAL
22,750.00
8) ARCHITECTS FEE
38,823.52
9) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-243-
3,900.00 0.00 1,157,938.27
1,157,938.27 2,392.43 2,400.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Gymnasium, Coliseum Type III-D Ground Area of Bldg. - 515 square meters
Item
Size
Unit
1) LUMBER
2) GI ROOFING
bd ft
10,500
Unit Cost
26 x 32 x 12 26 x32x8
sheet sheet kilo
850 250 250
11.37 379.60 192.40 668.20 33.80 154.70
assorted sizes
kilo
500
87.10
3) GI NAILS 4) NAILS
Quantity
5) LABOR
Total Cost 0.00 0.00 119,385.00 0.00 0.00 567,970.00 8,450.00 38,675.00 43,550.00 204,422.40
6) PLUMBING INSTALLATION
29,152.50
7) ELECTRICAL
22,750.00
8) ARCHITECTS FEE
33,969.00
9) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-244-
3,900.00 0.00 1,072,223.90
1,072,223.90 2,081.99 2,100.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Gymnasium, Coliseum Type III-E Ground Area of Bldg. - 450 square meters
Item
Size
Unit
26 x 32 x 12 26 x32x8
sheet sheet kilo
500 300 300
668.20 425.10 48.10
Total Cost 0.00 0.00 136,500.00 0.00 0.00 334,100.00 127,530.00 14,430.00
assorted sizes
kilo
500
48.10
24,050.00
1) LUMBER
2) GI ROOFING
bd ft
3) GI NAILS 4) NAILS
Quantity
Unit Cost
12,000
8.75
5) LABOR
162,594.90
6) PLUMBING INSTALLATION
35,490.00
7) ELECTRICAL
15,210.00
8) ARCHITECTS FEE
27,099.15
9) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-245-
3,900.00 0.00 880,904.05
880,900.00 1,957.56 2,000.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Recreation, Bowling Lane, Club House Pelota etc Type I-A Ground Area of Bldg. - 200 square meters
Item 1. MASONRY a) sand b) gravel c) cement d) CHB e) reinforced bars
Size
Unit
Quantity
Unit Cost
Total Cost 0.00 0.00 20,280.00 49,348.00 346,320.00 21,294.00 13,520.00 30,940.00 8,710.00 0.00
cu m cu m bag pc pc pc pc
80 130 1,800 1,500 400 200 100
253.50 379.60 192.40 14.19 33.80 154.70 87.10
2) FORMS
bd ft
5,000
11.37
56,875.00
3) SCAFFOLDINGS
bd ft
5,000
25.35
126,750.00
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
4) TIE WIRE
# 16
kilo
800
50.70
40,560.00
5) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
40 225 250
668.20 425.10 48.10
26,728.00 95,647.50 12,025.00
assorted sizes
kilo
1500
48.10
72,150.00
6) GI NAILS 7) NAILS 8) LABOR
285,461.28
9) PLUMBING INSTALLATION
58,305.00
10) ELECTRICAL
45,630.00
11) ARCHITECTS FEE
47,576.88
12) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-246-
3,900.00 0.00 1,362,020.66
1,362,020.66 6,810.10 6,800.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Recreation, Bowling Lane, Club House Pelota etc Type I-B Ground Area of Bldg. - 200 square meters
Item 1. MASONRY a) sand b) gravel c) cement d) CHB e) reinforced bars
Size
Unit
Quantity
Unit Cost
Total Cost 0.00 0.00 15,970.50 37,960.00 250,120.00 21,294.00 13,520.00 30,940.00 8,710.00 0.00
cu m cu m bag pc pc pc pc
63 100 1,300 1,500 400 200 100
253.50 379.60 192.40 14.19 33.80 154.70 87.10
2) FORMS
bd ft
5,000
11.37
56,875.00
3) SCAFFOLDINGS
bd ft
5,000
25.35
126,750.00
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
4) TIE WIRE
# 16
kilo
800
50.70
40,560.00
5) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
40 200 200
668.20 425.10 48.10
26,728.00 85,020.00 9,620.00
assorted sizes
kilo
800
48.10
38,480.00
6) GI NAILS 7) NAILS 8) LABOR
252,052.51
9) PLUMBING INSTALLATION
53,235.00
10) ELECTRICAL
45,630.00
11) ARCHITECTS FEE
42,007.48
12) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-247-
3,900.00 0.00 1,159,372.49
1,159,372.49 5,796.86 5,800.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Recreation, Bowling Lane, Club House Pelota etc Type I-C Ground Area of Bldg. - 200 square meters
Item 1. MASONRY a) sand b) gravel c) cement d) CHB e) reinforced bars
Size
Unit
Quantity
Unit Cost
Total Cost 0.00 0.00 10,140.00 26,572.00 211,640.00 17,035.20 13,520.00 30,940.00 8,710.00 0.00
cu m cu m bag pc pc pc pc
40 70 1,100 1,200 400 200 100
253.50 379.60 192.40 14.19 33.80 154.70 87.10
2) FORMS
bd ft
4,500
11.37
51,187.50
3) SCAFFOLDINGS
bd ft
4,500
25.35
114,075.00
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
4) TIE WIRE
# 16
kilo
800
50.70
40,560.00
5) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
40 200 200
668.20 425.10 48.10
26,728.00 85,020.00 9,620.00
assorted sizes
kilo
800
48.10
38,480.00
6) GI NAILS 7) NAILS 8) LABOR
234,391.17
9) PLUMBING INSTALLATION
53,235.00
10) ELECTRICAL
45,630.00
11) ARCHITECTS FEE
39,064.35
12) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-248-
3,120.00 0.00 1,059,668.22
1,059,668.22 5,298.34 5,300.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Recreation, Bowling Lane, Club House Pelota etc Type II-A Ground Area of Bldg. - 190 square meters
Item 1. MASONRY a) sand b) gravel c) cement d) CHB e) reinforced bars
Size
Unit
Quantity
Unit Cost
Total Cost 0.00 0.00 5,070.00 11,388.00 153,920.00 9,937.20 6,760.00 30,940.00 8,710.00 0.00
cu m cu m bag pc pc pc pc
20 30 800 700 200 200 100
253.50 379.60 192.40 14.19 33.80 154.70 87.10
2) FORMS
bd ft
4,500
11.37
51,187.50
3) SCAFFOLDINGS
bd ft
4,000
25.35
101,400.00
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
4) TIE WIRE
# 16
kilo
200
50.70
10,140.00
5) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
40 250 250
668.20 425.10 48.10
26,728.00 106,275.00 12,025.00
assorted sizes
kilo
850
48.10
40,885.00
6) GI NAILS 7) NAILS 8) LABOR
178,349.92
9) PLUMBING INSTALLATION
35,490.00
10) ELECTRICAL
17,745.00
11) ARCHITECTS FEE
29,715.27
12) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
249-
3,120.00 0.00 839,785.89
839,785.89 4,419.93 4,400.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Recreation, Bowling Lane, Club House Pelota etc Type II-B Ground Area of Bldg. - 190 square meters
Item 1. MASONRY a) sand b) gravel c) cement d) CHB e) reinforced bars
Size
Unit
Quantity
Unit Cost
Total Cost 0.00 0.00 5,070.00 11,388.00 134,680.00 9,937.00 6,760.00 30,940.00 8,710.00 0.00
cu m cu m bag pc pc pc pc
20 30 700 700 200 200 100
253.50 379.60 192.40 14.19 33.80 154.70 87.10
2) FORMS
bd ft
3,000
11.37
34,125.00
3) SCAFFOLDINGS
bd ft
2,800
25.35
70,980.00
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
4) TIE WIRE
# 16
kilo
200
50.70
10,140.00
5) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
40 200 200
668.20 425.10 48.10
26,728.00 85,020.00 9,620.00
assorted sizes
kilo
750
48.10
36,075.00
6) GI NAILS 7) NAILS 8) LABOR
156,579.34
9) PLUMBING INSTALLATION
35,490.00
10) ELECTRICAL
17,745.00
11) ARCHITECTS FEE
26,095.29
12) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-250-
3,120.00 0.00 719,202.63
719,202.63 3,785.28 3,800.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Recreation, Bowling Lane, Club House Pelota etc Type II-C Ground Area of Bldg. - 200 square meters
Item 1. MASONRY a) sand b) gravel c) cement d) CHB e) reinforced bars
Size
Unit
Quantity
Unit Cost
Total Cost 0.00 0.00 7,605.00 11,388.00 134,680.00 9,937.20 6,760.00 30,940.00 8,710.00 0.00
cu m cu m bag pc pc pc pc
30 30 700 700 200 200 100
253.50 379.60 192.40 14.19 33.80 154.70 87.10
2) FORMS
bd ft
2,000
11.37
22,750.00
3) SCAFFOLDINGS
bd ft
2,000
25.35
50,700.00
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
4) TIE WIRE
# 16
kilo
250
50.70
12,675.00
5) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
100 65 150
668.20 425.10 48.10
66,820.00 27,631.50 7,215.00
assorted sizes
kilo
700
48.10
33,670.00
6) GI NAILS 7) NAILS 8) LABOR
145,797.99
9) PLUMBING INSTALLATION
35,490.00
10) ELECTRICAL
17,745.00
11) ARCHITECTS FEE
24,297.97
12) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-251-
3,120.00 0.00 657,932.66
657,932.66 3,289.66 3,300.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Recreation, Bowling Lane, Club House Pelota etc Type III-A Ground Area of Bldg. - 212 square meters
Item 1. MASONRY a) sand b) gravel c) cement d) CHB e) reinforced bars
Size
Unit
Quantity
Unit Cost
Total Cost 0.00 0.00 5,070.00 7,592.00 57,720.00 4,258.80 5,070.00 23,205.00 8,710.00 0.00
cu m cu m bag pc pc pc pc
20 20 300 300 150 150 100
253.50 379.60 192.40 14.19 33.80 154.70 87.10
2) FORMS
bd ft
5,500
11.37
62,562.50
3) SCAFFOLDINGS
bd ft
5,500
25.35
139,425.00
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
4) TIE WIRE
# 16
kilo
200
50.70
10,140.00
5) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
100 50 100
668.20 425.10 48.10
66,820.00 21,255.00 4,810.00
assorted sizes
kilo
500
48.10
24,050.00
6) GI NAILS 7) NAILS 8) LABOR
128,973.19
9) PLUMBING INSTALLATION
17,745.00
10) ELECTRICAL
11,407.50
11) ARCHITECTS FEE
24,297.97
12) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-252-
3,120.00 0.00 626,231.96
626,231.96 2,953.92 3,000.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Recreation, Bowling Lane, Club House Pelota etc Type III-B Ground Area of Bldg. - 224 square meters
Item
cu m cu m bag pc pc pc pc
10 15 300 300 150 150 100
253.50 379.60 192.40 14.19 33.80 154.70 87.10
Total Cost 0.00 0.00 2,535.00 5,694.00 57,720.00 4,258.80 5,070.00 23,205.00 8,710.00
2) FORMS
bd ft
5,000
11.37
56,875.00
3) SCAFFOLDINGS
bd ft
4,500
25.35
114,075.00
1. MASONRY a) sand b) gravel c) cement d) CHB e) reinforced bars
Size
Unit
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
Quantity
Unit Cost
4) TIE WIRE
# 16
kilo
200
50.70
10,140.00
5) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
100 50 100
668.20 425.70 48.10
66,820.00 21,255.00 4,810.00
assorted sizes
kilo
500
48.10
24,050.00
6) GI NAILS 7) NAILS 8) LABOR
123,231.42
9) PLUMBING INSTALLATION
17,745.00
10) ELECTRICAL
11,407.50
11) ARCHITECTS FEE
20,538.57
12) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-253-
1,950.00 0.00 580,090.29
580,090.29 2,589.69 2,600.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Recreation, Bowling Lane, Club House Pelota etc Type III-C Ground Area of Bldg. - 240 square meters
Item
Size
Unit
1) LUMBER
bd ft
Quantity
Unit Cost
11,000
25.35
Total Cost 0.00 0.00 278,850.00
2) TIE WIRE
# 16
kilo
250
50.70
12,675.00
3) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
100 75 100
668.20 425.10 48.10
66,820.00 31,882.50 4,810.00
assorted sizes
kilo
500
48.10
24,050.00
4) GI NAILS 5) NAILS 6) LABOR
118,820.52
7) PLUMBING INSTALLATION
17,745.00
8) ELECTRICAL
11,407.50
9) ARCHITECTS FEE
19,790.42
10) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-254-
1,950.00 0.00 588,800.94
588,800.94 2,453.34 2,500.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Recreation, Bowling Lane, Club House Pelota etc Type III-D Ground Area of Bldg. - 216 square meters
Item
Size
Unit
1) LUMBER
bd ft
Quantity
Unit Cost
7,500
25.35
Total Cost 0.00 0.00 190,125.00
2) TIE WIRE
# 16
kilo
200
50.70
10,140.00
3) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
100 70 150
668.20 425.10 425.10
66,820.00 21,255.00 42,510.00
assorted sizes
kilo
500
48.10
24,050.00
4) GI NAILS 5) NAILS 6) LABOR
94,256.37
7) PLUMBING INSTALLATION
12,675.00
8) ELECTRICAL
11,407.50
9) ARCHITECTS FEE
16,596.64
10) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-255-
1,950.00 0.00 491,785.51
491,785.51 2,276.78 2,300.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Recreation, Bowling Lane, Club House Pelota etc Type III-E Ground Area of Bldg. - 216 square meters
Item
Size
Unit
1) LUMBER
bd ft
Quantity
Unit Cost
8,000
19.50
Total Cost 0.00 0.00 202,800.00
2) TIE WIRE
# 16
kilo
200
50.70
10,140.00
3) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
100 70 150
668.20 425.10 48.10
66,820.00 29,757.00 7,215.00
assorted sizes
kilo
500
48.10
24,050.00
4) GI NAILS 5) NAILS 6) LABOR
90,453.87
7) PLUMBING INSTALLATION
12,675.00
8) ELECTRICAL
11,407.50
9) ARCHITECTS FEE
15,075.64
10) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-256-
1,950.00 0.00 472,344.01
472,344.01 2,186.78 2,200.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Saw Mills & Lumber Shed Type I-A Ground Area of Bldg. - 84 square meters
Item 1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bars
Size
Unit
Quantity
Unit Cost
Total Cost 0.00 0.00 7,605.00 15,184.00 5,678.40 96,200.00 3,380.00 15,470.00 4,355.00 0.00
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m pc bag pc pc pc
30 40 400 500 100 100 50
253.50 379.60 14.19 192.40 33.80 154.70 87.10
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft
300 250 100
35.10 35.10 35.10
0.00 10,530.00 8,775.00 3,510.00
3) FORMS
bd ft
1,500
11.37
17,062.50
4) SCAFFOLDINGS
bd ft
900
25.35
22,815.00
100
50.70
5,070.00
90 65 75
668.20 425.10 48.10
60,138.00 27,631.50 3,607.50
100
48.10
4,810.00
2) LUMBER a) Window Jamb b) Door Jamb
6"x8"x16
5) TIE WIRE
# 16
kilo
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
assorted sizes
kilo
7) GI NAILS 8) NAILS 9) LABOR
96,190.57
10) PLUMBING INSTALLATION
11,407.50
11) ELECTRICAL
11,407.50
12) ARCHITECTS FEE
16,031.34
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-257-
1,950.00 0.00 448,808.81
448,808.81 5,342.96 5,300.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Saw Mills & Lumber Shed Type I-B Ground Area of Bldg. - 82 square meters
Item 1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bars
Size
Unit
Quantity
Unit Cost
Total Cost 0.00 0.00 3,802.50 11,388.00 3,549.00 57,720.00 6,760.00 30,940.00 4,355.00 0.00
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m pc bag pc pc pc
15 30 250 300 200 200 50
253.50 379.60 14.19 192.40 33.80 154.70 87.10
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft
250 250 50
35.10 35.10 35.10
0.00 8,775.00 8,775.00 1,755.00
3) FORMS
bd ft
900
11.37
10,237.50
4) SCAFFOLDINGS
bd ft
900
25.35
22,815.00
100
50.70
5,070.00
85 60 50
668.20 425.10 48.10
56,797.00 25,506.00 2,405.00
100
48.10
4,810.00
2) LUMBER a) Window Jamb b) Door Jamb
6"x8"x16
5) TIE WIRE
# 16
kilo
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
assorted sizes
kilo
7) GI NAILS 8) NAILS 9) LABOR
81,203.65
10) PLUMBING INSTALLATION
10,140.00
11) ELECTRICAL
11,407.50
12) ARCHITECTS FEE
13,531.83
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-258-
1,300.00 0.00 383,042.98
383,042.98 4,671.26 4,700.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Saw Mills & Lumber Shed Type I-C Ground Area of Bldg. - 70 square meters
Item 1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bars
Size
Unit
Quantity
Unit Cost
Total Cost 0.00 0.00 2,535.00 7,592.00 2,830.00 48,100.00 6,084.00 27,846.00 4,355.00 0.00
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m pc bag pc pc pc
10 20 200 250 180 180 50
253.50 379.60 14.19 192.40 33.80 154.70 87.10
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft
200 200 50
35.10 35.10 35.10
0.00 7,020.00 7,020.00 1,755.00
3) FORMS
bd ft
600
11.37
6,822.00
4) SCAFFOLDINGS
bd ft
600
25.35
15,210.00
100
50.70
5,070.00
2) LUMBER a) Window Jamb b) Door Jamb
6"x8"x16
5) TIE WIRE
# 16
kilo
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
75 60 60
668.20 425.10 48.10
50,115.00 25,506.00 2,886.00
assorted sizes
kilo
85
48.10
4,088.50
7) GI NAILS 8) NAILS 9) LABOR
62,490.28
10) PLUMBING INSTALLATION
10,140.00
11) ELECTRICAL
11,407.50
12) ARCHITECTS FEE
10,413.78
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-259-
1,300.00 0.00 320,586.06
320,586.06 4,579.80 4,600.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Saw Mills & Lumber Shed Type II-A Ground Area of Bldg. - 78 square meters
Item 1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bars
Size
Unit
Quantity
Unit Cost
Total Cost 0.00 0.00 3,802.50 7,592.00 3,549.00 38,480.00 3,380.00 15,470.00 4,355.00 0.00
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m pc bag pc pc pc
15 20 250 200 100 100 50
253.50 379.60 14.19 192.40 33.80 154.70 87.10
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft
100 100 50
35.10 35.10 35.10
0.00 3,510.00 3,510.00 1,755.00
3) FORMS
bd ft
400
11.37
4,550.00
4) SCAFFOLDINGS
bd ft
400
25.35
10,140.00
2) LUMBER a) Window Jamb b) Door Jamb
6"x8"x16
5) TIE WIRE
# 16
kilo
80
50.70
4,056.00
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
70 30 50
668.20 425.10 48.10
46,774.00 12,753.00 2,405.00
assorted sizes
kilo
100
48.10
4,810.00
7) GI NAILS 8) NAILS 9) LABOR
46,390.50
10) PLUMBING INSTALLATION
6,337.50
11) ELECTRICAL
8,872.50
12) ARCHITECTS FEE
7,731.75
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-260-
1,300.00 0.00 241,523.75
241,523.75 3,096.46 3,100.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Saw Mills & Lumber Shed Type II-B Ground Area of Bldg. - 81 square meters
Item 1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bars
Size
Unit
Quantity
Unit Cost
Total Cost 0.00 0.00 3,802.50 7,592.00 3,549.00 36,556.00 3,380.00 15,470.00 4,355.00 0.00
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m pc bag pc pc pc
15 20 250 190 100 100 50
253.50 379.60 14.19 192.40 33.80 154.70 87.10
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft
95 95 50
35.10 35.10 35.10
0.00 3,334.50 3,334.50 1,755.00
3) FORMS
bd ft
200
11.37
2,275.00
4) SCAFFOLDINGS
bd ft
200
25.35
5,070.00
2) LUMBER a) Window Jamb b) Door Jamb
6"x8"x16
5) TIE WIRE
# 16
kilo
70
50.70
3,549.00
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
65 20 30
668.20 425.10 48.10
43,433.00 8,502.00 1,443.00
assorted sizes
kilo
80
48.10
3,848.00
7) GI NAILS 8) NAILS 9) LABOR
44,230.68
10) PLUMBING INSTALLATION
5,070.00
11) ELECTRICAL
5,070.00
12) ARCHITECTS FEE
7,371.78
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-261-
1,300.00 0.00 214,290.96
214,290.96 2,645.57 2,600.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Saw Mills & Lumber Shed Type II-C Ground Area of Bldg. - 74 square meters
Item 1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bars
Size
Unit
Quantity
Unit Cost
Total Cost 0.00 0.00 3,802.50 7,592.00 3,194.10 25,012.00 3,042.00 13,923.00 4,355.00 0.00
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m pc bag pc pc pc
15 20 225 130 90 90 50
253.50 379.60 14.19 192.40 33.80 154.70 87.10
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft
150 150 50
35.10 35.10 35.10
0.00 5,265.00 5,265.00 1,755.00
3) FORMS
bd ft
250
11.37
2,843.75
4) SCAFFOLDINGS
bd ft
250
25.35
6,337.50
2) LUMBER a) Window Jamb b) Door Jamb
6"x8"x16
5) TIE WIRE
# 16
kilo
70
50.70
3,549.00
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
70 20 30
668.20 425.10 48.10
46,774.00 8,502.00 1,443.00
assorted sizes
kilo
80
48.10
3,848.00
7) GI NAILS 8) NAILS 9) LABOR
36,283.45
10) PLUMBING INSTALLATION
5,070.00
11) ELECTRICAL
5,070.00
12) ARCHITECTS FEE
6,045.97
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-262-
1,300.00 0.00 200,272.27
200,272.27 2,706.38 2,700.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Saw Mills & Lumber Shed Type III-A Ground Area of Bldg. - 64 square meters
Item 1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bars
Size
Unit
Quantity
Unit Cost
Total Cost 0.00 0.00 2,028.00 3,796.00 3,194.10 13,468.00 2,197.00 10,055.50 3,048.50 0.00
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m pc bag pc pc pc
8 10 225 70 65 65 35
253.50 379.60 14.19 192.40 33.80 154.70 87.10
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft
80 85 50
35.10 35.10 35.10
0.00 2,808.00 2,983.50 1,755.00
3) FORMS
bd ft
150
11.37
1,706.25
4) SCAFFOLDINGS
bd ft
150
25.35
3,802.50
2) LUMBER a) Window Jamb b) Door Jamb
6"x8"x16
5) TIE WIRE
# 16
kilo
40
50.70
2,028.00
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
50 10 20
668.20 425.10 48.10
33,410.00 4,251.00 962.00
assorted sizes
kilo
40
48.10
1,924.00
7) GI NAILS 8) NAILS 9) LABOR
27,727.83
10) PLUMBING INSTALLATION
3,802.50
11) ELECTRICAL
3,802.50
12) ARCHITECTS FEE
4,621.30
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-263-
780.00 0.00 134,151.48
134,151.48 2,096.12 2,100.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Saw Mills & Lumber Shed Type III-B Ground Area of Bldg. - 84 square meters
Item 1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bars
Size
Unit
Quantity
Unit Cost
Total Cost 0.00 0.00 2,028.00 3,796.00 2,484.30 14,430.00 1,690.00 7,735.00 2,613.00 0.00
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m pc bag pc pc pc
8 10 175 75 50 50 30
253.50 379.60 14.19 192.40 33.80 154.70 87.10
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft
80 80 50
35.10 35.10 35.10
0.00 2,808.00 2,808.00 1,755.00
3) FORMS
bd ft
180
11.37
2,047.50
4) SCAFFOLDINGS
bd ft
180
25.35
4,563.00
2) LUMBER a) Window Jamb b) Door Jamb
6"x8"x16
5) TIE WIRE
# 16
kilo
40
50.70
2,028.00
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
75 15 15
668.20 425.10 48.10
50,115.00 6,376.50 721.50
assorted sizes
kilo
20
48.10
962.00
7) GI NAILS 8) NAILS 9) LABOR
32,209.71
10) PLUMBING INSTALLATION
3,802.50
11) ELECTRICAL
3,802.50
12) ARCHITECTS FEE
3,802.50
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-264-
520.00 0.00 153,098.01
153,098.01 1,822.60 1,800.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Saw Mills & Lumber Shed Type III-C Ground Area of Bldg. - 63 square meters
Item
1) LUMBER a) Window Jamb b) Door Jamb
Size
Unit
Quantity
Unit Cost
Total Cost 0.00 0.00
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft
80 85 50
35.10 35.10 35.10
2,808.00 2,983.50 1,755.00
2) TIE WIRE
# 16
kilo
40
48.10
0.00 1,924.00
3) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
75 15 20
668.20 425.10 48.10
50,115.00 6,376.50 962.00
assorted sizes
kilo
40
48.10
1,924.00
4) GI NAILS 5) NAILS 6) LABOR
20,470.12
7) PLUMBING INSTALLATION
3,802.50
8) ELECTRICAL
3,802.50
9) ARCHITECTS FEE
3,409.57
10) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-265-
455.00 0.00 100,787.69
100,787.69 1,599.80 1,600.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Saw Mills & Lumber Shed Type III-D Ground Area of Bldg. - 93 square meters
Item
1) LUMBER a) Window Jamb b) Door Jamb
Size
Unit
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft
Quantity
950 50 50 20
Unit Cost
Total Cost 0.00 0.00 33,345.00 1,755.00 1,755.00 702.00
35.10 35.10 35.10 35.10 .
2) TIE WIRE
# 16
kilo
40
50.70
0.00 2,028.00
3) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
70 15 15
668.20 425.10 48.10
46,774.00 6,376.50 721.50
assorted sizes
kilo
35
48.10
1,683.50
4) GI NAILS 5) NAILS 6) LABOR
20,350.98
7) PLUMBING INSTALLATION
3,802.50
8) ELECTRICAL
3,802.50
9) ARCHITECTS FEE
3,409.57
10) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-266-
390.00 0.00 126,896.05
126,896.05 1,364.47 1,400.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Saw Mills & Lumber Shed Type III-E Ground Area of Bldg. - 94 square meters
Item
1) LUMBER a) Window Jamb b) Door Jamb
Size
Unit
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft
Quantity
800 40 40 20
Unit Cost
Total Cost 0.00 0.00 28,080.00 1,404.00 1,404.00 702.00
35.10 35.10 35.10 35.10 .
2) TIE WIRE
# 16
kilo
25
50.70
0.00 1,267.50
3) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
70 10 14
668.20 425.10 48.10
46,774.00 4,251.00 673.40
assorted sizes
kilo
35
48.10
1,683.50
4) GI NAILS 5) NAILS 6) LABOR
20,350.98
7) PLUMBING INSTALLATION
2,535.00
8) ELECTRICAL
2,535.00
9) ARCHITECTS FEE
3,409.57
10) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-267-
390.00 0.00 115,459.95
115,459.95 1,228.30 1,200.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Gasoline Station Type I-A Ground Area of Bldg. - 82 square meters
Item
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m bag pc pc pc
45 85 550 200 200 60
253.50 379.60 192.40 33.80 154.70 87.10
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft bd ft
200 200 150 50
35.10 35.10 35.10 35.10
Total Cost 0.00 0.00 11,407.50 32,266.00 105,820.00 6,760.00 30,940.00 5,226.00 0.00 7,020.00 7,020.00 5,265.00 1,755.00
3) FORMS
bd ft
900
11.37
10,237.50
4) SCAFFOLDINGS
bd ft
900
25.35
22,815.00
100
50.70
5,070.00
90 70 50
668.20 425.10 48.10
60,138.00 29,757.00 2,405.00
150
48.10
7,215.00
1. MASONRY a) sand b) gravel c) cement d) reinforced bars
2) LUMBER a) Window Jamb b) Door Jamb
Size
Unit
5) TIE WIRE
# 16
kilo
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
assorted sizes
kilo
7) GI NAILS 8) NAILS
Quantity
Unit Cost
9) LABOR
111,540.00
10) PLUMBING INSTALLATION
12,675.00
11) ELECTRICAL
20,280.00
12) ARCHITECTS FEE
18,591.69
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-268-
1,950.00 0.00 516,153.69
516,153.69 6,294.56 6,300.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Gasoline Station Type I-B Ground Area of Bldg. - 86 square meters
Item
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m bag pc pc pc
45 95 550 200 200 50
253.50 379.60 192.40 33.80 154.70 87.10
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft bd ft
200 200 150 50
35.10 35.10 35.10 35.10
Total Cost 0.00 0.00 11,407.50 36,062.00 105,820.00 6,760.00 30,940.00 4,355.00 0.00 7,020.00 7,020.00 5,265.00 1,755.00
3) FORMS
bd ft
900
11.37
10,237.50
4) SCAFFOLDINGS
bd ft
900
25.35
22,815.00
100
50.70
5,070.00
90 65 60
668.20 425.10 48.10
60,138.00 27,631.50 2,886.00
100
48.10
4,810.00
1. MASONRY a) sand b) gravel c) cement d) reinforced bars
2) LUMBER a) Window Jamb b) Door Jamb
Size
Unit
5) TIE WIRE
# 16
kilo
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
assorted sizes
kilo
7) GI NAILS 8) NAILS
Quantity
Unit Cost
9) LABOR
108,520.81
10) PLUMBING INSTALLATION
12,675.00
11) ELECTRICAL
17,745.00
12) ARCHITECTS FEE
18,084.69
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-269-
1,950.00 0.00 508,968.00
508,968.00 5,918.23 5,900.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Gasoline Station Type I-C Ground Area of Bldg. - 89 square meters
Item
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m bag pc pc pc
40 80 550 200 200 50
253.50 379.60 192.40 33.80 154.70 87.10
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft bd ft
200 200 150 50
35.10 35.10 35.10 35.10
Total Cost 0.00 0.00 10,140.00 30,368.00 105,820.00 6,760.00 30,940.00 4,355.00 0.00 7,020.00 7,020.00 5,265.00 1,755.00
3) FORMS
bd ft
900
11.37
10,237.50
4) SCAFFOLDINGS
bd ft
900
25.35
22,815.00
100
50.70
5,070.00
90 60 50
668.20 425.10 48.10
60,138.00 25,506.00 2,405.00
100
48.10
4,810.00
1. MASONRY a) sand b) gravel c) cement d) reinforced bars
2) LUMBER a) Window Jamb b) Door Jamb
Size
Unit
5) TIE WIRE
# 16
kilo
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
assorted sizes
kilo
7) GI NAILS 8) NAILS
Quantity
Unit Cost
9) LABOR
83,966.80
10) PLUMBING INSTALLATION
12,675.00
11) ELECTRICAL
8,872.50
12) ARCHITECTS FEE
13,993.20
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-270-
1,170.00 0.00 461,102.00
461,102.00 5,180.92 5,200.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Gasoline Station Type II-A Ground Area of Bldg. - 89 square meters
Item
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m bag pc pc pc
30 25 375 200 200 60
253.50 379.60 192.40 33.80 154.70 87.10
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft bd ft
200 200 150 60
35.10 35.10 35.10 35.10
Total Cost 0.00 0.00 7,605.00 9,490.00 72,150.00 6,760.00 30,940.00 5,226.00 0.00 7,020.00 7,020.00 5,265.00 2,106.00
3) FORMS
bd ft
1,000
11.37
11,375.00
4) SCAFFOLDINGS
bd ft
1,000
25.35
25,350.00
100
50.70
5,070.00
85 60 60
668.20 425.10 48.10
56,797.00 25,506.00 2,886.00
100
48.10
4,810.00
1. MASONRY a) sand b) gravel c) cement d) reinforced bars
2) LUMBER a) Window Jamb b) Door Jamb
Size
Unit
5) TIE WIRE
# 16
kilo
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
assorted sizes
kilo
7) GI NAILS 8) NAILS
Quantity
Unit Cost
9) LABOR
76,027.18
10) PLUMBING INSTALLATION
8,872.50
11) ELECTRICAL
6,337.50
12) ARCHITECTS FEE
12,669.93
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
1,170.00 0.00 390,453.11
390,453.11 4,387.11 4,400.00
-271-
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Gasoline Station Type II-B Ground Area of Bldg. - 89 square meters
Item
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m bag pc pc pc
30 30 200 200 200 50
253.50 379.60 192.40 33.80 154.70 87.10
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft bd ft
200 200 150 50
35.10 35.10 35.10 35.10
Total Cost 0.00 0.00 7,605.00 11,388.00 38,480.00 6,760.00 30,940.00 4,355.00 0.00 7,020.00 7,020.00 5,265.00 1,755.00
3) FORMS
bd ft
800
11.37
9,100.00
4) SCAFFOLDINGS
bd ft
800
25.35
20,280.00
100
50.70
5,070.00
85 50 50
668.20 425.10 48.10
56,797.00 21,255.00 2,405.00
150
48.10
7,215.00
1. MASONRY a) sand b) gravel c) cement d) reinforced bars
2) LUMBER a) Window Jamb b) Door Jamb
Size
Unit
5) TIE WIRE
# 16
kilo
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
assorted sizes
kilo
7) GI NAILS 8) NAILS
Quantity
Unit Cost
9) LABOR
62,386.35
10) PLUMBING INSTALLATION
8,872.50
11) ELECTRICAL
6,337.50
12) ARCHITECTS FEE
10,393.50
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-272-
1,170.00 0.00 331,869.85
331,869.85 3,728.87 3,700.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Gasoline Station Type II-C Ground Area of Bldg. - 94 square meters
Item
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m bag pc pc pc
35 35 200 200 200 50
253.50 379.60 192.40 33.80 154.70 87.10
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft bd ft
200 200 150 50
35.10 35.10 35.10 35.10
Total Cost 0.00 0.00 8,872.50 13,286.00 38,480.00 6,760.00 30,940.00 4,355.00 0.00 7,020.00 7,020.00 5,265.00 1,755.00
3) FORMS
bd ft
800
11.37
9,100.00
4) SCAFFOLDINGS
bd ft
800
25.35
20,280.00
100
50.70
5,070.00
85 50 50
668.20 425.10 48.10
56,797.00 21,255.00 2,405.00
150
48.10
7,215.00
1. MASONRY a) sand b) gravel c) cement d) reinforced bars
2) LUMBER a) Window Jamb b) Door Jamb
Size
Unit
5) TIE WIRE
# 16
kilo
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
assorted sizes
kilo
7) GI NAILS 8) NAILS
Quantity
Unit Cost
9) LABOR
51,070.11
10) PLUMBING INSTALLATION
8,872.50
11) ELECTRICAL
6,337.50
12) ARCHITECTS FEE
8,509.99
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-273-
1,170.00 0.00 321,835.60
321,835.60 3,423.78 3,400.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Gasoline Station Type III-A Ground Area of Bldg. - 88 square meters
Item
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m bag pc pc pc
15 15 100 200 100 50
253.50 379.60 192.40 33.80 154.70 87.10
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft bd ft
100 100 100 50
35.10 35.10 35.10 35.10
Total Cost 0.00 0.00 3,802.50 5,694.00 19,240.00 6,760.00 15,470.00 4,355.00 0.00 3,510.00 3,510.00 3,510.00 1,755.00
3) FORMS
bd ft
400
11.37
4,550.00
4) SCAFFOLDINGS
bd ft
350
25.35
8,872.50
1. MASONRY a) sand b) gravel c) cement d) reinforced bars
2) LUMBER a) Window Jamb b) Door Jamb
Size
Unit
Quantity
Unit Cost
5) TIE WIRE
# 16
kilo
80
50.70
4,056.00
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
85 50 50
668.20 425.10 48.10
56,797.00 21,255.00 2,405.00
assorted sizes
kilo
90
48.10
4,329.00
7) GI NAILS 8) NAILS 9) LABOR
41,789.47
10) PLUMBING INSTALLATION
6,337.50
11) ELECTRICAL
6,337.50
12) ARCHITECTS FEE
6,963.64
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-274-
780.00 0.00 232,079.11
232,079.11 2,637.26 2,600.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Gasoline Station Type III-B Ground Area of Bldg. - 88 square meters
Item
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m bag pc pc pc
10 10 100 200 100 50
253.50 379.60 192.40 33.80 154.70 87.10
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft bd ft
100 100 100 50
35.10 35.10 35.10 35.10
Total Cost 0.00 0.00 2,535.00 3,796.00 19,240.00 6,760.00 15,470.00 4,355.00 0.00 3,510.00 3,510.00 3,510.00 1,755.00
3) FORMS
bd ft
350
11.37
3,981.25
4) SCAFFOLDINGS
bd ft
350
25.35
8,872.50
1. MASONRY a) sand b) gravel c) cement d) reinforced bars
2) LUMBER a) Window Jamb b) Door Jamb
Size
Unit
Quantity
Unit Cost
5) TIE WIRE
# 16
kilo
80
50.70
4,056.00
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
80 40 50
668.20 425.10 48.10
53,456.00 17,004.00 2,405.00
assorted sizes
kilo
76
48.10
3,655.60
7) GI NAILS 8) NAILS 9) LABOR
40,078.35
10) PLUMBING INSTALLATION
5,070.00
11) ELECTRICAL
5,070.00
12) ARCHITECTS FEE
6,591.00
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-275-
780.00 0.00 215,460.70
215,460.70 2,448.42 2,400.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Gasoline Station Type III-C Ground Area of Bldg. - 80 square meters
Item
1) LUMBER a) Window Jamb b) Door Jamb
Size
Unit
1,100 60 80 30
35.10 35.10 35.10 35.10
Total Cost 0.00 0.00 38,610.00 2,106.00 2,808.00 1,053.00
kilo
30
50.70
1,521.00
26 x 32 x 12 26 x32x8
sheet sheet kilo
80 45 45
668.20 425.10 48.10
53,456.00 19,129.50 2,164.50
assorted sizes
kilo
75
48.10
3,607.50
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft bd ft
2) TIE WIRE
# 16
3) GI ROOFING 4) GI NAILS 5) NAILS
Quantity
Unit Cost
6) LABOR
35,089.47
7) PLUMBING INSTALLATION
3,802.50
8) ELECTRICAL
3,802.50
9) ARCHITECTS FEE
5,830.50
10) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-276-
780.00 0.00 173,760.47
173,760.47 2,172.01 2,200.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Gasoline Station Type III-D Ground Area of Bldg. - 84 square meters
Item
1) LUMBER a) Window Jamb b) Door Jamb
Size
Unit
1,000 50 80 30
35.10 35.10 35.10 35.10
Total Cost 0.00 0.00 35,100.00 1,755.00 2,808.00 1,053.00
kilo
30
50.70
1,521.00
26 x 32 x 12 26 x32x8
sheet sheet kilo
80 40 40
668.20 425.10 48.10
53,456.00 17,004.00 1,924.00
assorted sizes
kilo
60
48.10
2,886.00
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft bd ft
2) TIE WIRE
# 16
3) GI ROOFING 4) GI NAILS 5) NAILS
Quantity
Unit Cost
6) LABOR
32,807.97
7) PLUMBING INSTALLATION
3,802.50
8) ELECTRICAL
2,535.00
9) ARCHITECTS FEE
5,467.99
10) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-277-
780.00 0.00 162,900.46
162,900.46 1,939.29 1,900.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Gasoline Station Type III-E Ground Area of Bldg. - 88 square meters
Item
1) LUMBER a) Window Jamb b) Door Jamb
Size
Unit
1,000 50 80 30
35.10 35.10 35.10 35.10
Total Cost 0.00 0.00 35,100.00 1,755.00 2,808.00 1,053.00
kilo
30
50.70
1,521.00
26 x 32 x 12 26 x32x8
sheet sheet kilo
80 40 40
668.20 425.10 48.10
53,456.00 17,004.00 1,924.00
assorted sizes
kilo
60
48.10
2,886.00
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft bd ft
2) TIE WIRE
# 16
3) GI ROOFING 4) GI NAILS 5) NAILS
Quantity
Unit Cost
6) LABOR
26,571.87
7) PLUMBING INSTALLATION
3,802.50
8) ELECTRICAL
2,535.00
9) ARCHITECTS FEE
4,428.64
10) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-278-
780.00 0.00 155,625.01
155,625.01 1,768.47 1,800.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Swimming Pools, Bath House Type I-A Ground Area of Bldg. - 200 square meters
Item 1. MASONRY a) sand b) gravel c) cement d) reinforced bars
Size
Unit
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
2) LUMBER
cu m cu m bag pc pc pc
80 80 700 500 500 250
253.50 379.60 192.40 33.80 154.70 87.10
bd ft
10,000
35.10
25,000
6.76
80
50.70
Total Cost 0.00 0.00 20,280.00 30,368.00 134,680.00 16,900.00 77,350.00 21,775.00 0.00 351,000.00 0.00 169,000.00 0.00 4,056.00
80 40 100
668.20 425.10 48.10
53,456.00 17,004.00 4,810.00
75
48.10
3,607.50
3) TILES GLAZED
4X4
pc
4) TIE WIRE
# 16
kilo
5) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
assorted sizes
kilo
6) GI NAILS 7) NAILS
Quantity
Unit Cost
8) LABOR
166,587.52
9) PLUMBING INSTALLATION
17,745.00
10) ELECTRICAL
58,305.00
11) ARCHITECTS FEE
27,763.32
12) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-279-
780.00 0.00 1,175,467.34
1,175,467.34 5,877.33 5,900.00
&
SCHEDULE OF BASE UNIT COST OF BUILDINGS & OTHER STRUCTURES
Republic of the Philippines City of Tagbilaran September 3, 2018 HON. JOHN GEESNELL L. YAP II City Mayor City of Tagbilaran
Sir: I am respectfully submitting herewith for your review, and Indorsement to the 13th Sangguniang Panlungsod for approval and enactment of ORDINANCE adopting the same, pursuant to Sec. 212 of RA 7160, the proposed Schedule of Base Market Values for Lands and Base Unit Cost for Buildings & other Structures (Schedule of Values for brevity) which shall be used as basis in the conduct of 2017-2019 general revision of real property assessments within the assessment jurisdiction of Tagbilaran City. This revision which will take effect in 2020 is in compliance with the mandate of Sec. 219 of said RA 7160 relative to the conduct of general revision by all government units once every (3) years, starting 1991 – the approval of the New Local Government Code. Please be notified that this proposed Schedule of Values are based on the Market Data Analysis which were effected in buying and selling lots within the assessment jurisdiction of our city. This proposed market valuations which are now subject to your review and approval has an average increase of 66.41% for lands and 30.65% for buildings and other structures. The conduct of our partial revision works shall immediately start upon approval of this Schedule of Values and regardless of when completion shall be, its effectivity will be on January 01, 2020. All real properties which may not be revised ON TIME due to the delayed approval of this schedule shall pay their taxes on 2020 based on their old (2008) assessments, but receipts for their tax payments shall be noted, “subject to adjustment upon completion of general revision works” PREMISES AFORECITED, it is most respectfully requested that approval of this Schedule of Values be made the soonest time possible.
Very truly yours, LIVIO K. SARABIA M.P.A., R.E.A. City Assessor
TABLE OF CONTENTS Office Order
-
1
Schedule of Base Values for Commercial, Industrial Residential Lands
-
1 - 14
Unit Land Map Value
-
15 - 29
Statement of Sales Values for Commercial, Industrial & Residential Lands
-
30 - 34
Tabulation of Sales Values for Each Class of Commercial, Industrial & Residential Lands
-
35 - 58
Computation for the Unit Market Value for Commercial, Industrial & Residential Lands
-
59 - 83
Criteria-Sub-Classification of Lands situated in Commercial, Industrial & Residential Lands
-
84 - 87
Schedule of Base Unit Values for Agricultural Lands & Productive Plants
-
88
Statement of Sales Values for Agricultural Lands
-
89
Tabulation of Sales Values for Each Class of Agr’l. Lands
-
90
Computation for Unit Market Value for Agr’l. Lands
-
91 – 106
Productivity Classification
-
107 – 109
Types of Roads/Appraisal of Timber & Forest Lands/ Appraisal of Mineral Lands/Appraisal of Machineries
-
110
Classification of Buildings & Improvements
-
111
Kinds of Buildings
-
112 - 113
Table of Building Cost as of 2017
-
114
Schedule of Extras Specifications
-
115 116
Estimating Depreciation
-
117 – 118
Valuations of Building & Other Structures
-
119 – 120
Assessment Level
-
121
Miscellaneous Provisions
-
166 - 122
Computation non the Base Unit Construction Cost of Buildings & Other Structures
-
123 - 279
Republic of the Philippines City of Tagbilaran OFFICE OF THE CITY ASSESSOR OFFICE ORDER NO. Date
TO
:
All Employees This Office
Pursuant to the provisions of RA 7160, otherwise known as the Local Government Code of 1991, the following Schedule of Base Market Values of Urban & Agricultural Lands and the Schedule of Base Unit Cost of Buildings and other Structures are hereby prescribed as basis in the appraisal and assessment of real properties situated within the assessment jurisdiction of Tagbilaran City in the furtherance with the conduct of the 2014-2016 General Revision of Real Property Assessments which shall take effect in the year 2017 as required under Sec. 219 of RA 7160, subject however for review and enactment of ordinance by the Sangguniang Panlungsod of this city. I.
SCHEDULE OF BASE MARKET VALUES FOR COMMERCIAL LANDS 1st District 2008 Mkt. Val. per sq. m.
Location Avenue, Street, etc.
2017 Mkt. Val. per sq. m.
Sub-Classification Classification
Along CPG East Avenue From JS Torralba St. to JA Clarin St. From JS Torralba St. to S. Matig-a St. From S. Matig-a St. to M. Parras St. From M. Parras St. to BBM 5
2,210.00 1,300.00 410.00 310.00
3,320.00 1,950.00 700.00 500.00
C-4 C-7 C-12 C-13
Along F. Sarmiento St. From JS Torralba St. to JA Clarin St
2,210.00
3,320.00
C-4
Along V.P. Inting Avenue From J.A. Clarin St. to San Roque St. From San Roque St. to S. Matig-a St. From S. Matig-a St. to M. Parras St. From M. Parras St. to BBM 2
960.00 640.00 410.00 410.00
1,440.00 1,060.00 700.00 700.00
C-9 C-11 C-12 C-12
Along Blumentritt St. From Lourdes St. to San Roque St.
310.00
500.00
C-13
Along San Jose St. From JS Torralba St. to J. M. Basa St.
310.00
500.00
C-13
Along T. Butalid St. From T. Butalid St. to Causeway
410.00
700.00
C-12
Along Franklin St. From T. Butalid Drive to J.M. Basa St.
310.00
500.00
C-13
Along JS Torralba St. From CPG East Ave. to Gallares St. From Gallares St. to Butalid Drive
2,210.00 1,300.00
3,320.00 2,750.00
-1-
C-4 C-6
2008 Mkt. Val. per sq. m.
Location Avenue, Street, etc.
Along JA Clarin St. From CPG East Ave. to V.P. Inting St. From V.P. Inting St. to Butalid Street
2017 Mkt. Val. per sq. m.
SubClassification
1,300.00 410.00
1,950.00 700.00
C-7 C-12
Along Lourdes St. From V.P. Inting St. to San Jose St.
310.00
500.00
C-13
Along Mendoza St. From CPG East Avenue to V.P. Inting St.
410.00
700.00
C-12
Along San Roque St. From V.P. Inting St. to J.M. Basa St
310.00
500.00
C-13
Along J.M. Basa St. From San Jose St. to Franklin St.
310.00
500.00
C-13
Along S. Matig-a St. From CPG East Avenue to V.P. Inting St.
410.00
700.00
C-12
Along E. Butalid St. From CPG East Avenue to V.P. Inting St.
310.00
500.00
C-13
Along Del Rosario St. From CPG East Avenue to V.P. Inting St.
310.00
500.00
C-13
Along M. Parras St. From CPG East Avenue to V.P. Inting St.
310.00
500.00
C-13
Along CPG North Avenue From J.S. Torralba St. to H. Grupo St. From H. Grupo St. to B. Intong St. From B. Inting St. to M.H. del Pilar St. From M.H. del Pilar St. to S. Visarra St. From G. Visarra St. to J.C. Borja St. From J.C. Borja St. to Ma. Clara St.
4,200.00 4,200.00 4,200.00 4,200.00 3,500.00 3,500.00
6,300.00 6,300.00 6,300.00 6,300.00 5,250.00 5,250.00
C-1 C-1 C-1 C-1 C-2 C-2
Along J.S. Torralba St. From Butalid Drive to Gallares St. From Gallares St. to C.P.G. Ave. From CPG Ave. to E. Jacinto St. From E. Jacinto St. to M. Parras St. From E. M. Parras St. to M. Torralba St.
1,630.00 3,500.00 3,500.00 3,000.00 2,210.00
2,750.00 5,250.00 5,250.00 4,500.00 3,320.00
C-6 C-2 C-2 C-3 C-4
Along A. Lessage St. From CPG Avenue to Gallares St.
3,500.00
5,250.00
C-2
Along H. Grupo St. From Seashore to Gallares St. From Gallares St. to CPG Avenue Frpm CPG Avenue to E. Jacinto St. From E. Jacinto St. to M. Parras St.
1,300.00 4,200.00 4,200.00 2,210.00
1,950.00 6,300.00 6,300.00 3,320.00
C-7 C-1 C-1 C-4
2nd District
-2-
2008 Mkt. Val. per sq. m.
Location Avenue, Street, etc.
2017 Mkt. Val. per sq. m.
Sub-Classification Classification
Along B. Inting St. From Gallares St. to CPG East Avenue From CPG Avenue to E. Jacinto St. From E. Jacinto St. to M. Parras St. From M. Parras St. to M. Torralba St. From M. Torralba St. to M. Espuelas St. From M. Espuelas St. to Sikatuna St.
3,500.00 3,500.00 3,500.00 2,210.00 1,300.00 740.00
5,250.00 5,250.00 5,250.00 3,320.00 1,950.00 1,150.00
C-2 C-2 C-2 C-4 C-7 C-10
Along M. H. del Pilar St. From Gallares St. to M. Parras St.
3,500.00
5,250.00
C-2
Along G. Visarra St. From Gallares St. to M. Parras St. From M. Parras St. to M. Espuelas St.
2,210.00 1,200.00
3,320.00 1,800.00
C-4 C-8
Along J. C. Borja St. From Gallares St. to M. Parras St. From M. Parras St. to M. Sikatuna St.
1,900.00 960.00
2,850.00 1,440.00
C-5 C-9
Along C. Putong St. From Gallares St. to CPG Avenue
1,630.00
2,750.00
C-6
1,200.00 1,300.00
1,800.00 1,950.00
C-8 C-7
3,500.00 2.210.00
5,250.00 3,320.00 1,950.00
C-2 C-4 C-7
960.00
1,440.00
C-9
Along C. Marapao St. From J.S. Torralba St. to H. Grupo St.
3,500.00
5,250.00
C-2
Along E. Jacinto St. From J.S. Torralba St. to B. Inting St.
3,500.00
5,250.00
C-2
Along M. Parras St. From J.S. Torralba St. to M.H. del Pilar St. From M.H. del Pilar St. to J.C. Borja St.
2,210.00 1,300.00
3,320.00 1,950.00
C-4 C-7
410.00
700.00
Along Ma. Clara St. From Gallares St. to Remolador St. From Remolador St. to CPG Avenue From CPG Avenue to M. Torralba St.
1,300.00
Along C. Gallares St. From J.S. Torralba St. to M.H. del Pilar St. From M.H. del Pilar St. to J.C. Borja St. From J.C. Borja St. to Maria Clara St. Along Remolador St. From M.H. del Pilar St. to Ma. Clara St.
Along M. Torralba St. From J.S. Torralba St. to Cogon Dist. Boundary
-3-
1
1,300.00
C-12
2008 Mkt. Val. per sq. m.
Location Avenue, Street, etc.
2017 Mkt. Val. per sq. m.
Sub-Classification Classification
Along M. Espuelas St. From 3rd & 2nd District Boundary to 2nd & Cogon District Boundary
410.00
700.00
C-12
Along Sikatuna St. From 3rd & 2nd District Boundary to 2nd & Cogon District Boundary
410.00
700.00
C-12
Along Circumferential Road From 3rd & 2nd District Boundary to 2nd & Cogon District Boundary
410.00
700.00
C-12
Along CPG East Avenue From JS Torralba St. to JA Clarin St. From JA Clarin St. to S. Matig-a St. From S. Matig-a St. to E. Butalid St. From E. Butalid St. to Circumferential Road From Circumferential Road to BBM 5
2,210.00 1,300.00 1,300.00 410.00 310.00
3,320.00 1,950.00 1,950.00 700.00 500.00
C-4 C-7 C-7 C-12 C-13
Along JS Torralba St. From CPG East Avenue to A. Hontanosas St. From A. Hontanosas St. to M. Parras St. From M. Parras St. to M. Torralba St.
3,500.00 3,000.00 2,210.00
5,250.00 4,500.00 3,320.00
C-2 C-3 C-4
Along F. Rocha St. From C. Marapao St. to A. Hontanosas St. From A. Hontanosas St. to M. Parras St. From M. Parras St. to M. Torralba St. From M. Torralba St. to M. Espuelas St. From M. Espuelas St. to Sikatuna St.
960.00 960.00 960.00 960.00 310.00
1,440.00 1,440.00 1,440.00 1,440.00 500.00
C-9 C-9 C-9 C-9 C-12
Along JA Clarin St. From CPG East Avenue to C. Marapao St. From C. Marapao St. to A. Hontanosas St. From A. Hontanosas St. to M. Parras St. From M. Parras St. to M. Torralba St. From M. Torralba St. to M. Espuelas St. From M. Espuelas St. to Sikatuna St. From Sikatuna St. to BBM 10
1,300.00 1,300.00 1,200.00 960.00 960.00 640.00 640.00
1,950.00 1,950.00 1,800.00 1,440.00 1,440.00 1,060.00 1,060,00
C-7 C-7 C-8 C-9 C-9 C-11 C-11
Along S. Matig-a St. From CPG East Avenue to C. Marapao St. From C. Marapao St. to A. Hontanosas St. From A. Hontanosas St. to M. Parras St.
640.00 640.00 640.00
1,060.00 1,060.00 1,060.00
C-11 C-11 C-11
Along E. Butalid St. From CPG East Avenue to C. Marapao St. From C. Marapao St. to A. Hontanosas St.
410.00 410.00
700.00 700.00
C-12 C-12
3rd District
-4-
2008 Mkt. Val. per sq. m.
Location Avenue, Street, etc.
Along Butalid St. Extension From M. Parras St. to M. Espuelas St.
2017 Mkt. Val. per sq. m.
SubClassification
310.00
500.00
C-13
310.00
500.00
C-13
1,300.00 1,200.00 410.00 410.00
1,950.00 1,800.00 700.00 700.00
C-7 C-8 C-12 C-12
Along A. Hontanosas St. From JS Torralba St. to F. Rocha St. From F. Rocha St. to JA Clarin St. From JA Clarin St. to S. Matig-a St. From S. Matig-a St. to Mansasa Boundary
740.00 410.00 410.00 310.00
1,150.00 700.00 700.00 500.00
C-10 C-12 C-12 C-13
Along M. Parras St. From JS Torralba St. to F. Rocha St. From F. Rocha St. to JA Clarin St. From JA Clarin St. to S. Matig-a St. From S. Matig-a St. to Del Rosario Extn. From Del Rosario Extn., to Mansasa Boundary
740.00 410.00 410.00 310.00 310.00
1,150.00 700.00 700.00 500.00 500.00
C-10 C-12 C-12 C-13 C-13
Along M. Torralba St. From JS Torralba St. to F. Rocha St. From F. Rocha St. to JA Clarin St. From JA Clarin St. to Del Rosario Extn. From Del Rosario Extn., to Circumferential Road
410.00 410.00 310.00 310.00
700.00 700.00 500.00 500.00
C-12 C-12 C-13 C-13
Along M. Espuelas St. From 2nd - 3rd District Bound to JA Clarin St. From JA Clarin St. to Circumferential Road
410.00 310.00
700.00 500.00
C-12 C-13
Along Sikatuna St. From 2nd - 3rd District Bound to JA Clarin St.
310.00
500.00
C-13
Along Pob.-Dampas Road From Junction JA Clarin St. to LTO Bldg. From LTO Bldg. to BBM 9
310.00 310.00
500.00 500.00
C-13 C-13
Along Circumferential Road From CPG East Avenue to 1st & 3rd District Boundary Along C. Marapao St. From JS Torralba St. to F. Rocha St. From F. Rocha St. to JA Clarin St. From JA Clarin St. to S. Matig-a St. From S. Matig-a St. to E. Butalid St.
-5-
COGON DISTRICT
Along CPG North Avenue From Ma. Clara St. to San Jose St. 1,630.00 From San Jose St. to BBM 13 ( 1st strip only) 40 m. 1,630.00 From BBM 13 (1st strip) 40 m. to BBM 21 960.00 (1st strip only) 40 m. Along Remolador St. From Ma. Clara St. to Belderol St.
2,750.00 2,750.00 1,440.00
C-6 C-6 C-9
740.00
1,150.00
C-10
1,630.00
2,750.00
C-6
Along Graham Avenue. From Ma. Clara to San Jose Street.
740.00
1,150.00
C-10
Along Graham Avenue From Ma. Clara to Belderol St.
740.00
1,150.00
C-10
1,300.00 960.00
1,950.00 1,440.00
C-7 C-9
Along Belderol St. From CPG Avenue to Remolador St. From Tabaco St. to Graham Avenue
960.00 740.00
1,440.00 1,150.00
C-9 C-9
Along San Jose St. From CPG Avenue to Lamdagan St. From Pamaong St. to Graham Avenue
740.00 740.00
1,150.00 1,150.00
C-10 C-10
Along all roads bounding: Cogon Market (Pamaong, Belderol, San Jose & Lamdagan Sts.)
Along Ma. Clara St. From CPG Avenue to Remolador St. From Remolador St. to Graham Avenue
2008 Mkt. Val. per sq. m.
Location Avenue, Street, etc.
2,017.00 Mkt. Val. per sq. m.
SubClassification
BOOY DISTRICT Along CPG North Avenue From BBM 13 to BBM 21 (1st strip only) 40 m From BBM 21 to BBM 20 (1st strip only) 40 m
960.00 310.00
1,440.00 500.00
C-9 C-10
Along JA Clarin St. From BBM 10 to BBM 22 (1st strip only)
310.00
500.00
C-13
All lots surrounding within the 1st 100 meters From the Market & Bus Terminal
960.00
1,440.00
C-9
All lots surrounding within the 2nd 100 meters From the Market & Bus Terminal
740.00
1,150.00
C-10
All lots surrounding within the 3rd 100 meters From the Market & Bus Terminal
640.00
1,060.00
C-11
DAMPAS DISTRICT
-6-
DAO DISTRICT
Along CPG North Avenue From BBM 21 to BBM 20 (1st strip only)
310.00
500.00
All lots surrounding within the 1st 100 meters From the Market & Bus Terminal
960.00
1,440.00
C-9
All lots surrounding within the 2nd 100 meters From the Market & Bus Terminal
740.00
1,150.00
C-10
All lots surrounding within the 3rd 100 meters From the Market & Bus Terminal
640.00
1,060.00
C-11
310.00
500.00
C-13
C-13
MANSASA DISTRICT
Along V.P. Inting Avenue From BBM 2 to BBM 3 (1st strip only)
II.
SCHEDULE OF BASE MARKET VALUES FOR INDUSTRIAL LANDS
All lands in NAPOCOR PLANT (including its surrounding areas within 100 meter radius, except those located across the road)
600.00
900.00
I-1
All land where GASOLINE DEPOTS, COCA-COLA PLANT stand
600.00
900.00
I-1
All lands where ICE PLANT stands
420.00
630.00
I-2
Location Avenue, Street, etc.
2008 Mkt. Val. per sq. m.
2017 Mkt. Val. per sq. m.
SubClassification
Land area 50 m. off along CPG North Avenue Beginning MBM No. 2 to MBM No. 3 to BBM No. 41 to CPG North Avenue
300.00
450.00
I-3
Lands within 450 meters from CPG Noarth Avenue; beginning from MBM No. 1, along the barangay road to San Miguel St.; from San Miguel St. along the coastal road leading to Manga Wharf
180.00
270.00
I-4
-7-
III.
SCHEDULE OF BASE MARKET VALUES FOR RESIDENTIAL LANDS
BOOL DISTRICT
Along V.P. Inting St. Within 400 m. from BBM 3 to BBM 20 Within 400-120 m. from BBM 3
150.00 150.00
220.00 220.00
R-4 R-4
Along CPG East Avenue Within 400 m. from BBM 4 Within 400-120 m. from BBM 4 Over 1200 m. from BBM 4 to MBM 19
80.00 80.00 80.00
130.00 130.00 130.00
R-5 R-5 R-5
Along road connection CPG East Avenue to V.P. Inting St.
150.00
220.00
R-4
Along road to Banat-I Hill From CPG East Avenue to within 200 m.
150.00
220.00
R-4
Land area 300 m. wide, 50 m. off Airport Runway beginning BBM, 400 m. from intersection of CogonBooy Road to BBL of Booy & Taloto
300.00
560.00
R-2
Land area 300 m. wide, 50 m. off Airport Runway to Graham Ave., beginning at Taloto-Booy BBM to Graham Ave., 50 m. off along COG, beginning at CPG-Dao Road to point 450 m. from intersection of Upper Sto. Niño to BBM upper Sto. Niño Road; 500 m. from CPG North Avenue (BBM 20)
300.00
560.00
R-2
Along Booy-Cogon Road From BBM 14 to Bohol Medical Center From Bohol Medical Center to Graham Ave.
300.00 300.00
560.00 560.00
R-2 R-2
Along Graham Avenue From BBM 15 to Booy Elementary School
300.00
560.00
R-2
Along Graham Avenue From Booy Elementary School to BBM 18
200.00
410.00
R-3
BOOY DISTRICT
2008 Mkt. Val. per sq. m.
Location Avenue, Street, etc.
Along road surrounding Booy Elementary School All residential lands surrounding the school on the North, South & West -8-
200.00
2,017.00 Mkt. Val. per sq. m.
410.00
SubClassification
R-3
Along Peñaflor St. From CPG Avenue to BB 19
200.00
410.00
R-3
R
410.00
R-3
200.00
410.00
R-3
Along road to Cainggit Beach All residential lands in this area
200.00
410.00
R-3
Along other roads All residential lands in this area
80.00
130.00
R-5
Along all roads in this district All residential lands in this area
50.00
90.00
R-7
Along roads within 200 m. from school site
70.00
110.00
R-6
450.00
810.00
R-1
450.00
930.00
R-1
300.00 300.00 150.00 150.00
560.00 560.00 220.00 220.00
R-2 R-2 R-4 R-4
200.00
410.00
R-3
Along Tagbilaran-Corella Road (JA Clarin St.) Within 300 m. from BBM 10 Over 400 m. from BBM 10 to BBM 22
300.00 300.00
560.00 560.00
R-2 R-2
Along Tamblot Street From CPG Avenue to M. Torralba St.
450.00
930.00
R-1
Along Torrero Private Road From CPG Avenue to end of road
300.00
560.00
R-2
Along Capitol Road 1st strip within 250 m. from CPG Avenue 2nd strip within 250-750 m. from CPG Avenue
200.00 150.00
410.00 220.00
R-3 R-4
All lands in this area
200.00
370.00
Along Circumferential Road in Airport All residential lands within the area described above
CABAWAN DISTRICT
COGON DISTRICT
Along Cogon-Booy Road From CPG Avenue to BBM 14 Along Graham Avenue From San Jose St. to BBM 15 Boundary Booy-Cogon Along Calceta Street 1st strip within 250 m. from CPG Avenue 2nd strip within 250-500 m. from CPG Avenue 3rd strip within 500-750 m. from CPG Avenue Over 750 m. from CPG Ave to Tag-Corella Rd. Roads connecting Calceta St. to JA Clarin St Circumferential St. & Tamblot St.
-9-
2008 Mkt. Val. per sq. m.
Location Avenue, Street, etc. Along Rizal Street All residential lands along this street
2017 Mkt. Val. per sq. m.
SubClassification
300.00
560.00
R-2
Along F. Torralba St. All residential lands along this street
200.00
410.00
R-3
Along Circumferential Road From M. Torralba St. to 2nd Dist. Boundary
300.00
560.00
R-2
Along M. Torralba Street From Tamblot St. to Cogon-2nd Dist. Boundary
450.00
930.00
R-1
Along Espuelas Street From Tamblot St. to Cogon-2nd Dist. Boundary
450.00
930.00
R-1
Along Pamaong Street From San Jose St. to Cogon-Booy-Boundary
300.00
560.00
R-2
Along Sikatuna Street From Cogon-2nd Dist. Boundary to Circum. Rd.
200.00
930.00
R-1
930.00
R-1
80.00
130.00
R-5
80.00
130.00
R-5
70.00
110.00
R-6
50.00
90.00
R-7
Land area bounded by Dampas-Cangguining Road Beginning at Dampas-Banat-I Hill Road to DampasBool BBL, NE., 500 m. along BBL, NW.; along Imaginary line to Dampas-Cangguining Road
200.00
410.00
R-3
Land area beginning at Dampas-Banat-I Hill Road; 50 m. along the Bool-Dampas BBL; SE., 200 m. to imaginary line and SW., to Bool-Dampas-Banat-i Hill Road
200
410.00
R-3
300.00 300.00
560.00 560.00
R-2 R-2
70.00
110.00
R-6
70.00 200.00
110.00 410.00
R-6 R-3
Along San Jose St. From Lamdagan St. to Airport Road
450.00
810.00
DAMPAS DISTRICT Along Dampas-Mansasa Road From BBM 7 to Junction Pob-Dampas & Mansasa Road Along Dampas-San Isidro Road Within 500 m. north of said road junction cited-above Over 500 m. north of said road junction to BLLM 16 From BLLM 16 to Dampas-San Isidro Bound
Along Tagbilaran-Corella Road (Eastside) Within 300 m. from BBm 10 Over 400 m. from BBM 10 to BBM 22 Along road connection Tagbilaran-Corella Road & San Isidro Road From BBM 22 to North BLLM 16 Along Dampas-Banat-i Road From Junction of Pob.-Dampas Rd to Bool Bound From JA Clarin St. to Pob-Dampas Rd.
-10-
DAO DISTRICT
300.00
560.00
R-2
Along CPG Avenue (Eastside) From BBM 21 to BBM 20
300.00
560.00
R-2
Along Tagbilaran-Corella Road Within 500 m. north of BBM 22 From 500 north of BBM 22 to Km 3 From Km 3 to Km 4 From Km 4 to BBM 24
200.00 150.00 80.00 70.00
410.00 220.00 130.00 110.00
R-3 R-4 R-5 R-6
Along roads in the vicinity of Dao Elem School site Along residential lands in this area
80.00
130.00
R-5
All other roads All residential lands of BBM 20, SE of BBM 28
70.00
110.00
R-6
80.00
130.00
R-5
70.00
110.00
R-6
land area by upper Sto Niño Road starting 500 m. from intersection CPG North Avenue to Dao-Liboran Road to S., to intersection Dao-Tiptip Road, to DaoCorella Road, to upper Sto. Niño Road, 500 m. from CPG North Avenue BBM No. 29 to BBM No. 27, E., to Dao-Tiptip Road to Dao-Liboran Road
& BBM 26 From JA Clarin St leading to New Capitol Site (500 m. from JA Clarin St.) Within 500 m. from JA Clarin St to New Capitol Site MANGA DISTRICT Along CPG North Avenue From BBM 33 to Manga Elem School site From Manga Elem School to Manga Public Market From Manga Public Market to MBM 2
200.00 200.00
410.00 410.00
R-3 R-3
200.00
410.00
R-3
Along Ubujan-Manga Road (Graham Ave. Ext.) From BBM 32 to Junction of Manga Wharf Rd
150.00
220.00
R-4
Along Manga Wharf Road From CPG Ave to proposed Manga Wharf
150.00
220.00
R-4
Along road from BBM 41 to Junction of MangaTiptip Road All residential lands along this road
50.00
90.00
R-7
Along road from BBM 35 to Manga-Tiptip Road
50.00
90.00
R-7
150.00
220.00
R-4
80.00 70.00
130.00 110.00
R-5 R-6
Along all other roads West, East of CPG North Ave. All residential lands in this area Along Manga-Tiptip Road From CPG to Manga-Tiptip Junction From Manga-Tiptip Junction to BBm 36
-11-
MANSASA DISTRICT
Along V.P. Inting Avenue From BBm 2 to BBM 3
150.00
220.00
R-4
Along CPG East Avenue From BBM 5 to BBM 4
150.00
220.00
R-4
Along Katipunan Street From V.P. Inting St. to Bonifacio Ext.
150.00
220.00
R-4
Along Mansasa-Dampas Road From V.P. Inting Avenue to BBM 7
150.00
220.00
R-4
Along Bonifacio Extension From 3rd Dist Bound to Dampas Bound BBM 7
150.00
220.00
R-4
80.00
130.00
R-5
150.00
220.00
R-5
80.00 80.00
130.00 130.00
R-5 R-5
80.00 80.00
130.00 130.00
R-5 R-5
70.00
110.00
R-6
70.00
110.00
R-6
50.00
90.00
R-7
Along CPG Avenue North From BBM 20 to BBM 29
200.00
410.00
R-3
Along Booy-Taloto Road From BBM 19 to Taloto Elementary School From Taloto Elem School to BBM 30
150.00 80.00
220.00 130.00
R-4 R-5
150.00 80.00
220.00 130.00
R-4 R-5
80.00
130.00
R-5
Along road North of Mansasa Elem School site All other roads
SAN ISIDRO DISTRICT
Along Tagbilaran-Corella Road From BBM 24 to Km 5 From Km 5 to MBM 13 Along Dampas-San Isidro Road From Dampas Dist Bound to Tagb-Corella Road Within 200 m. North of Junction of tagb-Corella Road & Dampas-San Isidro Road From 200 m. from road to Junction to BBM 38 Along road to San Isidro School site From Tagb-Corella Road to 200 m. North of School site Along all other roads All residential lands in this area
TALOTO DISTRICT
Along Booy-Taloto-Manga Road to Graham Ave. Ext From BBM 18 to Taloto Elem School Junction From Taloto Elem School Junction to Tongo Beach Junction From Tongo Beach Junction to BBM 31 -12-
Along road connecting Graham Ave & Booy-Taloto Rd All lands along these roads
150.00
220.00
R-4
Along Taloto-Dao Road From CPG North Ave. to BBM 28 From CPG North Ave to Booy-Taloto Road
70.00 80.00
110.00 130.00
R-6 R-5
Along roads to seashore From Graham Avenue Ext to seashore
70.00
110.00
R-6
Along new barangay roads
80.00
130.00
R-5
70.00
110.00
R-6
50.00
90.00
R-7
50.00
90.00
R-7
Along all other roads All residential lands in this area
50.00
90.00
R-7
Along roads in the vicinity of Tiptip Elem School site
70.00
110.00
R-6
150.00
220.00
R-4
70.00
110.00
R-6
80.00
130.00
R-5
70.00
110.00
R-6
70.00
110.00
R-6
80.00
130.00
R-5
70.00
110.00
R-6
TIPTIP DISTRICT
Land area from MBM No. 3 to MBM No. 5 to SW., along Barrio Road to tiptip-Manga Road to MBM No. 41 Along Dao-Tiptip Road From Lindaville Subdvision to Tiptip Chapel Along road to BBM 38 to BBM 36 From Tiptip-San Isidro Bound to Tiptip-Manga Bound
UBUJAN DISTRICT
Along CPG North Avenue From BBM 29 to BBM 33 Along Taloto-Ubujan Road From BBM 30 to CPG Avenue Along new road passing Capt. Salazar Marker From Bound Talot-Ubujan to 200 m. east of CPG Avenue From 200 m. east of CPG Ave to BBM 27 Along new road connecting Talot-Manga Road & taloto Ubujan Road Along processional road From CPG Ave passing chapel then back to CPG Avenue Along new road Manga-Ubujan Boundary From BBM 32 to BBM 33
-13-
VICTORIA MEMORIAL PARK
All land in this Memorial Park
300.00
STANDARD DEPTH : For Residential lands For Commercial lands
-
30 meters 40 meters
CORNER INFLUENCE : For Residential lands For Commercial lands
-
RESIDENTIAL STRIPPING (1) 100% (2) 80% (3) 60% (4) 50%
14-
10% 15%
450.00
Annex “B”
DF-RPA SMV FORM NO.I STATEMENT OF SALES COMMERCIAL, INDUSTRIAL & RESIDENTIAL LANDS
CITY : TAGBILARAN
Or Index No.(1) 1
Lot No. 2
2008-2L-1651
343-A
Location (St./Blk./Dist./Brgy. 3 2nd District
2008-2L-1559
285
2nd District
Comm'l.
C-6
8,000,000.00
3,136
2,551.02
2010
2008-2l-1559
2008-2L-1609
6859-A
2nd District
Comm'l.
C-6
200,000.00
81
2,469.13
2011
2008-2L-1609
2008-2L-1587 2008-2L-1680
282
2nd District
Comm'l.
C-6
1,051,594.50
561
1,874.50
2011
2008-2L-1587
314-B
2nd District
Comm'l.
C-6
198.860.00
122
1,630.00
2014
2008-2L-1680
2008-2L-1570
328-A
2nd District
Comm'l.
C-6
300,000.00
214
1,401.86
2010
2008-2L-1570
2008-2L-1498
6493-B-4-C
2nd District
Comm'l.
C-10
1,900,000.00
886
2,144.46
2008
2008-2L-1498
6457-B/6457-C
2nd District
Comm'l.
C-10
1,000,000.00
482
2,074.68
2009
2008-2L-1510/1511
2008-2L-1634
6353-C-4
2nd District
Comm'l.
C-10
104,400.00
87
1,200.00
2012
2008-2L-1634
2008-2L-1697
6493-B-4-A
2nd District
Comm'l.
C-10
300,000.00
268
1,119.40
2012
2008-2L-1697
2008-2L-1612
1063-D-2
2nd District
Comm'l.
C-10
500,000.00
452
1,106.19
2011
2008-2L-1612
2008-2L-1519
994-A-2-B
2nd District
Comm'l.
C-10
70,000.00
80
875.00
2009
2008-2L-1519
2008-2L-1520
994-A-2-C
2nd District
Comm'l.
C-10
50,000.00
62
806.45
2008
2008-2L-1520
2008-2L-1620
6872-C-1
2nd District
Comm'l.
C-10
40,000.00
160
250.00
2010
2008-2L-1620
lot 4/300-B-1
2nd District
Comm'l.
C-11
2,000,000.00
766
2,610.96
2011
2008-2L-1656/1657
2008-2L-1672
6544-O
2nd District
Comm'l.
C-11
300,000.00
196
1,530.61
2014
2008-2L-1672
2008-2L-1661
6853-A-2
2nd District
Comm'l.
C-11
300,000.00
250
1,200.00
2013
2008-2L-1661
1063-C/1063-D-3
2nd District
Comm'l.
C-11
350,000.00
313
1,118,21
2011
2008-2L-1592/1593
6873-1-7-A-2
2nd District
Comm'l.
C-11
100,000.00
160
625.00
2010
2008-2L-1674
Tax Dec. No.
2008-2L-1510/1511
2008-2L-1656/1657
2008-2L-1592/1593
2008-2L-1674
Kind of Land (Res/Comm./Ind.) 4 Comm'l.
Sub-Class (1st, etc.) 5 C-6
Sales Values
PREPARED BY:
900,000.00
Area (sq.m.) 7 109
Sales Values (per sq.m.) 8 8,256.88
6
Year of
Document Transaction File No. 10 9 2012 2008-2-L-1651
NOTED BY: -30-
FE B. ALMIÑE Local Assessment Operations 1
LIVIO K. SARABIA, M.P.A., R.E.A. City Assessor
Annex “B”
DF-RPA SMV FORM NO.I STATEMENT OF SALES COMMERCIAL, INDUSTRIAL & RESIDENTIAL LANDS
CITY : TAGBILARAN Tax Dec. No. Or Index No.(1) 1
2008-2L-1648 2008-2L-1628 2008-2L-1621 2008-2L-1512 2008-1L-0573 2008-2L-1535 2008-2L-1595 2008-2L-1591 2008-3L-1518 2008-3L-1482 2008-3L-1386 2008-3L-1513 2008-3L-1434/1435
2008-3L-1424 2008-3L-1383 2008-3L-1378 2008-3L-1423
Lot No. 2 296-B
6872-C-9 6872-C-2 6691-B-3-A-1 162-D-1 1085-D 7163-B 6691-B-3-B-3-C-1 740-E-2 6838-F-12 742-D-1 6838-F-6 6741-C-3/6741-C-6 736-A 2-B-2-B-2-D-2 776-F-6 6765-A
Location (St./Blk./Dist./Brgy. 3 2nd District 2nd District 2nd District 2nd District 1st District 2nd District 2nd District 2nd District 3rd District 3rd District 3rd District 3rd District 3rd District 3rd District 3rd District 3rd District 3rd District
Kind of Land (Res/Comm./Ind.)
4 Comm'l. Comm'l. Comm'l. Comm'l. Comm'l. Comm'l. Comm'l. Comm'l. Comm'l. Comm'l. Comm'l. Comm'l. Comm'l. Comm'l. Comm'l. Comm'l. Comm'l.
Sub-Class (1st, etc.) 5 C-11 C-11 C-11 C-12 C-12 C-12 C-12 C-12 C-13 C-13 C-13 C-13 C-13 C-13 C-13 C-13 C-13
PREPARED BY:
Sales Values 6 85,000.00
38,000.00 20,000.00 198,900.00 200,000.00 800,000.00 708,000.00 81,000.00 450,000.00 300,000.00 400,000.00 74,861.00 100,000.00 100,000.00 50,000.00 50,000.00 5,000.00
Area (sq.m.) 7 171 150 80 221 223 1,221 1,416 174 307 247 400 123 245 466 244 426 48
Sales Values (per sq.m.) 8 497.07 253.33 250.00 900.00 896.86 655.20 500.00 465.51 1,465.79 1,214.57 1,000.00 608.62 408.16 214.59 204.91 117.37 104.16
Year of
Document File No. 10 2008-2L-1648 2008-2L-1628 2008-2L-1621 2008-3L-1512 2008-1L-0573 2008-1L-1535 2008-2L-1595 2008-2L-1591 2008-3L-1518 2008-3L-1482 2008-3L-1386 2008-3L-1513
Transaction 9 2012
2010 2010 2011 2012 2008 2011 2011 2014 2015 2011 2014 2014 2012 2011 2012 2011
2008-3L-1434/1435
NOTED BY:
FE B. ALMIÑE Local Assessment Operations Officer 1
-31-
LIVIO K. SARABIA, M.P.A., R.E.A. City Assessor
2008-2L-1424 2008-3L-1383 2008-3L-1378 2008-3L-1423
Annex “B”
DF-RPA SMV FORM NO.I STATEMENT OF SALES COMMERCIAL, INDUSTRIAL & RESIDENTIAL LANDS
CITY : TAGBILARAN
2008-7L-4820
1366-A-4
Location (St./Blk./Dist./Brgy. 3 Cogon district
2008-7L-4843
1422-B-3
Cogon district
Res.
R-1
500,000.00
412
1,213.59
2010
2008-7L-4843
2008-7L-4874
1512-O-3
Cogon district
Res.
R-1
300,000.00
253
1,185.77
2009
2008-7L-4874
2008-7L-4961
1156-B-3-A
Cogon district
Res.
R-1
30,000.00
33
909.09
2010
2008-7L-4961
2008-7L-4724
1366-A-2
Cogon district
Res.
R-1
50,000.00
74
675.67
2009
2008-7L-4724
2008-7L-4628
1457-E
Cogon district
Res.
R-1
200,000.00
398
502.51
2008
2008-7L-4628
2008-7L-4873
1444-C
Cogon district
Res.
R-2
700,000.00
402
1,741.29
2010
2008-7L-4873
2008-7L-4957
1424-B-6-C
Cogon district
Res.
R-2
100,000.00
164
609.75
2010
2008-7L-4957
2008-5L-2486
1270-C-3-A
Booy District
Res.
R-2
150,000.00
300
500.00
2011
2008-5L-2486
2008-5L2499
1637-E-1
Cogon District
Res.
R-2
100,000.00
269
371.74
2010
2008-7L-2499
2008-7L-4674
1097-M
Cogon District
Res.
R-2
7,748,170.00
20,941
370.00
2009
2008-4674
2008-9L-4622
1707-C-15
Dao District
Res.
R-2
100,000.00
798
125.00
2014
2008-4622
Tax Dec. No. Or Index No.(1) 1
Lot No. 2
Kind of Land (Res/Comm./Ind.) 4 Res.
Sub-Class (1st, etc.) 5 R-1
Sales Values
PREPARED BY:
Sales Values (per sq.m.) 8 1,230.76
Transaction 9
80,000.00
Area (sq.m.) 7 65
2010
Document File No. 10 2008-7L-4820
6
Year of
NOTED BY:
FE B. ALMIÑE Local Assessment Operations Officer 1
-32-
LIVIO K. SARABIA, M.P.A.,R.E.A. City Assessor
Annex “B”
DF-RPA SMV FORM NO.I STATEMENT OF SALES COMMERCIAL, INDUSTRIAL & RESIDENTIAL LANDS
CITY : TAGBILARAN
2008-5L-2477
1254
Location (St./Blk./Dist./Brgy. 3 Booy District
2008-10L-1572
4461-A-3
Manga District
Res.
R-3
26,000.00
56
464.28
2009
2008-10L-1572
2008-7L-4979
1543-J
Cogon District
Res.
R-3
100,000.00
241
414.93
2011
2008-7L-4979
2008-5L-2467
1632-C-5
Booy District
Res.
R-3
142,375.00
425
335.00
2010
2008-5L-2467
2008-5L-2468
1632-C-6
Booy District
Res.
R-3
127,500.00
425
300.00
2010
2008-5L-2496
2008-5L-2454
1323-A-5-E
Booy District
Res.
R-3
75,000.00
290
258.62
2009
2008-5L-2454
2008-11L-1771
1-B-1
Mansasa District
Res.
R-4
300,000.00
600
500.00
2013
2008-11L-1771
2008-4L-1589
2261-A-4
Bool District
Res.
R-4
1,000,000.00
2,246
445.23
2011
2008-4L-1589
2008-11L-1785
1-A
Mansasa District
Res.
R-4
50,000.00
215
232.55
2014
2008-11L1785
2008-11L-1763
2139
Mansasa District
Res.
R-4
250,000.00
1,361
183.68
2011
2008-11L-1763
2008-11L-1775
2137-A
Mansasa District
Res.
R-4
105,750.00
705
150.00
2011
2008-13L-2690
2011-11L-1727/1728
795-D/795-E
Mansasa District
Res.
R-4
20,000.00
164
121.95
2011
2011-11L-1727/1728
2008-11L-1797
lot 3
Mansasa District
Res.
R-4
10,000.00
91
109.89
2014
2008-11L-1797
2008-4L-1632
2256-F-1
Bool District
Res.
R-5
34,800.00
174
200.00
2010
2008-10L-1632
Tax Dec. No. Or Index No.(1) 1
Lot No. 2
Kind of Land (Res/Comm./Ind.) 4 Res.
Sub-Class (1st, etc.) 5 R-3
Sales Values
200,000.00
Area (sq.m.) 7 335
Sales Values (per sq.m.) 8 597.01
6
NOTED BY;
PREPARED BY: FE B. ALMIÑE Local Assessment Operations Officer 1
-33-
LIVIO K. SARABIA, M.P.A., R.E.A. City Assessor
Year of
Document Transaction File No. 10 9 20`0 2008-5L-2477
Annex “B”
DF-RPA SMV FORM NO.I STATEMENT OF SALES COMMERCIAL, INDUSTRIAL & RESIDENTIAL LANDS
CITY : TAGBILARAN 2008-15L-2584
4348-D-1
Ubujan District
Res.
R-5
80,000.00
441
181.40
2011
2008-15L-2584
2008-11L-1699
2163-G
Mansasa District
Res.
R-5
100,000.00
795
125.78
2009
2008-11L-1699
2008-4L-1878
2306-B-4-C-3
Bool District
Res.
R-5
10,000.00
142
70.42
2014
2008-4L-1878
2008-13L-2700
3529-B-1
Taloto District
Res.
R-5
10,000.00
200
50.00
2010
2008-13L-2700
2008-15L-2583
4307-F
Ubujan District
Res.
R-6
113,578.65
365
311.17
2008
2008-15L-2583
2008-9L-4504
3084-B
Ubujan District
Res.
R-6
35,000.00
230
152.17
2012
2008-15L-4504
2008-15L-2574
4307-G-1
Ubujan District
Res.
R-6
40,000.00
276
144.92
2011
2008-15L-2574
2008-11L-1700
2163-F-1
Mansasa District
Res.
R-6
50,000.00
397
125.94
2009
2008-11L-1700
2008-9L-4512
2996
Dao District
Res.
R-6
63,000.00
631
99.84
2013
2008-9L-4512
2008-8L-4312
2548-A-7
Dampas District
Res.
R-6
50,000.00
600
83.33
2012
2008-8L-4312
2008-13L-2846
3396-E-2
Taloto District
Res.
R-6
50,000.00
677
73.85
2011
2008-13L-2846
2008-9L-2523
4271-A
Dao District
Res.
R-6
80,000.00
1,160
68.96
2010
2008-9L-2523
2008-4L-1630
1882-A-1
Bool District
Res.
R-6
100,000.00
1,743
57.37
2011
2008-4L-1630
2008-8L-3875
2650-D-2-C
Dampas District
Res.
R-7
100,000.00
300
333.33
2009
2008-8L-3875
2008-8L-3606
2787-B-9-B
Dampas District
Res.
R-7
30,000.00
228
131.57
2008
2008-8L-3606
2008-10L-1614
4826-A-2
Manga District
Res.
R-7
30,000.00
200
150.00
2010
2008-10L-1614
2008-12L-2491
44-A
San Isidro District
Res.
R-7
50,000.00
635
78.74
2012
2008-12L-2491
2008-12L-2377
44-G
San Isidro District
Res.
R-7
30,000.00
635
47.24
2018
2008-12L-2377
2008-12L-2424
13
San Isidro District
Res.
R-7
15,000.00
690
21.73
2011
2008-12L-2424
PREPARED BY FE B. ALMIÑE Local Assessment Operations Officer 1
NOTED BY; -34-
LIVIO K. SARABIA, M.P.A., R.E.A. City Assessor
DF - RPA (SMV) FORM NO. 1-A
TABULATION OF SALES VALUES FOR EACH CLASS OF COMMERCIAL INDUSTRIAL AND RESIDENTIAL LANDS TAKEN FORM DF-RPA (SMU) FORM NO. 1 CLASS:
C-1
LAND: COMMERCIAL
YEAR OF TRANSACTION (1)
TAX DECLARATION OR INDEX NUMBER (2)
LOT NUMBER (3)
UNIT SALES VALUE (4)
"NO VALID SALES"
Prepared By:
Noted By:
FE B. ALMIÑE Local Assessment Operations 1
-35-
LIVIO K. SARABIA, M.PA., R.E.A. City Assessor
DF - RPA (SMV) FORM NO. 1-A
TABULATION OF SALES VALUES FOR EACH CLASS OF COMMERCIAL INDUSTRIAL AND RESIDENTIAL LANDS TAKEN FORM DF-RPA (SMU) FORM NO. 1 CLASS:
C-2
LAND: COMMERCIAL
YEAR OF TRANSACTION (1)
TAX DECLARATION OR INDEX NUMBER (2)
LOT NUMBER (3)
UNIT SALES VALUE (4)
"NO VALID SALES"
Prepared By:
Noted By: FE B. ALMIÑE Local Assessment Operations Officer 1
-36-
LIVIO K. SARABIA, M.P.A., R.E.A. City Assessor
DF - RPA (SMV) FORM NO. 1-A
TABULATION OF SALES VALUES FOR EACH CLASS OF COMMERCIAL INDUSTRIAL AND RESIDENTIAL LANDS TAKEN FORM DF-RPA (SMU) FORM NO. 1 CLASS:
C-3
LAND: COMMERCIAL
YEAR OF TRANSACTION (1)
TAX DECLARATION OR INDEX NUMBER (2)
LOT NUMBER (3)
UNIT SALES VALUE (4)
"NO VALID SALES"
Prepared By:
Noted By: FE B. ALMIÑE
Local Assessment Operations Officer 1
-37-
LIVIO K. SARABIA, M.P.A., R.E.A. City Assessor
DF - RPA (SMV) FORM NO. 1-A
TABULATION OF SALES VALUES FOR EACH CLASS OF COMMERCIAL INDUSTRIAL AND RESIDENTIAL LANDS TAKEN FORM DF-RPA (SMU) FORM NO. 1 CLASS:
C-4
LAND: COMMERCIAL
YEAR OF TRANSACTION (1)
TAX DECLARATION OR INDEX NUMBER (2)
LOT NUMBER (3)
UNIT SALES VALUE (4)
"NO VALID SALES"
Prepared By:
Noted By: FE B. ALMIÑE Local Assessment Operations Officer 1
-38-
LIVIO K. SARABIA, M.P.A.,R.E.A. City Assessor
DF - RPA (SMV) FORM NO. 1-A
TABULATION OF SALES VALUES FOR EACH CLASS OF COMMERCIAL INDUSTRIAL AND RESIDENTIAL LANDS TAKEN FORM DF-RPA (SMU) FORM NO. 1 CLASS:
C-5
LAND: COMMERCIAL
YEAR OF TRANSACTION (1)
TAX DECLARATION OR INDEX NUMBER (2)
LOT NUMBER (3)
UNIT SALES VALUE (4)
"NO VALID SALES"
Prepared By: FE B. ALMIÑE Local Assessment Operations Officer 1
Noted By: -39-
LIVIO K. SARABIA, M.P.A.,R.E.A. City Assessor
DF - RPA (SMV) FORM NO. 1-A
TABULATION OF SALES VALUES FOR EACH CLASS OF COMMERCIAL INDUSTRIAL AND RESIDENTIAL LANDS TAKEN FORM DF-RPA (SMU) FORM NO. 1 CLASS:
C-6
LAND: COMMERCIAL
YEAR OF TRANSACTION (1) 2012 2010 2011 2011 2014 2010
TAX DECLARATION OR INDEX NUMBER (2) 2008-2L-1651 2008-2L-1559 2008-2L-1609 2008-2L-1587 2008-2L-1680 2008-2L-1570
LOT NUMBER (3) 343--A 285 6859-A 282 314-B 328-A
Prepared By: FE B. ALMIÑE Local Assessment Operations Officer 1
UNIT SALES VALUE (4) 8,256.88 2,551.02 2,469.13 1,874.50 1,630.00 1,401.86
Noted By:
-40-
LIVIO K. SARABIA, M.P.A., R.E.A. City Assessor
DF - RPA (SMV) FORM NO. 1-A
TABULATION OF SALES VALUES FOR EACH CLASS OF COMMERCIAL INDUSTRIAL AND RESIDENTIAL LANDS TAKEN FORM DF-RPA (SMU) FORM NO. 1 CLASS:
C-7
LAND: COMMERCIAL
YEAR OF TRANSACTION (1)
TAX DECLARATION OR INDEX NUMBER (2)
LOT NUMBER (3)
UNIT SALES VALUE (4)
"NO VALID SALES"
Prepared By: FE B. ALMIÑE Local Assessment Operations Officer 1
Noted By:
-41-
LIVIO K. SARABIA, M.P.A., R.E.A. City Assessor
DF - RPA (SMV) FORM NO. 1-A
TABULATION OF SALES VALUES FOR EACH CLASS OF COMMERCIAL INDUSTRIAL AND RESIDENTIAL LANDS TAKEN FORM DF-RPA (SMU) FORM NO. 1 CLASS:
C-8
LAND: COMMERCIAL
YEAR OF TRANSACTION (1)
TAX DECLARATION OR INDEX NUMBER (2)
LOT NUMBER (3)
UNIT SALES VALUE (4)
"NO VALID SALES"
Prepared By:
Noted By: FE B. ALMIÑE Local Assessment Operations Officer 1
-42-
LIVIO K. SARABIA, M.P.A., R.E.A. City Assessor
DF - RPA (SMV) FORM NO. 1-A
TABULATION OF SALES VALUES FOR EACH CLASS OF COMMERCIAL INDUSTRIAL AND RESIDENTIAL LANDS TAKEN FORM DF-RPA (SMU) FORM NO. 1 CLASS:
C-9
LAND: COMMERCIAL
YEAR OF TRANSACTION (1)
TAX DECLARATION OR INDEX NUMBER (2)
LOT NUMBER (3)
UNIT SALES VALUE (4)
"NO VALID SALES"
Prepared By: FE B. ALMIÑE Local Assessment Operations Officer 1
Noted By: -43-
LIVIO K. SARABIA, M.P.A., R.E.A. City Assessor
DF - RPA (SMV) FORM NO. 1-A
TABULATION OF SALES VALUES FOR EACH CLASS OF COMMERCIAL INDUSTRIAL AND RESIDENTIAL LANDS TAKEN FORM DF-RPA (SMU) FORM NO. 1 CLASS:
C-10
LAND: COMMERCIAL
YEAR OF TRANSACTION (1) 2008 2009 2012 2012 2011 2009 2008 2010
TAX DECLARATION OR INDEX NUMBER (2) 2008-2l-1409 2008-2L-1510/2008-2L-1511 2008-2L-1634 2008-2L-1697 2008-2L-1612 2008-2L-1519 2008-2L-1520 2008-2L-1620
LOT NUMBER (3) 6493-B-4-C 6457-B/6457-C 6353-C-4 6493-B-4-A 1063-D-2 994-A-2-B 994-A-2-C 6872-C-1
Prepared By: FE B. ALMIÑE Local Assessment Operations Officer 1
UNIT SALES VALUE (4) 2,144.46 2,074.74 1,200.00 1,119.40 1,106.19 875.00 806.45 250.00
Noted By:
-44-
LIVIO K. SARABIA, M.P.A., R.E.A. City Assessor
DF - RPA (SMV) FORM NO. 1-A
TABULATION OF SALES VALUES FOR EACH CLASS OF COMMERCIAL INDUSTRIAL AND RESIDENTIAL LANDS TAKEN FORM DF-RPA (SMU) FORM NO. 1 CLASS:
C-11
LAND: COMMERCIAL
YEAR OF TRANSACTION (1) 2011 2014 2013 2011 2010 2012 2010 2010
TAX DECLARATION OR INDEX NUMBER (2) 2008-2L-1656 to 2008-2L-1657 2008-2L-1672 2008-2L-1661 2008-2L-1592 to 2008-2L-1593 2008-2L-1674 2008-2L-1648 2008-2L-1628 2008-2L-1621
LOT NUMBER (3) lot 4 & lot 300-B-1 6544-O 6853-A-2 1063-C & 1063-D-3 6873--1-7-A-2 296-B 6872-C-9 6872-C-2
Prepared By: FE B. ALMIÑE Local Assessment Operations Officer 1
UNIT SALES VALUE (4) 2,610.96 1,530.61 1,200.00 1,118.21 625.00 497.07 253.33 250.00
Noted By:
-45-
LIVIO K. SARABIA, M.P.A., R.E.A. City Assessor
DF - RPA (SMV) FORM NO. 1-A
TABULATION OF SALES VALUES FOR EACH CLASS OF COMMERCIAL INDUSTRIAL AND RESIDENTIAL LANDS TAKEN FORM DF-RPA (SMU) FORM NO. 1 CLASS:
C-12
LAND: COMMERCIAL
YEAR OF TRANSACTION (1) 2008 2011 2012 2008 2011 2011
TAX DECLARATION OR INDEX NUMBER (2) 2008-2L-1512 2008-2L-1512 2008-1L-0573 2008-2L-1535 2008-2L-1595 2008-2L-1591
Prepared By:
LOT NUMBER (3) 6691-B-3-A-1 157-C 162-D-1 1085-D 7163-B 6691-B-3-C-1
UNIT SALES VALUE (4) 1,000.00 900.00 896.86 655.20 500.00 465.51
Noted By: FE B. ALMIÑE Local Assessment Operations Officer 1
-46-
LIVIO K. SARABIA, M.P.A., R.E.A. City Assessor
DF - RPA (SMV) FORM NO. 1-A
TABULATION OF SALES VALUES FOR EACH CLASS OF COMMERCIAL INDUSTRIAL AND RESIDENTIAL LANDS TAKEN FORM DF-RPA (SMU) FORM NO. 1 CLASS:
C-13
LAND: COMMERCIAL
YEAR OF TRANSACTION (1) 2014 2015 2011 2014 2014 2012 2011 2012 2011
TAX DECLARATION OR INDEX NUMBER (2) 2008-3L-1518 2008-3L-1482 2008-3L-1386 2008-3L-1513 2008-3L-1434 - 2008-3L-1435 2008-3L-1424 2008-3L-1383 2008-3L-1378 2008-3L-1423
Prepared By:
LOT NUMBER (3) 740-E-2 6838-F-12 742-D-1 6838-F-6 6741-C-3 & 6741-C-6 736-A 2-B-2-B-2-D-2 776-F-6 6765-A
UNIT SALES VALUE (4) 1,465.79 1,214.57 1,000.00 608.62 408.16 214.59 204.91 117.37 104.16
Noted By: -47FE B. ALMIÑE Local Assessment Operations Officer 1
LIVIO K. SARABIA, M.P.A.,R.E.A. City Assessor
DF - RPA (SMV) FORM NO. 1-A
TABULATION OF SALES VALUES FOR EACH CLASS OF COMMERCIAL INDUSTRIAL AND RESIDENTIAL LANDS TAKEN FORM DF-RPA (SMU) FORM NO. 1 CLASS:
I-1
LAND: INDUSTRIAL
YEAR OF TRANSACTION (1)
TAX DECLARATION OR INDEX NUMBER (2)
LOT NUMBER (3)
UNIT SALES VALUE (4)
"NO VALID SALES "
Prepared By: FE B. ALMIÑE Local Assessment Operations Officer 1
Noted By:
-48
LIVIO K. SARABIA, M.P.A. R.E.A. City Assessor
DF - RPA (SMV) FORM NO. 1-A
TABULATION OF SALES VALUES FOR EACH CLASS OF COMMERCIAL INDUSTRIAL AND RESIDENTIAL LANDS TAKEN FORM DF-RPA (SMU) FORM NO. 1 CLASS:
I-2
LAND: INDUSTRIAL
YEAR OF TRANSACTION (1)
TAX DECLARATION OR INDEX NUMBER (2)
LOT NUMBER (3)
UNIT SALES VALUE (4)
"NO VALID SALES "
Prepared By: FE B. ALMIÑE Local Assessment Operations Officer 1
Noted By:
-49
LIVIO K. SARABIA, M.P.A., R.E.A. City Assessor
DF - RPA (SMV) FORM NO. 1-A
TABULATION OF SALES VALUES FOR EACH CLASS OF COMMERCIAL INDUSTRIAL AND RESIDENTIAL LANDS TAKEN FORM DF-RPA (SMU) FORM NO. 1 CLASS:
I-3
LAND: INDUSTRIAL
YEAR OF TRANSACTION (1)
TAX DECLARATION OR INDEX NUMBER (2)
LOT NUMBER (3)
UNIT SALES VALUE (4)
"NO VALID SALES "
Prepared By:
FE B. ALMIÑE Local Assessment Operations Officer 1
Noted By:
-50-
LIVIO K. SARABIA, M.P.A., R.E.A. City Assessor
DF - RPA (SMV) FORM NO. 1-A
TABULATION OF SALES VALUES FOR EACH CLASS OF COMMERCIAL INDUSTRIAL AND RESIDENTIAL LANDS TAKEN FORM DF-RPA (SMU) FORM NO. 1 CLASS:
I-4
LAND: INDUSTRIAL
YEAR OF TRANSACTION (1)
TAX DECLARATION OR INDEX NUMBER (2)
LOT NUMBER (3)
UNIT SALES VALUE (4)
"NO VALID SALES"
Prepared By:
Noted By: FE B. ALMIÑE Local Assessment Operations 1
-51
LIVIO K. SARABIA, M.P.A., R.E.A. City Assessor
DF - RPA (SMV) FORM NO. 1-A
TABULATION OF SALES VALUES FOR EACH CLASS OF COMMERCIAL INDUSTRIAL AND RESIDENTIAL LANDS TAKEN FORM DF-RPA (SMU) FORM NO. 1 CLASS:
R-1
LAND: RESIDENTIAL
YEAR OF TRANSACTION (1) 2010 2009 2009 2010 2009 2008
TAX DECLARATION OR INDEX NUMBER (2) 2008-7L-4820 2008-7L-4843 2008-7L-4874 2008-7L-4961 2008-7L-4724 2008-7L-4628
Prepared By:
LOT NUMBER (3) 1366-A-4 1422-B-3 1512-O-3 1156-B-3-A 1366-A-2 1457-E
UNIT SALES VALUE (4) 1,230.76 1,213.59 1,185.77 909.09 675.67 502.51
Noted By: FE B. ALMIÑE Local Assessment Operations Officer 1
-52-
LIVIO K. SARABIA, M.P.A., R.E.A. City Assessor
DF - RPA (SMV) FORM NO. 1-A
TABULATION OF SALES VALUES FOR EACH CLASS OF COMMERCIAL INDUSTRIAL AND RESIDENTIAL LANDS TAKEN FORM DF-RPA (SMU) FORM NO. 1 CLASS:
R-2
LAND: RESIDENTIAL
YEAR OF TRANSACTION (1) 2010 2010 2010 2010 2009 2014
TAX DECLARATION OR INDEX NUMBER (2) 2008-7L-4873 2008-7L-4957 2008-5L-2486 2008-5L-2499 2008-7L-4674 2008-7L-4627
Prepared By: FE B. ALMIÑE Local Assessment Operations Officer 1
LOT NUMBER (3) 1444-C 1424-B-6-C 1270-C-3-A 1637-E-1 1097-M 1707-C
UNIT SALES VALUE (4) 1,741.29 609.75 500.00 371.74 370.00 125.00
Noted By:
-53
LIVIO K. SARABIA, M.P.A., R.E.A. City Assessor
DF - RPA (SMV) FORM NO. 1-A
TABULATION OF SALES VALUES FOR EACH CLASS OF COMMERCIAL INDUSTRIAL AND RESIDENTIAL LANDS TAKEN FORM DF-RPA (SMU) FORM NO. 1 CLASS:
R-3
LAND: RESIDENTIAL
YEAR OF TRANSACTION (1) 2010 2010 2010 2011 2010 2010 2009
TAX DECLARATION OR INDEX NUMBER (2) 2008-7L-2477 2008-5L-2470 2008-10l-1572 2008-7l-4979 2008-5L-2467 2008-5L-2468 2008-5L-2454
Prepared By:
LOT NUMBER (3) 1254 1313-A-5 4461-A-3 1543-J 1632-C-5 1632-C-6 1323-A-5-E
UNIT SALES VALUE (4) 597.01 500.00 464.28 414.93 335.00 300.00 258.62
Noted By: FE B. ALMIÑE Local Assessment Operations Officer 1
-54
LIVIO K. SARABIA, M.P.A.,REA City Assessor
DF - RPA (SMV) FORM NO. 1-A
TABULATION OF SALES VALUES FOR EACH CLASS OF COMMERCIAL INDUSTRIAL AND RESIDENTIAL LANDS TAKEN FORM DF-RPA (SMU) FORM NO. 1 CLASS:
R-4
LAND: RESIDENTIAL
YEAR OF TRANSACTION (1) 2013 2011 2014 2011 2013 2011 2014
TAX DECLARATION OR INDEX NUMBER (2) 2008-11L-1771 2008-4L-1589 2008-11L-1785 2008-11L-1763 2008-11L-1775 2008-11l-1727/1728 2008-11L-1797
Prepared By:
LOT NUMBER (3) 1-B-1 2261-A-4 1-A 3139 2137-A 795-D/795-E lot 3
UNIT SALES VALUE (4) 500.00 445.23 232.55 183.68 150.00 121.95 109.89
Noted By: FE B. ALMIÑE Local Assessment Operations Officer 1
-55-
LIVIO K. SARABIA, M.P.A.,R.E.A. City Assessor
DF - RPA (SMV) FORM NO. 1-A
TABULATION OF SALES VALUES FOR EACH CLASS OF COMMERCIAL INDUSTRIAL AND RESIDENTIAL LANDS TAKEN FORM DF-RPA (SMU) FORM NO. 1 CLASS:
R-5
LAND: RESIDENTIAL
YEAR OF TRANSACTION (1) 2010 2011 2011 2009 2014 2010
TAX DECLARATION OR INDEX NUMBER (2) 2008-4L-1632 2008-13L-2699 2008-15L-2584 2008-11L-1699 2008-4L-1878 2008-13L-2700
Prepared By: FE B. ALMIÑE Local Assessment Operations Officer 1
LOT NUMBER (3) 2256-F-1 3256-B-3-A-3-B 4348-D-1 2163-G 2306-B-4-C-3 3529-B-1
UNIT SALES VALUE (4) 200.00 182.14 181.40 125.78 70.42 50.00
Noted By:
56-
LIVIO K. SARABIA, M.P.A.,REA City Assessor
DF - RPA (SMV) FORM NO. 1-A
TABULATION OF SALES VALUES FOR EACH CLASS OF COMMERCIAL INDUSTRIAL AND RESIDENTIAL LANDS TAKEN FORM DF-RPA (SMU) FORM NO. 1 CLASS:
R-6
LAND: RESIDENTIAL
YEAR OF TRANSACTION (1) 2008 2012 2011 2009 2013 2012 2011 2010 2011
LOT NUMBER (3) 4307-F 3084-B 4307-G-1 2163-F-1 2996 2548-A-7 3396-E-2 4271-A 1882-A-1
2008-15L-2583 2008-9L-4504 2008-15L-2574 2008-11L-1700 2008-15L-4512 2008-8L-4312 2008-13L-2846 2008-15L-2523 2008-4L-1630
Prepared By: FE B. ALMIÑE Local Assessment Operations Officer 1
UNIT SALES VALUE (4) 311.17 152.17 144.92 125.78 99.84 83.33 73.85 68.96 57.37
Noted By:
-57
LIVIO K. SARABIA, M.P.A.,R.E.A. City Assessor
DF - RPA (SMV) FORM NO. 1-A
TABULATION OF SALES VALUES FOR EACH CLASS OF COMMERCIAL INDUSTRIAL AND RESIDENTIAL LANDS TAKEN FORM DF-RPA (SMU) FORM NO. 1 CLASS:
R-7
LAND: RESIDENTIAL
YEAR OF TRANSACTION (1) 2009 2008 2012 2008 2011
TAX DECLARATION OR INDEX NUMBER (2) 2008-8L-3875 2008-9L-3606 2008-12L-2491 2008-12L-2377 2008-12L-2403
Prepared By: FE B. ALMIÑE Local Assessment Operations Officer 1
LOT NUMBER (3) 2650-D-2-C 2787-B-9-B 44-A 44-G 37
UNIT SALES VALUE (4) 333.33 131.57 78.74 47.24 21.73
Noted By:
-58-
LIVIO K. SARABIA, M.P.A., R.E.A. City Assessor
Annex "C"
COMPUTATION FOR THE BASE MARKET VALUE
URBAN LAND
LAND : Commercial
Class : C-1
Approved Schedule for 2008
-
Php 4,200.00
Add :
-
Php 2,100.00
50 % increase
Hence : Php 4,200.00 + Php 2,100.00 =
-59-
Php 6,300.00/square meter
Annex "C"
COMPUTATION FOR THE BASE MARKET VALUE
URBAN LAND
LA Commercial
Class : C-2
Approved Schedule for 2008
-
Php 3,500.00
Add :
-
Php 1,750.00
50 % increase
Hence : 'Php 3,500.00 + Php 1,750.00 =
-60-
Php 5,250.00/square meter
Annex "C"
COMPUTATION FOR THE BASE MARKET VALUE
URBAN LAND
LAN
Commercial
Class :
Approved Schedule for 2008
Add :
-
50% increase
C-3
Php 3,000.00
Php 1,500.00
Hence : Php 3,500.00 + 1,750.00
-61-
Php 4,500.00/square meter
Annex "C"
COMPUTATION FOR THE BASE MARKET VALUE
URBAN LAND
LACommercial
Class : C-4
Approved Schedule for 2008
=
Add : 50% increase
Php 2,210.00
Php 1,105.00
=
Hence : Php 2,210.00 + 1,105.00
SAY:
-62-
Php 3,315.00
Php 3,320.00/square meter
Annex "C"
COMPUTATION FOR THE BASE MARKET VALUE
URBAN LAND
LAND : Commercial
Class : C-5
Approve Approved Schedule for 2008 Add :
50 % increase
Php 1,900.00
-
Php 950.00
Hence : Php 1,900.00 + 950.00
-63-
=
Php 2,850.00/square meter
Annex "C"
COMPUTATION FOR THE BASE MARKET VALUE
URBAN LAND
LAND :
Commercial
Class :
Arrange the unit sales values under column 4 of DF-RPA (SMV) FORM NO. I-A from the highest to the lowest value:
No.
Unit Sales Value
1
=
Php 8,256.88
2
=
Php 2,551.02
3
=
Php 2,469.13
4
=
Php 1,874.50
5
=
Php 1,630.00
6
=
Php 1,401.86 Total
(1)
Averag Php 18,183.39 6
(2)
Middlemost Sales Value
(3)
Unit Base Market Value
=
-64-
Php 3,030.56
Php 2,469.13
Php 3,030.56 + Php 2,469.13 2
SAY
Php18,183.39
=
Php 2,749.84
Php 2,750.00/square meter
C-6
Annex "C"
COMPUTATION FOR THE BASE MARKET VALUE
URBAN LAND
LAND : Commercial
Class : C-7
Approved Schedule for 2008
=
Php 1,300.00
=
Add : 50% increase
=
Php 650.00
Hence : Php 1,300.00 + 650.00
-65-
=
Php 1,950.00 per square meter
Annex "C"
COMPUTATION FOR THE BASE MARKET VALUE
URBAN LAND
LAND : Commercial
Class : C-8
Approved Schedule for 20
-
Php 1,200.00
Add :
-
Php 600.00
50 % increase
Hence : Php 1,200.00 + 600.00
-66-
=
Php 1,800.00/square meter
Annex "C"
COMPUTATION FOR THE BASE MARKET VALUE
URBAN LAND
LAND : Commercial
Class : C-9
Approved Schedule for 20
-
Php 960.00
Add :
-
Php 480.00
50 % increase
Hence : Php 9Php 960.00 + 480.00
-67-
Php 1,440.00/square meter
Annex "C"
COMPUTATION FOR THE BASE MARKET VALUE
URBAN LAND
LAND :
Commercial
Class :
C-10
Arrange the unit sales values under column 4 of DF-RPA (SMV) FORM NO. I-A from the highest to the lowest value:
No.
Unit Sales Value
1
=
Php 2,144.46
2
=
Php 2,074.68
3
=
Php 1,200.00
4
=
Php 1,119.40
5
=
Php 1,106.19
6
=
Php 875.00
7
=
Php 806.45
8
=
Php 250.00
Total
Php 9,576.18
(1)
Average
Php 9,576.18 8
=
Php 1,197.02
(2)
Middlemost Sales Value
=
Php 1,106.19
(3)
Unit Base Market Value Php 1,197.02 + Php 1,106.19 = 2
SAY -68-
Php 1,151.60
-
Php 1,150.00/square meter
Annex "C"
COMPUTATION FOR THE BASE MARKET VALUE
URBAN LAND
LAND :
Commercial
Class :
Arrange the unit sales values under column 4 of DF-RPA (SMV) FORM NO. I-A from the highest to the lowest value:
No.
Unit Sales Value
1
=
Php 2,610.96
2
=
Php 1,530.61
3
=
Php 1,200.00
4
=
Php 1,118.21
5
=
Php 625.00
6
=
Php 497.07
7
=
Php 253.33
8
=
Php 250.00
Total
Php 8,085.18
(1)
Average
Php 8,085.18 8
=
Php 1,010.64
(2)
Middlemost Sales Value
=
Php 1,118.21
(3)
Middlemost Sales Value =
Php 1,064.42
Php 1,010.64 + Php 1,118.21 2
SAY
-69-
= Php 1,060.00/square meter
C-11
Annex "C"
COMPUTATION FOR THE BASE MARKET VALUE
URBAN LAND
LAND :
Commercial
Class :
Arrange the unit sales values under column 4 of DF-RPA (SMV) FORM NO. I-A from the highest to the lowest value:
No.
Unit Sales Value
1
=
Php 1,000.00
2
=
'Php 900.00
3
=
Php 896.86
4
=
Php
655.20
5
=
Php
500.00
6
=
Php
465.51
Total
Php 4,417.57
(1)
Average
Php 4,417.57 6
=
Php 736.26
(2)
Middlemost Sales Value
=
Php 655.20
(3)
Unit Base Market Value =
Php 695.73
Php 736.26 + Php 655.20 2
SAY
Php 700.00
-70-
C-12
Annex "C"
COMPUTATION FOR THE BASE MARKET VALUE
URBAN LAND
LAND :
Commercial
Class :
Arrange the unit sales values under column 4 of DF-RPA (SMV) FORM NO. I-A from the highest to the lowest value: No.
Unit Sales Value
1
=
Php 1,465.79
2
=
Php 1,214.57
3
=
Php 1,000.00
4
=
Php 608.62
5
=
Php 408.16
6
=
Php 214.59
7
=
Php 204.91
8
=
Php 117.37
9
=
Php 104.16
Total
Php 5,338.17
(1)
Average
Php 5,338.17 9
=
Php 593.13
(2)
Middlemost Sales Value
=
Php 408.16
(3)
Unit Base Market Value '=
Php 500.64
Php 593.13 + 408.16 2
SAY
= Php 500.00/square meter -71-
C-13
Annex "C"
COMPUTATION FOR THE BASE MARKET VALUE
INDUSTRIAL LAND
I-1
-
No Sales
I-2
-
No Sales
I-3
-
No Sales
I-4
-
1.) Php 429.79
-
2.) Php 208.77 Php 638.56/2 = 319.28 + 208.77 = 528.05/2 = 264.02 SAY
= 260.00
Considering that no valid sales had been effected on Industrial Lands, sub-class 1, 2 & 3, its corresponding increase shall be based on TRENDING METHOD - a percentage increase based on sales analysis of industrial lands sub-classified as 4th class, which is:
From Php 180.00 to Php 260.00 = difference of Php 80.00 '
Php 80.00/120.00 = 44% increase
-72-
Annex "C"
COMPUTATION FOR THE BASE MARKET VALUE
INDUSTRIAL LAND
LAND: Industrial
CLASS: I-1
Approved Schedule for
-
Php 600.00
Add: 50% increase
-
Php 300.00
'=
Php 900.00
Hence: Php 600.00 + Php SAY
=
Php 900.00/square meter
-73-
Annex "C"
COMPUTATION FOR THE BASE MARKET VALUE
INDUSTRIAL LAND
CLASS: I-2
LAND: Industrial
Approved Schedule for 2008
-
Php 420.00
Add: 50% increase
-
Php 210.00
Hence: 'Php 420.00 + Php 210.00
=
Php 604.80 =
SAY
-74-
Php 600.00/square meter
Annex "C"
COMPUTATION FOR THE BASE MARKET VALUE
INDUSTRIAL LAND
CLASS: I-3
LAND: Industrial
Approved Schedule for 2008
-
Php 300.00
Add: 50% increase
-
Php 150.00
Hence: Php 300.00 + Php 150.00
=
Php 450.00 =
SAY
-75-
Php 450.00/square meter
Annex "C"
COMPUTATION FOR THE BASE MARKET VALUE
INDUSTRIAL LAND
CLASS: I-4
LAND: Industrial
Approved Schedule for 2008
-
Php 180.00
Add: 50% increase
-
Php 90.00
Hence: Php 180.00 + Php 90.00
=
-76-
Php 270.00 per sq. m.
Annex "C"
COMPUTATION FOR THE BASE MARKET VALUE URBAN LAND
LAND :
Residential
Class :
R-1
Arrange the unit sales values under column 4 of DF-RPA (SMV) FORM NO. I-A from the highest to the lowest value:
No.
Unit Sales Value
1
-
Php 1,230.76
2
-
Php 1,213.59
3
-
Php 1,185.77
4
-
Php 909.09
5
-
Php 675.67
6
-
Php 502.51
Total
Php 5,717.39
(1)
Average
Php 5,717.39 6
=
Php 952.89
(2)
Middlemost Sales Value
=
Php 909.90
(3)
Unit Base Market Value =
Php 931.39
Php 952.89 + 909.90 2
SAY
-77-
Php 930.00/square meter
Annex "C"
COMPUTATION FOR THE BASE MARKET VALUE URBAN LAND
LAND :
Residential
Class :
R-2
Arrange the unit sales values under column 4 of DF-RPA (SMV) FORM NO. I-A from the highest to the lowest value:
No.
Unit Sales Value
1
-
Php 1,741.29
2
-
Php 609.75
3
-
Php 500.00
4
-
Php 371.74
5
-
Php 370.00
6
Php 125.00 Total
-
Php
3,717.78
(1)
Average
Php 3,717.78 6
=
Php 619.63
(2)
Middlemost Sales Value
=
Php 500.00
(3)
Unit Base Market Value Php 619.63 + 500.00 2
=
Php 559.81/square meter
SAY Php 560.00/square meter
-78-
Annex "C"
COMPUTATION FOR THE BASE MARKET VALUE URBAN LAND
LAND : Residential
Class :
R-3
Arrange the unit sales values under column 4 of DF-RPA (SMV) FORM NO. I-A from the highest to the lowest value:
No.
Unit Sales Value
1
-
Php 597.01
2
Php 500.00
3
-
Php 464.28
4
Php 414.93
5
-
Php 335.00
6
-
Php 300.00
7
Php 258.62 Total
(1)
Average
-
Php 2,869.84 7
(2)
Middlemost Sales Value
(3)
Unit Base Market Value
Php 409.97
=
Php 409.97 + 414.93 2
SAY
Php 2,869.84
=
=
Php 414.93
Php 412.45
Php 410.00/square meter
-79-
Annex "C"
COMPUTATION FOR THE BASE MARKET VALUE URBAN LAND
LAND :
Residential
Class :
R-4
Arrange the unit sales values under column 4 of DF-RPA (SMV) FORM NO. I-A from the highest to the lowest value:
No.
Unit Sales Value
1
-
'Php 500.00
2
-
'Php 445.23
3
-
Php 232.55
4
-
Php 183.68
5
-
Php 150.00
6
-
Php 121.95
7
-
Php 109.89
Total
-
Php 1,743.30
(1)
(2)
(3)
Average
Php 1,743.30 7
'Php 249.04
Middlemost Sales Value
=
Php 183.68
=
Php 216.36
Unit Base Market Value Php 249.04 + 183.68 2
SAY
-80-
Php 220.00/square meter
Annex "C"
COMPUTATION FOR THE BASE MARKET VALUE URBAN LAND
LAND :
Residential
Class :
R-5
Arrange the unit sales values under column 4 of DF-RPA (SMV) FORM NO. I-A from the highest to the lowest value:
No.
Unit Sales Value
1
-
Php 200.00
2
-
Php 182.14
3
-
Php 181.40
4
-
Php 125.78
5
-
Php 70.42
6
-
Php 50.00
-
Php 809.74
Total
Php 809.74 5
(1)
Average
(2)
Middlemost Sales Value
(3)
Unit Base Market Value Php 134.95 + 125.78 2
SAY
-81-
=
Php 134.95
=
Php 125.78
=
Php 130.36
Php 130.00/square meter
Annex "C"
COMPUTATION FOR THE BASE MARKET VALUE URBAN LAND
LAND :
Residential
Class :
R-6
Arrange the unit sales values under column 4 of DF-RPA (SMV) FORM NO. I-A from the highest to the lowest value:
No.
Unit Sales Value
1
-
2
Php 311.17 -
Php 152.17
3
-
Php 144.92
4
-
Php 125.94
5
-
Php 99.84
6
-
Php 83.33
7
Php 73.85
8
Php 68.96
9
Php 57.37 Total Php 1,116.63 9
(1)
Average
(2)
Middlemost Sales Value
(3)
Unit Base Market Value
=
'Php 124.07
=
Php 124.07 + 99.84 2
'=
SAY
-82-
Php1,116.63
Php 99.84
Php 111.95
Php 110.00/square meter
Annex "C"
COMPUTATION FOR THE BASE MARKET VALUE URBAN LAND
LAND :
Residential
Class :
R-7
Arrange the unit sales values under column 4 of DF-RPA (SMV) FORM NO. I-A from the highest to the lowest value:
No.
Unit Sales Value
1
-
Php 219.78
2
-
Php 150.00
3
-
Php 78.74
4
-
Php 47.24
5
-
Php 21.73 Total
Php 517.49 5
-
Php 517.49
=
(1)
Average
(2)
Middlemost Sales Value
(3)
Unit Base Market Value
Php 103.49
=
Php 78.74
Php 103.49 + 78.74 2
Php 90.99
SAY
-83-
=
Php 90.00/square meter
CRITERIA SUB-CLASSIFICATION OF LANDS SITUATED IN RESIDENTIAL, COMMERCIAL & INDUSTRIAL AREAS IN THIS CITY
I.
I.
FIRST CLASS COMMERCIAL LANDS a) b) c) d) e)
II.
COMMERCIAL LANDS
Located along concrete road or asphalted road; Where the highest trading, social or educational activities of the city take place; Where concrete and high grade commercial or business buildings are situated Where vehicular and pedestrian traffic flow are exceptionally busy; and Apparently command the highest land value of the city.
SECOND CLASS COMMERCIAL LANDS a) Along concrete or asphalted roads; b) Where semi-concrete commercial or business buildings are situated; and c) Where trading, social or educational activities are considerably high, but fail short from the 1st class commercial lands.
III.
THIRD CLASS COMMERCIAL LANDS a) Along concrete or asphalted roads; b) Where trading, social or educational activities are significantly less than the second class commercial lands; c) Where average commercial or business buildings are situated; d) Where vehicular and pedestrian traffic flow are fairly busy; and e) Commands lesser value than the 3rd class commercial lands.
IV.
FOURTH CLASS COMMERCIAL LANDS a) b) c) d) e)
V.
FIFTH CLASS COMMERCIAL LANDS a) b) c) d) e)
VI.
Along concrete asphalted road; Where trading, social or educational activities are significantly low but predominant; Where mixed commercial and residential buildings are situated; Where vehicular and pedestrian traffic flow are regularly less busy; and Commands lesser value than the 3rd class commercial lands.
Along concrete or asphalted road; Where trading, social or educational activities are significantly low, but predominant; Where mixed commercial and residential buildings are situated; Where vehicular and pedestrian traffic flow are regularly less busy; and Commands lesser value than the 4th class commercial lands.
SIXTH CLASS COMMERCIAL LANDS a) b) c) d) e)
Along concrete or asphalted road; Where trading, social or educational activities are significantly low, but predominant; Where mixed commercial and residential buildings are situated; Where vehicular and pedestrian traffic flow are regularly less busy; and Commands lesser value than the 5th class commercial lands.
-84-
VII.
SEVENTH CLASS COMMERCIAL LANDS a) b) c) d) e)
VIII.
EIGHT CLASS COMMERCIAL LANDS a) b) c) d) e)
IX.
Along concrete or asphalted road; Where trading, social or educational activities are significantly low, but predominant; Where mixed commercial and residential buildings are situated; Where vehicular and pedestrian traffic flow are regularly less busy; and Commands lesser value than the 6th class commercial lands.
Along all-weather roads; Where trading, social or educational activities are significantly low, but predominant; Where mixed commercial and residential buildings are situated; Where vehicular and pedestrian traffic flow are regularly less busy; and Commands lesser value than the 7th class commercial lands.
NINTH CLASS COMMERCIAL LANDS a) Commands lesser value than the 8th class commercial lands
X.
TENTH CLASS COMMERCIAL LANDS a) Commands lesser value than the 9th class commercial lands
XI.
ELEVENTH CLASS COMMERCIAL LANDS a) Commands lesser value than the 10th class commercial lands
XII.
TWELVTH CLASS COMMERCIAL LANDS a) Commands lesser value than the 11th class commercial lands
XIII.
THIRTEENTH CLASS COMMERCIAL LANDS a) Commands lesser value than the 11th class commercial lands
-85-
II. I.
RESIDENTIAL LANDS
FIRST CLASS RESIDENTIAL LANDS a) Along concrete road; b) Where high grade apartment or residential buildings are predominantly situated; c) Where public utility transportation facilities are exceptionally regular towards major trading centers; d) Located next to a commercially classified lands; e) Where water electric and telephone facilities are available; f) Commands the highest residential land value in the city or municipality; and g) Free of squatters
II.
SECOND CLASS RESIDENTIAL LANDS a) Along concrete or asphalted road; b) Where semi-high grade apartment or residential buildings are predominantly situated; c) Where public utility transportation facilities are fairly regular towards major trading industry; d) Located next to the 1st class residential lands; e) Where water, electric and telephone facilities are available; f) Commands lesser value than the 1st class residential lands; and g) Free of squatters.
III.
THIRD CLASS RESIDENTIAL LANDS a) b) c) d) e) f)
IV.
FOURTH CLASS RESIDENTIAL LANDS a) b) c) d) e) f)
V.
Along all weather roads; Where average grade residential buildings are predominantly situated; Where public utility transportation facilities are regular towards major trading center; Located next to the 2nd class residential lands; Where water and electric facilities are available; and Commands lesser value than the 2nd class residential lands.
Along all-weather roads; Where low-grade residential buildings are predominantly situated; Located next to the 3rd class residential lands; Where public utility transportation facilities are irregular; Where sources of water facilities are commonly pump wells; and Commands lesser value than the 3r5d class residential lands;
FIFTH CLASS RESIDENTIAL LANDS a) b) c) d) e) f)
Along all-weather roads; Where residential buildings are still scarcely constructed; Where public water and electric facility sources are not rapidly available; Located to the 4th class residential lands; Transportation facilities are exceptionally irregular; and Predominantly undeveloped residential lands
-86-
VI.
SIXTH CLASS RESIDENTIAL LANDS a) b) c) d) e) f)
VII.
Along the weather roads; Where residential buildings are very scarce; Where public water and electric facility sources are not available; Located farthest residential lands from trading centers; Transportation facilities are exceptionally mirregular; and Mix land use area residential and agricultural.
SEVENTH CLASS RESIDENTIAL LANDS a) Commands lesser value than the 6th class residential lands. III.
INDUSTRIAL LANDS
I.
FIRST CLASS INDUSTRIAL LANDS
II.
SECOND CLASS INDUSTRIAL LANDS a) Along concrete or asphalted public road, pier, seacost or navigable river; b) Located within a distance of more than 1,000 meters but not beyond 2,000 meters to the major tr5ading centers of the city; c) Where the3 vicinity is extensively used for industrial purposes; and d) Commands lesser land value than the 1st class industrial lands.
III.
THIR5D CLASS INDUSTRIAL LANDS a) Located more than 2,000 meters to the major trading centers of the city but not beyond 3,000 meters; b) Where the vicinity is extensively used for industrial purposes; and c) Commands lesser land value than the 2nd class industrial lands.
IV.
FOURTH CLASS INDUSTRIAL LANDS a) Located more than 4,000 meters to the major trading centers of the city; b) Where the vicinity is extensively used for industrial purposes; and c) Commands lesser land value than the 3rd class industrial lands.
‘-87-
SCHEDULE OF BASE UNIT VALUES FOR AGRICULTURAL LANDS
A.
LAND
CLASS AND BASE UNIT MARKET VALUES (per hectare)
Kind of Land
1st
2nd
3rd
1. Coconut land, rice land (unirrigated) and orchard
181,440.00 141,120.00 100,800.00
2. Nipa land including palm and corn land
172,840.00 141,120.00
90,720.00
3. Bamboo land and Banana land
161,280.00 120,960.00
80,640.00
4. Ubi, Camote and Palao land
100,800.00 79,800.00
50,400.00
5. Pasture, Wood and Cogonal land
80,640.00
30,240.00
-88-
50,400.00
Annex "B"
STATEMENT OF SALES VALUES FOR AGRICULTURAL LANDS
LAND : Cornland Tax Dec. No. Or Index No. (1) 1 2008-12L-2570 2008-12L-2591 2008-6L-0609 2008-14L-2758 2008-6L-0624 2008-12L-2622
Lot No. 2 4203-D-2 5884 5715-A 5725-E-2-C 6005 4209-B-1
Location (St./Blk./Dist./Brgy.) 3 San Isidro District San Isidro District Cabawan District Tiptip District Cabawan District San Isidro District
Kind of Land (Res./Comm./lnd.) 4 Maizal Maizal Maizal Maizal Maizal Maizal
Sub-Class (1st etc.) 5 1st 1st 1st 1st 1st 1st
PREPARED BY:
Sales Values 6 50,000.00 300,000.00 30,000.00 1,410.00 100,000.00 20,000.00
Area (sq.m.) 7 0.1351 0.0732 0.17106 0.0141 1.1143 0.4652
Sales Values (per sq. m) 8 370,096.22 240,269.10 175,849.94 100,000.00 89,742.43 42,992.26
Year of Transaction 9 2013 2010 2012 2014 2013 2013
Document File No. 10 2008-12L-2570 2008-12L-2591 2008-6L-0609 2008-14L-2758 2008-6L-0624 2008-12L-2622
NOTED BY: FE B. ALMIÑE
LIVIO K. SARABIA, M.P.A., R.E.A.
Local Assessment Operations Officer 1
City Assessor -89-
DF-RPA SMV FORM NO.I TABULATION OF SALES VALUES FOR EACH CLASS OF AGRICULTURAL LANDS TAKEN FROM DF-RPA (SMV) FORM NO. 1
LAND: Cornland
Class: 1st Class
2008-12L-2570
4203-D-1
Location (St./Blk./Dist./Brgy. 3 San Isidro Dist.
2008-12L-2591
5884
San Isidro Dist.
Agr'l.
Maizal 1st
300,000.00
1.2486
240,269.10
2010
2008-6L-0609
5715-A
Cabawan District
Agr'l.
Maizal 1st
30,000.00
0.1706
175,849.94
2012
2008-14L-2758
5725-E-2-C
Tiptip District
Agr'l.
Maizal 1st
1,410.00
0.0141
100,000.00
2014
2008-6L-0624
6005
Cabawan District
Agr'l.
Maizal 1st
100,000.00
1.1143
89,742.43
2013
2008-12L-2622 to 2628
4209-B-1 to 4209-B-7
San Isidro Dist.
Agr'l.
Maizal 1st
20,000.00
0.4652
42,992.26
2013
Tax Dec. No. Or Index No.(1) 1
Lot No. 2
Kind of Land (Res/Comm./Ind.) 4 Agr'l.
Sub-Class (1st, etc.) 5 Maizal 1st
Sales Values
PREPARED BY:
6 50,000.00
Area (sq.m.) 7 0.1351
Sales Values (per sq.m.) 8 370,096.22
Year of Transaction 9
2013
NOTED BY:
FE B. ALMIÑE Local Assessment Operations Officer 1
LIVIO K. SARABIA, M.P.A., R.E.A. City Assessor -90-
Annex "C"
COMPUTATION FOR THE BASE MARKET VALUE
AGRICULTURAL LAND
LAND: Cocal, unirrigated Rice land & Orchard land
CLASS: 1st
Approved Schedule for 2008
-
Php 86,400.00
Add: 110% increase
-
Php 95,040.00
=
Php 181,440.00/hectare
Hence: Php 86,400.00 + Php 95,040.00
-92-
Annex "C"
COMPUTATION FOR THE BASE MARKET VALUE
AGRICULTURAL LAND
LAND: Cocal, unirrigated Rice land & Orchard land
CLASS: 2nd
Approved Schedule for 2008
-
Php 67,200.00
Add: 110% increase
-
Php 73,920.00
Hence:
Php 67,200.00 + Php 73.920.00
-93-
= Php 141,120.00/hectare
Annex "C"
COMPUTATION FOR THE BASE MARKET VALUE
AGRICULTURAL LAND
LAND: Cocal, unirrigated Rice land & Orchard land
CLASS: 3rd
Approved Schedule for 2008
-
'Php 48,000.00
Add: 110% increase
-
'Php 52,800.00
Hence: Php 48,000.00 + Php 52,800.00
-94-
=
Php 100,800.00/hectare
Annex "C"
COMPUTATION FOR THE BASE MARKET VALUE
AGRICULTURAL LAND
LAND : Corn/Nipa/Palm Land
CLASS: 1st
Arrange the unit sales values under column 4 of DF-RPA (SMV) FORM NO. 1-A from the highest to the lowest value: No.
Unit Sales Value
1
-
Php 370,096.22
2
-
Php 240,269.10
3
-
Php 175,849.94
4
-
Php 100,000.00
5
-
Php 89,742.43
6
-
Php 42,992.26
Total
Php 1,018,949.95
-
(1) Average Php 1,018,949.95
Php 169,824.99
6 (2) Midlemost Sales Value
Php 175,849.94
-
(3) Unit Base Market Value Php 169,824.99 + Ph hp 175,849.94 /2 = Php
172,837.46
Php 172,840.00/per square meter
-95-
Annex "C"
COMPUTATION FOR THE BASE MARKET VALUE
AGRICULTURAL LAND
LAND: Corn/Nipa & Palm Land
CLASS: 2nd
Approved Schedule for 2008
-
Php 67,200.00
Add: 110% increase
-
Php 73,920.00
Hence: Php 67,200.00 + Php 73,920.00
-96-
= Php 141,120.00/hectare
Annex "C"
COMPUTATION FOR THE BASE MARKET VALUE
AGRICULTURAL LAND
LAND: Corn/Nipa & Palm Land
CLASS: 3rd
Approved Schedule for 2008
-
Php 43,200.00
Add: 110% increase
-
Php 47,520.00
=
Php 90,720.00/hectare
Hence: Php 43,200.00 + Php 47,520.00
-97-
Annex "C"
COMPUTATION FOR THE BASE MARKET VALUE
AGRICULTURAL LAND
LAND: Bamboo & Banana land
CLASS: 1st
ApprovedSchedule for 2008
-
Php 76,800.00
Add: 110% increase
-
Php 84,480.00
Hence: Php 76,800.00 + Php 84,480.00
-98-
= Php 161,280.00/hectare
Annex "C"
COMPUTATION FOR THE BASE MARKET VALUE
AGRICULTURAL LAND
LAND: Bamboo & Banana land
CLASS: 2nd
Approved Schedule for 2008
-
Php 57,600.00
Add: 110% increase
-
Php 63.360.00
=
Php 120,960/hectare
Hence: Php 57,600.00 + Php 63,360.00
-99-
Annex "C"
COMPUTATION FOR THE BASE MARKET VALUE
AGRICULTURAL LAND
LAND: Bamboo & Banana land
CLASS: 3rd
Approved Schedule for 2008
-
Php 38,400.00
Add: 110% increase
-
Php 42,240.00
=
Php 80,640.00/hectare
Hence: Php 38,400.00 + Php 42,240.00
-100-
Annex "C"
COMPUTATION FOR THE BASE MARKET VALUE
AGRICULTURAL LAND
LAND: Ubi,Camote & Palao land
CLASS: 1st
Approved Schedule for 2008
-
Php 48,000.00
Add: 110% increase
-
Php 52,800.00
Hence:
Php 48,000.00 + Php 52,800.00
-101-
=
Php 100,800.00/hectare
Annex "C"
COMPUTATION FOR THE BASE MARKET VALUE
AGRICULTURAL LAND
LAND: Ubi,Camote & Palao land
CLASS: 2nd
Approved Schedule for 2008
-
Php 38,000.00
Add: 110% increase
-
Php 41,800.00
Hence:
Php 38,000.00 + Php 41,800.00
-102-
=
Php 79,800.00/hectare
Annex "C"
COMPUTATION FOR THE BASE MARKET VALUE
AGRICULTURAL LAND
LAND: Ubi,Camote & Palao land
CLASS: 3rd
Approved Schedule for 2008
-
Php 24,000.00
Add: 110% increase
-
Php 26,400.00
Hence:
Php 24,000.00 + Php 26,400.00
-103-
=
Php 50,400.00/hectare
Annex "C"
COMPUTATION FOR THE BASE MARKET VALUE
AGRICULTURAL LAND
LAND: Pasture, Wood & Cogonal Land
CLASS: 1st
Approved Schedule for 2008
-
Php 38,400.00
Add: 110% increase
-
Php 42,240.00
=
Php 80,640.00/hectare
Hence:
Php 38,400.00 + Php 42,240.00
-104-
Annex "C"
COMPUTATION FOR THE BASE MARKET VALUE
AGRICULTURAL LAND
LAND: Pasture, Wood & Cogonal Land
CLASS: 2nd
Approved Schedule for 2008
-
Php 24,000.00
Add: 110% increase
-
Php 26,400.00
=
Php 50,400.00/hectare
Hence:
Php 24,000.00 + Php 26,400.00
-105-
Annex "C"
COMPUTATION FOR THE BASE MARKET VALUE
AGRICULTURAL LAND
LAND: Pasture, Wood & Cogonal Land
CLASS: 3rd
Approved Schedule for 2008
-
Php 14,400.00
Add: 110% increase
-
Php 15,840.00
Hence:
Php 14,400.00 + Php 15,840.00
-106-
Php 30,240.00/hectare
"ANNEX E"
A. PRODUCTIVITY CLASSIFICATION Productivity of agricultural land shall be classified according to their actual or potential annual production per hectare. Fruit bearing trees and perennial plants shall also be classified to their annual production per tree.
1. a) COCONUT LAND 1st Class -
land which is capable of growing coconut trees that will produce an average of more than 70 nuts per tree annually.
2nd Class -
land which is capable of growing coconut trees that will produce an average of from 50 to 70 nuts per tree annually.
3rd Class -
land which is capable of growing coconut trees that will produce an average of 30 to 49 nuts per tree annually. b) RICE LAND (UNIRRIGATED)
1st Class
-
with a productivity of more than 50 cavans of palay annually per hectare
2nd Class -
with a productivity of from 30 to 49 cavans of palay annually per hectare
3rd Class
with a productivity of less than 30 cavans of palay annually per hectare
-
c) ORCHARD OR FRUIT LAND 1st Class
-
all orchards, etc., situated within 1 kilometer from the Poblacion, any market place, from any national, provincial or municipal road which is properly maintained and passable by motor vehicle.
2nd Class
-
all orchards situated at a distance of from over 1 to 2 kilometers from the points or place stated above.
3rd Class
-
all orchards not falling within 1st and 2nd class categories stated above. 2. a) NIPA LAND
1st Class
-
all lands capable of producing annually for each hectare more than 50,000 nipa shingles.
2nd Class
-
all lands capable of producing annually for each hectare from 30,000 to 50,000 nipa shingles.
3rd Class
-
all lands capable of producing annually for each hectare from 20,000 to 30,000 nipa shingles. -107-
b) CORN LAND 1st Class -
land which is capable of producing annually for each hectare more than 45 cavans of corn.
2nd Class -
land which is capable of producing annually for each hectare from 28 to 44 cavans of corn.
3rd Class -
land which is capable of producing annually for each hectare less than 28 cavans of corn. 3. a) BAMBOO LAND
1st Class -
all lands producing over 1,440 poles per hectare per year.
2nd Class -
all lands producing 1,080 - 1,440 poles per hectare per year.
3rd Class -
all lands producing less than 1,080 poles per hectare per year b) BANANA LAND
1st Class
-
land which is capable of growing banana plants that produce more than 900 bunches per hectare annually
2nd Class -
land which is capable of growing banana plants that produce 600 - 899 bunches per hectare annually
3rd Class
land which is capable of growing banana plants that produce
-
less than 600 bunches per hectare annually 3. a) UBI LAND 1st Class -
all lands producing over 5,600 kilos per hectare per year.
2nd Class -
all lands producing less than 4,000 kilos per hectare per year b) CAMOTE LAND
1st Class
- all lands producing over 7,000 kilos per hectare per year.
2nd Class - all lands producing 5,600 - 7,000 kilos per hectare per year. 3rd Class
-
all lands producing less than 5,600 kilos per hectare per year. c) PALAO LAND
1st Class
- land which is capable of growing plants that produce more than 2,000 heads per hectare annually.
2nd Class - land which is capable of growing plants that produce 1,500 2,000 heads per hectare annually. 3rd Class -
land which is capable of growing plants that produce less than 1,500 heads per hectare annually. -108-
4. a) PASTURE, WOOD & COGONAL LAND 1st Class
-
all lands situated within 1 kilometer from the Poblacion market place, national, provincial or municipal roads, properly maintained and possible by motor vehicle carts, navigable waters or railway station.
2nd Class
-
all lands situated at a distance of from over 1-2 kilometers from the point or places stated in item for first stated above.
3rd Class
-
all such kind of lands falling with the 1st and 2nd class categories stated above.
-109-
TYPE OF ROADS a) Provincial or National Highway
-
no deduction from basic value 100%
b) Fro other all weather roads
-
3% deduction from basic value 100%
c) Dirt roads
-
6% deduction from basic value 100%
d) For no road outlet
-
9% deduction from basic value 100%
TYPE OF LOCATION
ADJUSTMENT FACTORS
Distance in km to:
-
0 to 1 over 1 to 3 over 3 to 6 over 6 to 9 over 9
-
a) All weather road
-2% -4% -6% -8%
b) Local trading center (Pob) -
+5% 0% -2% -4% -6%
Distance of property from all-weather road, railroad station, landing places along sea coast and from trading center (Pob), shall be measure from corner of the lot or parcel nearest to such road or center. All-weather roads include municipal, provincial, national and all other public roads travelsable by trucks, cars and other forms of motor vehicles under any kind of weather.
APPRAISAL OF TIMBER AND FOREST LANDS Timber and forest lands shall be appraised and assessed in accordance with the provisions of Presidential Decree No. 853 as amended by Presidential Decree No. 888 and as implemented under Assessment Regulation No. 3-76 dated February 9, 1976 of this Department.
APPRAISAL OF MINERAL LANDS Mineral lands shall be valued in accordance with the schedule of market values for such land fixed under Provincial Circular No. 3-78 dated January 24, 1973 of Department of Finance.
APPRAISAL OF MACHINERIES All kinds of machineries classified as real property shall be appraised and assessed in accordance with the provisions of the Department Order No. 32-73 dated June 18, 1973 of this Department. -110-
CLASSIFICATION OF BUILDINGS & IMPROVEMENTS
Building shall be classified according to their use and construction characteristics and unit values established for each class and sub-class together with a set of addition and deduction factors. Building shall be classified according to its structural characteristics, as follows: TYPE I
-
REINFORCED CONCRETE
A) Reinforced concrete columns, beams and floors, CHB wallings, and GIS roofing. (For roof de deck see schedule of extras) B) Reinforced concrete columns and beams, steel truss, reinforced concrete and wood flooring, CHB wallings and GIS roofing. C) Reinforced concrete columns, wooden beams, reinforced concrete and wood flooring, CHB wallings and GIS roofing. TYPE II -
SEMI-CONCRETE
A) Reinforced concrete columns and wooden posts, CHB walls, cement wooden floors, floor joists and roof framing & GIS roofing. B) Reinforced cconcrete columns and wooden posts, CHB and wooden walls, cement/wooden floors, floor joists, roof framing and GIS roofing. C) Plain concrete and wooden posts, CHB and wooden walls, cement wooden floors, Floor joists, roof framing and GIS roofing. TYPE III -
WOODEN MATERIALS
A) 1st group - wooden structural framings, wood sidings, cement of wood flooring and GIS roofing. B) 2nd group - wooden structural framings, wood sidings, cement or wood flooring and GIS roofing. C) 3rd group - wooden structural framings, wood sidings, cement or wood flooring, and GIS roofing. D) 3rd group - wooden structural framings, wood sidings, cement/wood flooring, GIS/ Nipa roofing. E) 3rd group - wooden structural framings, wood & bamboo sidings, cement &bamboo Flooring, GIS and nipa roofing. TYPE IV -
TEMPORARY STRUCTURES (Bamboo & Nipa)
-111-
KINDS OF BUILDINGS 1. One Family Dwelling - a detached building designed for occupied exclusively by one family. 2. Two Family Dwelling - a detached building designed designed for occupied exclusively by two families living independently of each other in their respective dwelling units. 3. Multiple Dwelling - a building used as a house or residence of three or more families living independently from one another, each occupying or more rooms as a single housekeeping unit. 4. Accessoria or Row House - a house of not more than two storeys composed of a row of dwelling units entirely separated from one another by partly wall or walls and with an independent entrance for each dwelling unit. 5. Apartment House - a house with apartment for five or more families living Independently of one another and doing their cooking on the premises, but with one or more entrance common to the apartment.
6. 7. 8.
9. 10.
Apartment - a room or suite of two or more rooms, designed and intended for or occupied by one family for living, sleeping and cooking purposes. Boarding House - a house containing not more than 15 sleeping rooms where lodging is provided for a fixed compensation. Lodging House a building containing not more than 15 sleeping rooms where lodging is provided for a fixed compensation. Accessory Building - a building subordinate to the main building on the same lot and use for purposes customarily incidental to those of the main building such as servants quarters, garage, pump house, etc. School Building a building mainly used for classrooms/offices and others for educational purposes. Hotel a building with more than 15 sleeping rooms, usually occupied singly, where transients are provided with temporary lodging, wit or without meals, and no cooking facilities are provided in any individual suite. Office Building - a building mainly used for stores and/or offices. Banks Condominiums Clinic
11. Theater
-
a building specially designed for the presentation of plays, operas, motion pictures, etc. Church Assembly House
-112-
12. Factory Buildings -
a building utilized for manufacturing goods or finished products, manufacturing plants. Warehouse/Bodega Industrial Bldg. Hangars
13. Supermarket, Shopping Centers - a building used as a market (large) or store, specially a food store, operated in part of a self-serve, cash and carry basis Restaurant Store Bakery Water Refilling Station Internet Café Funeral Homes Tailoring & Dress Shop Beauty Parlor 14. Gymnasium/Coliseum - a building mainly used for sports activities, concerts, etc. 15. Recreation Building - a building used for recreational purposes like a bowling or billard hall, night club, clubhouse, etc. 16. Saw Mills Lumber Sheds Shops 17. Gasoline Service Station 18. Swimming Pool, Bathhouse The fair and current market value of old buildings shall be computed on the basis of replacement cost less depreciation. Replacement cost shall be computed on the basis of the schedule of building unit values which is reflective of the current cost of labor and building materials. Old buildings shall be valued as now and the corresponding allowable depreciation deducted to arrive at their current and fair market value.
-113-
TABLE BUILDING COST AS OF 2017 Type of
1
2
4
5
8
9
10
11
12
13
14
15
16
17
One Family
Two
Accessoria
Apartment
Accessoria
School
Hotel
Theater
Factory
Market/Shopping
Gymnasium
Recreation
Saw Mills
Gasoline
Dwelling
Family
or
6
Garage, Qtrs.
Building
Hospital
Church
Warehouse
Center/Store
Coliseum
Bowling Lane
Lumber Shed
Station
Residence
Dwelling
Row House
Boarding Hse
Office Bldg.
Assembly
Bodega
Restaurant/Bakery
Club House
Shop
Gas Refilling
Banks
House
Storage
Internet Cafe
Pelota, Etc.
Laundry Hse.
Nipa Hut
Condominium
Industrial
Water Refilling Stn.
Clinic
Bldg. Hangars
Dress Shop/Tailoring
3
7
Multiple
Lodging Hse
Guard House
Beauty Parlor
Dwelling
Motels
etc.
Funeral Homes
Plant
I-A I-B I-C
6,900 6,300 5900
6,400 5,900 5,300
5,900 5,600 4,800
6,400 6,300 5,500
5,400 4,800 4,200
6,000 - 6,200 5,500 - 5,700 4,900-5,100
7,700 7,200 6,400
7,300 6,700 6,100
4,200 3,900 3,600
6,200 5,700 5,200
5,900 5,400 4,800
6,800 5,800 5,300
5,300 4,700 4,600
6,300 5,900 5,200
II-A II-B II-C
5,200 4,700 4,100
4,600 4,100 3,700
4,100 3,600 3,200
4,700 4,100 3,700
3,700 3,600 3,300
4,200 - 4,400 4,000 - 4,200 3,600 - 3,800
5,700 5,200 4,700
5,200 4,700 4,200
3,200 2,800 2,600
4,400 3,900 3,300
4,200 3,700 3,100
4,400 3,800 3,300
3,100 2,600 2,700
4,400 3,700 3,400
III-A III-B III-C III-D III-E
3,500 3,200 2,700 2,600 2,200
3,300 3,100 2,900 2,600 2,400
2,800 2,600 2,500 2,200 1,900
3,300 3,200 2,900 2,700 2,500
3,000 2,800 2,100 1,800 1,500
2,800 - 3,000 2,600 - 2,800 2,300 - 2,500 2,100 - 2,300 1,900 - 2,100
3,600 3,700 3,200 2,900 2,500
3,600 3,300 3,000 2,900 2,600
2,100 1,900 1,600 1,300 1,100
2,900 2,600 2400 2,200 1,900
2,700 2,500 2,400 2,100 2,000
3,000 2,600 2,500 2,300 2200
2,100 1,800 1,600 1,400 1,200
2,600 2,400 2,200 1,900 1,800
IV
1,700
REPRESENTATIVE PERCENT AGE RATE OF PARTS OF BUILDING Type of Bldg. I-A
18 Swimming Pool Bath House 5,900
Zocalo, Pools & Beams Flooring Roofing Walling Partition Ceiling Electrical Doors Windows Stair Installing Toilet & Bath Septic Vault Plumbing Painting
-114-
15% 10% 15% 15% 5% 3% 2% 4% 4% 2% 5% 5% 5% 10%
SCHEDULE OF EXTRAS 1. PAVEMENTS/FLOORS AND SLABS (Affected Area) a) b) c) d) e) f)
Plain concrete slab for every inch thick Concrete slab w/pain colored for every inch thick 1”x8” cement tile floor 3” ready mix pavement (asphalt) 4”slab w ½ round WI bars for temperature reinforcement6” slab w ½ round WI temperature reinforcement at 0.50 cm. both ways g) Granulithic, linotile, vinyl asphalt and wood tiles finish h) Crazy cut marble finish i) Marble finish -
P
230.00/square meter 260.00/square meter 390.00/square meter 910.00/square meter 1,300.00/square meter 1,560.00/square meter 520.00/square meter 650.00/square meter 780.00/square meter
2. WALLING PARTITIONING (Affected Area) a) b) c) d)
Marble and other similar finish Peeble washout and other similar finish Narra and other similar finish Special aluminum glass panel
-
780.00/square meter 650.00/square meter 520.00/square meter 780.00/square meter
-
780.00/square meter 520.00/square meter
-
260.00/square meter 390.00/square meter 520.00/square meter 390.00/square meter 390.00/square meter 260.00/square meter
-
520.00/square meter 390.00/square meter 260.00/square meter
a) Opera area b) Covered (no siding)
-
20% of the base value 30% of the base value
7. CARPORT/GARAGE
-
40% of the base value
a) Open b) Open (with baluster) c) Covered
-
10% of the base value 20% of the base value 50% of the base value
9. BALCONY
-
50% of the base value
10. MEZANNINE
-
60% of the base value
11. BASEMENT
-
110% of the base value
3. WINDOWS Aluminum frame glass/Plastic frame glass Steel frame glass 4. FENCES a) b) c) d) e) f)
Adobe stone 4” CHB unplastered 4” CHB plastered 6” CHB and reinforced concrete Wrought iron bars and similar kind Wood
5. GATES a) Steel plate b) Wrought iron bars and similar c) Wood 6. DECK
8. TERRACE
-115-
SPECIFICATIONS
TYPE I
-
Reinforced Concrete
A. Reinforced concrete columns, steel truss, beams and floors, CHB wallings and GIS/reinforced concrete roofing. (For roof deck see schedule of extras). B. Reinforced concrete columns and beams, steel truss, reinforced concrete and wood flooring, CHB wallings & GIS roofing. C. Reinforced concrete columns, wooden beams, reinforced concrete and wood flooring, CHB wallings and GIS roofing.
TYPE II
-
Semi-Concrete
A. Reinforced concrete columns and wooden posts, CHB walls, cement/wooden floors, floor joists and roof framing and GIS roofing. B. Reinforced concrete column and wooden posts, CHB wooden walls, cement/wooden floors, floor joists, roof framing and GIS roofing. C. Plain concrete and wooden posts, CHB and wooden walls, cement/wooden floors, floor joists, and roof framing and GIS roofing.
TYPE III
-
Wooden Materials
A. 1st group wooden structural framings, wood sidings, cement or wood flooring and GIS roofing. B. 2nd group wooden structural framings, wood sidings, cement or wood flooring and GIS roofing. C. 3rd group wooden structural framings, wood sidings, cement or wood flooring and GIS roofing. D. 3rd group wooden structural framings, wood sidings, cement/wood flooring, GIS/nipa roofing. E. 3rd group wooden structural framings, wood & bamboo sidings, cement and bamboo flooring, GIS or nipa roofing.
TYPE IV
-
Temporary Structures – (Bamboo & Nipa)
-116-
ESTIMATING DEPRECIATION
“ A method considered simple and reliable for measuring the accumulated and combined effects of the two depreciation forces, has been devised by Cole-Layer Tumble Co., a private company. The method is by means of CDU factors and basic depreciation table. The proportion of value remaining in a particular building is established by the simple process of rating the building in terms of its observed and its degree of desirability and usefulness. This rating of the building is referred to as CDU rating. In establishing the “CDU rating” of building, eight (8) simple classifications are established for the guidance of appraiser on examination of a building. The suggested CDU rating, with their corresponding definition of the observed physical condition of the building and its degree of desirability and usefulness, for its age and for its type are shown.
A) CDU RATING GUIDE CDU Rating of Building Definition for Age and Type of Building Excellent
- building is in perfect condition; very attractive and highly desirable.
Very Good - very slight evidence of deterioration, still attractive & quite desirable. Good
- minor deterioration is visible; slightly less attractive & desirable but useful.
Average
- only normal wear and tear is apparent; average attractiveness and desirability.
Fair
- marked deterioration – but quite usable rather unattractive and undesirable
Poor
- definite deterioration is obvious; definitely desirable and barely useful.
Very Poor - condition approaches unsoundness; extremely undesirable and barely useful. Unsound - building is definitely unsound and practically unfit for use. The CDU of a building represents a practical basis for establishing Basic Depreciation allowances. Each building is rated in terms of its condition desirability and usefulness for its age and type. Age is reflected as an index of the normal deterioration and obsolescence in a structure in a structure which maybe expected over the years. Condition represents a variable measure of the effects of maintenance and remodeling upon a building. Desirablity is measure of the degree of appeal a particular building may have to perspective purchasers. Usefulness is a measure of the utility of the structure for the purpose for which it may be used -117-
Through careful consideration of each of these factors by the appraiser, value from full value to worthlessness. Once the CDU rating of a building has been established through a consideration of its condition, desirability, usefulness for its age and its type, reference to the Basic Depreciation Table will indicate the appropriate allowance for a structure and noted by the appraisers.
B) BASIC DEPRECIATION TABLE ON CDU RATING OF BUILDING Actual Age
Excellent
0- 3 0% 4- 8 0-5% 9-13 5% 14-18 10% 19-23 15% 24-28 20% 29-38 25% 39-49 30% 50 & over 35%
Very Good 5% 5-10% 10% 15% 20% 25% 30% 35% 40%
Good Average Fair
Poor
Very Poor
5% 10% 15% 20% 25% 30% 35% 40% 45%
25% 30% 35% 40% 50% 55% 60% 65%
35% 40% 45% 50% 60% 65% 60%
10% 15% 20% 25% 30% 35% 40% 45% 50%
15% 20% 25% 30% 35% 40% 50% 60% 65%
Unsound 60% 65% 60%
Each building to be assigned a CDU Rating in terms of its Condition Desirability and Usefulness – for age and type. Thus, a building 25 years old might be given a CDU Rating of Good. From the table 30% BASIC DEPRECIATION would be appropriate. The terms “BASIC DEPRECIATION” is appropriate to define the allowance for depreciation established by the method suggested here. For it is truly “basic” depreciation which has been sought and found. It reflects the total combined effect upon value of all the depreciating forces, both physical and functional nature. Allowances for depreciation would be applied only after the first three years of the building unless unusual deterioration has set in during this period.
-118-
VALUATION OF BUILDING & OTHER STRUCTURES Building and Appraisal Procedures Appraisal of structure by replacement cost minus depreciation method will involve the following procedures; 1. 2. 3. 4. 5.
Surveying the improvements. Classifying the improvements. Estimating the replacement cost of the improvements. Estimating the amount of depreciation. Estimating the final value of the improvements.
Note : To obtain the assessed value, multiply the final value of the improvements by the assessment level. Survey the improvements has to be made to collect and record information and data about the subjects structure which will identify it and aid the appraiser in his estimate of its value. For a systematic collection and recording of this information the assessor or his deputy should provide himself with the following basic forms and equipments. 1. 2. 3. 4.
5.
Identification Card – that will identify himself to the request of the occupant or owner of the structure. Tax Map for the area – the assessor has to identify the property with certainly as to its location. Property Record & Appraisal Card – on which to record the information about the subject property. Notices to absent owners – to be left in the premises of the structure when the owner or occupant is absent requesting them to call at the assessors office and arrange time for the examination of the property. Equipment – such as plotting, clips, measuring tape and copy furnished building plans.
Information and Data to be Collected: Information and data to be collected and recorded include those which will identify the property such as ownership, location, use age design, etc. and those about information or the subject property such as design, construction detail, measurement, rentals, purchase price, etc.
Sources of Information: The information maybe acquired by interviewing the owner or occupant of the structure and by conducting a physical investigation of the subject property. Construction details must be observed carefully and measurements. Take with measuring tape and by comparing it with the assessor’s copy of the building plans.
-119-
Recording of Information: Structural details, kind and quality of materials, use story heights, use type, etc. shall be entered in the appraisal card on the spaces provided such information. Measurements may be entered by drawing a scaled sketch of the structures.
Classifying the Improvements: This Phase of the appraisal involve the determination of the structural design of the building for which they are intended. Then the kind and quality of materials used in the construction are further listed down and compared with the structural details adopted in the preparation the schedule of values. To avoid the misclassification of structure, the appraiser must have a complete picture in his mind of the combination of structural characteristics of items of the standards adopted in the preparation of the schedule of values. This could only be achieved by constantly referring to the specifications that accompany the schedule.
Estimating Replacement Cost of the Improvements: Estimate of replacements cost new of a subject structure using the schedule of base unit cost involve the following: 1. Estimate of the area of the structures. 2. Determination of applicable base unit cost. 3. Estimate of cost of variation from standard.
Area of Structure: For buildings, which utilize different kinds of materials, floor areas shall be computed separately according to its specific type.
Applicable Base Unit Cost: From the schedule of unit cost of building can be lifted the applicable base unit cost, to be applied on specific floor areas. This value will multiplied by the area as computed.
Determination of Cost Variation: For buildings whose specification conforms with the standards as per schedule the unit base value cab be used directly. However, if there are variations, specific cost of the deficiency will be deducted and those not found per schedule will be added to the value. The cost of deduction and addition can be derived by applying the representative percentage rates of building parts and schedule of extras.
-120-
ASSESSMENT LEVEL Assessment Level to be applied to the market values of real properties pursuant to Sec. 218 of R.A. 7160.
A) LANDS Actual Use
Assessment Level
Residential Commercial Industrial Mineral Agricultural Timber and Forest Land
-
15% 36% 36% 40% 36% 15%
B) BUILDING & OTHER IMPROVEMENTS: Assessment level Market Value Over P 175,000.00 300,000.00 500,000.00 750,000.00 1,000,000.00 2,000,000.00 5,000,000.00 10,000,000.00
Not Over P 174,999.99 299,999.99 499,999.99 749,999.99 999,999.99 1,999,999.00 4,999,999.00 9,999,999.00 -
Res.
Comm’l./Industrial
0% 05% 10% 15% 20% 25% 30% 35% 40%
30% (not over 300,000.00) 30% 25% 35% 30% 40% 35% 50% 40% 60% 45% 70% 50% 75% 80%
C) MACHINERIES Actual Use Assessment Level Agricultural Residential Commercial/Industrial
40% 50% 80%
D) SPECIAL CLASSESS Actual Use Assessment Level Educational 15% Religious 15% Cultural 15% Scientific 15% Hospital 15% Local waters districts 10% Engaged in the supply & distribution of water and/or generation and transmission of electric power 10% -121-
Agricultural
MISCELLANEOUS PROVISIONS 1. As a general rule, 100% base value per square meter for urban ( residential) lands shall
be applied to all lands within the 1st strip of the 30 meters on Residential Sections or Zones fronting the streets or roads. 2. Lands beyond the standard depth, i.e. 30 meters for residential lands if any, shall be valued at 100% for the 1st strip 80% for the 2nd strip, 60% for the 3rd strip and 50% for the 4th of the base value fixed for the street or road for the remaining area. Provided, however, that in case a parcel of land abutting two streets or roads in two sides with different base values, the stripping and valuation thereof shall be based on the principal street or road with higher base values, but not lower that the schedule of value of the other street. 3. A reduction of 5% and 20% shall be applied from the base value fixed for lands along
gravel, earth or dirt and proposed streets or roads, respectively. In similar manner, if the street or roads and or sections thereof are subsequently improved or constructed, the appraisal and assessment of the same shall be adjusted accordingly. 4. For low and sunken areas of the land, and no build zone area a reduction from the base
value per square meter may be allowed due to the cost of filling and compaction to bring the same at par with the adjoining developed lots, provided however, that such reduction will, in no case, exceeds 30% of the base value thereof.
5. Corner influence value 10% and 15% (for residential & commercial lands respectively) of the
base value shall be added to the valuation of lots situated at the corner of two streets or roads. Provided, however, that if the streets or roads have different base values, the higher base value shall be used in the computation thereof.
6. Vacant and idle lands located in a purely residential or mixed residential, shall be classified
as residential. Is such land is located in a purely commercial area, the same shall be classified as commercial. Mixed residential –commercial area, the same shall be classified according to the class, which is more predominant.
7. Lands where NAPOCOR Plant stands (including its surrounding areas within 100 meter
radius, except surrounding areas within 100 meter radius, except those located across the road) where the new zoning ordinance classified the area as agricultural shall automatically be classified and valued as Industrial sub-classified as I-1. In like manner, lands where gasoline depot situates in an area classified in the new zoning classification as residential, shall automatically be classified and valued as Industrial sub-classified as I-1.
8. Buildings with two or more storeys and in excess of two doors for profit purposes shall be
classified and valued as COMMERCIAL. 9. As far as properly applicable, these schedule of base market values shall be controlling, but
where the property to be assessed if of a kind not classified in this schedule or if any kind for which a value, independent of this schedule.
LIVIO K. SARABIA, M.P.A.,R.E.A. City Assessor -122-
COMPUTATIONS
ON THE
BASE UNIT CONSTRUCTION COST
FOR BUILDINGS & OTHER
STRUCTURES
-123-
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : One Family Dwelling Type I-A Ground Area of Bldg. - 120 square meters
Item 1. MASONRY a) sand b) gravel c) cement d) reinforced bar
FILL FORMS (lawa-an) SCAFFOLDING TIE WIRE NAILS DOOR & WINDOW JAMB PLUMBING ISTALLATION ELECTRICAL LABOR ARCHITECT FEE BLDG. PERMIT MISCELLANEOUS
Size
Unit
5/80x20' std. 1/20x20' std. 3/80x20' std. 3/80x20 mm.
418 pcs. 2x2x212 3/4x4x8' p/wood 1/4x4/8' p/wood 16 assorted sizes 21 pcs. 2x6x14'
Quantity
Unit Cost
cu m cu m bag pc pc pc pc
120 160 1,000 150 360 391 350
253.50 379.60 192.40 239.20 152.10 85.80 42.90
cu m bd ft sheet sheet kilo kilo bd ft
150 1,672 50 60 600 100 294
126.10 11.37 963.30 405.60 50.70 48.10 35.10
Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-124-
Total Cost 0.00 0.00 30,420.00 60,736.00 192,400.00 35,880.00 54,756.00 33,547.80 15,015.00
18,915.00 19,010.64 48,165.00 24,336.00 30,420.00 4,810.00 10,319.40 0.00 28,936.70 11,573.90 173,621.50 28,936.70 3,900.00 825,699.64
825,699.64 6,880.83 6,900.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : One Family Dwelling Type I-B Ground Area of Bldg. - 120 square meters
Item 1. MASONRY a) sand b) gravel c) cement d) CHB e) reinforced bar
FILL FORMS (lawa-an) SCAFFOLDING TIE WIRE NAILS DOOR & WINDOW JAMB
Size
Unit
Quantity
Unit Cost
6"x8"x16" 5/80x20' std. 1/20x20' std. 3/80x20' std. 3/80x20 mm.
cu m cu m bag pc pc pc pc pc
87 150 800 2110 100 280 310 314
253.50 379.60 192.40 13.91 239.20 152.10 85.80 42.90
360 pcs. 2x2x212 3/4x4x8' p/wood 1/4x4/8' p/wood 16 assorted sizes 21 pcs. 2x6x14'
cu m bd ft sheet sheet kilo kilo bd ft
150 1,440 50 60 400 100 294
126.10 25.35 963.30 405.60 50.70 48.10 35.10
PLUMBING ISTALLATION ELECTRICAL LABOR ARCHITECT FEE BLDG. PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-125-
Total Cost 0.00 0.00 22,054.50 56,940.00 153,920.00 29,350.10 23,920.00 42,588.00 26,598.00 13,470.60 0.00 0.00 18,915.00 36,504.00 48,165.00 24,336.00 20,280.00 4,810.00 10,319.40 0.00 26,608.40 10,643.10 159,651.18 26,608.40 3,510.00 0.00 759,191.68
759,191.68 6,326.59 6,300.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : One Family Dwelling Type I-C Ground Area of Bldg. - 363 square meters
Item
1x40x20' std. 1/20x20' std. 1/20x20' std. 5/80x20' std.
cu m cu m bag pc pc pc pc
150 200 4,000 400 320 190 100
253.50 379.60 192.00 32.95 85.80 152.10 239.20
21 pcs. 2x5x20 20 pcs. 2x5x20 5 pcs. 2x5x10
bd ft bd ft bd ft
350 333 41
35.10 35.10 35.10
Total Cost 0.00 0.00 38,025.00 75,920.00 769,600.00 13,182.00 27,456.00 28,899.00 23,920.00 0.00 0.00 0.00 12,285.00 11,688.30 1,439.10
3. FORMS
bd ft
12074
11.37
137,281.38
4. SCAFFOLDINGS
bd ft
12074
25.35
306,075.90
1. MASONRY a) sand b) gravel c) cement d) reinforced bar
2. LUMBER a) Window Jamb b) Door Jamb
Size
Unit
Quantity
Unit Cost
5. TIE WIRE
# 16
kilo
550
50.70
27,885.00
6. NAILS
assorted sizes
kilo
550
48.10
24,050.00
7. LABOR
449,330.11
8. PLUMBING ISTALLATION
74,888.34
9. ELECTRICAL
29,955.34
10. ARCHITECT'S FEE
74,888.34
BLDG.PERMIT & MISCELLANEOUS
Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-126-
5,850.00 2,132,618.81
2,132,618.81 5,874.98 5,900.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : One Family Dwelling Type II-A Ground Area of Bldg. - 120 square meters
Item 1. MASONRY a) sand b) gravel c) cement d) CHB e) reinforced bar
2. LUMBER a) bottomchord b) top chord c) web member d) purlins e) forms f) scaffoldings g) facia board h) door & window jamb
ROOFING a) GI Corr. b) GI Nails c) GI Plain TIE WIRE NAILS PLUMBING ISTALLATION ELECTRICAL LABOR ARCHITECT'S FEE
Size
Unit
Quantity
Unit Cost
4"x8'x16' 5/80x20' std. 3/80x20' std.
cu m cu m bag pc pc pc
75 120 650 1800 90 200
253.50 379.60 192.40 11.66 239.20 85.80
32 pcs. 2"x6"x14 20 pcs. 2"x5"x18 18 pcs. 2"x4"x12 87 pcs. 2"x3"x14 310 pcs. 2"x2"x12 4x4'x48' p/wood 36 pcs 1"x12"x12" 21 pcs 2"x6"x14
bd ft bd ft bd ft bd ft bd ft bd ft bd ft bd ft
440 300 140 600 1200 60 420 285
35.10 35.10 25.35 25.35 11.66 405.60 25.35 35.10
26x32"x8 assorted sizes 26x36"x8 # 16 assorted sizes
sheet kilo sheet kilo kilo
115 35 18 400 55
425.10 48.10 435.50 50.70 48.10
BLDG.PERMIT & MISCELLANEOUS
Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-127-
Total Cost 0.00 0.00 19,012.50 45,552.00 125,060.00 20,989.80 21,528.00 17,160.00 0.00 0.00 0.00 15,444.00 10,530.00 3,549.00 15,210.00 13,993.20 24,336.00 10,647.00 10,003.50
48,886.50 1,683.50 7,839.00 20,280.00 2,645.50 21,720.72 8,688.29 130,324.35 21,720.72 2,925.00 619,728.58
619,728.58 5,164.40 5,200.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : One Family Dwelling Type II-B Ground Area of Bldg. - 120 square meters
Item 1. MASONRY a) sand b) gravel c) cement d) CHB e) reinforced bar
Size
Unit
4"x8'x16' 5/80x20' std. 1/20x20"std. 3/80x20' std.
cu m cu m bag pc pc pc
44 65 600 1,300 65 75 100
253.00 379.60 192.40 10.88 239.20 152.10 85.80
Total Cost 0.00 0.00 11,154.00 24,674.00 115,440.00 14,145.30 15,548.00 11,407.50 8,580.00
440 300 140 600 400 480 432 300 750 1,130
35.10 35.10 25.35 25.35 11.66 25.35 25.35 35.10 25.35 25.35
15,444.00 10,530.00 3,549.00 15,210.00 4,664.40 12,168.00 10,951.20 10,530.00 19,012.50 28,645.50
115 45 25
425.10 48.10 435.50
48,886.50 2,164.50 10,887.50
60
48.10
2,886.00 18,899.14 7,559.65 113,394.84 18,899.14 2,925.00 558,155.67
2. LUMBER a) bottomchord b) top chord c) web member d) purlins e) forms f) scaffoldings g) facia board h) door & window jamb i) floor joist j) T & G flooring
32 pcs. 2"x6"x14 20 pcs. 2"x5"x18 18 pcs. 2"x4"x12 87 pcs. 2"x3"x14 100 pcs. 2"x2"x12 40 pcs. 1"x12"x12 36 pcs 1"x12"x12" 21 pcs 2"x6"x14 66 pcs 2"x5"x14 1"x4"x12
bd ft bd ft bd ft bd ft bd ft bd ft bd ft bd ft bd ft bd ft
ROOFING a) GI Corr. b) GI Nails c) GI Plain
26x32"x8 assorted sizes 26x36"x8
sheet kilo sheet
assorted sizes
kilo
NAILS PLUMBING ISTALLATION ELECTRICAL LABOR ARCHITECT'S FEE
Quantity
Unit Cost
BLDG.PERMIT & MISCELLANEOUS
Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-128-
558,155.67 4,651.29 4,700.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : One Family Dwelling Type II-C Ground Area of Bldg. - 120 square meters
Item 1. MASONRY a) sand b) gravel c) cement d) CHB e) reinforced bar
Size
Unit
cu m cu m bag pc pc pc
4"x8'x16' 1/20x20"std. 3/80x20' std.
Quantity
35 55 500 1,200 60 80
Unit Cost
25.35 379.60 192.40 11.66 152.10 85.80
Total Cost 0.00 0.00 8,872.50 20,878.00 96,200.00 13,993.20 9,126.00 6,864.00
2. LUMBER a) bottomchord b) top chord c) web member d) purlins e) forms f) scaffoldings g) facia board h) door & window jamb i) floor joist j) T & G flooring k) circle l) girt
31 pcs. 2"x6"x14 20 pcs. 2"x5"x18 17 pcs. 2"x4"x12 87 pcs. 2"x3"x14 100 pcs. 2"x2"x12 24 pcs. 1"x12"x12 36 pcs 1"x12"x12" 21 pcs 2"x6"x14 54 pcs 2"x5"x14 1"x4"x12 18 pcs. 2"x16"x14 18 pcs. 2"x8x14
bd ft bd ft bd ft bd ft bd ft bd ft bd ft bd ft bd ft bd ft bd ft bd ft
450 310 140 600 400 280 430 294 750 160 430 334
35.10 35.10 25.35 25.35 11.66 25.35 25.35 35.10 25.35 25.35 35.10 35.10
0.00 0.00 0.00 15,795.00 10,881.00 3,549.00 15,210.00 4,664.00 7,098.00 10,900.50 10,319.40 19,012.50 4,056.00 15,093.00 11,723.40
ROOFING a) GI Corr. b) GI Nails c) GI Plain
26x32"x8 assorted sizes 26x36"x8
sheet kilo sheet
115 35 25
425.10 48.10 435.50
48,886.50 1,683.50 10,887.50
16 assorted sizes
kilo kilo
100 60
50.70 48.10
5,070.00 3,848.00 16,471.97 6,588.79 98,831.85 16,471.97 2,925.00 495,900.58
TIE WIRE NAILS PLUMBING ISTALLATION ELECTRICAL LABOR ARCHITECT'S FEE BLDG.PERMIT & MISCELLANEOUS
Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-129-
495,900.58 4,132.50 4,100.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : One Family Dwelling Type III-A Ground Area of Bldg. - 120 square meters
Item 1. MASONRY a) sand b) gravel c) cement d) CHB e) reinforced bar
Size
Unit
Quantity
Unit Cost
4"x8'x16' 1/20x20"std. 3/80x20' std.
cu m cu m bag pc pc pc
25 45 230 355 35 65
253.50 379.60 192.40 11.37 152.10 85.80
2. LUMBER a) post (yakal) b) bottomchord c) top chord d) web member e) purlins f) facia board g) door & window jamb h) floor joist i) T & G flooring j) girder k) girt
17 pcs. 5"x5"x10 31 pcs. 2"x5"x14 20 pcs. 2"x5"x18 17 pcs. 2"x4"x12 85 pcs. 2"x3"x14 36 pcs. 2"x12"x12 21 pcs 2"x6"x14" 54 pcs 2"x5"x14 2"x4"x12 18 pcs. 2"x8"x14 18 pcs. 2"x8"x14
bd ft bd ft bd ft bd ft bd ft bd ft bd ft bd ft bd ft bd ft bd ft
350 450 350 200 500 450 300 750 600 455 450
35.10 35.10 35.10 25.35 11.37 25.35 35.10 25.35 25.35 35.10 35.10
ROOFING a) GI Corr. b) GI Nails c) GI Plain
26x32"x8 assorted sizes 26x36"x8
sheet kilo sheet
425.10 48.10 435.50
1/4x2"x24 1/206" 1/208' 16 assorted sizes
pair pc pc kilo kilo
115 45 20 . 45 45 90 40 90
POST STRAP BOLTS TIE WIRE NAILS PLUMBING ISTALLATION ELECTRICAL LABOR ARCHITECT'S FEE
62.24 25.35 35.10 50.70 48.10
BLDG.PERMIT & MISCELLANEOUS
Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-130-
Total Cost 0.00 0.00 6,337.50 17,082.00 44,252.00 4,038.12 5,323.50 5,577.00 0.00 0.00 0.00 0.00 12,285.00 15,795.00 12,285.00 5,070.00 5,685.00 11,407.50 10,530.00 19,012.50 15,210.00 15,970.50 15,795.00 0.00 0.00 48,886.50 2,164.50 8,710.00 0.00 2,800.80 1,140.75 3,159.00 2,028.00 4,329.00 13,977.92 5,590.00 83,867.55 13,977.92 1,950.00 414,237.56
414,237.56 3,451.97 3,500.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : One Family Dwelling Type III-B Ground Area of Bldg. - 120 square meters
Item 1. MASONRY a) sand b) gravel c) cement e) reinforced bar
Size
Unit
1/20x20"std. 3/80x20' std.
20 40 130 35 65
253.50 379.60 192.40 152.10 85.80
350 440 300 140 600 430 294 750 1,130 419 334 780 1,100
35.10 25.35 25.35 25.35 11.37 25.35 25.35 25.35 25.35 25.35 25.35 11.37 12.35
115 40 18
425.10 48.10 435.50
17 35 72 25 90
62.24 25.35 35.10 50.70 48.10
17 pcs. 5"x5"x10 31 pcs. 2"x6"x14 20 pcs. 2"x5"x18 17 pcs. 2"x4"x12 85 pcs. 2"x6"x14 36 pcs. 2"x12"x12 21 pcs 2"x6"x14" 54 pcs 2"x5"x14 1"x4"x12 18 pcs. 2"x10"x14 18 pcs. 2"x8"x14 130 pcs. 2"x3"x12 7/8x4"12
bd ft bd ft bd ft bd ft bd ft bd ft bd ft bd ft bd ft bd ft bd ft
ROOFING a) GI Corr. b) GI Nails c) GI Plain
26x32"x8 assorted sizes 26x36"x8
sheet kilo sheet
1/4x2"x24 1/206" 1/208' 16 assorted sizes
pair pc pc kilo kilo
TIE WIRE NAILS PLUMBING ISTALLATION ELECTRICAL LABOR ARCHITECT'S FEE
Unit Cost
cu m cu m bag pc pc
2. LUMBER a) post (yakal) b) bottomchord c) top chord d) web member e) purlins f) facia board g) door & window jamb h) floor joist i) T & G flooring j) girder k) girt i) studs & bridge m) stone outside
POST STRAP BOLTS
Quantity
BLDG.PERMIT & MISCELLANEOUS
Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-131-
Total Cost 0.00 0.00 5,070.00 15,184.00 25,012.00 5,323.50 5,577.00 0.00 0.00 0.00 0.00 0.00 12,285.00 11,154.00 7,605.00 3,549.00 6,825.00 10,900.50 7,452.50 19,012.50 28,645.50 10,621.65 8,466.90 8,868.60 13,585.00 0.00 0.00 0.00 48,886.50 1,924.00 7,839.00 0.00 1,058.08 887.25 2,527.20 1,267.50 4,329.00 12,997.98 5,199.19 77,987.91 12,997.98 1,365.00 384,404.24
384,404.24 3,203.36 3,200.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : One Family Dwelling Type III-C Ground Area of Bldg. - 120 square meters
Item
Size
Unit
1. LUMBER a) post (yakal) b) bottomchord c) top chord d) web member e) purlins f) floor joist g) T & G flooring h) facia board i) door & window jamb j) girder k) girt i) studs & bridge m) stone outside
17 pcs. 5"x5"x10 31 pcs. 2"x6"x14 20 pcs. 2"x5"x18 17 pcs. 2"x4"x12 85 pcs. 2"x6"x14 54 pcs 2"x5"x14 1"x4"x12 36 pcs 1"x12"x12 21 pcs. 2"x6"x14 18 pcs. 2"x10"x14 18 pcs. 2"x8"x14 176 pcs. 2"x8"x14 7/8x4"12
bd ft bd ft bd ft bd ft bd ft bd ft bd ft bd ft bd ft bd ft bd ft bd ft bd ft
ROOFING a) GI Corr. b) GI Nails c) GI Plain
26x32"x8 assorted sizes 26x36"x8
sheet kilo sheet
1/4x2"x24 1/26" 16 assorted sizes
pair pc kilo kilo
POST STRAP BOLTS TIE WIRE NAILS PLUMBING ISTALLATION ELECTRICAL LABOR ARCHITECT'S FEE
Quantity
Unit Cost
300 400 300 140 550 750 1,000 420 250 375 300 800 1000
35.10 25.35 25.35 25.35 11.37 25.35 25.35 25.35 25.35 25.35 25.35 25.35 25.35
Total Cost 0.00 0.00 10,530.00 10,140.00 7,605.00 3,549.00 6,253.50 19,012.50 25,350.00 10,647.00 6,337.50 9,506.25 7,605.00 20,280.00 25,350.00
110 25 15
425.10 48.10 435.50
46,761.00 1,202.50 6,532.50
15 15 23 70
62.24 25.35 50.70 48.10
933.66 380.25 1,166.10 3,367.00 12,997.98 5,188.79 66,707.74 11,117.95 1,365.00 319,886.22
BLDG.PERMIT & MISCELLANEOUS
Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-132-
319,886.22 2,665.71 2,700.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : One Family Dwelling Type III-D Ground Area of Bldg. - 120 square meters
Item 1. LUMBER a) post (lawa-an) b) bottomchord c) top chord d) web member e) purlins f) floor joist g) T & G flooring h) facia board i) door & window jamb j) girder k) girt i) studs & bridge m) stone outside
17 pcs. 5"x5"x10 31 pcs. 2"x6"x14 20 pcs. 2"x5"x18 17 pcs. 2"x4"x12 85 pcs. 2"x6"x14 54 pcs 2"x5"x14 1"x4"x12 36 pcs 1"x12"x12 21 pcs. 2"x6"x14 18 pcs. 2"x10"x14 18 pcs. 2"x8"x14 176 pcs. 2"x3"x12 176 pcs. 2"x3"x12
bd ft bd ft bd ft bd ft bd ft bd ft bd ft bd ft bd ft bd ft bd ft bd ft bd ft
300 420 300 140 400 700 900 400 250 400 300 800 900
25.35 25.35 25.35 25.35 11.37 25.35 25.35 25.35 25.35 25.35 25.35 11.37 25.35
Total Cost 0.00 0.00 7,605.00 10,647.00 7,605.00 3,549.00 4,550.00 17,745.00 22,815.00 10,140.00 6,337.50 10,140.00 7,605.00 9,100.00 22,815.00
ROOFING a) GI Corr. b) GI Nails c) GI Plain
26x32"x8 assorted sizes 31"x36"
sheet kilo sheet
110 30 15
425.10 48.10 435.50
0.00 46,761.00 1,443.00 6,532.50
1/4x2"x24 1/20"x6" 1/20"x8" 16 assorted sizes
pair pc pc kilo kilo
15 30 60 20 70
62.24 25.35 35.10 50.70 48.10
POST STRAP BOLTS TIE WIRE NAILS PLUMBING ISTALLATION ELECTRICAL LABOR ARCHITECT'S FEE
Size
Unit
Quantity
Unit Cost
BLDG.PERMIT & MISCELLANEOUS
Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-133-
933.66 760.50 2,106.00 1,014.00 3,367.00 12,675.00 7,605.00 70,254.01 11,709.03 975.00 306,789.20
306,789.20 2,556.57 2,600.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : One Family Dwelling Type III-E Ground Area of Bldg. - 120 square meters
Item
Size
Unit
Quantity
Unit Cost
1. LUMBER a) post (lawa-an) b) bottomchord c) top chord d) web member e) purlins f) floor joist g) T & G flooring i) door & window jamb j) girder k) girt i) studs & bridge m) stone outside
17 pcs. 5"x5"x10 31 pcs. 2"x6"x14 20 pcs. 2"x5"x18 17 pcs. 2"x4"x12 85 pcs. 2"x6"x14 54 pcs 2"x5"x14 1"x4"x12 21 pcs. 2"x6"x14 18 pcs. 2"x10"x14 18 pcs. 2"x8"x14 176 pcs. 2"x3"x12 7/8X4"X12"
bd ft bd ft bd ft bd ft bd ft bd ft bd ft bd ft bd ft bd ft bd ft bd ft
250 260 250 200 350 355 650 255 260 200 650 800
35.10 35.10 35.10 25.35 11.37 11.37 25.35 35.10 35.10 35.10 11.37 25.35
Total Cost 0.00 0.00 8,775.00 9,126.00 8,775.00 5,070.00 3,981.25 4,036.35 16,477.50 8,950.50 9,126.00 7,020.00 7,393.75 20,280.00
ROOFING a) GI Corr. b) GI Nails c) GI Plain
26x32"x8 assorted sizes 31"x36"X8
sheet kilo sheet
100 40 20
425.10 48.10 435.50
42,510.00 1,924.00 8,710.00
POST STRAP BOLTS
1/4x2"x24 1/20"x6"
pair pc
25 30
62.24 25.35
1,556.00 760.50
TIE WIRE NAILS PLUMBING ISTALLATION ELECTRICAL LABOR ARCHITECT'S FEE
16 assorted sizes
kilo kilo
25 60
50.70 49.27
1,267.50 2,956.20 12,675.00 7,605.00 63,025.41 10,504.22 975.00 263,480.18
BLDG.PERMIT & MISCELLANEOUS
Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-134-
263,480.18 2,195.66 2,200.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : One Family Dwelling Type IV-Temporary make shift structure lean to or Barong-barong Ground Area of Bldg. - 120 square meters
Item
Size
Unit
Quantity
Unit Cost
Total Cost 0.00
1. MATERIALS
a) Bamboo b) Nipa
pc per 100's
300 1,500
73.12 121.87
21,937.50 182,812.50
2) LABOR
Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-135-
204,750.00
204,750.00 1,706.25 1,700.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Two Family Dwelling Type I-A Ground Area of Bldg. - 110 square meters
Item 1. MASONRY a) sand b) gravel c) cement d) reinforced bar
Size
Unit
Quantity
Unit Cost
3/4 0x20' std. 3/8 0x20' std. 1/2 0x20' std.
cu m cu m bag pc pc pc
44 87 1,046 224 118 380
253.50 379.60 192.40 352.30 87.10 154.70
3/16x4' p/wood
bd ft sheet
2100 171
11.37 362.10
# 16 assorted sizes
kilo kilo
150 100
50.70 48.10
2. LUMBER FORMS SCAFFOLDING TIE WIRE NAILS PLUMBING INSTALLATION ELECTRICAL LABOR ARCHITECT FEE BLDG.PERMIT MISCELLANEOUS
Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-136-
Total Cost 0.00 0.00 11,154.00 33,025.20 201,250.40 78,915.20 10,277.80 58,786.00 0.00 0.00 0.00 23,877.00 62,021.70 0.00 7,605.00 4,810.00 29,152.50 11,407.50 145,859.76 24,308.96 3,900.00 0.00 706,351.02
706,351.02 6,421.37 6,400.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Two Family Dwelling Type I-B Ground Area of Bldg. - 102 square meters
Item 1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bar
Size
Unit
Quantity
Unit Cost
1/2 0x20' std. 3/8 0x20' std. 3/4 0x20' std.
cu m cu m pc bag pc pc pc
26 51 2,151 616 320 118 200
253.50 379.60 14.26 192.40 154.70 87.10 352.30
3/16x4' p/wood
bd ft sheet
2032 127
25.35 362.70
# 16 assorted sizes
kilo kilo
150 54
50.70 48.10
6"x8x16"
2. LUMBER FORMS SCAFFOLDING TIE WIRE NAILS PLUMBING INSTALLATION ELECTRICAL LABOR ARCHITECT FEE BLDG.PERMIT MISCELLANEOUS
Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-137-
Total Cost 0.00 0.00 6,591.00 19,359.60 30,675.41 118,518.40 49,504.00 10,277.80 70,460.00 0.00 0.00 0.00 51,511.20 46,062.90 0.00 7,605.00 2,597.40 29,152.50 11,407.50 122,770.93 20,461.80 3,900.00 0.00 600,855.44
600,855.44 5,890.73 5,900.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Two Family Dwelling Type I-C Ground Area of Bldg. - 108 square meters
Item 1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bar
Size
Unit
4"x8x16" 1/2 0x20' std. 3/8 0x20' std. 3/4 0x20' std.
Quantity
Unit Cost
cu m cu m pc bag pc pc pc
21 41 2,151 496 320 150 190
253.50 379.60 11.37 192.40 154.70 87.10 352.30
bd ft sheet bd ft kilo sheet gallon kilo
1,900 90 1050 125 45 1 75
11.37 362.70 35.10 50.70 425.10 362.70 48.10
2. LUMBER FORMS SCAFFOLDING ROOF MEMBER TIE WIRE ROOFING ROOF CEMENT NAILS PLUMBING INSTALLATION ELECTRICAL LABOR ARCHITECT FEE BLDG.PERMIT MISCELLANEOUS
3/16x4' p/wood # 16 26 x 32" 10' assorted sizes
Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-138-
Total Cost 0.00 0.00 5,323.50 15,563.60 24,467.62 95,430.40 49,504.00 13,065.00 66,937.00 0.00 0.00 0.00 0.00 21,603.00 32,643.00 36,855.00 6,337.50 19,129.50 362.70 3,607.50 29,152.50 11,407.50 122,770.93 19,175.62 2,925.00 0.00 576,260.87
576,260.87 5,335.75 5,300.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Two Family Dwelling Type II-A Ground Area of Bldg. - 120 square meters
Item 1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bar
Size
Unit
Quantity
Unit Cost
1/2 0x20' std. 3/8 0x20' std. 3/4 0x20' std.
cu m cu m pc bag pc pc pc
20 35 2,000 300 220 95 85
253.50 379.60 11.37 192.40 154.70 87.10 352.30
3/16x4' p/wood
bd ft sheet
220 250
11.37 352.30
bd ft bd ft kilo sheet gallon kilo
1700 1100 125 110 1 85
25.35 35.10 50.70 425.10 362.70 48.10
4"x8x16"
2. LUMBER FORMS SCAFFOLDING FLOOR JOIST FLOORING ROOF MEMBER TIE WIRE ROOFING ROOF CEMENT NAILS PLUMBING INSTALLATION ELECTRICAL LABOR ARCHITECT FEE BLDG.PERMIT MISCELLANEOUS
# 16 26 x 32" 10' assorted sizes
Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-139-
Total Cost 0.00 0.00 5,070.00 13,286.00 22,750.00 57,720.00 34,034.00 8,274.50 29,945.50 0.00 0.00 0.00 0.00 2,502.50 88,075.00 43,095.00 38,610.00 6,337.50 46,761.00 362.70 4,088.50 20,280.00 11,407.50 102,871.96 17,145.31 2,925.00 0.00 555,541.97
555,541.97 4,629.52 4,600.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Two Family Dwelling Type II-B Ground Area of Bldg. - 105 square meters
Item 1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bar
Size
Unit
Quantity
Unit Cost
1/2 0x20' std. 3/8 0x20' std. 3/4 0x20' std.
cu m cu m pc bag pc pc pc
11 25 1,400 300 190 90 60
253.50 379.60 11.37 192.40 154.70 87.10 352.30
3/16x4' p/wood
bd ft sheet
150 200
11.37 352.30
bd ft bd ft kilo sheet gallon kilo
700 500 1 100 1 90
25.35 35.10 50.70 425.10 362.70 48.10
4"x8x16"
2. LUMBER FORMS SCAFFOLDING FLOOR JOIST FLOORING ROOF MEMBER TIE WIRE ROOFING ROOF CEMENT NAILS PLUMBING INSTALLATION ELECTRICAL LABOR ARCHITECT FEE BLDG.PERMIT MISCELLANEOUS
# 16 26 x 32" 10' assorted sizes
Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-140-
Total Cost 0.00 0.00 2,788.50 9,490.00 15,925.00 57,720.00 29,393.00 7,839.00 21,138.00 0.00 0.00 0.00 0.00 1,706.25 70,460.00 17,745.00 17,550.00 50.70 42,510.00 362.70 4,329.00 20,280.00 11,407.50 87,438.00 14,573.00 2,925.00 0.00 435,630.65
435,630.65 4,148.86 4,100.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Two Family Dwelling Type II-C Ground Area of Bldg. - 105 square meters
Item 1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bar
Size
Unit
Quantity
Unit Cost
1/2 0x20' std. 3/8 0x20' std. 3/4 0x20' std.
cu m cu m pc bag pc pc pc
3/16x4' p/wood
bd feet sheet
450 12
11.37 362.70
bd feet bd feet kilo sheet gallon kilo
1500 1000 65 110 1 85
25.35 25.35 48.10 425.10 362.70 48.10
4"x8x16"
15 22 1,500 300 150 80 50
253.50 379.60 11.37 192.40 154.70 87.10 352.30
2. LUMBER FORMS SCAFFOLDING FLOOR JOIST & FLOORING ROOF MEMBER TIE WIRE ROOFING ROOF CEMENT NAILS PLUMBING INSTALLATION ELECTRICAL LABOR ARCHITECT FEE BLDG.PERMIT MISCELLANEOUS
# 16 26 x 32" 10' assorted sizes
Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-141-
Total Cost 0.00 0.00 3,802.50 8,351.20 17,062.50 57,720.00 23,205.00 6,968.00 17,615.00 0.00 0.00 0.00 0.00 5,118.75 4,352.40 38,025.00 25,350.00 3,126.50 46,761.00 362.70 4,088.50 20,280.00 11,407.50 76,433.34 12,728.06 2,925.00 0.00 385,682.95
385,682.95 3,673.17 3,700.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Two Family Dwelling Type III-A Ground Area of Bldg. - 105 square meters
Item 1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bar
Size
Unit
Quantity
Unit Cost
1/2 0x20' std. 3/8 0x20' std.
cu m cu m pc bag pc pc
8 16 192 230 80 30
253.50 379.60 11.37 192.40 154.70 87.10
3/16x4' p/wood
bd feet sheet
450 5
11.37 362.70
bd feet bd feet kilo sheet gallon kilo
2000 1000 50 110 1 50
35.10 35.10 50.70 425.10 362.70 48.10
4"x8x16"
2. LUMBER FORMS SCAFFOLDING FLOOR JOIST & FLOORING ROOF MEMBER TIE WIRE ROOFING ROOF CEMENT NAILS PLUMBING INSTALLATION ELECTRICAL LABOR ARCHITECT FEE BLDG.PERMIT MISCELLANEOUS
# 16 26 x 32" 10' assorted sizes
Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-142-
Total Cost 0.00 0.00 2,028.00 6,073.60 2,184.00 44,252.00 12,376.00 2,613.00 0.00 0.00 0.00 0.00 0.00 5,118.75 1,813.50 70,200.00 35,100.00 2,535.00 46,761.00 362.70 2,405.00 17,745.00 10,140.00 73,737.30 12,289.55 1,950.00 0.00 349,684.40
349,684.40 3,330.33 3,300.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Two Family Dwelling Type III-B Ground Area of Bldg. - 105 square meters
Item 1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bar
Size
Unit
Quantity
Unit Cost
1/2 0x20' std. 3/8 0x20' std.
cu m cu m pc bag pc pc
4 8 190 150 70 30
253.50 379.60 11.37 192.40 154.70 87.10
3/16x4' p/wood
bd feet sheet
440 5
11.37 362.70
bd feet bd feet bd feet kilo sheet gallon kilo
1900 800 1000 40 105 1 50
35.10 25.35 35.10 50.70 425.10 362.70 48.10
4"x8x16"
2. LUMBER FORMS SCAFFOLDING FLOOR JOIST & FLOORING WALLS (Tanggullo) ROOF MEMBER TIE WIRE ROOFING ROOF CEMENT NAILS PLUMBING INSTALLATION ELECTRICAL LABOR ARCHITECT FEE BLDG.PERMIT MISCELLANEOUS
# 16 26 x 32" 10' assorted sizes
Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-143-
Total Cost 0.00 0.00 1,014.00 3,036.80 2,160.30 28,860.00 10,829.00 2,613.00 0.00 0.00 0.00 0.00 0.00 5,002.80 1,813.50 66,690.00 20,280.00 35,100.00 2,028.00 44,635.50 362.70 2,405.00 15,210.00 10,140.00 64,444.90 10,740.79 1,365.00 0.00 328,731.29
328,731.29 3,130.77 3,100.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Two Family Dwelling Type III-C Ground Area of Bldg. - 103 square meters
Item
Size
Unit
1. MASONRY a) sand b) gravel
cu m cu m
Quantity
Unit Cost
1 3
253.50 379.60
bd feet sheet
450 5
11.37 362.70
5,118.75 1,813.50
bd feet
900 780 800 1500 1000 10 110 1 65
35.10 25.35 25.35 25.35 35.10 50.70 425.10 362.70 48.10
31,590.00 19,773.00 20,280.00 38,025.00 35,100.00 507.00 46,761.00 362.70 3,126.50 15,210.00 10,140.00 57,815.94 9,636.04 1,365.00 0.00 298,016.73
2. LUMBER FORMS SCAFFOLDING FLOOR JOIST & FLOORING 1st FLOOR 2nd FLOOR WALLS ROOF MEMBER TIE WIRE ROOFING ROOF CEMENT NAILS PLUMBING INSTALLATION ELECTRICAL LABOR ARCHITECT FEE BLDG.PERMIT MISCELLANEOUS
3/16x4' p/wood
36 pcs 3/412'x28 (Apitong) 36 pcs 3/412'x28 bd feet bd feet kilo sheet gallon kilo
# 16 26 x 32" 10' assorted sizes
Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-144-
Total Cost 0.00 0.00 253.50 1,138.80 0.00 0.00 0.00 0.00
298,016.73 2,893.37 2,900.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Two Family Dwelling Type III-D Ground Area of Bldg. - 103 square meters
Item 1. LUMBER a) post b) beams c) walls
d) flooring e) roof members ROOFING ROOF CEMENT NAILS PLUMBING INSTALLATION ELECTRICAL LABOR ARCHITECT FEE BLDG.PERMIT MISCELLANEOUS
Size
Unit
9 pcs 5"x5"x18 14 pcs 2"x5"x14 22 pcs 2"x8"x12 54 pcs 1"x12"x8 50 pcs 1"x12"x10 70 pcs 1"x12"x10 54 pcs 1"x12"x10 90 pcs 1"x12"x14
bd ft bd ft bd ft bd ft bd ft bd ft bd ft bd ft
26 x 32" 10'
sheet gallon kilo
assorted sizes
Quantity
337 163 352 432 500 700 540 1,260.00 850 110 1 50
Unit Cost
25.35 50.70 25.35 25.35 25.35 25.35 25.35 25.35 25.35 425.10 362.70 48.10
Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-145-
Total Cost 0.00 0.00 8,542.95 8,264.10 8,923.20 10,951.20 12,675.00 17,745.00 13,689.00 31,941.00 21,547.50 46,761.00 362.70 2,405.00 10,140.00 6,337.50 54,267.20 9,044.10 780.00 0.00 264,376.45
264,376.45 2,566.76 2,600.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Two Family Dwelling Type III-E Ground Area of Bldg. - 103 square meters
Item 1. LUMBER a) post b) beams c) walls
d) flooring e) roof members ROOFING ROOF CEMENT NAILS PLUMBING INSTALLATION ELECTRICAL LABOR ARCHITECT FEE BLDG.PERMIT MISCELLANEOUS
Size
Unit
9 pcs 5"x5"x18 14 pcs 2"x5"x14 22 pcs 2"x8"x12 54 pcs 1"x12"x8 54 pcs 1"x12"x10 50 pcs 1"x12"x10 70 pcs 1"x12"x10 90 pcs 1"x12"x14
bd ft bd ft bd ft bd ft bd ft bd ft bd ft bd ft
26 x 32" 10'
sheet gallon kilo
assorted sizes
Quantity
360 360 500 500 650 480 950 1,450.00 800 115 1 150
Unit Cost
25.35 25.35 25.35 25.35 25.35 25.35 25.35 25.35 25.35 425.1 362.7 48.1
Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-146-
Total Cost 0.00 0.00 9,126.00 18,252.00 12,675.00 12,675.00 16,477.50 12,168.00 24,082.50 36,757.50 20,280.00 48,886.50 362.70 7,215.00 7,605.00 5,070.00 8,230.92 8,230.92 585.00 0.00 248,679.54
248,679.54 2,414.36 2,400.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Accessoria or Row House Type I-A Ground Area of Bldg. - 363 square meters
Item
cu m cu m bag pc pc pc pc
150 200 4,000 400 320 190 100
253.50 379.60 192.40 33.80 87.10 154.70 244.40
Total Cost 0.00 0.00 38,025.00 75,920.00 769,600.00 13,520.00 27,872.00 29,393.00 24,440.00
3) FORMS
bd ft bd ft bd ft bd ft
350 333 41 12,074
35.10 35.10 35.10 11.37
0.00 12,285.00 11,688.30 1,439.10 137,281.38
4) SCAFFOLDINGS
bd ft
12,074
25.35
306,075.90
1. MASONRY a) sand b) gravel c) cement d) reinforced bars
2) LUMBER a) Window Jambs b) Door Jambs
Size
Unit
1/4 0 x 20' std 1/8 0 x 20' std 1/2 0 x 20' std 5/8 0 x 20' std
21 pcs 2x5x20 20 pcs 2x5x20 5 pcs 2x5x10
Quantity
Unit Cost
5) TIE WIRE
# 16
kilo
550
50.70
27,885.00
6) NAILS
assorted sizes
kilo
500
48.10
24,050.00
7) LABOR
450,108.04
8) PLUMBING INSTALLATION
29,152.50
9) ELECTRICAL
76,032.03
10) ARCHITECTS FEE
76,032.03
11) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-147-
5,850.00 0.00 2,136,649.28
2,136,649.28 5,886.09 5,900.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Accessoria or Row House Type I-B Ground Area of Bldg. - 342 square meters
Item
cu m cu m pc bag pc pc pc pc
175 250 2500 2,500 500 350 250 150
253.50 379.60 35.10 192.40 33.80 87.10 154.70 376.3
Total Cost 0.00 0.00 44,362.50 94,900.00 87,750.00 481,000.00 16,900.00 30,485.00 38,675.00 36,660.00
3) FORMS
bd ft bd ft bd ft bd ft
350 350 75 12,074
35.10 35.10 35.10 11.37
0.00 12,285.00 12,285.00 2,632.50 137,281.38
4) SCAFFOLDINGS
bd ft
12,074
25.35
306,075.90
1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bars
2) LUMBER a) Window Jambs b) Door Jambs
Size
Unit
6"x8"x16" 1/4 0 x 20' std 1/8 0 x 20' std 1/2 0 x 20' std 5/8 0 x 20' std
21 pcs 2x5x20 20 pcs 2x5x20 5 pcs 2x5x10
Quantity
Unit Cost
5) TIE WIRE
# 16
kilo
550
50.70
27,885.00
6) NAILS
assorted sizes
kilo
500
50.70
25,350.00
7) LABOR
385,252.75
8) PLUMBING INSTALLATION
29,152.50
9) ELECTRICAL
63,384.91
10) ARCHITECTS FEE
76,032.03
11) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-148-
5,655.00 0.00 1,914,004.47
1,914,004.47 5,596.50 5,600.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Accessoria or Row House Type I-C Ground Area of Bldg. - 338 square meters
Item
cu m cu m pc bag pc pc pc pc
140 170 6500 2,300 400 300 150 100
253.50 379.60 14.26 192.40 33.80 87.10 154.70 244.40
Total Cost 0.00 0.00 35,490.00 64,532.00 92,690.00 442,520.00 13,520.00 26,130.00 23,205.00 24,440.00
3) FORMS
bd ft bd ft bd ft bd ft
350 333 41 5,300
35.10 35.10 35.10 11.37
0.00 12,285.00 11,688.30 1,439.10 60,287.50
4) SCAFFOLDINGS
bd ft
5,300
25.35
134,355.00
1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bars
2) LUMBER a) Window Jambs b) Door Jambs
Size
Unit
6"x8"x16" 1/4 0 x 20' std 1/8 0 x 20' std 1/2 0 x 20' std 5/8 0 x 20' std
21 pcs 2x5x20 20 pcs 2x5x20 5 pcs 2x5x10
Quantity
Unit Cost
5) TIE WIRE
# 16
kilo
200
50.70
10,140.00
6) GI ROOFINGS
26 x 32 x 12
sheet
220
668.20
147,004.00
kilo
300
48.1
14,430.00
kilo
150
48.1
7,215.00
7) GI NAILS 8) NAILS
assorted sizes
9) LABOR
363,314.60
10) PLUMBING INSTALLATION
58,305.00
11) ELECTRICAL
29,152.50
12) ARCHITECTS FEE
60,552.42
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-149-
3,900.00 0.00 1,636,595.42
1,636,595.42 4,841.99 4,800.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Accessoria or Row House Type II-A Ground Area of Bldg. - 366 square meters
Item 1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bars
Size
Unit
Quantity
Unit Cost
Total Cost 0.00 0.00 22,815.00 41,756.00 85,566.00 384,800.00 15,210.00 27,846.00 30,485.00 0.00
cu m cu m pc bag pc pc pc
90 110 6000 2,000 450 180 350
253.50 379.60 14.26 192.40 33.80 154.70 87.10
3) FORMS
bd ft bd ft bd ft bd ft
350 333 45 5,260
35.10 35.10 35.10 11.37
0.00 12,285.00 11,688.30 1,579.50 59,806.20
4) SCAFFOLDINGS
bd ft
5,260
25.35
133,341.00
2) LUMBER a) Window Jambs b) Door Jambs
6"x8"x16" 1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
21 pcs 2x5x20 20 pcs 2x5x20 5 pcs 2x5x10
5) TIE WIRE
# 16
kilo
300
50.70
15,210.00
6) GI ROOFING
26 x 32 x 12
sheet
300
668.20
200,460.00
kilo
80
48.1
3,848.00
kilo
175
48.1
8,417.50
7) GI NAILS 8) NAILS
assorted sizes
9) LABOR
309,457.51
10) PLUMBING INSTALLATION
58,305.00
11) ELECTRICAL
29,152.50
12) ARCHITECTS FEE
51,574.51
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-150-
3,900.00 0.00 1,507,503.02
1,507,503.02 4,118.86 4,100.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Accessoria or Row House Type II-B Ground Area of Bldg. - 402 square meters
Item 1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bars
Size
Unit
Quantity
Unit Cost
Total Cost 0.00 0.00 12,675.00 30,368.00 85,566.00 192,400.00 10,140.00 15,470.00 21,775.00 0.00
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m pc bag pc pc pc
50 80 6000 1,000 300 100 250
253.50 380.25 14.26 192.40 33.80 154.70 87.10
33 pcs 2x6x16 33 pcs 2x5x20 250 pcs 2x3x16 975 pcs 1x3x30 35 pcs 2x6x6 100 pcs 2x6x12 20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft bd ft bd ft bd ft bd ft bd ft bd ft
528 550 2000 4875 420 1200 333 333 8
35.10 35.10 25.35 25.35 25.35 25.35 35.10 35.10 35.10
3) FORMS
bd ft
3,000
11.37
0.00 18,532.80 19,305.00 50,700.00 123,581.25 10,647.00 30,420.00 11,688.30 11,688.30 280.80 0.00 34,110.00
4) SCAFFOLDINGS
bd ft
3,500
25.35
88,725.00
2) LUMBER a) Bottom Chord b) Top Chord c) Purlins d) T & G Flooring e) Floor Joist f) Bridging g) Window Jamb h) Door Jamb
6"x8"x16"
5) TIE WIRE
# 16
kilo
200
50.70
10,140.00
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet kilo
300 138 69
668.20 425.10 48.10
200,460.00 58,663.80 3,318.90
kilo
150
48.10
7,215.00
7) GI NAILS 8) NAILS
assorted sizes
9) LABOR
297,126.41
10) PLUMBING INSTALLATION
29,152.50
11) ELECTRICAL
29,152.50
12) ARCHITECTS FEE
49,521.06
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-151-
3,900.00 0.00 1,456,722.62
1,456,722.62 3,623.69 3,600.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Accessoria or Row House Type II-C Ground Area of Bldg. - 456 square meters
Item 1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bars
Size
Unit
Quantity
Unit Cost
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m pc bag pc pc pc
30 50 4,000 800 300 100 250
33 pcs 2x6x16 33 pcs 2x5x20 250 pcs 2x3x16 975 pcs 1x3x30 35 pcs 2x6x6 100 pcs 2x6x12 20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft bd ft bd ft bd ft bd ft bd ft bd ft
650 650 2000 4,875 450 1,330 480 400 8
0.00 35.10 35.10 25.35 25.35 25.35 25.35 35.10 35.10 35.10
22,815.00 22,815.00 50,700.00 123,581.25 11,407.50 32,955.00 16,848.00 14,040.00 280.80
3) FORMS
bd ft
4,500
11.37
51,187.50
4) SCAFFOLDINGS
bd ft
4,500
25.35
114,075.00
2) LUMBER a) Bottom Chord b) Top Chord c) Purlins d) T & G Flooring e) Floor Joist f) Bridging g) Window Jamb h) Door Jamb
6"x8"x16"
253.50 379.60 14.26 192.40 33.80 15.70 87.10 0.00
Total Cost 0.00 0.00 7,605.00 18,980.00 57,044.00 153,920.00 10,140.00 15,470.00 21,775.00
5) TIE WIRE
# 16
kilo
200
50.70
10,140.00
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet kilo
300 138 69
668.20 425.10 48.10
200,460.00 58,663.80 3,318.90
kilo
180
48.10
8,658.00
7) GI NAILS 8) NAILS
assorted sizes
9) LABOR
290,388.38
10) PLUMBING INSTALLATION
46,897.50
11) ELECTRICAL
29,152.50
12) ARCHITECTS FEE
48,398.06
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-152-
3,900.00 0.00 1,445,616.19
1,445,616.19 3,170.21 3,200.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Accessoria or Row House Type III-A Ground Area of Bldg. - 394 square meters
Item 1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bars
Size
Unit
Quantity
Unit Cost
Total Cost 0.00 0.00 1,774.50 5,694.00 4,278.30 57,720.00 5,070.00 18,564.00 10,452.00
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m pc bag pc pc pc
7 15 300 300 150 120 120
253.50 379.60 14.26 192.40 33.80 154.70 87.10 0.00
33 pcs 2x6x16 33 pcs 2x5x20 250 pcs 2x3x16 975 pcs 1x3x30 35 pcs 2x6x6 100 pcs 2x6x12 20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft bd ft bd ft bd ft bd ft bd ft bd ft
500 500 2,000 4,875 420 1,200 480 400 8
35.10 35.10 25.35 25.35 25.35 25.35 35.10 35.10 35.10
3) FORMS
bd ft
4,500
11.38
0.00 17,550.00 17,550.00 50,700.00 123,581.25 10,647.00 30,420.00 16,848.00 14,040.00 280.80 0.00 51,187.50
4) SCAFFOLDINGS
bd ft
4,500
25.35
114,075.00
2) LUMBER a) Bottom Chord b) Top Chord c) Purlins d) T & G Flooring e) Floor Joist f) Bridging g) Window Jamb h) Door Jamb
6"x8"x16"
5) TIE WIRE
# 16
kilo
120
51.70
6,084.00
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet kilo
207 150 150
668.20 425.10 48.10
138,317.40 63,765.00 7,215.00
kilo
120
48.10
5,772.00
7) GI NAILS 8) NAILS
assorted sizes
9) LABOR
232,749.19
10) PLUMBING INSTALLATION
29,152.50
11) ELECTRICAL
17,745.00
12) ARCHITECTS FEE
38,791.53
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-153-
3,120.00 0.00 1,093,143.97
1,093.143.97 2,774.47 2,800.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Accessoria or Row House Type III-B Ground Area of Bldg. - 402 square meters
Item 1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bars
Size
Unit
Quantity
Unit Cost
Total Cost 0.00 0.00 3,802.50 5,694.00 4,991.35 33,670.00 3,380.00 11,602.50 13,065.00 0.00
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m pc bag pc pc pc
15 15 350 175 100 75 150
253.50 379.60 14.26 192.40 33.80 154.70 87.10
33 pcs 2x6x16 33 pcs 2x5x20 250 pcs 2x3x16 975 pcs 1x3x30 35 pcs 2x6x6 100 pcs 2x6x12 20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft bd ft bd ft bd ft bd ft bd ft bd ft
550 520 2,000 4,875 540 1,200 550 450 10
35.10 35.10 25.35 25.35 25.35 25.35 35.10 35.10 35.10
0.00 19,305.00 18,252.00 50,700.00 123,581.25 11,407.50 30,420.00 19,305.00 15,795.00 351.00
3) FORMS
bd ft
4,500
11.37
51,187.50
4) SCAFFOLDINGS
bd ft
4,500
25.35
114,075.00
2) LUMBER a) Bottom Chord b) Top Chord c) Purlins d) T & G Flooring e) Floor Joist f) Bridging g) Window Jamb h) Door Jamb
6"x8"x16"
5) TIE WIRE
# 16
kilo
120
50.70
6,084.00
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet kilo
200 150 75
668.20 425.10 48.10
133,640.00 63,765.00 3,607.50
kilo
150
48.10
7,215.00
7) GI NAILS 8) NAILS
assorted sizes
9) LABOR
217,021.35
10) PLUMBING INSTALLATION
24,082.50
11) ELECTRICAL
17,745.00
12) ARCHITECTS FEE
36,169.38
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-154-
1,950.00 0.00 1,041,864.33
1,041,864.33 2,591.70 2,600.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Accessoria or Row House Type III-C Ground Area of Bldg. - 388 square meters
Item 1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bars
Size
Unit
Quantity
Unit Cost
Total Cost 0.00 0.00 2,028.00 5,314.40 4,278.30 32,515.60 2,873.00 4,641.00 7,839.00 0.00
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m pc bag pc pc pc
8 14 300 169 85 30 90
253.50 379.60 14.26 192.40 33.80 154.70 87.10
33 pcs 2x6x16 33 pcs 2x5x20 250 pcs 2x3x16 975 pcs 1x3x30 35 pcs 2x6x6 100 pcs 2x6x12 20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft bd ft bd ft bd ft bd ft bd ft bd ft
500 500 2,000 4,875 400 1,200 500 400 10
35.10 35.10 25.35 25.35 25.35 25.35 35.10 35.10 35.10
3) FORMS
bd ft
4,500
11.38
0.00 17,550.00 17,550.00 50,700.00 123,581.25 10,140.00 30,420.00 17,550.00 14,040.00 351.00 0.00 51,187.50
4) SCAFFOLDINGS
bd ft
4,500
25.35
114,075.00
2) LUMBER a) Bottom Chord b) Top Chord c) Purlins d) T & G Flooring e) Floor Joist f) Bridging g) Window Jamb h) Door Jamb
6"x8"x16"
5) TIE WIRE
# 16
kilo
120
50.70
6,084.00
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet kilo
200 100 50
668.20 425.10 48.10
133,640.00 42,510.00 2,405.00
kilo
110
48.10
5,291.00
7) GI NAILS 8) NAILS
assorted sizes
9) LABOR
186,515.16
10) PLUMBING INSTALLATION
24,082.50
11) ELECTRICAL
17,745.00
12) ARCHITECTS FEE
31,086.19
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-155-
1,950.00 0.00 957,942.90
957,942.90 2,468.93 2,500.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Accessoria or Row House Type III-D Ground Area of Bldg. - 415 square meters
Item
bd ft bd ft bd ft bd ft bd ft bd ft bd ft bd ft bd ft
550 600 2,500 4,900 450 550 400 400 75
27.00 27.00 19.50 19.50 19.50 19.50 27.00 27.00 27.00
3) FORMS
bd ft
4,500
8.75
Total Cost 0.00 0.00 0.00 19,305.00 21,060.00 63,375.00 124,215.00 11,407.50 13,942.50 14,040.00 14,040.00 2,632.50 0.00 51,187.50
4) SCAFFOLDINGS
bd ft
4,500
19.50
114,075.00
2) LUMBER a) Bottom Chord b) Top Chord c) Purlins d) T & G Flooring e) Floor Joist f) Bridging g) Window Jamb h) Door Jamb
Size
Unit
33 pcs 2x6x16 33 pcs 2x5x20 250 pcs 2x3x16 975 pcs 1x3x30 35 pcs 2x6x6 100 pcs 2x6x12 20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
Quantity
Unit Cost
5) TIE WIRE
# 16
kilo
100
50.70
5,070.00
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet kilo
230 80 80
668.20 425.10 48.10
153,686.00 34,008.00 3,848.00
kilo
250
48.10
12,025.00
7) GI NAILS 8) NAILS
assorted sizes
181,161.24
9) LABOR
12,675.00
10) PLUMBING INSTALLATION 11) ELECTRICAL
8,872.50
12) ARCHITECTS FEE
30,191.85
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-156-
1,950.00 0.00 892,767.59
892,767.59 2,151.25 2,200.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Accessoria or Row House Type III-E Ground Area of Bldg. - 370 square meters
Item
2) LUMBER a) Bottom Chord b) Top Chord c) Purlins d) T & G Flooring e) Floor Joist f) Bridging g) Window Jamb h) Door Jamb i) Posts j) Sidings 6) GI ROOFING
Size
Unit
35.10 35.10 25.35 25.35 25.35 25.35 35.10 35.10 35.10 25.35 25.35 668.20 425.10 48.10
kilo
150
48.10
7,215.00
sheet
7) GI NAILS 8) NAILS
kilo
439 439 1,333 4,875 960 320 280 266 15 500 3,000 207 60 60
Total Cost 0.00 0.00 0.00 15,408.90 15,408.90 33,791.55 123,581.25 24,336.00 8,112.00 9,828.00 9,336.60 526.50 12,675.00 76,050.00 138,317.40 25,506.00 2,886.00
bd ft bd ft bd ft bd ft bd ft bd ft bd ft bd ft bd ft
33 pcs 2x6x16 33 pcs 2x5x20 250 pcs 2x3x16 975 pcs 1x3x30 35 pcs 2x6x6 100 pcs 2x6x12 20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10 44 pcs 3x4x10 600 pcs 1x3x20 26 x 32 x 12 26 x32x8
assorted sizes
Quantity
Unit Cost
140,682.23
9) LABOR
12,675.00
10) PLUMBING INSTALLATION 11) ELECTRICAL
6,337.50
12) ARCHITECTS FEE
30,191.85
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-157-
1,950.00 0.00 694,815.68
694,815.68 1,877.88 1,900.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Apartment, Boarding House & Lodging House Type I-A Ground Area of Bldg. - 110 square meters
Item 1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bars
Size
Unit
Quantity
Unit Cost
Total Cost 0.00 0.00 12,675.00 34,164.00 21,391.50 38,480.00 3,380.00 23,205.00 8,710.00 0.00
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m pc bag pc pc pc
50 90 1,500 200 100 150 100
253.50 379.60 14.26 192.40 33.80 154.70 87.10
975 pcs 1x3x30 35 pcs 2x6x6 100 pcs 2x6x12 20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft bd ft bd ft bd ft
3,000 300 400 200 200 10
25.35 25.35 25.35 35.10 35.10 35.10
3) FORMS
bd ft
2,500
11.37
0.00 76,050.00 7,605.00 10,140.00 7,020.00 7,020.00 351.00 0.00 28,437.50
4) SCAFFOLDINGS
bd ft
3,000
25.35
76,050.00
80
50.70
4,056.00
kilo
150 50 50
668.20 425.10 48.10
100,230.00 21,255.00 2,405.00
kilo
80
48.10
3,848.00
2) LUMBER a) T & G Flooring b) Floor Joist c) Bridging d) Window Jamb e) Door Jamb
6"x8"x16"
5) TIE WIRE
# 16
kilo
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet
7) GI NAILS 8) NAILS
assorted sizes
145,859.74
9) LABOR 10) PLUMBING INSTALLATION
29,152.50
11) ELECTRICAL
11,407.50
12) ARCHITECTS FEE
24,309.93
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-158-
1,950.00 0.00 699,152.67
699,152.67 6,355.93 6,400.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Apartment, Boarding House & Lodging House Type I-B Ground Area of Bldg. - 102 square meters
Item 1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bars
Size
Unit
Quantity
Unit Cost
Total Cost 0.00 0.00 6,591.00 19,359.60 29,948.10 38,480.00 3,380.00 23,205.00 8,710.00 0.00
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m pc bag pc pc pc
26 51 2,100 200 100 150 100
253.50 379.60 14.26 192.40 33.80 154.70 87.10
975 pcs 1x3x30 35 pcs 2x6x6 100 pcs 2x6x12 20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft bd ft bd ft bd ft
2,500 300 400 200 200 10
19.50 19.50 19.50 27.00 27.00 27.00
3) FORMS
bd ft
2,500
11.37
0.00 63,375.00 7,605.00 10,140.00 7,020.00 7,020.00 351.00 0.00 28,437.50
4) SCAFFOLDINGS
bd ft
2,500
25.35
63,375.00
75
50.70
3,802.50
kilo
150 75 75
668.20 425.10 48.10
100,230.00 31,882.50 3,607.50
kilo
85
48.10
4,088.50
2) LUMBER a) T & G Flooring b) Floor Joist c) Bridging d) Window Jamb e) Door Jamb
6"x8"x16"
5) TIE WIRE
# 16
kilo
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet
7) GI NAILS 8) NAILS
assorted sizes
122,770.93
9) LABOR 10) PLUMBING INSTALLATION
29,152.50
11) ELECTRICAL
11,407.50
12) ARCHITECTS FEE
20,461.80
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-159-
1,950.00 0.00 646,350.93
646,350.93 6,336.77 6,300.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Apartment, Boarding House & Lodging House Type I-C Ground Area of Bldg. - 108 square meters
Item 1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bars
Size
Unit
Quantity
Unit Cost
Total Cost 0.00 0.00 5,323.50 15,184.00 29,948.10 38,480.00 3,380.00 23,205.00 8,710.00 0.00
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m pc bag pc pc pc
21 40 2,100 200 100 150 100
253.50 379.60 14.26 192.40 33.80 154.70 87.10
975 pcs 1x3x30 35 pcs 2x6x6 100 pcs 2x6x12 20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft bd ft bd ft bd ft
2,000 250 350 200 200 10
25.35 25.35 25.35 35.10 35.10 35.10
3) FORMS
bd ft
2,000
11.37
0.00 50,700.00 6,337.50 8,872.50 7,020.00 7,020.00 351.00 0.00 22,750.00
4) SCAFFOLDINGS
bd ft
2,000
25.35
50,700.00
75
50.70
3,802.50
kilo
150 50 50
668.20 425.10 48.10
100,230.00 21,255.00 2,405.00
kilo
80
48.10
3,848.00
2) LUMBER a) T & G Flooring b) Floor Joist c) Bridging d) Window Jamb e) Door Jamb
6"x8"x16"
5) TIE WIRE
# 16
kilo
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet
7) GI NAILS 8) NAILS
assorted sizes
117,328.87
9) LABOR 10) PLUMBING INSTALLATION
29,152.50
11) ELECTRICAL
11,407.50
12) ARCHITECTS FEE
19,771.47
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-160-
1,950.00 0.00 589,132.44
589,132.44 5,549.30 5,500.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Apartment, Boarding House & Lodging House Type II-A Ground Area of Bldg. - 114 square meters
Item 1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bars
Size
Unit
Quantity
Unit Cost
Total Cost 0.00 0.00 5,070.00 13,286.00 25,669.80 38,480.00 1,690.00 13,923.00 6,968.00 0.00
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m pc bag pc pc pc
20 35 1,800 200 50 90 80
253.50 379.60 14.26 192.40 33.80 154.70 87.10
975 pcs 1x3x30 35 pcs 2x6x6 100 pcs 2x6x12 20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft bd ft bd ft bd ft
7312.50 200 300 200 200 10
19.50 25.35 25.35 35.10 35.10 35.10
3) FORMS
bd ft
1,800
11.37
0.00 25,350.00 5,070.00 7,605.00 7,020.00 7,020.00 351.00 0.00 20,475.00
4) SCAFFOLDINGS
bd ft
1,800
25.35
45,630.00
75
50.70
3,802.50
kilo
150 75 75
668.20 425.10 48.10
100,230.00 31,882.50 3,607.50
kilo
100
48.10
4,810.00
2) LUMBER a) T & G Flooring b) Floor Joist c) Bridging d) Window Jamb e) Door Jamb
6"x8"x16"
5) TIE WIRE
# 16
kilo
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet
7) GI NAILS 8) NAILS
assorted sizes
106,986.26
9) LABOR 10) PLUMBING INSTALLATION
26,617.50
11) ELECTRICAL
11,407.50
12) ARCHITECTS FEE
19,771.47
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-161-
1,950.00 0.00 534,673.03
534,673.03 4,690.11 4,700.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Apartment, Boarding House & Lodging House Type II-B Ground Area of Bldg. - 113 square meters
Item 1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bars
Size
Unit
Quantity
Unit Cost
Total Cost 0.00 0.00 3,802.50 9,490.00 24,242.00 11,544.00 1,690.00 13,923.00 6,968.00 0.00
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m pc bag pc pc pc
15 25 1,700 60 50 90 80
253.50 379.60 14.26 192.40 33.80 154.70 87.10
975 pcs 1x3x30 35 pcs 2x6x6 100 pcs 2x6x12 20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft bd ft bd ft bd ft
1,000 200 250 150 330 10
25.35 25.35 25.35 35.10 27.00 35.10
3) FORMS
bd ft
1,400
11.37
0.00 25,350.00 5,070.00 6,337.50 5,265.00 5,265.00 351.00 0.00 15,925.00
4) SCAFFOLDINGS
bd ft
1,400
25.35
35,490.00
70
50.70
3,549.00
kilo
150 60 150
668.20 425.10 48.10
100,230.00 25,506.00 7,215.00
kilo
150
48.10
7,215.00
2) LUMBER a) T & G Flooring b) Floor Joist c) Bridging d) Window Jamb e) Door Jamb
6"x8"x16"
5) TIE WIRE
# 16
kilo
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet
7) GI NAILS 8) NAILS
assorted sizes
9) LABOR
92,997.77
10) PLUMBING INSTALLATION
26,617.50
11) ELECTRICAL
11,407.50
12) ARCHITECTS FEE
15,499.62
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-162-
1,950.00 0.00 462,900.39
462,900.39 4,096.46 4,100.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Apartment, Boarding House & Lodging House Type II-C Ground Area of Bldg. - 120 square meters
Item 1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bars
Size
Unit
Quantity
Unit Cost
Total Cost 0.00 0.00 3,802.50 9,490.00 24,243.70 11,544.00 1,690.00 13,923.00 6,968.00 0.00
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m pc bag pc pc pc
15 25 1,700 60 50 90 80
253.50 379.60 14.26 192.40 33.80 154.70 87.10
975 pcs 1x3x30 35 pcs 2x6x6 100 pcs 2x6x12 20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft bd ft bd ft bd ft
900 200 250 150 150 10
25.35 25.35 25.35 35.10 35.10 35.10
22,805.00 5,070.00 6,337.50 5,265.00 5,265.00 351.00
3) FORMS
bd ft
1,300
11.37
14,787.50
4) SCAFFOLDINGS
bd ft
1,300
25.35
32,350.00
70
50.70
3,549.00
kilo
150 50 50
668.20 425.10 48.10
100,230.00 21,255.00 2,405.00
kilo
80
48.10
3,848.00
2) LUMBER a) T & G Flooring b) Floor Joist c) Bridging d) Window Jamb e) Door Jamb
6"x8"x16"
5) TIE WIRE
# 16
kilo
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet
7) GI NAILS 8) NAILS
assorted sizes
9) LABOR
92,997.77
10) PLUMBING INSTALLATION
26,617.50
11) ELECTRICAL
11,407.50
12) ARCHITECTS FEE
15,499.62
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-163-
1,950.00 0.00 443,651.59
443,651.59 3,697.10 3,700.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Apartment, Boarding House & Lodging House Type III-A Ground Area of Bldg. - 118 square meters
Item 1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bars
Size
Unit
Quantity
Unit Cost
Total Cost 0.00
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m pc bag pc pc pc
8 15 1,400 60 50 90 80
253.50 379.60 14.26 192.40 33.80 154.70 87.10
2,028.00 5,694.00 19,965.00 11,544.00 1,690.00 12,376.00 6,968.00
975 pcs 1x3x30 35 pcs 2x6x6 100 pcs 2x6x12 20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft bd ft bd ft bd ft
900 200 250 150 150 10
25.35 25.35 25.35 35.10 35.10 35.10
22,815.00 5,070.00 6,337.50 5,265.00 5,265.00 351.00
3) FORMS
bd ft
1,100
11.37
12,512.50
4) SCAFFOLDINGS
bd ft
1,100
25.35
27,885.00
70
50.70
3,549.00
kilo
150 50 50
668.20 425.10 48.10
100,230.00 21,255.00 2,405.00
kilo
70
48.10
3,367.00
2) LUMBER a) T & G Flooring b) Floor Joist c) Bridging d) Window Jamb e) Door Jamb
6"x8"x16"
5) TIE WIRE
# 16
kilo
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet
7) GI NAILS 8) NAILS
assorted sizes
9) LABOR
79,546.01
10) PLUMBING INSTALLATION
10,140.00
11) ELECTRICAL
10,140.00
12) ARCHITECTS FEE
13,257.67
13) BLDG.PERMIT MISCELLANEOUS
1,950.00 Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-164-
391,605.68
391,605.68 3,318.69 3,300.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Apartment, Boarding House & Lodging House Type III-B Ground Area of Bldg. - 116 square meters
Item 1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bars
Size
Unit
Quantity
Unit Cost
Total Cost 0.00
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m pc bag pc pc pc
4 10 1,400 50 55 80 80
253.50 379.60 14.26 192.40 33.80 154.70 87.10
1,014.00 3,796.00 19,965.40 9,620.00 1,859.00 12,376.00 6,968.00
975 pcs 1x3x30 35 pcs 2x6x6 100 pcs 2x6x12 20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft bd ft bd ft bd ft
700 150 150 150 150 10
25.35 25.35 25.35 35.10 35.10 35.10
17,745.00 3,802.50 3,802.50 5,265.00 5,265.00 351.00
3) FORMS
bd ft
1,000
11.37
11,375.00
4) SCAFFOLDINGS
bd ft
1,000
25.35
25,350.00
70
50.70
3,549.00
kilo
150 50 50
668.20 425.10 48.10
100,230.00 21,255.00 2,405.00
kilo
80
48.10
3,848.00
2) LUMBER a) T & G Flooring b) Floor Joist c) Bridging d) Window Jamb e) Door Jamb
6"x8"x16"
5) TIE WIRE
# 16
kilo
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet
7) GI NAILS 8) NAILS
assorted sizes
9) LABOR
72,644.48
10) PLUMBING INSTALLATION
10,140.00
11) ELECTRICAL
10,140.00
12) ARCHITECTS FEE
12,107.40
13) BLDG.PERMIT MISCELLANEOUS
1,950.00 Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-165-
366,823.28
366,823.28 3,159.24 3,200.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Apartment, Boarding House & Lodging House Type III-C Ground Area of Bldg. - 116 square meters
Item 1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bars
Size
Unit
Quantity
Unit Cost
Total Cost 0.00
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m pc bag pc pc pc
4 10 1,000 50 55 50 50
253.50 379.60 14.26 192.40 33.80 154.70 87.10
1,014.00 3,796.00 14,261.00 9,620.00 1,859.00 7,735.00 4,355.00
975 pcs 1x3x30 35 pcs 2x6x6 100 pcs 2x6x12 20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft bd ft bd ft bd ft
500 150 150 150 150 10
25.35 25.35 25.35 35.10 35.10 35.10
12,675.00 3,802.50 3,802.50 5265.00 5,265.00 351.00
3) FORMS
bd ft
1,000
11.37
11,375.00
4) SCAFFOLDINGS
bd ft
1,000
25.35
25,350.00
70
50.70
3,549.00
kilo
140 50 50
668.20 425.00 48.10
93,548.00 21,255.00 2,405.00
kilo
60
48.10
2,886.00
2) LUMBER a) T & G Flooring b) Floor Joist c) Bridging d) Window Jamb e) Door Jamb
6"x8"x16"
5) TIE WIRE
# 16
kilo
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet
7) GI NAILS 8) NAILS
assorted sizes
9) LABOR
65,501.86
10) PLUMBING INSTALLATION
10,140.00
11) ELECTRICAL
10,140.00
12) ARCHITECTS FEE
10,916.97
13) BLDG.PERMIT MISCELLANEOUS
1,950.00 Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-166-
332,817.83
332,817.83 2,869.11 2,900.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Apartment, Boarding House & Lodging House Type III-D Ground Area of Bldg. - 110 square meters
Item 1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bars
Size
Unit
Quantity
Unit Cost
Total Cost 0.00
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m pc bag pc pc pc
4 10 700 50 55 50 70
253.50 379.60 14.26 192.40 33.80 154.70 87.10
1,014.00 3,796.00 9,982.30 9,620.00 1,690.00 7,735.00 6,097.00
975 pcs 1x3x30 35 pcs 2x6x6 100 pcs 2x6x12 20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft bd ft bd ft bd ft
250 110 100 100 120 10
25.35 25.35 25.35 35.10 35.10 35.10
6,337.50 2,788.50 2,535.00 3,510.00 4,212.00 351.00
3) FORMS
bd ft
350
11.37
3,981.25
4) SCAFFOLDINGS
bd ft
350
25.35
8,872.50
50
50.70
2,535.00
kilo
150 50 50
668.20 425.10 48.10
100,230.00 21,255.00 2,405.00
kilo
70
48.10
3,367.00
2) LUMBER a) T & G Flooring b) Floor Joist c) Bridging d) Window Jamb e) Door Jamb
6"x8"x16"
5) TIE WIRE
# 16
kilo
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet
7) GI NAILS 8) NAILS
assorted sizes
9) LABOR
58,533.15
10) PLUMBING INSTALLATION
10,140.00
11) ELECTRICAL
10,140.00
12) ARCHITECTS FEE
9,735.44
13) BLDG.PERMIT MISCELLANEOUS
1,950.00 Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-167-
292,812.64
292,812.64 2,661.93 2,700.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Apartment, Boarding House & Lodging House Type III-E Ground Area of Bldg. - 110 square meters
Item 1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bars
Size
Unit
Quantity
Unit Cost
Total Cost 0.00
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m pc bag pc pc pc
4 10 500 50 50 50 60
253.50 379.60 14.26 192.40 33.80 154.70 87.10
1,014.00 3,796.00 7,130.50 9,620.00 1,690.00 9,282.00 5,226.00
975 pcs 1x3x30 35 pcs 2x6x6 100 pcs 2x6x12 20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft bd ft bd ft bd ft
200 100 90 100 100 10
25.35 25.35 25.35 35.10 35.10 35.10
5,070.00 2,535.00 2,281.50 3,510.00 3,510.00 351.00
3) FORMS
bd ft
250
11.37
2,843.75
4) SCAFFOLDINGS
bd ft
250
25.35
6,337.50
50
50.70
2,535.00
kilo
140 50 50
668.20 425.10 48.10
93,548.00 21,255.00 2,405.00
kilo
70
48.10
3,367.00
2) LUMBER a) T & G Flooring b) Floor Joist c) Bridging d) Window Jamb e) Door Jamb
6"x8"x16"
5) TIE WIRE
# 16
kilo
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet
7) GI NAILS 8) NAILS
assorted sizes
9) LABOR
58,533.15
10) PLUMBING INSTALLATION
10,140.00
11) ELECTRICAL
10,140.00
12) ARCHITECTS FEE
9,735.44
13) BLDG.PERMIT MISCELLANEOUS
1,950.00 Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-168-
277,805.84
277,805.84 2,525.50 2,500.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Garage, Quarters, etc. Type I-A Ground Area of Bldg. - 32 square meters
Item 1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bars
Size
Unit
Quantity
Unit Cost
Total Cost 0.00 0.00 6,337.50 5,694.00 4,278.30 9,620.00 1,690.00 7,735.00 4,267.90 0.00
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m pc bag pc pc pc
25 15 300 50 50 50 49
253.50 379.60 14.26 192.40 33.80 154.70 87.10
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft
40 40 10
35.10 35.10 35.10
0.00 1,404.00 1,404.00 351.00
3) FORMS
bd ft
245
11.37
2,786.87
4) SCAFFOLDINGS
bd ft
245
25.35
6,210.75
2) LUMBER a) Window Jamb b) Door Jamb
6"x8"x16"
5) TIE WIRE
# 16
kilo
50
50.70
2,535.00
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
90 5 20
668.20 425.10 48.10
60,138.00 2,125.50 962.00
assorted sizes
kilo
65
48.10
3,126.50
7) GI NAILS 8) NAILS 9) LABOR
37,776.57
10) PLUMBING INSTALLATION
3,042.00
11) ELECTRICAL
3,042.00
12) ARCHITECTS FEE
6,294.40
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-169-
1,950.00 0.00 172,771.29
172,770.99 5,399.09 5,400.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Garage, Quarters, etc. Type I-B Ground Area of Bldg. - 28 square meters
Item 1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bars
Size
Unit
Quantity
Unit Cost
Total Cost 0.00 0.00 3,802.50 5,694.00 2,852.20 5,772.00 1,014.00 4,641.00 2,177.50 0.00
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m pc bag pc pc pc
15 15 200 30 30 30 25
253.50 379.60 14.26 192.40 33.80 154.70 87.10
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft
35 330 10
35.10 35.00 35.10
0.00 1,228.50 1,228.50 351.00
3) FORMS
bd ft
150
11.37
1,706.25
4) SCAFFOLDINGS
bd ft
150
25.35
3,802.50
2) LUMBER a) Window Jamb b) Door Jamb
6"x8"x16"
5) TIE WIRE
# 16
kilo
50
50.70
2,535.00
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
75 5 18
668.20 425.10 48.10
50,115.00 2,125.50 865.80
assorted sizes
kilo
55
48.10
2,645.50
7) GI NAILS 8) NAILS 9) LABOR
28,777.32
10) PLUMBING INSTALLATION
3,042.00
11) ELECTRICAL
3,042.00
12) ARCHITECTS FEE
4,796.22
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-170-
1,950.00 0.00 134,164.29
134,164.29 4,791.58 4,800.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Garage, Quarters, etc. Type I-C Ground Area of Bldg. - 28 square meters
Item 1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bars
Size
Unit
Quantity
Unit Cost
Total Cost 0.00 0.00 3,802.50 5,694.00 3,565.25 4,810.00 1,183.00 5,414.50 1,742.00 0.00
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m pc bag pc pc pc
15 15 250 25 35 35 20
253.50 379.60 14.26 192.40 33.80 154.70 87.10
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft
40 35 10
35.10 35.10 35.10
0.00 1,404.00 1,228.50 351.00
3) FORMS
bd ft
150
11.37
1,706.25
4) SCAFFOLDINGS
bd ft
150
25.35
3,802.50
2) LUMBER a) Window Jamb b) Door Jamb
6"x8"x16"
5) TIE WIRE
# 16
kilo
50
50.70
2,535.00
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
60 5 20
668.20 425.10 48.10
40,092.00 2,125.50 962.00
assorted sizes
kilo
40
48.10
1,924.00
7) GI NAILS 8) NAILS 9) LABOR
24,384.16
10) PLUMBING INSTALLATION
3,042.00
11) ELECTRICAL
3,042.00
12) ARCHITECTS FEE
4,061.19
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-171-
1,950.00 0.00 118,821.35
118,821.35 4,243.62 4,200.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Garage, Quarters, etc. Type II-A Ground Area of Bldg. - 28 square meters
Item 1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bars
Size
Unit
Quantity
Unit Cost
Total Cost 0.00 0.00 3,802.50 5,694.00 3,565.25 4,810.00 1,014.00 4,641.00 1,567.80 0.00
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m pc bag pc pc pc
15 15 250 25 30 30 18
253.50 379.60 14.26 192.40 33.80 154.70 87.10
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft
330 330 10
35.10 35.10 35.10
0.00 1,053.00 1,053.00 351.00
3) FORMS
bd ft
150
11.37
1,706.25
4) SCAFFOLDINGS
bd ft
150
25.35
3,802.50
2) LUMBER a) Window Jamb b) Door Jamb
6"x8"x16"
5) TIE WIRE
# 16
kilo
40
50.70
2,028.00
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
45 4 13
668.20 425.10 48.10
30,069.00 1,700.40 625.30
assorted sizes
kilo
30
48.10
1,443.00
7) GI NAILS 8) NAILS 9) LABOR
21,934.70
10) PLUMBING INSTALLATION
3,042.00
11) ELECTRICAL
3,042.00
12) ARCHITECTS FEE
3,642.79
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-172-
1,950.00 0.00 102,537.49
102,537.49 3,662.05 3,700.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Garage, Quarters, etc. Type II-B Ground Area of Bldg. - 26 square meters
Item 1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bars
Size
Unit
Quantity
Unit Cost
Total Cost 0.00 0.00 3,802.50 5,694.00 3,565.25 4,810.00 676.00 4,641.00 1,742.00 0.00
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m pc bag pc pc pc
15 15 250 25 20 30 20
253.50 379.60 14.26 192.40 33.80 154.70 87.10
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft
330 330 10
35.10 35.10 35.10
0.00 1,053.00 1,053.00 351.00
3) FORMS
bd ft
150
11.37
1,706.25
4) SCAFFOLDINGS
bd ft
150
25.35
3,802.50
2) LUMBER a) Window Jamb b) Door Jamb
6"x8"x16"
5) TIE WIRE
# 16
kilo
20
50.70
1,014.00
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
38 5 15
668.20 425.10 48.10
25,391.60 2,125.50 721.50
assorted sizes
kilo
30
48.10
1,443.00
7) GI NAILS 8) NAILS 9) LABOR
18,662.67
10) PLUMBING INSTALLATION
3,042.00
11) ELECTRICAL
3,042.00
12) ARCHITECTS FEE
3,110.44
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-173-
1,560.00 0.00 93,009.21
93,009.21 3,577.27 3,600.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Garage, Quarters, etc. Type II-C Ground Area of Bldg. - 26 square meters
Item 1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bars
Size
Unit
Quantity
Unit Cost
Total Cost 0.00 0.00 3,802.50 5,694.00 3,565.25 4,810.00 676.00 4,641.00 1,567.80 0.00
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m pc bag pc pc pc
15 15 250 25 20 30 18
253.50 379.60 14.26 192.40 33.80 154.70 87.10
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft
30 330 10
35.10 35.10 35.10
0.00 1,053.00 1,053.00 351.00
3) FORMS
bd ft
140
11.37
1,592.50
4) SCAFFOLDINGS
bd ft
140
25.35
3,549.00
2) LUMBER a) Window Jamb b) Door Jamb
6"x8"x16"
5) TIE WIRE
# 16
kilo
18
50.70
912.60
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
35 3 13
668.20 425.10 48.10
23,387.00 1,275.30 625.30
assorted sizes
kilo
20
48.10
962.00
7) GI NAILS 8) NAILS 9) LABOR
17,229.12
10) PLUMBING INSTALLATION
3,042.00
11) ELECTRICAL
3,042.00
12) ARCHITECTS FEE
2,871.51
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-174-
1,365.00 0.00 87,066.88
87,066.88 3,348.73 3,300.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Garage, Quarters, etc. Type III-A Ground Area of Bldg. - 24 square meters
Item 1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bars
Size
Unit
Quantity
Unit Cost
Total Cost 0.00 0.00 2,535.00 3,796.00 2,852.00 3,848.00 608.40 3,867.50 1,306.50 0.00
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m pc bag pc pc pc
10 10 150 20 18 25 13
253.50 379.60 14.26 192.40 33.80 154.70 87.10
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft
25 25 8
35.10 35.10 35.10
0.00 877.50 877.50 280.80
3) FORMS
bd ft
140
11.37
1,592.50
4) SCAFFOLDINGS
bd ft
140
25.35
3,549.00
2) LUMBER a) Window Jamb b) Door Jamb
6"x8"x16"
5) TIE WIRE
# 16
kilo
18
50.70
912.60
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
33 3 10
668.20 425.10 48.10
22,050.60 1,275.30 481.00
assorted sizes
kilo
20
48.10
962.00
7) GI NAILS 8) NAILS 9) LABOR
12,784.00
10) PLUMBING INSTALLATION
2,028.00
11) ELECTRICAL
3,042.00
12) ARCHITECTS FEE
2,130.66
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-175-
1,365.00 0.00 73,021.86
73,022.86 3,042.62 3,000.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Garage, Quarters, etc. Type III-B Ground Area of Bldg. - 24 square meters
Item 1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bars
Size
Unit
Quantity
Unit Cost
Total Cost 0.00 0.00 2,535.00 3,796.00 2,139.00 3,848.00 507.00 3,094.00 1,132.30 0.00
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m pc bag pc pc pc
10 10 150 20 15 20 13
253.50 379.60 14.26 192.40 33.80 154.70 87.40
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft
20 20 8
35.10 35.10 35.10
0.00 702.00 702.00 280.80
3) FORMS
bd ft
120
11.37
1,365.00
4) SCAFFOLDINGS
bd ft
120
25.35
3,042.00
2) LUMBER a) Window Jamb b) Door Jamb
6"x8"x16"
5) TIE WIRE
# 16
kilo
15
50.70
760.50
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
33 3 10
668.20 425.10 48.10
22,050.60 1,275.30 481.00
assorted sizes
kilo
20
48.10
962.00
7) GI NAILS 8) NAILS 9) LABOR
11,348.55
10) PLUMBING INSTALLATION
1,521.00
11) ELECTRICAL
1,521.00
12) ARCHITECTS FEE
1,891.40
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-176-
1,170.00 0.00 66,124.45
66,124.45 2,755.19 2,800.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Garage, Quarters, etc. Type III-C Ground Area of Bldg. - 22 square meters
Item
bd ft bd ft bd ft
25 25 10
35.10 35.10 35.10
2) FORMS
bd ft
100
11.37
Total Cost 0.00 0.00 877.50 877.50 351.00 0.00 1,137.50
3) SCAFFOLDINGS
bd ft
100
25.35
2,535.00
1) LUMBER d) Window Jamb e) Door Jamb
Size
Unit
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
Quantity
Unit Cost
4) TIE WIRE
# 16
kilo
15
50.70
760.50
5) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
30 3 10
668.20 425.10 48.10
20,046.00 1,275.30 481.00
assorted sizes
kilo
25
48.10
1,202.50
6) GI NAILS 7) NAILS 8) LABOR
10,078.99
9) PLUMBING INSTALLATION
1,521.00
10) ELECTRICAL
1,521.00
11) ARCHITECTS FEE
1,571.06
12) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-177-
1,365.00 0.00 45,600.85
45,600.85 2,072.77 2,100.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Garage, Quarters, etc. Type III-D Ground Area of Bldg. - 18 square meters
Item
bd ft bd ft bd ft
20 20 8
35.10 35.10 35.10
2) FORMS
bd ft
110
11.37
Total Cost 0.00 0.00 702.00 702.00 280.80 0.00 1,251.25
3) SCAFFOLDINGS
bd ft
110
25.35
2,788.50
6
50.70
304.20
1) LUMBER d) Window Jamb e) Door Jamb
Size
Unit
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
Quantity
Unit Cost
4) TIE WIRE
# 16
kilo
5) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
20 3 5
668.20 425.10 48.10
13,364.00 1,275.30 240.50
assorted sizes
kilo
18
48.10
865.80
6) GI NAILS 7) NAILS 8) LABOR
6,935.76
9) PLUMBING INSTALLATION
1,140.75
10) ELECTRICAL
1,140.75
11) ARCHITECTS FEE
1,155.96
12) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-178-
780.00 0.00 32,927.57
32,927.57 1,829.31 1,800.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Garage, Quarters, etc. Type III-E Ground Area of Bldg. - 20 square meters
Item
bd ft bd ft bd ft
15 15 10
35.10 35.10 35.10
2) FORMS
bd ft
75
11.37
Total Cost 0.00 0.00 526.50 526.50 245.70 0.00 853.12
3) SCAFFOLDINGS
bd ft
75
25.35
1,901.25
6
50.70
304.20
1) LUMBER a) Window Jamb b) Door Jamb
Size
Unit
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
Quantity
Unit Cost
4) TIE WIRE
# 16
kilo
5) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
20 3 5
668.20 425.10 48.10
13,364.00 1,275.30 240.50
assorted sizes
kilo
13
48.10
625.30
6) GI NAILS 7) NAILS 8) LABOR
6,550.44
9) PLUMBING INSTALLATION
570.37
10) ELECTRICAL
570.37
11) ARCHITECTS FEE
1,090.05
12) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-179-
585.00 0.00 29,228.60
29,228.60 1,461.43 1,500.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : School Building Type I-A Ground Area of Bldg. - 330 square meters
Item 1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bars
Size
Unit
Quantity
Unit Cost
Total Cost 0.00 0.00 126,750.00 151,840.00 71,305.00 288,600.00 10,140.00 46,410.00 130,650.00 0.00
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m pc bag pc pc pc
500 400 5,000 1,500 300 300 1,500
253.50 379.60 14.26 192.40 33.80 154.70 87.10
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft
350 350 250
35.10 35.10 35.10
0.00 12,285.00 12,285.00 8,775.00
3) FORMS
bd ft
6,500
11.37
73,937.50
4) SCAFFOLDINGS
bd ft
6,500
25.35
164,775.00
2) LUMBER a) Window Jamb b) Door Jamb
6"x8"x16"
5) TIE WIRE
# 16
kilo
300
50.70
15,210.00
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
350 75 75
668.20 425.10 48.10
233,870.00 31,882.50 3,607.50
assorted sizes
kilo
250
48.10
12,025.00
7) GI NAILS 8) NAILS 9) LABOR
443,736.54
10) PLUMBING INSTALLATION
45,630.00
11) ELECTRICAL
86,190.00
12) ARCHITECTS FEE
73,956.09
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-180-
5,850.00 0.00 2,049,710.13
2,049,710.13 6,211.24 6,200.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : School Building Type I-B Ground Area of Bldg. - 327 square meters
Item 1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bars
Size
Unit
Quantity
Unit Cost
Total Cost 0.00 0.00 101,400.00 113,880.00 57,044.00 288,600.00 6,760.00 30,940.00 130,650.00 0.00
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m pc bag pc pc pc
400 300 4,000 1,500 200 200 1,500
253.50 379.60 14.26 192.40 33.80 154.70 87.10
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft
350 350 250
35.10 35.10 35.10
0.00 12,285.00 12,285.00 8,775.00
3) FORMS
bd ft
6,500
11.37
73,937.50
4) SCAFFOLDINGS
bd ft
6,500
25.35
164,775.00
2) LUMBER a) Window Jamb b) Door Jamb
6"x8"x16"
5) TIE WIRE
# 16
kilo
300
50.70
15,210.00
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
350 75 75
668.20 425.10 48.10
233,870.00 31,882.50 3,607.50
assorted sizes
kilo
250
48.10
12,025.00
7) GI NAILS 8) NAILS 9) LABOR
401,414.71
10) PLUMBING INSTALLATION
45,630.00
11) ELECTRICAL
57,037.50
12) ARCHITECTS FEE
66,851.74
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
5,850.00 0.00 1,874,710.45
1,874,710.45 5,733.05 5,700.00
-181-
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : School Building Type I-C Ground Area of Bldg. - 314 square meters
Item 1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bars
Size
Unit
Quantity
Unit Cost
Total Cost 0.00 0.00 25,350.00 75,920.00 78,435.50 346,320.00 10,140.00 46,410.00 69,680.00 0.00
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m pc bag pc pc pc
100 200 5,500 1,800 300 300 800
253.50 379.60 14.26 192.40 33.80 154.70 87.10
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft
300 300 200
35.10 35.10 35.10
0.00 10,530.00 10,530.00 7,020.00
3) FORMS
bd ft
5,500
11.37
62,562.50
4) SCAFFOLDINGS
bd ft
3,500
25.35
88,725.00
2) LUMBER a) Window Jamb b) Door Jamb
6"x8"x16"
5) TIE WIRE
# 16
kilo
200
50.70
10,140.00
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
340 50 50
668.20 425.10 48.10
227,188.00 21,255.00 2,405.00
assorted sizes
kilo
180
48.10
8,658.00
7) GI NAILS 8) NAILS 9) LABOR
341,046.22
10) PLUMBING INSTALLATION
45,630.00
11) ELECTRICAL
45,630.00
12) ARCHITECTS FEE
56,839.77
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-182-
3,900.00 0.00 1,594,314.99
1,594,314.99 5,077.43 5,100.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : School Building Type II-A Ground Area of Bldg. - 314 square meters
Item 1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bars
Size
Unit
Quantity
Unit Cost
Total Cost 0.00 0.00 25,350.00 37,960.00 78,435.50 346,320.00 8,450.00 38,675.00 60,970.00 0.00
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m pc bag pc pc pc
100 100 5,500 1,800 250 250 700
253.50 379.60 14.26 192.40 33.80 154.70 87.10
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft
350 350 250
35.10 35.10 35.10
0.00 12,285.00 12,285.00 12,285.00
3) FORMS
bd ft
6,000
11.37
68,250.00
4) SCAFFOLDINGS
bd ft
6,000
25.35
152,100.00
2) LUMBER a) Window Jamb b) Door Jamb
6"x8"x16"
5) TIE WIRE
# 16
kilo
200
50.70
10,140.00
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
350 50 50
668.20 425.10 48.10
233,870.00 21,255.00 2,405.00
assorted sizes
kilo
180
48.10
8,658.00
7) GI NAILS 8) NAILS 9) LABOR
130,598.97
10) PLUMBING INSTALLATION
40,560.00
11) ELECTRICAL
40,560.00
12) ARCHITECTS FEE
49,933.15
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-183-
3,900.00 0.00 1,395,245.62
1,395,245.62 4,443.46 4,400.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : School Building Type II-B Ground Area of Bldg. - 306 square meters
Item 1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bars
Size
Unit
Quantity
Unit Cost
Total Cost 0.00 0.00 6,337.50 18,980.00 71,305.00 288,600.00 8,450.00 38,675.00 26,130.00 0.00
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m pc bag pc pc pc
25 50 5,000 1,500 250 250 300
253.50 379.60 14.26 192.40 33.80 154.70 87.10
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft
300 300 250
35.10 35.10 35.10
0.00 10,530.00 10,530.00 8,775.00
3) FORMS
bd ft
5,000
11.37
56,850.00
4) SCAFFOLDINGS
bd ft
3,500
25.35
88,725.00
2) LUMBER a) Window Jamb b) Door Jamb
6"x8"x16"
5) TIE WIRE
# 16
kilo
150
50.70
7,605.00
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
300 50 50
668.20 425.10 48.10
200,460.00 21,255.00 2,405.00
assorted sizes
kilo
175
48.10
8,417.50
7) GI NAILS 8) NAILS 9) LABOR
274,844.70
10) PLUMBING INSTALLATION
40,560.00
11) ELECTRICAL
40,560.00
12) ARCHITECTS FEE
45,807.45
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-184-
3,900.00 0.00 1,279,702.15
1,279,702.15 4,182.03 4,200.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : School Building Type II-C Ground Area of Bldg. - 300 square meters
Item 1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bars
Size
Unit
Quantity
Unit Cost
Total Cost 0.00 0.00 3,802.50 9,490.00 49,910.00 230,880.00 6,760.00 30,940.00 21,775.00 0.00
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m pc bag pc pc pc
15 25 3,500 1,200 200 200 250
253.50 379.60 14.26 192.40 33.80 154.70 87.10
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft
300 300 250
35.10 35.10 35.10
0.00 10,530.00 947.70 8,775.00
3) FORMS
bd ft
5,000
11.37
56,875.00
4) SCAFFOLDINGS
bd ft
3,500
25.35
88,725.00
2) LUMBER a) Window Jamb b) Door Jamb
6"x8"x16"
5) TIE WIRE
# 16
kilo
150
50.70
7,605.00
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
300 60 60
668.20 425.10 48.10
200,460.00 25,506.00 2,886.00
assorted sizes
kilo
175
48.10
8,417.50
7) GI NAILS 8) NAILS 9) LABOR
252,698.94
10) PLUMBING INSTALLATION
40,560.00
11) ELECTRICAL
40,560.00
12) ARCHITECTS FEE
42,116.49
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-185-
3,900.00 0.00 1,144,120.13
1,144,120.13 3,813.73 3,800.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : School Building Type III-A Ground Area of Bldg. - 300 square meters
Item 1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bars
Size
Unit
Quantity
Unit Cost
Total Cost 0.00 0.00 1,267.50 3,796.00 14,260.00 153,920.00 5,070.00 23,205.00 17,420.00 0.00
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m pc bag pc pc pc
5 10 1,000 800 150 150 200
253.50 379.60 14.26 192.40 33.80 154.70 87.10
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft
300 300 250
35.10 35.10 35.10
0.00 10,530.00 10,530,00 8,775.00
3) FORMS
bd ft
4,000
11.37
45,500.00
4) SCAFFOLDINGS
bd ft
3,500
25.35
88,725.00
2) LUMBER a) Window Jamb b) Door Jamb
6"x8"x16"
5) TIE WIRE
# 16
kilo
140
50.70
7,098.00
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
300 50 50
668.20 425.10 48.10
200,460.00 21,255.00 2,405.00
assorted sizes
kilo
175
48.10
8,417.50
7) GI NAILS 8) NAILS 9) LABOR
201,741.63
10) PLUMBING INSTALLATION
27,885.00
11) ELECTRICAL
27,885.00
12) ARCHITECTS FEE
33,621.70
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-186-
3,120.00 0.00 906,357.33
906,357.33 3,021.19 3,000.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : School Building Type III-B Ground Area of Bldg. - 317 square meters
Item 1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bars
Size
Unit
Quantity
Unit Cost
Total Cost 0.00 0.00 6,337.50 9,490.00 12,834.90 144,300.00 4,056.00 18,564.00 8,710.00 0.00
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m pc bag pc pc pc
25 25 900 750 120 120 100
253.50 379.60 14.26 192.40 33.80 154.70 87.10
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft
300 300 250
35.10 35.10 35.10
0.00 10,530.00 10,530.00 8,775.00
3) FORMS
bd ft
4,000
11.37
45,500.00
4) SCAFFOLDINGS
bd ft
3,500
25.35
88,725.00
2) LUMBER a) Window Jamb b) Door Jamb
6"x8"x16"
5) TIE WIRE
# 16
kilo
140
50.70
7,098.00
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
300 60 60
668.20 425.10 48.10
200,460.00 25,506.00 2,886.00
assorted sizes
kilo
180
48.10
8,658.00
7) GI NAILS 8) NAILS 9) LABOR
195,581.58
10) PLUMBING INSTALLATION
27,885.00
11) ELECTRICAL
27,885.00
12) ARCHITECTS FEE
32,595.03
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
3,120.00 0.00 900,027.01
900,027.01 2,839.20 2,800.00
-187-
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : School Building Type III-C Ground Area of Bldg. - 320 square meters
Item
Size
Unit
1) LUMBER
Quantity
Unit Cost
bd ft
8,000
35.10
Total Cost 0.00 280,800.00
2) Window Jamb 3) Door Jamb
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft
300 300 250
35.10 35.10 35.10
10,530.00 10,530.00 8,775.00
4) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
300 50 50
668.20 425.10 48.10
200,460.00 21,255.00 2,405.00
assorted sizes
kilo
180
48.10
8,658.00
5) GI NAILS 6) NAILS 7) LABOR
179,744.17
8) PLUMBING INSTALLATION
27,885.00
9) ELECTRICAL
27,885.00
10) ARCHITECTS FEE
31,715.38
11) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-188-
3,120.00 0.00 813,762.55
813,762.55 2,543.01 2,500.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : School Building Type III-D Ground Area of Bldg. - 300 square meters
Item
Size
Unit
1) LUMBER
Quantity
Unit Cost
bd ft
7,000
35.10
Total Cost 0.00 245,700.00
2) Window Jamb 3) Door Jamb
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft
200 200 200
35.10 35.10 35.10
7,020.00 7,020.00 7,020.00
4) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
275 50 50
668.20 425.10 48.10
183,755.00 21,255.00 2,405.00
assorted sizes
kilo
150
48.10
7,215.00
5) GI NAILS 6) NAILS 7) LABOR
150,464.92
8) PLUMBING INSTALLATION
17,745.00
9) ELECTRICAL
20,280.00
10) ARCHITECTS FEE
25,077.48
11) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-189-
2,340.00 0.00 697,297.40
697,297.40 2,324.32 2,300.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : School Building Type III-E Ground Area of Bldg. - 300 square meters
Item
Size
Unit
1) LUMBER
Quantity
Unit Cost
bd ft
6,000
35.10
Total Cost 0.00 210,600.00
2) Window Jamb 3) Door Jamb
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft
200 200 200
35.10 35.10 35.10
7,020.00 7,020.00 7,020.00
4) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
275 50 50
668.20 425.10 48.10
183,755.00 21,255.00 2,405.00
assorted sizes
kilo
150
48.10
7,215.00
5) GI NAILS 6) NAILS 7) LABOR
132,692.04
8) PLUMBING INSTALLATION
17,745.00
9) ELECTRICAL
20,280.00
10) ARCHITECTS FEE
22,267.44
11) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-190-
2,340.00 0.00 641,614.48
641,614.48 2,138.71 2,100.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Hotel, Hospital, etc. Type I-A Ground Area of Bldg. - 280 square meters
Item 1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bars
Size
Unit
Quantity
Unit Cost
Total Cost 0.00 0.00 50,700.00 151,840.00 28,522.00 481,000.00 33,800.00 241,950.80 17,420.00 0.00
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m pc bag pc pc pc
200 400 2,000 2,500 1000 1564 200
253.50 379.60 14.26 192.40 33.80 154.70 87.10
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft
450 450 300
35.10 35.10 35.10
0.00 15,795.00 15,795.00 10,530.00
3) FORMS
bd ft
5,000
11.37
56,875.00
4) SCAFFOLDINGS
bd ft
5,000
19.50
139,425.00
2) LUMBER a) Window Jamb b) Door Jamb
6"x8"x16"
5) TIE WIRE
# 16
kilo
250
50.70
12,675.00
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
250 60 75
668.20 425.10 48.10
167,050.00 25,506.00 3,607.50
assorted sizes
kilo
200
48.10
9,620.00
7) GI NAILS 8) NAILS 9) LABOR
471,875.04
10) PLUMBING INSTALLATION
60,840.00
11) ELECTRICAL
86,190.00
12) ARCHITECTS FEE
78,645.84
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-191-
5,850.00 0.00 2,165,512.18
2,165,512.18 7,733.97 7,700.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Hotel, Hospital, etc. Type I-B Ground Area of Bldg. - 270 square meters
Item 1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bars
Size
Unit
Quantity
Unit Cost
Total Cost 0.00 0.00 38,025.00 102,492.00 85,566.00 384,800.00 33,800.00 232,050.00 17,420.00 0.00
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m pc bag pc pc pc
150 270 6,000 2,000 1,000 1,500 200
253.50 379.60 14.26 192.40 33.80 154.70 87.10
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft
350 300 200
35.10 35.10 35.10
0.00 12,285.00 10,530.00 7,020.00
3) FORMS
bd ft
4,000
11.37
45,500.00
4) SCAFFOLDINGS
bd ft
4,000
25.35
101,400.00
2) LUMBER a) Window Jamb b) Door Jamb
6"x8"x16"
5) TIE WIRE
# 16
kilo
150
50.70
7,605.00
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
240 75 75
668.20 425.10 48.10
160,368.00 31,882.50 3,607.50
assorted sizes
kilo
300
48.10
14,430.00
7) GI NAILS 8) NAILS 9) LABOR
429,629.26
10) PLUMBING INSTALLATION
60,840.00
11) ELECTRICAL
81,120.00
12) ARCHITECTS FEE
71,604.87
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-192-
5,070.00 0.00 1,937,045.13
1,937,045.13 7,174.24 7,200.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Hotel, Hospital, etc. Type I-C Ground Area of Bldg. - 260 square meters
Item 1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bars
Size
Unit
Quantity
Unit Cost
Total Cost 0.00 0.00 38,025.00 94,900.00 85,566.00 384,800.00 20,280.00 154,700.00 8,710.00 0.00
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m pc bag pc pc pc
150 250 6,000 2,000 600 1,000 100
253.50 379.60 14.26 192.40 33.80 154.70 87.10
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft
350 300 200
35.10 35.10 35.10
0.00 12,285.00 10,530.00 7,020.00
3) FORMS
bd ft
3,500
11.37
39,812.50
4) SCAFFOLDINGS
bd ft
3,500
25.35
88,725.00
2) LUMBER a) Window Jamb b) Door Jamb
6"x8"x16"
5) TIE WIRE
# 16
kilo
150
50.70
7,605.00
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
200 75 75
668.20 425.10 48.10
133,640.00 31,882.50 3,607.50
assorted sizes
kilo
200
48.10
9,620.00
7) GI NAILS 8) NAILS 9) LABOR
368,335.50
10) PLUMBING INSTALLATION
30,420.00
11) ELECTRICAL
81,120.00
12) ARCHITECTS FEE
61,388.82
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-193-
3,900.00 0.00 1,676,872.82
1,676,872.82 6,449.51 6,400.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Hotel, Hospital, etc. Type II-A Ground Area of Bldg. - 265 square meters
Item 1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bars
Size
Unit
Quantity
Unit Cost
Total Cost 0.00 0.00 12,675.00 37,960.00 85,566.00 384,800.00 20,280.00 139,230.00 8,710.00 0.00
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m pc bag pc pc pc
50 100 6,000 2,000 600 900 100
253.50 379.60 14.26 192.40 33.80 154.70 87.10
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft
330 330 10
35.10 35.10 35.10
0.00 12,285.00 10,530.00 7,020.00
3) FORMS
bd ft
3,500
11.37
62,562.50
4) SCAFFOLDINGS
bd ft
3,000
25.35
76,050.00
2) LUMBER a) Window Jamb b) Door Jamb
6"x8"x16"
5) TIE WIRE
# 16
kilo
150
50.70
7,605.00
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
200 50 50
668.20 425.10 48.10
133,640.00 21,255.00 2,405.00
assorted sizes
kilo
200
48.10
9,620.00
7) GI NAILS 8) NAILS 9) LABOR
329,070.88
10) PLUMBING INSTALLATION
30,420.00
11) ELECTRICAL
58,305.00
12) ARCHITECTS FEE
54,844.72
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-194-
3,900.00 0.00 1,508,734.10
1,508,734.10 5,693.34 5,700.00
1,600,000.00
1,400,000.00
1,200,000.00
1,000,000.00
Datenr…
800,000.00
600,000.00
400,000.00
200,000.00
0.00 1
2
3
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Hotel, Hospital, etc. Type II-B Ground Area of Bldg. - 260 square meters
Item 1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bars
Size
Unit
Quantity
Unit Cost
Total Cost 0.00 0.00 8,872.50 22,776.00 85,566.00 288,600.00 15,210.00 85,085.00 17,420.00 0.00
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m pc bag pc pc pc
35 60 6,000 1,500 450 550 200
253.50 379.60 14.26 192.40 33.80 154.70 87.10
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft
330 330 10
35.10 35.10 35.10
0.00 12,285.00 12,285.00 8,775.00
3) FORMS
bd ft
5,500
11.37
62,562.50
4) SCAFFOLDINGS
bd ft
5,000
25.35
126,750.00
2) LUMBER a) Window Jamb b) Door Jamb
6"x8"x16"
5) TIE WIRE
# 16
kilo
200
50.70
10,140.00
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
200 20 20
668.20 425.10 48.10
133,640.00 21,255.00 2,405.00
assorted sizes
kilo
250
48.10
12,025.00
7) GI NAILS 8) NAILS 9) LABOR
294,354.06
10) PLUMBING INSTALLATION
30,420.00
11) ELECTRICAL
58,305.00
12) ARCHITECTS FEE
49,057.32
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-195-
3,900.00 0.00 1,361,688.38
1,361,688.38 5,237.26 5,200.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Hotel, Hospital, etc. Type II-C Ground Area of Bldg. - 240 square meters
Item 1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bars
Size
Unit
Quantity
Unit Cost
Total Cost 0.00 0.00 3,802.50 9,490.00 42,783.00 153,920.00 3,380.00 46,410.00 34,840.00 0.00
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m pc bag pc pc pc
15 25 3,000 800 100 300 400
253.50 379.60 14.26 192.40 33.80 154.70 87.10
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft
330 330 10
35.10 35.10 35.10
0.00 12,285.00 10,530.00 7,020.00
3) FORMS
bd ft
7,500
11.37
85,312.50
4) SCAFFOLDINGS
bd ft
7,500
25.35
190,125.00
2) LUMBER a) Window Jamb b) Door Jamb
6"x8"x16"
5) TIE WIRE
# 16
kilo
300
50.70
15,210.00
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
200 30 40
668.20 425.10 48.10
133,640.00 12,753.00 1,924.00
assorted sizes
kilo
100
48.10
4,810.00
7) GI NAILS 8) NAILS 9) LABOR
242,944.26
10) PLUMBING INSTALLATION
30,420.00
11) ELECTRICAL
30,420.00
12) ARCHITECTS FEE
40,489.02
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-196-
3,510.00 0.00 1,116,018.28
1,116,018.28 4,650.08 4,700.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Hotel, Hospital, etc. Type III-A Ground Area of Bldg. - 250 square meters
Item 1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bars
Size
Unit
6"x8"x16" 1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
Quantity
Unit Cost
Total Cost 0.00 0.00 2,535.00 7,592.00 28,522.00 76,960.00 6,760.00 54,145.00 8,710.00 0.00
cu m cu m pc bag pc pc pc
10 20 2,000 400 200 350 100
253.50 379.60 14.26 192.40 33.80 154.70 87.10
18,500 500
11.37 35.10
0.00 210,437.50 17,550.00
2) LUMBER a) Door & Window Jamb
lawa-an 20 pcs 2x5x20
bd ft
3) TIE WIRE
# 16
kilo
100
50.70
5,070.00
4) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
250 45 50
668.20 425.10 48.10
167,050.00 19,129.50 2,405.00
assorted sizes
kilo
100
48.10
4,810.00
5) GI NAILS 6) NAILS
197,048.08
7) LABOR 8) PLUMBING INSTALLATION
22,815.00
9) ELECTRICAL
30,420.00
10) ARCHITECTS FEE
32,942.32
11) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-197-
3,510.00 0.00 898,411.40
898,411.40 3,593.65 3,600.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Hotel, Hospital, etc. Type III-B Ground Area of Bldg. - 225 square meters
Item 1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bars
Size
Unit
Quantity
Unit Cost
Total Cost 0.00 0.00 3,802.50 9,490.00 28,522.00 67,340.00 5,070.00 15,470.00 13,065.00 0.00
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m pc bag pc pc pc
2) LUMBER a) Door & Window Jamb
lawa-an 20 pcs 2x5x20
bd. Ft. bd ft
3) TIE WIRE
# 16
kilo
4) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
250 30 35
668.20 425.10 48.10
167,050.00 12,753.00 1,683.50
assorted sizes
kilo
150
48.10
7,215.00
6"x8"x16"
5) GI NAILS 6) NAILS
15 25 2,000 350 150 100 150
253.50 379.60 14.26 192.40 33.80 154.70 87.10
22,000 500
11.37 35.10
0.00 250,250.00 17,550.00
50
50.70
2,535.00
164,612.76
7) LABOR 8) PLUMBING INSTALLATION
17,745.00
9) ELECTRICAL
22,815.00
10) ARCHITECTS FEE
27,433.77
11) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-198-
3,120.00 0.00 837,522.53
837,522.53 3,722.32 3,700.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Hotel, Hospital, etc. Type III-C Ground Area of Bldg. - 180 square meters
Item
Size
1) LUMBER a) Door & Window Jamb
lawa-an 20 pcs 2x5x20
2) GI ROOFING
26 x 32 x 12 26 x32x8
assorted sizes
Unit
3) GI NAILS 4) NAILS
20,000 500
11.37 35.10
Total Cost 0.00 0.00 227,500.00 17,550.00
sheet sheet kilo
180 25 35
668.20 425.10 48.10
120,276.00 10,627.50 1,683.50
kilo
150
48.10
7,215.00
bd ft
Quantity
Unit Cost
122,100.81
5) LABOR 6) PLUMBING INSTALLATION
17,745.00
7) ELECTRICAL
22,815.00
8) ARCHITECTS FEE
20,348.44
9) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-199-
3,120.00 0.00 570,981.25
570,981.25 3,172.12 3,200.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Hotel, Hospital, etc. Type III-D Ground Area of Bldg. - 180 square meters
Item
Size
1) LUMBER a) Door & Window Jamb
lawa-an 20 pcs 2x5x20
2) GI ROOFING
26 x 32 x 12 26 x32x8
assorted sizes
3) GI NAILS 4) NAILS
Unit
17,500 500
11.37 35.10
Total Cost 0.00 0.00 199,062.50 17,550.00
sheet sheet kilo
180 25 35
668.20 425.10 48.10
120,276.00 10,627.50 1,683.50
kilo
100
48.10
4,810.00
bd ft
Quantity
Unit Cost
111,958.27
5) LABOR 6) PLUMBING INSTALLATION
17,745.00
7) ELECTRICAL
17,745.00
8) ARCHITECTS FEE
18,637.32
9) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
3,120.00 0.00 523,215.09
523,215.09 2,906.75 2,900.00
-200-
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Hotel, Hospital, etc. Type III-E Ground Area of Bldg. - 190 square meters
Item
Size
1) LUMBER a) Door & Window Jamb
lawa-an 20 pcs 2x5x20
2) GI ROOFING
26 x 32 x 12 26 x32x8
assorted sizes
Unit
3) GI NAILS 4) NAILS
16,000 285
11.37 35.10
Total Cost 0.00 0.00 182,000.00 10,003.50
sheet sheet kilo
150 25 30
668.20 425.10 48.10
100,230.00 10,627.50 1,443.00
kilo
100
48.10
4,810.00
bd ft
Quantity
Unit Cost
107,385.13
5) LABOR 6) PLUMBING INSTALLATION
15,210.00
7) ELECTRICAL
15,210.00
8) ARCHITECTS FEE
17,897.10
9) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-201-
3,120.00 0.00 467,936.23
467,936.23 2,462.82 2,500.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Theater,Church, Assembly House Type I-A Ground Area of Bldg. - 1000 square meters
Item
cu m cu m bag pc pc pc
750 1,500 10,500 3500 5210 700
253.50 379.60 192.40 33.80 154.70 87.10
2) LUMBER a) Doors & Window
bd ft
2,500
11.37
Total Cost 0.00 0.00 190,125.00 569,400.00 2,020,200.00 118,300.00 805,987.00 60,970.00 0.00 0.00 28,437.50
3) FORMS
bd ft
15,000
11.37
170,625.00
4) SCAFFOLDINGS
bd ft
7,500
25.35
190,125.00
800
50.70
40,560.00
1. MASONRY a) sand b) gravel c) cement d) reinforced bars
Size
Unit
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
Quantity
Unit Cost
5) TIE WIRE
# 16
kilo
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
1,500 200 200
668.20 425.10 48.10
1,002,300.00 85,020.00 9,620.00
assorted sizes
kilo
1,500
48.10
72,150.00
7) GI NAILS 8) NAILS
1,502,677.02
9) LABOR
114,075.00
10) PLUMBING INSTALLATION 11) ELECTRICAL
29,152.50
12) ARCHITECTS FEE
250,445.32
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-202-
9,750.00 0.00 7,269,919.34
7,269,919.34 7,269.92 7,300.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Theater,Church, Assembly House Type I-B Ground Area of Bldg. - 1,000 square meters
Item 1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bars
Size
Unit
Quantity
Unit Cost
Total Cost 0.00 0.00 139,425.00 284,700.00 114,088.00 2,405,000.00 118,300.00 464,100.00 69,680.00 0.00
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m pc bag pc pc pc
550 750 8,000 12,500 3,500 3,000 800
253.50 379.60 14.26 192.40 33.80 154.70 87.10
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft
1,400 1,000 1,000
35.10 35.10 35.10
0.00 49,140.00 35,100.00 35,100.00
3) FORMS
bd ft
13,000
11.37
147,875.00
4) SCAFFOLDINGS
bd ft
5,500
25.35
139,425.00
2) LUMBER a) Window Jamb b) Door Jamb
6"x8"x16"
5) TIE WIRE
# 16
kilo
1000
50.70
50,700.00
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
1,000 250 350
668.20 425.10 48.10
668,200.00 106,275.00 16,835.00
assorted sizes
kilo
1,000
48.10
48,100.00
7) GI NAILS 8) NAILS
1,418,940.90
9) LABOR
29,152.50
10) PLUMBING INSTALLATION 11) ELECTRICAL
114,075.00
12) ARCHITECTS FEE
236,490.15
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-203-
7,800.00 0.00 6,698,501.55
6,698,501.55 6,698.50 6,700.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Theater,Church, Assembly House Type I-C Ground Area of Bldg. - 908 square meters
Item 1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bars
Size
Unit
Quantity
Unit Cost
Total Cost 0.00 0.00 76,050.00 189,800.00 85,566.00 1,924,000.00 101,400.00 464,100.00 60,970.00 0.00
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m pc bag pc pc pc
300 500 6,000 10,000 3,000 3,000 700
253.50 379.60 14.26 192.40 33.80 154.70 87.10
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft
1,000 800 900
35.10 35.10 35.10
0.00 35,100.00 28,080.00 31,590.00
3) FORMS
bd ft
10,000
11.37
113,750.00
4) SCAFFOLDINGS
bd ft
3,500
25.35
88,725.00
2) LUMBER a) Window Jamb b) Door Jamb
6"x8"x16"
5) TIE WIRE
# 16
kilo
800
50.70
40,560.00
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
950 250 350
668.20 425.10 48.10
634,790.00 106,275.00 16,835.00
assorted sizes
kilo
800
48.10
38,480.00
7) GI NAILS 8) NAILS
1,199,049.93
9) LABOR 10) PLUMBING INSTALLATION
29,152.50
11) ELECTRICAL
86,190.00
12) ARCHITECTS FEE
199,841.65
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-204-
7,800.00 0.00 5,558,105.08
5,558,105.08 6,121.26 6,100.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Theater,Church, Assembly House Type II-A Ground Area of Bldg. - 912 square meters
Item 1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bars
Size
Unit
Quantity
Unit Cost
Total Cost 0.00 0.00 43,095.00 151,840.00 71,305.00 1,924,000.00 33,800.00 185,640.00 43,550.00 0.00
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m pc bag pc pc pc
170 400 5,000 10,000 1,000 1,200 500
253.50 379.60 14.26 192.40 33.80 154.70 87.10
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft
1,000 900 400
35.10 35.10 35.10
0.00 35,100.00 31,590.00 14,040.00
3) FORMS
bd ft
9,000
11.37
102,375.00
4) SCAFFOLDINGS
bd ft
900
25.35
22,815.00
2) LUMBER a) Window Jamb b) Door Jamb
6"x8"x16"
5) TIE WIRE
# 16
kilo
800
50.70
40,560.00
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
950 180 300
668.20 425.10 48.10
634,790.00 76,518.00 14,430.00
assorted sizes
kilo
800
48.10
38,480.00
7) GI NAILS 8) NAILS
1,044,599.98
9) LABOR 10) PLUMBING INSTALLATION
29,152.50
11) ELECTRICAL
58,305.00
12) ARCHITECTS FEE
174,098.73
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-205-
7,800.00 0.00 4,777,884.21
4,777,884.21 5,238.91 5,200.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Theater,Church, Assembly House Type II-B Ground Area of Bldg. - 858 square meters
Item 1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bars
Size
Unit
Quantity
Unit Cost
Total Cost 0.00 0.00 44,362.50 170,820.00 57,044.00 1,635,400.00 33,800.00 146,965.00 30,485.00 0.00
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m pc bag pc pc pc
175 450 4,000 8,500 1,000 950 350
253.50 379.60 14.26 192.40 33.80 154.70 87.10
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft
900 800 300
35.10 35.10 35.10
0.00 31,590.00 28,080.00 10,530.00
3) FORMS
bd ft
8,000
11.37
91,000.00
4) SCAFFOLDINGS
bd ft
500
25.35
12,675.00
2) LUMBER a) Window Jamb b) Door Jamb
6"x8"x16"
5) TIE WIRE
# 16
kilo
400
50.70
20,280.00
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
700 150 350
668.20 425.10 48.10
467,740.00 63,765.00 16,835.00
assorted sizes
kilo
750
48.10
36,075.00
7) GI NAILS 8) NAILS
883,548.90
9) LABOR 10) PLUMBING INSTALLATION
29,152.50
11) ELECTRICAL
58,305.00
12) ARCHITECTS FEE
173,258.15
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-206-
7,800.00 0.00 4,049,511.05
4,049,511.05 4,719.71 4,700.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Theater,Church, Assembly House Type II-C Ground Area of Bldg. - 932 square meters
Item
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m pc bag pc pc pc
150 350 3,500 8,500 1,000 900 300
253.50 379.60 14.26 192.40 33.80 154.70 87.10
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft
900 800 300
35.10 35.10 35.10
Total Cost 0.00 0.00 38,025.00 132,860.00 49,913.50 1,635,400.00 33,800.00 139,230.00 26,130.00 0.00 0.00 31,590.00 28,080.00 10,530.00
3) FORMS
bd ft
8,000
11.37
91,000.00
4) SCAFFOLDINGS
bd ft
500
25.35
12,675.00
1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bars
2) LUMBER a) Doors & Window b) Door Jamb
Size
Unit
6"x8"x16"
Quantity
Unit Cost
5) TIE WIRE
# 16
kilo
400
50.70
20,280.00
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
700 80 300
668.20 425.10 48.10
467,740.00 34,008.00 14,430.00
assorted sizes
kilo
500
48.10
24,050.00
7) GI NAILS 8) NAILS
857,800.90
9) LABOR 10) PLUMBING INSTALLATION
29,152.50
11) ELECTRICAL
58,305.00
12) ARCHITECTS FEE
142,966.39
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-207-
7,800.00 0.00 3,885,766.29
3,885,766.29 4,169.28 4,200.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Theater,Church, Assembly House Type III-A Ground Area of Bldg. - 858 square meters
Item
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m pc bag pc pc pc
100 100 8,000 3,000 1,000 1,500 500
253.50 379.60 14.26 192.40 33.80 154.70 87.10
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft
2,000 1,500 400
35.10 35.10 35.10
Total Cost 0.00 0.00 25,350.00 37,960.00 114,088.00 577,200.00 33,800.00 232,050.00 43,550.00 0.00 0.00 70,200.00 52,650.00 14,040.00
3) FORMS
bd ft
20,000
11.37
227,500.00
4) SCAFFOLDINGS
bd ft
7,000
25.35
177,450.00
1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bars
2) LUMBER a) Doors & Window b) Door Jamb
Size
Unit
6"x8"x16"
Quantity
Unit Cost
5) TIE WIRE
# 16
kilo
300
50.70
15,210.00
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
800 100 350
668.20 425.10 48.10
534,560.00 42,510.00 16,835.00
assorted sizes
kilo
600
48.10
28,860.00
7) GI NAILS 8) NAILS
655,703.10
9) LABOR 10) PLUMBING INSTALLATION
29,152.50
11) ELECTRICAL
57,037.50
12) ARCHITECTS FEE
109,283.85
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-208-
7,800.00 0.00 3,102,789.95
3,102,789.95 3,616.31 3,600.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Theater,Church, Assembly House Type III-B Ground Area of Bldg. - 905 square meters
Item
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m pc bag pc pc pc
80 80 7,000 3,000 1,000 1,000 500
253.50 379.60 14.26 192.40 33.80 154.70 87.10
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft
2,000 1,500 400
35.10 35.10 35.10
Total Cost 0.00 0.00 20,280.00 30,368.00 99,827.00 577,200.00 33,800.00 154,700.00 43,550.00 0.00 0.00 70,200.00 52,650.00 14,040.00
3) FORMS
bd ft
18,500
11.37
210,437.50
4) SCAFFOLDINGS
bd ft
8,500
25.35
215,475.00
1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bars
2) LUMBER a) Doors & Window b) Door Jamb
Size
Unit
6"x8"x16"
Quantity
Unit Cost
5) TIE WIRE
# 16
kilo
300
50.70
15,210.00
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
800 100 350
668.20 425.10 48.10
534,560.00 42,510.00 16,835.00
assorted sizes
kilo
600
48.10
28,860.00
7) GI NAILS 8) NAILS
636,538.50
9) LABOR 10) PLUMBING INSTALLATION
29,152.50
11) ELECTRICAL
45,630.00
12) ARCHITECTS FEE
106,089.75
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-209-
7,800.00 0.00 2,985,713.25
2,985,713.25 3,299.13 3,300.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Theater,Church, Assembly House Type III-C Ground Area of Bldg. - 905 square meters
Item 1) LUMBER a) Window Jamb b) Door Jamb
2) GI ROOFING
Size
Unit bd ft bd ft bd ft bd ft
45,000 2,000 800 500
25.35 35.10 35.10 35.10
26 x 32 x 12 26 x32x8
sheet sheet kilo
1,000 100 350
668.20 425.10 48.10
Total Cost 0.00 1,140,750.00 7,020.00 28,080.00 17,550.00 0.00 0.00 668,200.00 42,510.00 16,835.00
assorted sizes
kilo
600
48.10
28,860.00
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
3) GI NAILS 4) NAILS
Quantity
Unit Cost
585,508.95
5) LABOR 6) PLUMBING INSTALLATION
47,911.50
7) ELECTRICAL
47,911.50
8) ARCHITECTS FEE
97,584.82
9) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-210-
7,800.00 0.00 2,736,521.77
2,736,521.77 3,023.78 3,000.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Theater,Church, Assembly House Type III-D Ground Area of Bldg. - 926 square meters
Item 1) LUMBER a) Window Jamb b) Door Jamb
2) GI ROOFING
Size
Unit
26 x 32 x 12 26 x32x8
sheet sheet kilo
800 300 500
668.20 425.10 48.10
Total Cost 0.00 1,140,750.00 35,100.00 17,550.00 17,550.00 0.00 0.00 534,560.00 127,530.00 24,050.00
assorted sizes
kilo
600
48.10
28,860.00
bd ft bd ft bd ft bd ft
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
3) GI NAILS 4) NAILS
Quantity
Unit Cost
45,000 1,000 500 500
25.35 35.10 35.10 35.10
547,483.95
5) LABOR 6) PLUMBING INSTALLATION
47,911.50
7) ELECTRICAL
47,911.50
8) ARCHITECTS FEE
91,247.32
9) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-211-
7,800.00 0.00 2,668,304.27
2,668,304.27 2,881.54 2,900.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Theater,Church, Assembly House Type III-E Ground Area of Bldg. - 945 square meters
Item 1) LUMBER a) Window Jamb b) Door Jamb
2) GI ROOFING
Size
26 x 32 x 12 26 x32x8
sheet sheet kilo
800 300 500
668.20 425.10 48.10
Total Cost 0.00 1,014,000.00 35,100.00 17,550.00 17,550.00 0.00 0.00 534,560.00 127,530.00 24,050.00
assorted sizes
kilo
600
48.10
28,860.00
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
3) GI NAILS 4) NAILS
Unit bd ft bd ft bd ft bd ft
Quantity
Unit Cost
40,000 1,000 500 500
25.35 35.10 35.10 35.10
505,656.45
5) LABOR 6) PLUMBING INSTALLATION
17,745.00
7) ELECTRICAL
47,911.50
8) ARCHITECTS FEE
84,276.07
9) BLDG.PERMIT MISCELLANEOUS Total
7,800.00 0.00 2,462,589.02
2,462,589.02 2,605.91 2,600.00
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-212-
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Factory, Warehouse, Bodega, Storage, Industrial Building & Hangars Type I-A Ground Area of Bldg. - 306 square meters
Item
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m bag pc pc pc
85 100 2,200 400 500 300
253.50 379.60 192.40 33.80 154.70 87.10
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft
700 500 200
35.10 35.10 35.10
Total Cost 0.00 0.00 21,547.50 37,960.00 423,280.00 13,520.00 77,350.00 26,130.00 0.00 0.00 24,570.00 17,550.00 7,020.00
3) FORMS
bd ft
600
11.37
6,825.00
4) SCAFFOLDINGS
bd ft
1,800
25.35
45,630.00
80
50.70
4,056.00
1. MASONRY a) sand b) gravel c) cement d) reinforced bars
2) LUMBER a) Window Jamb b) Door Jamb
Size
Unit
Quantity
Unit Cost
5) TIE WIRE
# 16
kilo
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
250 50 80
668.20 425.10 48.10
167,050.00 21,255.00 3,848.00
assorted sizes
kilo
300
48.10
14,430.00
7) GI NAILS 8) NAILS
272,525.87
9) LABOR 10) PLUMBING INSTALLATION
29,152.50
11) ELECTRICAL
11,407.50
12) ARCHITECTS FEE
45,250.59
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-213-
3,120.00 0.00 1,273,477.96
1,273,477.96 4,161.69 4,200.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Factory, Warehouse, Bodega, Storage, Industrial Building & Hangars Type I-B Ground Area of Bldg. - 286 square meters
Item
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m bag pc pc pc
70 100 1,600 130 150 150
253.50 379.60 192.40 33.80 154.70 87.10
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft
700 500 200
35.10 35.10 35.10
Total Cost 0.00 0.00 17,745.00 37,960.00 307,840.00 4,394.00 23,205.00 13,065.00 0.00 0.00 24,570.00 17,550.00 7,020.00
3) FORMS
bd ft
1,500
11.37
17,062.50
4) SCAFFOLDINGS
bd ft
4,500
25.35
114,075.00
1. MASONRY a) sand b) gravel c) cement d) reinforced bars
2) LUMBER a) Window Jamb b) Door Jamb
Size
Unit
Quantity
Unit Cost
5) TIE WIRE
# 16
kilo
150
50.70
7,605.00
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
250 100 150
668.20 425.10 48.10
167,050.00 42,510.00 7,215.00
assorted sizes
kilo
350
48.10
16,835.00
7) GI NAILS 8) NAILS
211,757.02
9) LABOR 10) PLUMBING INSTALLATION
29,152.50
11) ELECTRICAL
11,407.50
12) ARCHITECTS FEE
39,895.83
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-214-
3,120.00 0.00 1,121,034.35
1,121,034.35 3,919.70 3,900.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Factory, Warehouse, Bodega, Storage, Industrial Building & Hangars Type I-C Ground Area of Bldg. - 252 square meters
Item
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m bag pc pc pc
70 100 1,500 500 150 150
253.50 379.60 192.40 33.80 154.70 87.10
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft
500 400 200
35.10 35.10 35.10
Total Cost 0.00 0.00 17,745.00 37,960.00 288,600.00 16,900.00 23,205.00 13,065.00 0.00 0.00 17,550.00 14,040.00 7,020.00
3) FORMS
bd ft
1,000
11.37
11,375.00
4) SCAFFOLDINGS
bd ft
800
25.35
20,280.00
1. MASONRY a) sand b) gravel c) cement d) reinforced bars
2) LUMBER a) Window Jamb b) Door Jamb
Size
Unit
Quantity
Unit Cost
5) TIE WIRE
# 16
kilo
150
50.70
7,605.00
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
200 50 80
668.20 425.10 48.10
133,640.00 21,255.00 3,848.00
assorted sizes
kilo
300
48.10
14,430.00
7) GI NAILS 8) NAILS
197,463.82
9) LABOR
29,152.50
10) PLUMBING INSTALLATION 11) ELECTRICAL
8,872.50
12) ARCHITECTS FEE
32,909.37
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-215-
1,950.00 0.00 918,866.19
918,866.19 3,646.29 3,600.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Factory, Warehouse, Bodega, Storage, Industrial Building & Hangars Type II-A Ground Area of Bldg. - 282 square meters
Item
6x8x16 1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m bag pc pc pc pc
50 90 800 3,500 500 150 150
253.50 379.60 192.40 11.37 33.80 154.70 87.10
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft bd ft
3,500 400 300 200
25.35 35.10 35.10 35.10
Total Cost 0.00 0.00 12,675.00 34,164.00 153,920.00 39,812.50 16,900.00 23,205.00 13,065.00 0.00 88,725.00 14,040.00 10,530.00 7,020.00
3) FORMS
bd ft
700
11.37
7,962.00
4) SCAFFOLDINGS
bd ft
700
25.35
17,745.00
1. MASONRY a) sand b) gravel c) cement d) CHB e) reinforced bars
2) LUMBER a) Window Jamb b) Door Jamb
Size
Unit
Quantity
Unit Cost
5) TIE WIRE
# 16
kilo
150
50.70
7,605.00
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
200 50 80
668.20 425.10 48.10
133,640.00 21,255.00 3,848.00
assorted sizes
kilo
300
48.10
14,430.00
7) GI NAILS 8) NAILS
197,463.82
9) LABOR
29,152.50
10) PLUMBING INSTALLATION 11) ELECTRICAL
8,872.50
12) ARCHITECTS FEE
32,909.37
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-216-
1,950.00 0.00 890,889.69
890,889.69 3,159.18 3,200.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Factory, Warehouse, Bodega, Storage, Industrial Building & Hangars Type II-B Ground Area of Bldg. - 286 square meters
Item
6x8x16 1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m bag pc pc pc pc
30 50 800 2,500 500 150 150
253.50 379.60 192.40 11.37 33.80 154.70 87.10
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft bd ft
3,000 400 300 200
25.35 35.10 35.10 35.10
Total Cost 0.00 0.00 7,605.00 18,980.00 153,920.00 28,437.50 16,900.00 23,205.00 13,065.00 0.00 76,050.00 14,040.00 10,530.00 7,020.00
3) FORMS
bd ft
700
11.37
7,962.50
4) SCAFFOLDINGS
bd ft
700
25.35
17,745.00
1. MASONRY a) sand b) gravel c) cement d) CHB e) reinforced bars
2) LUMBER a) Window Jamb b) Door Jamb
Size
Unit
Quantity
Unit Cost
5) TIE WIRE
# 16
kilo
150
50.70
7,605.00
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
200 50 80
668.20 425.10 48.10
133,640.00 21,255.00 3,848.00
assorted sizes
kilo
300
48.10
14,430.00
7) GI NAILS 8) NAILS
175,571.56
9) LABOR
21,547.50
10) PLUMBING INSTALLATION 11) ELECTRICAL
7,605.00
12) ARCHITECTS FEE
29,261.50
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-217-
1,950.00 0.00 812,173.56
812,173.56 2,839.77 2,800.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Factory, Warehouse, Bodega, Storage, Industrial Building & Hangars Type II-C Ground Area of Bldg. - 290 square meters
Item
6x8x16 1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m bag pc pc pc pc
30 50 800 1,000 280 150 150
253.50 379.60 192.40 11.37 33.80 154.70 87.10
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft bd ft
3,000 400 300 200
25.35 35.10 35.10 35.10
Total Cost 0.00 0.00 7,605.00 18,980.00 153,920.00 11,375.00 9,464.00 23,205.00 13,065.00 0.00 76,050.00 14,040.00 10,530.00 7,020.00
3) FORMS
bd ft
500
11.37
5,687.50
4) SCAFFOLDINGS
bd ft
500
25.35
12,675.00
1. MASONRY a) sand b) gravel c) cement d) CHB e) reinforced bars
2) LUMBER a) Window Jamb b) Door Jamb
Size
Unit
Quantity
Unit Cost
5) TIE WIRE
# 16
kilo
100
50.70
5,070.00
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
200 50 80
668.20 425.10 48.10
133,640.00 21,255.00 3,848.00
assorted sizes
kilo
250
48.10
12,025.00
7) GI NAILS 8) NAILS
162,300.84
9) LABOR
21,547.50
10) PLUMBING INSTALLATION 11) ELECTRICAL
6,337.50
12) ARCHITECTS FEE
27,048.45
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-218-
1,950.00 0.00 758,638.79
758,638.79 2,616.00 2,600.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Factory, Warehouse, Bodega, Storage, Industrial Building & Hangars Type III-A Ground Area of Bldg. - 300 square meters
Item
6x8x16 1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m bag pc pc pc pc
20 40 500 1,000 100 100 150
253.50 379.60 192.40 11.37 33.80 154.70 87.10
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft bd ft
2,000 300 300 100
25.35 35.10 35.10 35.10
Total Cost 0.00 0.00 5,070.00 15,184.00 96,200.00 11,375.00 3,380.00 15,470.00 13,065.00 0.00 50,700.00 10,530.00 10,530.00 3,510.00
3) FORMS
bd ft
400
11.37
4,550.00
4) SCAFFOLDINGS
bd ft
400
25.35
10,140.00
1. MASONRY a) sand b) gravel c) cement d) CHB e) reinforced bars
2) LUMBER a) Window Jamb b) Door Jamb
Size
Unit
Quantity
Unit Cost
5) TIE WIRE
# 16
kilo
100
50.70
5,070.00
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
200 50 80
668.20 425.10 48.10
133,640.00 21,255.00 3,848.00
assorted sizes
kilo
150
48.10
7,215.00
7) GI NAILS 8) NAILS
134,415.84
9) LABOR 10) PLUMBING INSTALLATION
21,547.50
11) ELECTRICAL
21,547.50
12) ARCHITECTS FEE
22,406.86
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-219-
1,950.00 0.00 622,599.70
622,599.70 2,075.33 2,100.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Factory, Warehouse, Bodega, Storage, Industrial Building & Hangars Type III-B Ground Area of Bldg. - 294 square meters
Item
6x8x16 1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m bag pc pc pc pc
10 30 500 900 100 100 130
253.50 379.60 192.40 11.37 33.80 154.70 87.10
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft bd ft
1,500 300 300 100
25.35 35.10 35.10 35.10
Total Cost 0.00 0.00 2,535.00 11,388.00 96,200.00 10,237.50 3,380.00 15,470.00 11,323.00 0.00 38,025.00 10,530.00 10,530.00 3,510.00
3) FORMS
bd ft
400
11.37
4,550.00
4) SCAFFOLDINGS
bd ft
400
25.35
10,140.00
1. MASONRY a) sand b) gravel c) cement d) CHB e) reinforced bars
2) LUMBER a) Window Jamb b) Door Jamb
Size
Unit
Quantity
Unit Cost
5) TIE WIRE
# 16
kilo
100
50.70
5,070.00
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
175 40 70
668.20 425.10 48.10
116,935.00 17,004.00 3,367.00
assorted sizes
kilo
80
48.10
3,848.00
7) GI NAILS 8) NAILS
113,740.38
9) LABOR 10) PLUMBING INSTALLATION
21,547.50
11) ELECTRICAL
21,547.50
12) ARCHITECTS FEE
18,956.73
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-220-
1,950.00 0.00 551,784.61
551,784.61 1,876.82 1,900.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Factory, Warehouse, Bodega, Storage, Industrial Building & Hangars Type III-C Ground Area of Bldg. - 295 square meters
Item
bd ft bd ft bd ft bd ft
6,000 300 300 100
25.35 35.10 35.10 35.10
Total Cost 0.00 0.00 152,100.00 10,530.00 10,530.00 3,510.00
2) FORMS
bd ft
400
11.37
4,550.00
3) SCAFFOLDINGS
bd ft
400
25.35
10,140.00
1) LUMBER a) Window Jamb b) Door Jamb
Size
Unit
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
Quantity
Unit Cost
4) TIE WIRE
# 16
kilo
100
50.70
5,070.00
5) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
180 40 80
668.20 425.10 48.10
120,276.00 17,004.00 3,848.00
assorted sizes
kilo
100
48.10
4,810.00
6) GI NAILS 7) NAILS 8) LABOR
99,275.67
9) PLUMBING INSTALLATION
8,872.50
10) ELECTRICAL
8,872.50
11) ARCHITECTS FEE
16,545.94
12) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-221-
1,950.00 0.00 477,884.61
477,884.61 1,619.95 1,600.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Factory, Warehouse, Bodega, Storage, Industrial Building & Hangars Type III-D Ground Area of Bldg. - 300 square meters
Item
1) LUMBER a) Window Jamb b) Door Jamb
2) GI ROOFING
Size
Unit
bd ft bd ft bd ft bd ft
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
Unit Cost
5,000 300 300 100
25.35 35.10 35.10 35.10
Total Cost 0.00 0.00 126,750.00 10,530.00 10,530.00 3,510.00
26 x 32 x 12 26 x32x8
sheet sheet kilo
175 40 75
668.20 425.10 48.10
116,935.00 17,004.00 3,607.50
assorted sizes
kilo
100
48.10
4,810.00
3) GI NAILS 4) NAILS
Quantity
83,510.50
5) LABOR 6) PLUMBING INSTALLATION
8,872.50
7) ELECTRICAL
2,851.87
8) ARCHITECTS FEE
13,917.15
9) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
222-
1,950.00 0.00 404,778.52
404,778.52 1,349.26 1,300.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Factory, Warehouse, Bodega, Storage, Industrial Building & Hangars Type III-E Ground Area of Bldg. - 300 square meters
Item
1) LUMBER a) Window Jamb b) Door Jamb
2) GI ROOFING
Size
Unit
bd ft bd ft bd ft bd ft
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
Quantity
Unit Cost
3,000 200 200 100
25.35 35.10 35.10 35.10
Total Cost 0.00 0.00 76,050.00 7,020.00 7,020.00 3,510.00 113,594.00 12,753.00 3,848.00
26 x 32 x 12 26 x32x8
sheet sheet kilo
170 30 80
668.20 425.10 48.10
assorted sizes
kilo
100
48.10
3) GI NAILS
. 4) NAILS
4,810.00 65,524.68
5) LABOR 6) PLUMBING INSTALLATION
8,872.50
7) ELECTRICAL
2,851.87
8) ARCHITECTS FEE
10,920.78
9) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-223-
1,170.00 0.00 317,944.83
317,944.83 1,059.82 1,100.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Market, Shopping Center, Restaurant Type I-A Ground Area of Bldg. - 400 square meters
Item 1. MASONRY a) sand b) gravel c) cement d) reinforced bars
Size
Unit
Quantity
Unit Cost
Total Cost 0.00 0.00 55,770.00 151,840.00 384,800.00 33,800.00 170,170.00 87,100.00 0.00
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m bag pc pc pc
220 400 2,000 1000 1,100 1000
253.50 379.60 192.40 33.80 154.70 87.10
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft
350 300 200
35.10 35.10 35.10
0.00 12,285.00 10,530.00 7,020.00
3) FORMS
bd ft
3,000
11.37
34,125.00
4) SCAFFOLDINGS
bd ft
2,500
25.35
63,375.00
2) LUMBER a) Window Jamb b) Door Jamb
5) TIE WIRE
# 16
kilo
500
50.70
25,350.00
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
950 75 75
668.20 425.10 48.10
634,790.00 31,882.50 3,607.50
assorted sizes
kilo
500
48.10
24,050.00
7) GI NAILS 8) NAILS 9) LABOR
518,098.23
10) PLUMBING INSTALLATION
60,840.00
11) ELECTRICAL
81,120.00
12) ARCHITECTS FEE
86,349.70
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-224-
5,850.00 0.00 2,482,752.93
2,482,752.93 6,206.88 6,200.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Market, Shopping Center, Restaurant Type I-B Ground Area of Bldg. - 400 square meters
Item
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m pc bag pc pc pc
140 300 7,000 2,000 1,000 500 210
253.50 379.60 14.26 192.40 33.80 154.70 87.10
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft
350 350 200
35.10 35.10 35.10
Total Cost 0.00 0.00 35,490.00 113,880.00 99,827.00 384,800.00 33,800.00 77,350.00 18,291.00 0.00 0.00 12,285.00 12,285.00 7,020.00
3) FORMS
bd ft
5,000
11.37
56,875.00
4) SCAFFOLDINGS
bd ft
4,000
25.35
101,400.00
1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bars
2) LUMBER a) Window Jamb b) Door Jamb
Size
Unit
Quantity
Unit Cost
5) TIE WIRE
# 16
kilo
500
50.70
25,350.00
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
950 75 75
668.20 425.10 48.10
634,790.00 31,882.50 3,607.50
assorted sizes
kilo
800
48.10
38,480.00
7) GI NAILS 8) NAILS 9) LABOR
271,397.10
10) PLUMBING INSTALLATION
65,910.00
11) ELECTRICAL
57,037.50
12) ARCHITECTS FEE
129,736.23
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-225-
60,450.00 0.00 2,271,943.83
2,271,943.83 5,679.86 5,700.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Market, Shopping Center, Restaurant Type I-C Ground Area of Bldg. - 400 square meters
Item
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m pc bag pc pc pc
100 220 7,000 2,500 1,000 500 210
253.50 379.60 14.19 192.40 33.80 154.70 87.10
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft
350 350 200
35.10 35.10 35.10
Total Cost 0.00 0.00 25,350.00 83,512.00 99,372.00 481,000.00 33,800.00 77,350.00 18,291.00 0.00 0.00 12,285.00 12,285.00 7,020.00
3) FORMS
bd ft
5,000
11.37
56,875.00
4) SCAFFOLDINGS
bd ft
3,000
25.35
76,050.00
1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bars
2) LUMBER a) Window Jamb b) Door Jamb
Size
Unit
Quantity
Unit Cost
5) TIE WIRE
# 16
kilo
400
50.70
20,280.00
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
650 75 75
668.20 425.10 48.10
434,330.00 31,882.50 3,607.50
assorted sizes
kilo
600
48.10
28,860.00
7) GI NAILS 8) NAILS 9) LABOR
434,078.19
10) PLUMBING INSTALLATION
29,152.50
11) ELECTRICAL
45,630.00
12) ARCHITECTS FEE
72,346.36
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-226-
5,850.00 0.00 2,089,207.05
2,089,207.05 5,223.02 5,200.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Market, Shopping Center, Restaurant Type II-A Ground Area of Bldg. - 400 square meters
Item
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m pc bag pc pc pc
80 130 5,000 2,000 800 500 200
253.50 379.60 14.26 192.40 33.80 154.70 87.10
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft
350 350 200
35.10 35.10 35.10
Total Cost 0.00 0.00 20,280.00 49,348.00 70,980.00 384,800.00 27,040.00 77,350.00 17,420.00 0.00 0.00 12,285.00 12,285.00 7,020.00
3) FORMS
bd ft
4,000
11.37
45,500.00
4) SCAFFOLDINGS
bd ft
3,000
25.35
76,050.00
1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bars
2) LUMBER a) Window Jamb b) Door Jamb
Size
Unit
Quantity
Unit Cost
5) TIE WIRE
# 16
kilo
400
50.70
20,280.00
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
500 75 75
668.20 425.10 48.10
334,100.00 31,882.50 3,607.50
assorted sizes
kilo
600
48.10
28,860.00
7) GI NAILS 8) NAILS 9) LABOR
359,016.84
10) PLUMBING INSTALLATION
46,897.50
11) ELECTRICAL
57,037.50
12) ARCHITECTS FEE
59,836.14
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-227-
3,900.00 0.00 1,745,775.98
1,745,775.98 4,364.44 4,400.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Market, Shopping Center, Restaurant Type II-B Ground Area of Bldg. - 400 square meters
Item
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m pc bag pc pc pc
90 150 450 1,500 900 600 200
253.50 379.60 14.19 192.40 33.80 154.70 87.10
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft
350 350 200
35.10 35.10 35.10
Total Cost 0.00 0.00 22,815.00 56,940.00 6,388.20 288,600.00 30,420.00 92,820.00 17,420.00 0.00 0.00 12,285.00 12,285.00 7,020.00
3) FORMS
bd ft
3,000
11.37
34,125.00
4) SCAFFOLDINGS
bd ft
3,500
25.35
88,725.00
1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bars
2) LUMBER a) Window Jamb b) Door Jamb
Size
Unit
Quantity
Unit Cost
5) TIE WIRE
# 16
kilo
400
50.70
20,280.00
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
500 100 100
668.25 425.10 48.10
334,100.00 42,510.00 4,810.00
assorted sizes
kilo
500
48.10
24,050.00
7) GI NAILS 8) NAILS 9) LABOR
324,908.41
10) PLUMBING INSTALLATION
29,152.50
11) ELECTRICAL
45,630.00
12) ARCHITECTS FEE
54,150.13
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-228-
3,900.00 0.00 1,553,334.24
1,553,334.24 3,883.33 3,900.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Market, Shopping Center, Restaurant Type II-C Ground Area of Bldg. - 400 square meters
Item
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m pc bag pc pc pc
40 80 400 1,500 800 500 200
253.50 379.60 14.19 192.40 33.80 154.70 87.10
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft
350 350 200
35.10 35.10 35.10
Total Cost 0.00 0.00 10,140.00 30,368.00 5,678.40 288,600.00 27,040.00 77,350.00 17,420.00 0.00 0.00 12,285.00 12,285.00 7,020.00
3) FORMS
bd ft
2,500
11.37
28,437.50
4) SCAFFOLDINGS
bd ft
2,500
25.35
63,375.00
1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bars
2) LUMBER a) Window Jamb b) Door Jamb
Size
Unit
Quantity
Unit Cost
5) TIE WIRE
# 16
kilo
400
50.70
20,280.00
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
400 75 75
668.20 425.10 48.10
267,280.00 31,882.50 3,607.50
assorted sizes
kilo
500
48.10
24,050.00
7) GI NAILS 8) NAILS 9) LABOR
277,947.54
10) PLUMBING INSTALLATION
29,152.50
11) ELECTRICAL
45,630.00
12) ARCHITECTS FEE
46,324.59
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-229-
3,900.00 0.00 1,330,053.53
1,330,053.53 3,325.13 3,300.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Market, Shopping Center, Restaurant Type III-A Ground Area of Bldg. - 400 square meters
Item
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m pc bag pc pc pc
40 80 400 1,000 800 500 200
253.50 379.60 14.19 192.40 33.80 154.70 87.10
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft
350 350 200
35.10 35.10 35.10
Total Cost 0.00 0.00 10,140.00 30,368.00 5,678.40 192,400.00 27,040.00 77,350.00 17,420.00 0.00 0.00 12,285.00 12,285.00 7,020.00
3) FORMS
bd ft
2,500
11.37
28,437.50
4) SCAFFOLDINGS
bd ft
2,300
25.35
58,305.00
1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bars
2) LUMBER a) Window Jamb b) Door Jamb
Size
Unit
Quantity
Unit Cost
5) TIE WIRE
# 16
kilo
400
50.70
20,280.00
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
400 50 50
668.20 425.10 48.10
267,280.00 21,255.00 2,405.00
assorted sizes
kilo
400
48.10
19,240.00
7) GI NAILS 8) NAILS 9) LABOR
222,088.81
10) PLUMBING INSTALLATION
29,152.50
11) ELECTRICAL
45,630.00
12) ARCHITECTS FEE
37,013.53
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-230-
3,900.00 0.00 1,146,973.74
1,146,973.74 2,867.43 2,900.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Market, Shopping Center, Restaurant Type III-B Ground Area of Bldg. - 400 square meters
Item
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m pc bag pc pc pc
40 80 400 900 800 500 200
253.50 379.60 14.19 192.40 33.80 154.70 87.10
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft
350 350 200
35.10 35.10 35.10
Total Cost 0.00 0.00 10,140.00 30,368.00 5,678.40 173,160.00 27,040.00 77,350.00 17,420.00 0.00 0.00 12,285.00 12,285.00 7,020.00
3) FORMS
bd ft
2,000
11.37
22,750.00
4) SCAFFOLDINGS
bd ft
2,000
25.35
50,700.00
350
50.70
1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bars
2) LUMBER a) Window Jamb b) Door Jamb
5) TIE WIRE
Size
Unit
# 16
kilo
Quantity
Unit Cost
17,745.00 .
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
350 50 50
668.20 425.10 48.10
233,870.00 21,255.00 2,405.00
assorted sizes
kilo
300
48.10
14,430.00
7) GI NAILS 8) NAILS 9) LABOR
210,394.86
10) PLUMBING INSTALLATION
22,815.00
11) ELECTRICAL
22,815.00
12) ARCHITECTS FEE
35,064.12
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-231-
3,900.00 0.00 1,030,890.38
1,030,890.38 2,577.23 2,600.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Market, Shopping Center, Restaurant Type III-C Ground Area of Bldg. - 400 square meters
Item
1) LUMBER a) Window Jamb b) Door Jamb
Size
Unit
8,500.00 400 400 350
35.10 35.10 35.10 35.10
Total Cost 0.00 0.00 298,350.00 14,040.00 14,040.00 12,285.00
kilo
350
50.70
17,745.00
26 x 32 x 12 26 x32x8
sheet sheet kilo
400 50 50
668.20 425.10 48.10
267,280.00 21,255.00 2,405.00
assorted sizes
kilo
400
48.10
19,240.00
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft
2) TIE WIRE
# 16
3) GI ROOFING 4) GI NAILS 5) NAILS
Quantity
Unit Cost
6) LABOR
178,245.99
7) PLUMBING INSTALLATION
35,490.00
8) ELECTRICAL
45,630.00
9) ARCHITECTS FEE
35,064.12
10) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-232-
3,900.00 0.00 964,970.11
964,970.11 2,412.43 2,400.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Market, Shopping Center, Restaurant Type III-D Ground Area of Bldg. - 400 square meters
Item
1) LUMBER a) Window Jamb b) Door Jamb
Size
Unit
7,500.00 400 400 400
35.10 35.10 35.10 35.10
Total Cost 0.00 0.00 263,250.00 14,040.00 14,040.00 14,040.00
kilo
400
50.70
20,280.00
26 x 32 x 12 26 x32x8
sheet sheet kilo
400 70 70
668.20 425.10 48.10
267,280.00 29,757.00 3,367.00
assorted sizes
kilo
400
48.10
19,240.00
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft
2) TIE WIRE
# 16
3) GI ROOFING 4) GI NAILS 5) NAILS
Quantity
Unit Cost
6) LABOR
162,275.49
7) PLUMBING INSTALLATION
22,815.00
8) ELECTRICAL
29,152.50
9) ARCHITECTS FEE
27,045.91
10) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-233-
3,120.00 0.00 889,702.90
889,702.90 2,224.25 2,200.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Market, Shopping Center, Restaurant Type III-E Ground Area of Bldg. - 400 square meters
Item
1) LUMBER a) Window Jamb b) Door Jamb
Size
Unit
7,000.00 350 350 350
35.10 35.10 35.10 35.10
Total Cost 0.00 0.00 245,700.00 12,285.00 12,285.00 12,285.00
kilo
350
50.70
17,745.00
26 x 32 x 12 26 x32x8
sheet sheet kilo
350 50 50
668.20 425.10 48.10
233,870.00 21,255.00 2,405.00
assorted sizes
kilo
300
48.10
14,430.00
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft
2) TIE WIRE
# 16
3) GI ROOFING 4) GI NAILS 5) NAILS
Quantity
Unit Cost
6) LABOR
147,445.74
7) PLUMBING INSTALLATION
11,407.50
8) ELECTRICAL
17,745.00
9) ARCHITECTS FEE
24,564.15
10) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-234-
3,120.00 0.00 776,542.39
776,542.39 1,941.36 1,900.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Gymnasium, Coliseum Type I-A Ground Area of Bldg. - 600 square meters
Item 1. MASONRY a) sand b) gravel c) cement d) reinforced bars
Size
Unit
cu m cu m bag pc pc pc
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
2) LUMBER
Quantity
Unit Cost
220 290 5,000 3000 1,000 500
253.50 379.60 192.40 33.80 154.70 87.10
2,000
11.37
Total Cost 0.00 0.00 55,770.00 110,084.00 962,000.00 101,400.00 154,700.00 43,550.00 0.00 22,750.00
3) FORMS
bd ft
6,000
11.37
68,250.00
4) SCAFFOLDINGS
bd ft
6,000
25.35
152,100.00
800
50.70
40,560.00
5) TIE WIRE
# 16
kilo
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
1,000 200 200
668.20 425.10 48.10
668,200.00 85,020.00 9,620.00
assorted sizes
kilo
1,000
48.10
48,100.00
7) GI NAILS 8) NAILS 9) LABOR
750,331.27
10) PLUMBING INSTALLATION
58,305.00
11) ELECTRICAL
45,630.00
12) ARCHITECTS FEE
125,054.08
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-235-
5,850.00 0.00 3,507,274.35
3,507,270.00 5,845.45 5,900.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Gymnasium, Coliseum Type I-B Ground Area of Bldg. - 586 square meters
Item
3) FORMS
bd ft
5,500
11.37
Total Cost 0.00 0.00 45,630.00 85,410.00 769,600.00 118,300.00 154,700.00 43,550.00 0.00 22,740.00 0.00 62,562.50
4) SCAFFOLDINGS
bd ft
5,500
25.35
139,425.00
800
50.70
40,560.00
1. MASONRY a) sand b) gravel c) cement d) reinforced bars
Size
Unit
cu m cu m bag pc pc pc
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
2) LUMBER
Quantity
Unit Cost
180 225 4,000 3,500 1,000 500
253.50 379.60 192.40 33.80 154.70 87.10
2,000
11.37
5) TIE WIRE
# 16
kilo
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
1,000 200 200
668.20 425.10 48.10
668,200.00 85,020.00 9,620.00
assorted sizes
kilo
1,000
48.10
48,100.00
7) GI NAILS 8) NAILS 9) LABOR
668,920.59
10) PLUMBING INSTALLATION
58,305.00
11) ELECTRICAL
45,630.00
12) ARCHITECTS FEE
111,486.76
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-236-
5,850.00 0.00 3,183,609.85
3,183,610.00 5,432.78 5,400.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Gymnasium, Coliseum Type I-C Ground Area of Bldg. - 600 square meters
Item
3) FORMS
bd ft
4,000
11.37
Total Cost 0.00 0.00 25,350.00 75,920.00 750,360.00 50,700.00 154,700.00 43,550.00 0.00 22,750.00 0.00 45,500.00
4) SCAFFOLDINGS
bd ft
4,000
25.35
101,400.00
800
50.70
40,560.00
1. MASONRY a) sand b) gravel c) cement d) reinforced bars
Size
Unit
cu m cu m bag pc pc pc
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
2) LUMBER
Quantity
Unit Cost
100 200 3,900 1,500 1,000 500
253.50 379.60 192.40 33.80 154.70 87.10
2,000
11.37
5) TIE WIRE
# 16
kilo
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
1,000 200 200
668.20 425.10 48.10
668,200.00 85,020.00 9,620.00
assorted sizes
kilo
1,000
48.10
48,100.00
7) GI NAILS 8) NAILS 9) LABOR
565,188.39
10) PLUMBING INSTALLATION
58,305.00
11) ELECTRICAL
45,630.00
12) ARCHITECTS FEE
94,198.06
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-237-
5,850.00 0.00 2,890,901.45
2,890,900.00 4,818.17 4,800.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Gymnasium, Coliseum Type II-A Ground Area of Bldg. - 600 square meters
Item
3) FORMS
bd ft
3,000
11.37
Total Cost 0.00 0.00 38,025.00 47,450.00 538,720.00 27,040.00 123,760.00 43,550.00 0.00 22,750.00 0.00 34,125.00
4) SCAFFOLDINGS
bd ft
3,000
25.35
76,050.00
800
50.70
40,560.00
1,000 225 250
668.20 425.10 48.10
668,200.00 95,647.50 12,025.00
850
48.10
40,885.00
1. MASONRY a) sand b) gravel c) cement d) reinforced bars
Size
Unit
cu m cu m bag pc pc pc
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
2) LUMBER
5) TIE WIRE
# 16
kilo
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
assorted sizes
kilo
7) GI NAILS 8) NAILS
Quantity
Unit Cost
150 125 2,800 800 800 500
253.50 379.60 192.40 33.80 154.70 87.10
2,000
11.37
9) LABOR
518,113.44
10) PLUMBING INSTALLATION
46,897.50
11) ELECTRICAL
40,560.00
12) ARCHITECTS FEE
86,352.24
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-238-
5,850.00 0.00 2,506,560.68
2,506,560.68 4,177.60 4,200.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Gymnasium, Coliseum Type II-B Ground Area of Bldg. - 600 square meters
Item 1. MASONRY a) sand b) gravel c) cement d) reinforced bars
Size
Unit
cu m cu m bag pc pc pc
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
2) LUMBER
Quantity
Unit Cost
70 130 2,000 700 800 500
253.50 379.60 192.40 33.80 154.70 87.10
2,000
11.37
Total Cost 0.00 0.00 17,745.00 49,348.00 384,800.00 23,660.00 123,760.00 43,550.00 0.00 22,750.00
3) FORMS
bd ft
2,000
11.37
22,750.00
4) SCAFFOLDINGS
bd ft
2,000
25.35
50,700.00
800
50.70
40,560.00
1,000 200 200
668.20 425.10 48.10
668,200.00 85,020.00 9,620.00
800
48.10
38,480.00
5) TIE WIRE
# 16
kilo
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
assorted sizes
kilo
7) GI NAILS 8) NAILS 9) LABOR
454,535.64
10) PLUMBING INSTALLATION
46,897.50
11) ELECTRICAL
40,560.00
12) ARCHITECTS FEE
75,755.94
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-239-
5,850.00 0.00 2,204,542.08
2,204,542.08 3,674.24 3,700.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Gymnasium, Coliseum Type II-C Ground Area of Bldg. - 584 square meters
Item
3) FORMS
bd ft
1,500
11.37
Total Cost 0.00 0.00 12,675.00 37,960.00 19,874.40 153,920.00 16,900.00 92,820.00 34,840.00 0.00 22,750.00 0.00 17,062.50
4) SCAFFOLDINGS
bd ft
2,000
25.35
50,700.00
800
50.70
40,560.00
1,000 200 200
668.20 425.10 48.10
668,200.00 85,020.00 9,620.00
800
48.10
38,480.00
1. MASONRY a) sand b) gravel c) cement d) CHB e) reinforced bars
Size
Unit
cu m cu m bag pc pc pc pc
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
2) LUMBER
5) TIE WIRE
# 16
kilo
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
assorted sizes
kilo
7) GI NAILS 8) NAILS
Quantity
Unit Cost
50 100 1,400 800 500 600 400
253.50 379.60 14.19 192.40 33.80 154.70 87.10
2,000
11.37
9) LABOR
375,922.75
10) PLUMBING INSTALLATION
46,897.50
11) ELECTRICAL
34,222.50
12) ARCHITECTS FEE
62,652.52
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-240-
3,900.00 0.00 1,824,977.17
1,824,977.17 3,124.96 3,100.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Gymnasium, Coliseum Type III-A Ground Area of Bldg. - 560 square meters
Item
3) FORMS
bd ft
1,200
11.37
Total Cost 0.00 0.00 7,605.00 28,470.00 19,874.40 153,920.00 15,210.00 61,880.00 26,130.00 0.00 17,062.50 0.00 13,650.00
4) SCAFFOLDINGS
bd ft
1,500
25.35
38,025.00
1. MASONRY a) sand b) gravel c) cement d) CHB e) reinforced bars
Size
Unit
cu m cu m bag pc pc pc pc
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
2) LUMBER
Quantity
Unit Cost
30 75 1,400 800 450 400 300
253.50 379.60 14.19 192.40 33.80 154.70 87.10
1,500
11.37
5) TIE WIRE
# 16
kilo
600
50.70
30,420.00
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
800 200 200
668.20 425.10 48.10
534,560.00 85,020.00 9,620.00
assorted sizes
kilo
500
48.10
24,050.00
7) GI NAILS 8) NAILS 9) LABOR
333,306.87
10) PLUMBING INSTALLATION
35,490.00
11) ELECTRICAL
29,152.50
12) ARCHITECTS FEE
55,549.45
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-241-
3,900.00 0.00 1,522,895.72
1,522,895.72 2,719.46 2,700.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Gymnasium, Coliseum Type III-B Ground Area of Bldg. - 590 square meters
Item 1. MASONRY a) sand b) gravel c) cement d) CHB e) reinforced bars
Size
Unit
cu m cu m bag pc pc pc pc
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
2) LUMBER
Quantity
Unit Cost
30 75 1,400 800 450 400 300
253.50 379.60 14.19 192.40 33.80 154.70 87.10
1,500
11.37
Total Cost 0.00 0.00 7,605.00 28,470.00 19,874.40 153,920.00 15,210.00 61,880.00 26,130.00 0.00 17,062.50
3) FORMS
bd ft
1,200
11.37
13,650.00
4) SCAFFOLDINGS
bd ft
1,500
25.35
38,025.00
5) TIE WIRE
# 16
kilo
600
50.70
30,420.00
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
800 200 200
668.20 425.10 48.10
534,560.00 85,020.00 9,620.00
assorted sizes
kilo
500
48.10
24,050.00
7) GI NAILS 8) NAILS 9) LABOR
317,337.63
10) PLUMBING INSTALLATION
35,490.00
11) ELECTRICAL
29,152.50
12) ARCHITECTS FEE
52,887.70
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-242-
3,900.00 0.00 1,504,264.73
1,504,264.73 2,549.60 2,500.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Gymnasium, Coliseum Type III-C Ground Area of Bldg. - 484 square meters
Item
Size
Unit
26 x 32 x 12 26 x32x8
sheet sheet kilo
800 250 250
668.20 425.10 48.10
Total Cost 0.00 0.00 153,562.50 0.00 0.00 534,560.00 106,275.00 12,025.00
assorted sizes
kilo
500
48.10
24,050.00
1) LUMBER
2) GI ROOFING
bd ft
3) GI NAILS 4) NAILS
Quantity
Unit Cost
13,500
11.37
5) LABOR
232,839.75
6) PLUMBING INSTALLATION
29,152.50
7) ELECTRICAL
22,750.00
8) ARCHITECTS FEE
38,823.52
9) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-243-
3,900.00 0.00 1,157,938.27
1,157,938.27 2,392.43 2,400.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Gymnasium, Coliseum Type III-D Ground Area of Bldg. - 515 square meters
Item
Size
Unit
1) LUMBER
2) GI ROOFING
bd ft
10,500
Unit Cost
26 x 32 x 12 26 x32x8
sheet sheet kilo
850 250 250
11.37 379.60 192.40 668.20 33.80 154.70
assorted sizes
kilo
500
87.10
3) GI NAILS 4) NAILS
Quantity
5) LABOR
Total Cost 0.00 0.00 119,385.00 0.00 0.00 567,970.00 8,450.00 38,675.00 43,550.00 204,422.40
6) PLUMBING INSTALLATION
29,152.50
7) ELECTRICAL
22,750.00
8) ARCHITECTS FEE
33,969.00
9) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-244-
3,900.00 0.00 1,072,223.90
1,072,223.90 2,081.99 2,100.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Gymnasium, Coliseum Type III-E Ground Area of Bldg. - 450 square meters
Item
Size
Unit
26 x 32 x 12 26 x32x8
sheet sheet kilo
500 300 300
668.20 425.10 48.10
Total Cost 0.00 0.00 136,500.00 0.00 0.00 334,100.00 127,530.00 14,430.00
assorted sizes
kilo
500
48.10
24,050.00
1) LUMBER
2) GI ROOFING
bd ft
3) GI NAILS 4) NAILS
Quantity
Unit Cost
12,000
8.75
5) LABOR
162,594.90
6) PLUMBING INSTALLATION
35,490.00
7) ELECTRICAL
15,210.00
8) ARCHITECTS FEE
27,099.15
9) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-245-
3,900.00 0.00 880,904.05
880,900.00 1,957.56 2,000.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Recreation, Bowling Lane, Club House Pelota etc Type I-A Ground Area of Bldg. - 200 square meters
Item 1. MASONRY a) sand b) gravel c) cement d) CHB e) reinforced bars
Size
Unit
Quantity
Unit Cost
Total Cost 0.00 0.00 20,280.00 49,348.00 346,320.00 21,294.00 13,520.00 30,940.00 8,710.00 0.00
cu m cu m bag pc pc pc pc
80 130 1,800 1,500 400 200 100
253.50 379.60 192.40 14.19 33.80 154.70 87.10
2) FORMS
bd ft
5,000
11.37
56,875.00
3) SCAFFOLDINGS
bd ft
5,000
25.35
126,750.00
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
4) TIE WIRE
# 16
kilo
800
50.70
40,560.00
5) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
40 225 250
668.20 425.10 48.10
26,728.00 95,647.50 12,025.00
assorted sizes
kilo
1500
48.10
72,150.00
6) GI NAILS 7) NAILS 8) LABOR
285,461.28
9) PLUMBING INSTALLATION
58,305.00
10) ELECTRICAL
45,630.00
11) ARCHITECTS FEE
47,576.88
12) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-246-
3,900.00 0.00 1,362,020.66
1,362,020.66 6,810.10 6,800.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Recreation, Bowling Lane, Club House Pelota etc Type I-B Ground Area of Bldg. - 200 square meters
Item 1. MASONRY a) sand b) gravel c) cement d) CHB e) reinforced bars
Size
Unit
Quantity
Unit Cost
Total Cost 0.00 0.00 15,970.50 37,960.00 250,120.00 21,294.00 13,520.00 30,940.00 8,710.00 0.00
cu m cu m bag pc pc pc pc
63 100 1,300 1,500 400 200 100
253.50 379.60 192.40 14.19 33.80 154.70 87.10
2) FORMS
bd ft
5,000
11.37
56,875.00
3) SCAFFOLDINGS
bd ft
5,000
25.35
126,750.00
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
4) TIE WIRE
# 16
kilo
800
50.70
40,560.00
5) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
40 200 200
668.20 425.10 48.10
26,728.00 85,020.00 9,620.00
assorted sizes
kilo
800
48.10
38,480.00
6) GI NAILS 7) NAILS 8) LABOR
252,052.51
9) PLUMBING INSTALLATION
53,235.00
10) ELECTRICAL
45,630.00
11) ARCHITECTS FEE
42,007.48
12) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-247-
3,900.00 0.00 1,159,372.49
1,159,372.49 5,796.86 5,800.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Recreation, Bowling Lane, Club House Pelota etc Type I-C Ground Area of Bldg. - 200 square meters
Item 1. MASONRY a) sand b) gravel c) cement d) CHB e) reinforced bars
Size
Unit
Quantity
Unit Cost
Total Cost 0.00 0.00 10,140.00 26,572.00 211,640.00 17,035.20 13,520.00 30,940.00 8,710.00 0.00
cu m cu m bag pc pc pc pc
40 70 1,100 1,200 400 200 100
253.50 379.60 192.40 14.19 33.80 154.70 87.10
2) FORMS
bd ft
4,500
11.37
51,187.50
3) SCAFFOLDINGS
bd ft
4,500
25.35
114,075.00
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
4) TIE WIRE
# 16
kilo
800
50.70
40,560.00
5) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
40 200 200
668.20 425.10 48.10
26,728.00 85,020.00 9,620.00
assorted sizes
kilo
800
48.10
38,480.00
6) GI NAILS 7) NAILS 8) LABOR
234,391.17
9) PLUMBING INSTALLATION
53,235.00
10) ELECTRICAL
45,630.00
11) ARCHITECTS FEE
39,064.35
12) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-248-
3,120.00 0.00 1,059,668.22
1,059,668.22 5,298.34 5,300.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Recreation, Bowling Lane, Club House Pelota etc Type II-A Ground Area of Bldg. - 190 square meters
Item 1. MASONRY a) sand b) gravel c) cement d) CHB e) reinforced bars
Size
Unit
Quantity
Unit Cost
Total Cost 0.00 0.00 5,070.00 11,388.00 153,920.00 9,937.20 6,760.00 30,940.00 8,710.00 0.00
cu m cu m bag pc pc pc pc
20 30 800 700 200 200 100
253.50 379.60 192.40 14.19 33.80 154.70 87.10
2) FORMS
bd ft
4,500
11.37
51,187.50
3) SCAFFOLDINGS
bd ft
4,000
25.35
101,400.00
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
4) TIE WIRE
# 16
kilo
200
50.70
10,140.00
5) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
40 250 250
668.20 425.10 48.10
26,728.00 106,275.00 12,025.00
assorted sizes
kilo
850
48.10
40,885.00
6) GI NAILS 7) NAILS 8) LABOR
178,349.92
9) PLUMBING INSTALLATION
35,490.00
10) ELECTRICAL
17,745.00
11) ARCHITECTS FEE
29,715.27
12) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
249-
3,120.00 0.00 839,785.89
839,785.89 4,419.93 4,400.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Recreation, Bowling Lane, Club House Pelota etc Type II-B Ground Area of Bldg. - 190 square meters
Item 1. MASONRY a) sand b) gravel c) cement d) CHB e) reinforced bars
Size
Unit
Quantity
Unit Cost
Total Cost 0.00 0.00 5,070.00 11,388.00 134,680.00 9,937.00 6,760.00 30,940.00 8,710.00 0.00
cu m cu m bag pc pc pc pc
20 30 700 700 200 200 100
253.50 379.60 192.40 14.19 33.80 154.70 87.10
2) FORMS
bd ft
3,000
11.37
34,125.00
3) SCAFFOLDINGS
bd ft
2,800
25.35
70,980.00
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
4) TIE WIRE
# 16
kilo
200
50.70
10,140.00
5) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
40 200 200
668.20 425.10 48.10
26,728.00 85,020.00 9,620.00
assorted sizes
kilo
750
48.10
36,075.00
6) GI NAILS 7) NAILS 8) LABOR
156,579.34
9) PLUMBING INSTALLATION
35,490.00
10) ELECTRICAL
17,745.00
11) ARCHITECTS FEE
26,095.29
12) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-250-
3,120.00 0.00 719,202.63
719,202.63 3,785.28 3,800.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Recreation, Bowling Lane, Club House Pelota etc Type II-C Ground Area of Bldg. - 200 square meters
Item 1. MASONRY a) sand b) gravel c) cement d) CHB e) reinforced bars
Size
Unit
Quantity
Unit Cost
Total Cost 0.00 0.00 7,605.00 11,388.00 134,680.00 9,937.20 6,760.00 30,940.00 8,710.00 0.00
cu m cu m bag pc pc pc pc
30 30 700 700 200 200 100
253.50 379.60 192.40 14.19 33.80 154.70 87.10
2) FORMS
bd ft
2,000
11.37
22,750.00
3) SCAFFOLDINGS
bd ft
2,000
25.35
50,700.00
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
4) TIE WIRE
# 16
kilo
250
50.70
12,675.00
5) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
100 65 150
668.20 425.10 48.10
66,820.00 27,631.50 7,215.00
assorted sizes
kilo
700
48.10
33,670.00
6) GI NAILS 7) NAILS 8) LABOR
145,797.99
9) PLUMBING INSTALLATION
35,490.00
10) ELECTRICAL
17,745.00
11) ARCHITECTS FEE
24,297.97
12) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-251-
3,120.00 0.00 657,932.66
657,932.66 3,289.66 3,300.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Recreation, Bowling Lane, Club House Pelota etc Type III-A Ground Area of Bldg. - 212 square meters
Item 1. MASONRY a) sand b) gravel c) cement d) CHB e) reinforced bars
Size
Unit
Quantity
Unit Cost
Total Cost 0.00 0.00 5,070.00 7,592.00 57,720.00 4,258.80 5,070.00 23,205.00 8,710.00 0.00
cu m cu m bag pc pc pc pc
20 20 300 300 150 150 100
253.50 379.60 192.40 14.19 33.80 154.70 87.10
2) FORMS
bd ft
5,500
11.37
62,562.50
3) SCAFFOLDINGS
bd ft
5,500
25.35
139,425.00
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
4) TIE WIRE
# 16
kilo
200
50.70
10,140.00
5) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
100 50 100
668.20 425.10 48.10
66,820.00 21,255.00 4,810.00
assorted sizes
kilo
500
48.10
24,050.00
6) GI NAILS 7) NAILS 8) LABOR
128,973.19
9) PLUMBING INSTALLATION
17,745.00
10) ELECTRICAL
11,407.50
11) ARCHITECTS FEE
24,297.97
12) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-252-
3,120.00 0.00 626,231.96
626,231.96 2,953.92 3,000.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Recreation, Bowling Lane, Club House Pelota etc Type III-B Ground Area of Bldg. - 224 square meters
Item
cu m cu m bag pc pc pc pc
10 15 300 300 150 150 100
253.50 379.60 192.40 14.19 33.80 154.70 87.10
Total Cost 0.00 0.00 2,535.00 5,694.00 57,720.00 4,258.80 5,070.00 23,205.00 8,710.00
2) FORMS
bd ft
5,000
11.37
56,875.00
3) SCAFFOLDINGS
bd ft
4,500
25.35
114,075.00
1. MASONRY a) sand b) gravel c) cement d) CHB e) reinforced bars
Size
Unit
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
Quantity
Unit Cost
4) TIE WIRE
# 16
kilo
200
50.70
10,140.00
5) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
100 50 100
668.20 425.70 48.10
66,820.00 21,255.00 4,810.00
assorted sizes
kilo
500
48.10
24,050.00
6) GI NAILS 7) NAILS 8) LABOR
123,231.42
9) PLUMBING INSTALLATION
17,745.00
10) ELECTRICAL
11,407.50
11) ARCHITECTS FEE
20,538.57
12) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-253-
1,950.00 0.00 580,090.29
580,090.29 2,589.69 2,600.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Recreation, Bowling Lane, Club House Pelota etc Type III-C Ground Area of Bldg. - 240 square meters
Item
Size
Unit
1) LUMBER
bd ft
Quantity
Unit Cost
11,000
25.35
Total Cost 0.00 0.00 278,850.00
2) TIE WIRE
# 16
kilo
250
50.70
12,675.00
3) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
100 75 100
668.20 425.10 48.10
66,820.00 31,882.50 4,810.00
assorted sizes
kilo
500
48.10
24,050.00
4) GI NAILS 5) NAILS 6) LABOR
118,820.52
7) PLUMBING INSTALLATION
17,745.00
8) ELECTRICAL
11,407.50
9) ARCHITECTS FEE
19,790.42
10) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-254-
1,950.00 0.00 588,800.94
588,800.94 2,453.34 2,500.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Recreation, Bowling Lane, Club House Pelota etc Type III-D Ground Area of Bldg. - 216 square meters
Item
Size
Unit
1) LUMBER
bd ft
Quantity
Unit Cost
7,500
25.35
Total Cost 0.00 0.00 190,125.00
2) TIE WIRE
# 16
kilo
200
50.70
10,140.00
3) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
100 70 150
668.20 425.10 425.10
66,820.00 21,255.00 42,510.00
assorted sizes
kilo
500
48.10
24,050.00
4) GI NAILS 5) NAILS 6) LABOR
94,256.37
7) PLUMBING INSTALLATION
12,675.00
8) ELECTRICAL
11,407.50
9) ARCHITECTS FEE
16,596.64
10) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-255-
1,950.00 0.00 491,785.51
491,785.51 2,276.78 2,300.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Recreation, Bowling Lane, Club House Pelota etc Type III-E Ground Area of Bldg. - 216 square meters
Item
Size
Unit
1) LUMBER
bd ft
Quantity
Unit Cost
8,000
19.50
Total Cost 0.00 0.00 202,800.00
2) TIE WIRE
# 16
kilo
200
50.70
10,140.00
3) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
100 70 150
668.20 425.10 48.10
66,820.00 29,757.00 7,215.00
assorted sizes
kilo
500
48.10
24,050.00
4) GI NAILS 5) NAILS 6) LABOR
90,453.87
7) PLUMBING INSTALLATION
12,675.00
8) ELECTRICAL
11,407.50
9) ARCHITECTS FEE
15,075.64
10) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-256-
1,950.00 0.00 472,344.01
472,344.01 2,186.78 2,200.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Saw Mills & Lumber Shed Type I-A Ground Area of Bldg. - 84 square meters
Item 1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bars
Size
Unit
Quantity
Unit Cost
Total Cost 0.00 0.00 7,605.00 15,184.00 5,678.40 96,200.00 3,380.00 15,470.00 4,355.00 0.00
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m pc bag pc pc pc
30 40 400 500 100 100 50
253.50 379.60 14.19 192.40 33.80 154.70 87.10
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft
300 250 100
35.10 35.10 35.10
0.00 10,530.00 8,775.00 3,510.00
3) FORMS
bd ft
1,500
11.37
17,062.50
4) SCAFFOLDINGS
bd ft
900
25.35
22,815.00
100
50.70
5,070.00
90 65 75
668.20 425.10 48.10
60,138.00 27,631.50 3,607.50
100
48.10
4,810.00
2) LUMBER a) Window Jamb b) Door Jamb
6"x8"x16
5) TIE WIRE
# 16
kilo
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
assorted sizes
kilo
7) GI NAILS 8) NAILS 9) LABOR
96,190.57
10) PLUMBING INSTALLATION
11,407.50
11) ELECTRICAL
11,407.50
12) ARCHITECTS FEE
16,031.34
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-257-
1,950.00 0.00 448,808.81
448,808.81 5,342.96 5,300.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Saw Mills & Lumber Shed Type I-B Ground Area of Bldg. - 82 square meters
Item 1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bars
Size
Unit
Quantity
Unit Cost
Total Cost 0.00 0.00 3,802.50 11,388.00 3,549.00 57,720.00 6,760.00 30,940.00 4,355.00 0.00
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m pc bag pc pc pc
15 30 250 300 200 200 50
253.50 379.60 14.19 192.40 33.80 154.70 87.10
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft
250 250 50
35.10 35.10 35.10
0.00 8,775.00 8,775.00 1,755.00
3) FORMS
bd ft
900
11.37
10,237.50
4) SCAFFOLDINGS
bd ft
900
25.35
22,815.00
100
50.70
5,070.00
85 60 50
668.20 425.10 48.10
56,797.00 25,506.00 2,405.00
100
48.10
4,810.00
2) LUMBER a) Window Jamb b) Door Jamb
6"x8"x16
5) TIE WIRE
# 16
kilo
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
assorted sizes
kilo
7) GI NAILS 8) NAILS 9) LABOR
81,203.65
10) PLUMBING INSTALLATION
10,140.00
11) ELECTRICAL
11,407.50
12) ARCHITECTS FEE
13,531.83
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-258-
1,300.00 0.00 383,042.98
383,042.98 4,671.26 4,700.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Saw Mills & Lumber Shed Type I-C Ground Area of Bldg. - 70 square meters
Item 1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bars
Size
Unit
Quantity
Unit Cost
Total Cost 0.00 0.00 2,535.00 7,592.00 2,830.00 48,100.00 6,084.00 27,846.00 4,355.00 0.00
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m pc bag pc pc pc
10 20 200 250 180 180 50
253.50 379.60 14.19 192.40 33.80 154.70 87.10
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft
200 200 50
35.10 35.10 35.10
0.00 7,020.00 7,020.00 1,755.00
3) FORMS
bd ft
600
11.37
6,822.00
4) SCAFFOLDINGS
bd ft
600
25.35
15,210.00
100
50.70
5,070.00
2) LUMBER a) Window Jamb b) Door Jamb
6"x8"x16
5) TIE WIRE
# 16
kilo
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
75 60 60
668.20 425.10 48.10
50,115.00 25,506.00 2,886.00
assorted sizes
kilo
85
48.10
4,088.50
7) GI NAILS 8) NAILS 9) LABOR
62,490.28
10) PLUMBING INSTALLATION
10,140.00
11) ELECTRICAL
11,407.50
12) ARCHITECTS FEE
10,413.78
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-259-
1,300.00 0.00 320,586.06
320,586.06 4,579.80 4,600.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Saw Mills & Lumber Shed Type II-A Ground Area of Bldg. - 78 square meters
Item 1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bars
Size
Unit
Quantity
Unit Cost
Total Cost 0.00 0.00 3,802.50 7,592.00 3,549.00 38,480.00 3,380.00 15,470.00 4,355.00 0.00
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m pc bag pc pc pc
15 20 250 200 100 100 50
253.50 379.60 14.19 192.40 33.80 154.70 87.10
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft
100 100 50
35.10 35.10 35.10
0.00 3,510.00 3,510.00 1,755.00
3) FORMS
bd ft
400
11.37
4,550.00
4) SCAFFOLDINGS
bd ft
400
25.35
10,140.00
2) LUMBER a) Window Jamb b) Door Jamb
6"x8"x16
5) TIE WIRE
# 16
kilo
80
50.70
4,056.00
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
70 30 50
668.20 425.10 48.10
46,774.00 12,753.00 2,405.00
assorted sizes
kilo
100
48.10
4,810.00
7) GI NAILS 8) NAILS 9) LABOR
46,390.50
10) PLUMBING INSTALLATION
6,337.50
11) ELECTRICAL
8,872.50
12) ARCHITECTS FEE
7,731.75
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-260-
1,300.00 0.00 241,523.75
241,523.75 3,096.46 3,100.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Saw Mills & Lumber Shed Type II-B Ground Area of Bldg. - 81 square meters
Item 1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bars
Size
Unit
Quantity
Unit Cost
Total Cost 0.00 0.00 3,802.50 7,592.00 3,549.00 36,556.00 3,380.00 15,470.00 4,355.00 0.00
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m pc bag pc pc pc
15 20 250 190 100 100 50
253.50 379.60 14.19 192.40 33.80 154.70 87.10
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft
95 95 50
35.10 35.10 35.10
0.00 3,334.50 3,334.50 1,755.00
3) FORMS
bd ft
200
11.37
2,275.00
4) SCAFFOLDINGS
bd ft
200
25.35
5,070.00
2) LUMBER a) Window Jamb b) Door Jamb
6"x8"x16
5) TIE WIRE
# 16
kilo
70
50.70
3,549.00
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
65 20 30
668.20 425.10 48.10
43,433.00 8,502.00 1,443.00
assorted sizes
kilo
80
48.10
3,848.00
7) GI NAILS 8) NAILS 9) LABOR
44,230.68
10) PLUMBING INSTALLATION
5,070.00
11) ELECTRICAL
5,070.00
12) ARCHITECTS FEE
7,371.78
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-261-
1,300.00 0.00 214,290.96
214,290.96 2,645.57 2,600.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Saw Mills & Lumber Shed Type II-C Ground Area of Bldg. - 74 square meters
Item 1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bars
Size
Unit
Quantity
Unit Cost
Total Cost 0.00 0.00 3,802.50 7,592.00 3,194.10 25,012.00 3,042.00 13,923.00 4,355.00 0.00
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m pc bag pc pc pc
15 20 225 130 90 90 50
253.50 379.60 14.19 192.40 33.80 154.70 87.10
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft
150 150 50
35.10 35.10 35.10
0.00 5,265.00 5,265.00 1,755.00
3) FORMS
bd ft
250
11.37
2,843.75
4) SCAFFOLDINGS
bd ft
250
25.35
6,337.50
2) LUMBER a) Window Jamb b) Door Jamb
6"x8"x16
5) TIE WIRE
# 16
kilo
70
50.70
3,549.00
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
70 20 30
668.20 425.10 48.10
46,774.00 8,502.00 1,443.00
assorted sizes
kilo
80
48.10
3,848.00
7) GI NAILS 8) NAILS 9) LABOR
36,283.45
10) PLUMBING INSTALLATION
5,070.00
11) ELECTRICAL
5,070.00
12) ARCHITECTS FEE
6,045.97
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-262-
1,300.00 0.00 200,272.27
200,272.27 2,706.38 2,700.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Saw Mills & Lumber Shed Type III-A Ground Area of Bldg. - 64 square meters
Item 1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bars
Size
Unit
Quantity
Unit Cost
Total Cost 0.00 0.00 2,028.00 3,796.00 3,194.10 13,468.00 2,197.00 10,055.50 3,048.50 0.00
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m pc bag pc pc pc
8 10 225 70 65 65 35
253.50 379.60 14.19 192.40 33.80 154.70 87.10
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft
80 85 50
35.10 35.10 35.10
0.00 2,808.00 2,983.50 1,755.00
3) FORMS
bd ft
150
11.37
1,706.25
4) SCAFFOLDINGS
bd ft
150
25.35
3,802.50
2) LUMBER a) Window Jamb b) Door Jamb
6"x8"x16
5) TIE WIRE
# 16
kilo
40
50.70
2,028.00
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
50 10 20
668.20 425.10 48.10
33,410.00 4,251.00 962.00
assorted sizes
kilo
40
48.10
1,924.00
7) GI NAILS 8) NAILS 9) LABOR
27,727.83
10) PLUMBING INSTALLATION
3,802.50
11) ELECTRICAL
3,802.50
12) ARCHITECTS FEE
4,621.30
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-263-
780.00 0.00 134,151.48
134,151.48 2,096.12 2,100.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Saw Mills & Lumber Shed Type III-B Ground Area of Bldg. - 84 square meters
Item 1. MASONRY a) sand b) gravel c) CHB d) cement e) reinforced bars
Size
Unit
Quantity
Unit Cost
Total Cost 0.00 0.00 2,028.00 3,796.00 2,484.30 14,430.00 1,690.00 7,735.00 2,613.00 0.00
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m pc bag pc pc pc
8 10 175 75 50 50 30
253.50 379.60 14.19 192.40 33.80 154.70 87.10
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft
80 80 50
35.10 35.10 35.10
0.00 2,808.00 2,808.00 1,755.00
3) FORMS
bd ft
180
11.37
2,047.50
4) SCAFFOLDINGS
bd ft
180
25.35
4,563.00
2) LUMBER a) Window Jamb b) Door Jamb
6"x8"x16
5) TIE WIRE
# 16
kilo
40
50.70
2,028.00
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
75 15 15
668.20 425.10 48.10
50,115.00 6,376.50 721.50
assorted sizes
kilo
20
48.10
962.00
7) GI NAILS 8) NAILS 9) LABOR
32,209.71
10) PLUMBING INSTALLATION
3,802.50
11) ELECTRICAL
3,802.50
12) ARCHITECTS FEE
3,802.50
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-264-
520.00 0.00 153,098.01
153,098.01 1,822.60 1,800.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Saw Mills & Lumber Shed Type III-C Ground Area of Bldg. - 63 square meters
Item
1) LUMBER a) Window Jamb b) Door Jamb
Size
Unit
Quantity
Unit Cost
Total Cost 0.00 0.00
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft
80 85 50
35.10 35.10 35.10
2,808.00 2,983.50 1,755.00
2) TIE WIRE
# 16
kilo
40
48.10
0.00 1,924.00
3) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
75 15 20
668.20 425.10 48.10
50,115.00 6,376.50 962.00
assorted sizes
kilo
40
48.10
1,924.00
4) GI NAILS 5) NAILS 6) LABOR
20,470.12
7) PLUMBING INSTALLATION
3,802.50
8) ELECTRICAL
3,802.50
9) ARCHITECTS FEE
3,409.57
10) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-265-
455.00 0.00 100,787.69
100,787.69 1,599.80 1,600.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Saw Mills & Lumber Shed Type III-D Ground Area of Bldg. - 93 square meters
Item
1) LUMBER a) Window Jamb b) Door Jamb
Size
Unit
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft
Quantity
950 50 50 20
Unit Cost
Total Cost 0.00 0.00 33,345.00 1,755.00 1,755.00 702.00
35.10 35.10 35.10 35.10 .
2) TIE WIRE
# 16
kilo
40
50.70
0.00 2,028.00
3) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
70 15 15
668.20 425.10 48.10
46,774.00 6,376.50 721.50
assorted sizes
kilo
35
48.10
1,683.50
4) GI NAILS 5) NAILS 6) LABOR
20,350.98
7) PLUMBING INSTALLATION
3,802.50
8) ELECTRICAL
3,802.50
9) ARCHITECTS FEE
3,409.57
10) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-266-
390.00 0.00 126,896.05
126,896.05 1,364.47 1,400.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Saw Mills & Lumber Shed Type III-E Ground Area of Bldg. - 94 square meters
Item
1) LUMBER a) Window Jamb b) Door Jamb
Size
Unit
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft
Quantity
800 40 40 20
Unit Cost
Total Cost 0.00 0.00 28,080.00 1,404.00 1,404.00 702.00
35.10 35.10 35.10 35.10 .
2) TIE WIRE
# 16
kilo
25
50.70
0.00 1,267.50
3) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
70 10 14
668.20 425.10 48.10
46,774.00 4,251.00 673.40
assorted sizes
kilo
35
48.10
1,683.50
4) GI NAILS 5) NAILS 6) LABOR
20,350.98
7) PLUMBING INSTALLATION
2,535.00
8) ELECTRICAL
2,535.00
9) ARCHITECTS FEE
3,409.57
10) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-267-
390.00 0.00 115,459.95
115,459.95 1,228.30 1,200.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Gasoline Station Type I-A Ground Area of Bldg. - 82 square meters
Item
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m bag pc pc pc
45 85 550 200 200 60
253.50 379.60 192.40 33.80 154.70 87.10
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft bd ft
200 200 150 50
35.10 35.10 35.10 35.10
Total Cost 0.00 0.00 11,407.50 32,266.00 105,820.00 6,760.00 30,940.00 5,226.00 0.00 7,020.00 7,020.00 5,265.00 1,755.00
3) FORMS
bd ft
900
11.37
10,237.50
4) SCAFFOLDINGS
bd ft
900
25.35
22,815.00
100
50.70
5,070.00
90 70 50
668.20 425.10 48.10
60,138.00 29,757.00 2,405.00
150
48.10
7,215.00
1. MASONRY a) sand b) gravel c) cement d) reinforced bars
2) LUMBER a) Window Jamb b) Door Jamb
Size
Unit
5) TIE WIRE
# 16
kilo
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
assorted sizes
kilo
7) GI NAILS 8) NAILS
Quantity
Unit Cost
9) LABOR
111,540.00
10) PLUMBING INSTALLATION
12,675.00
11) ELECTRICAL
20,280.00
12) ARCHITECTS FEE
18,591.69
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-268-
1,950.00 0.00 516,153.69
516,153.69 6,294.56 6,300.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Gasoline Station Type I-B Ground Area of Bldg. - 86 square meters
Item
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m bag pc pc pc
45 95 550 200 200 50
253.50 379.60 192.40 33.80 154.70 87.10
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft bd ft
200 200 150 50
35.10 35.10 35.10 35.10
Total Cost 0.00 0.00 11,407.50 36,062.00 105,820.00 6,760.00 30,940.00 4,355.00 0.00 7,020.00 7,020.00 5,265.00 1,755.00
3) FORMS
bd ft
900
11.37
10,237.50
4) SCAFFOLDINGS
bd ft
900
25.35
22,815.00
100
50.70
5,070.00
90 65 60
668.20 425.10 48.10
60,138.00 27,631.50 2,886.00
100
48.10
4,810.00
1. MASONRY a) sand b) gravel c) cement d) reinforced bars
2) LUMBER a) Window Jamb b) Door Jamb
Size
Unit
5) TIE WIRE
# 16
kilo
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
assorted sizes
kilo
7) GI NAILS 8) NAILS
Quantity
Unit Cost
9) LABOR
108,520.81
10) PLUMBING INSTALLATION
12,675.00
11) ELECTRICAL
17,745.00
12) ARCHITECTS FEE
18,084.69
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-269-
1,950.00 0.00 508,968.00
508,968.00 5,918.23 5,900.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Gasoline Station Type I-C Ground Area of Bldg. - 89 square meters
Item
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m bag pc pc pc
40 80 550 200 200 50
253.50 379.60 192.40 33.80 154.70 87.10
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft bd ft
200 200 150 50
35.10 35.10 35.10 35.10
Total Cost 0.00 0.00 10,140.00 30,368.00 105,820.00 6,760.00 30,940.00 4,355.00 0.00 7,020.00 7,020.00 5,265.00 1,755.00
3) FORMS
bd ft
900
11.37
10,237.50
4) SCAFFOLDINGS
bd ft
900
25.35
22,815.00
100
50.70
5,070.00
90 60 50
668.20 425.10 48.10
60,138.00 25,506.00 2,405.00
100
48.10
4,810.00
1. MASONRY a) sand b) gravel c) cement d) reinforced bars
2) LUMBER a) Window Jamb b) Door Jamb
Size
Unit
5) TIE WIRE
# 16
kilo
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
assorted sizes
kilo
7) GI NAILS 8) NAILS
Quantity
Unit Cost
9) LABOR
83,966.80
10) PLUMBING INSTALLATION
12,675.00
11) ELECTRICAL
8,872.50
12) ARCHITECTS FEE
13,993.20
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-270-
1,170.00 0.00 461,102.00
461,102.00 5,180.92 5,200.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Gasoline Station Type II-A Ground Area of Bldg. - 89 square meters
Item
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m bag pc pc pc
30 25 375 200 200 60
253.50 379.60 192.40 33.80 154.70 87.10
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft bd ft
200 200 150 60
35.10 35.10 35.10 35.10
Total Cost 0.00 0.00 7,605.00 9,490.00 72,150.00 6,760.00 30,940.00 5,226.00 0.00 7,020.00 7,020.00 5,265.00 2,106.00
3) FORMS
bd ft
1,000
11.37
11,375.00
4) SCAFFOLDINGS
bd ft
1,000
25.35
25,350.00
100
50.70
5,070.00
85 60 60
668.20 425.10 48.10
56,797.00 25,506.00 2,886.00
100
48.10
4,810.00
1. MASONRY a) sand b) gravel c) cement d) reinforced bars
2) LUMBER a) Window Jamb b) Door Jamb
Size
Unit
5) TIE WIRE
# 16
kilo
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
assorted sizes
kilo
7) GI NAILS 8) NAILS
Quantity
Unit Cost
9) LABOR
76,027.18
10) PLUMBING INSTALLATION
8,872.50
11) ELECTRICAL
6,337.50
12) ARCHITECTS FEE
12,669.93
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
1,170.00 0.00 390,453.11
390,453.11 4,387.11 4,400.00
-271-
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Gasoline Station Type II-B Ground Area of Bldg. - 89 square meters
Item
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m bag pc pc pc
30 30 200 200 200 50
253.50 379.60 192.40 33.80 154.70 87.10
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft bd ft
200 200 150 50
35.10 35.10 35.10 35.10
Total Cost 0.00 0.00 7,605.00 11,388.00 38,480.00 6,760.00 30,940.00 4,355.00 0.00 7,020.00 7,020.00 5,265.00 1,755.00
3) FORMS
bd ft
800
11.37
9,100.00
4) SCAFFOLDINGS
bd ft
800
25.35
20,280.00
100
50.70
5,070.00
85 50 50
668.20 425.10 48.10
56,797.00 21,255.00 2,405.00
150
48.10
7,215.00
1. MASONRY a) sand b) gravel c) cement d) reinforced bars
2) LUMBER a) Window Jamb b) Door Jamb
Size
Unit
5) TIE WIRE
# 16
kilo
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
assorted sizes
kilo
7) GI NAILS 8) NAILS
Quantity
Unit Cost
9) LABOR
62,386.35
10) PLUMBING INSTALLATION
8,872.50
11) ELECTRICAL
6,337.50
12) ARCHITECTS FEE
10,393.50
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-272-
1,170.00 0.00 331,869.85
331,869.85 3,728.87 3,700.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Gasoline Station Type II-C Ground Area of Bldg. - 94 square meters
Item
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m bag pc pc pc
35 35 200 200 200 50
253.50 379.60 192.40 33.80 154.70 87.10
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft bd ft
200 200 150 50
35.10 35.10 35.10 35.10
Total Cost 0.00 0.00 8,872.50 13,286.00 38,480.00 6,760.00 30,940.00 4,355.00 0.00 7,020.00 7,020.00 5,265.00 1,755.00
3) FORMS
bd ft
800
11.37
9,100.00
4) SCAFFOLDINGS
bd ft
800
25.35
20,280.00
100
50.70
5,070.00
85 50 50
668.20 425.10 48.10
56,797.00 21,255.00 2,405.00
150
48.10
7,215.00
1. MASONRY a) sand b) gravel c) cement d) reinforced bars
2) LUMBER a) Window Jamb b) Door Jamb
Size
Unit
5) TIE WIRE
# 16
kilo
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
assorted sizes
kilo
7) GI NAILS 8) NAILS
Quantity
Unit Cost
9) LABOR
51,070.11
10) PLUMBING INSTALLATION
8,872.50
11) ELECTRICAL
6,337.50
12) ARCHITECTS FEE
8,509.99
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-273-
1,170.00 0.00 321,835.60
321,835.60 3,423.78 3,400.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Gasoline Station Type III-A Ground Area of Bldg. - 88 square meters
Item
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m bag pc pc pc
15 15 100 200 100 50
253.50 379.60 192.40 33.80 154.70 87.10
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft bd ft
100 100 100 50
35.10 35.10 35.10 35.10
Total Cost 0.00 0.00 3,802.50 5,694.00 19,240.00 6,760.00 15,470.00 4,355.00 0.00 3,510.00 3,510.00 3,510.00 1,755.00
3) FORMS
bd ft
400
11.37
4,550.00
4) SCAFFOLDINGS
bd ft
350
25.35
8,872.50
1. MASONRY a) sand b) gravel c) cement d) reinforced bars
2) LUMBER a) Window Jamb b) Door Jamb
Size
Unit
Quantity
Unit Cost
5) TIE WIRE
# 16
kilo
80
50.70
4,056.00
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
85 50 50
668.20 425.10 48.10
56,797.00 21,255.00 2,405.00
assorted sizes
kilo
90
48.10
4,329.00
7) GI NAILS 8) NAILS 9) LABOR
41,789.47
10) PLUMBING INSTALLATION
6,337.50
11) ELECTRICAL
6,337.50
12) ARCHITECTS FEE
6,963.64
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-274-
780.00 0.00 232,079.11
232,079.11 2,637.26 2,600.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Gasoline Station Type III-B Ground Area of Bldg. - 88 square meters
Item
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
cu m cu m bag pc pc pc
10 10 100 200 100 50
253.50 379.60 192.40 33.80 154.70 87.10
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft bd ft
100 100 100 50
35.10 35.10 35.10 35.10
Total Cost 0.00 0.00 2,535.00 3,796.00 19,240.00 6,760.00 15,470.00 4,355.00 0.00 3,510.00 3,510.00 3,510.00 1,755.00
3) FORMS
bd ft
350
11.37
3,981.25
4) SCAFFOLDINGS
bd ft
350
25.35
8,872.50
1. MASONRY a) sand b) gravel c) cement d) reinforced bars
2) LUMBER a) Window Jamb b) Door Jamb
Size
Unit
Quantity
Unit Cost
5) TIE WIRE
# 16
kilo
80
50.70
4,056.00
6) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
80 40 50
668.20 425.10 48.10
53,456.00 17,004.00 2,405.00
assorted sizes
kilo
76
48.10
3,655.60
7) GI NAILS 8) NAILS 9) LABOR
40,078.35
10) PLUMBING INSTALLATION
5,070.00
11) ELECTRICAL
5,070.00
12) ARCHITECTS FEE
6,591.00
13) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-275-
780.00 0.00 215,460.70
215,460.70 2,448.42 2,400.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Gasoline Station Type III-C Ground Area of Bldg. - 80 square meters
Item
1) LUMBER a) Window Jamb b) Door Jamb
Size
Unit
1,100 60 80 30
35.10 35.10 35.10 35.10
Total Cost 0.00 0.00 38,610.00 2,106.00 2,808.00 1,053.00
kilo
30
50.70
1,521.00
26 x 32 x 12 26 x32x8
sheet sheet kilo
80 45 45
668.20 425.10 48.10
53,456.00 19,129.50 2,164.50
assorted sizes
kilo
75
48.10
3,607.50
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft bd ft
2) TIE WIRE
# 16
3) GI ROOFING 4) GI NAILS 5) NAILS
Quantity
Unit Cost
6) LABOR
35,089.47
7) PLUMBING INSTALLATION
3,802.50
8) ELECTRICAL
3,802.50
9) ARCHITECTS FEE
5,830.50
10) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-276-
780.00 0.00 173,760.47
173,760.47 2,172.01 2,200.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Gasoline Station Type III-D Ground Area of Bldg. - 84 square meters
Item
1) LUMBER a) Window Jamb b) Door Jamb
Size
Unit
1,000 50 80 30
35.10 35.10 35.10 35.10
Total Cost 0.00 0.00 35,100.00 1,755.00 2,808.00 1,053.00
kilo
30
50.70
1,521.00
26 x 32 x 12 26 x32x8
sheet sheet kilo
80 40 40
668.20 425.10 48.10
53,456.00 17,004.00 1,924.00
assorted sizes
kilo
60
48.10
2,886.00
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft bd ft
2) TIE WIRE
# 16
3) GI ROOFING 4) GI NAILS 5) NAILS
Quantity
Unit Cost
6) LABOR
32,807.97
7) PLUMBING INSTALLATION
3,802.50
8) ELECTRICAL
2,535.00
9) ARCHITECTS FEE
5,467.99
10) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-277-
780.00 0.00 162,900.46
162,900.46 1,939.29 1,900.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Gasoline Station Type III-E Ground Area of Bldg. - 88 square meters
Item
1) LUMBER a) Window Jamb b) Door Jamb
Size
Unit
1,000 50 80 30
35.10 35.10 35.10 35.10
Total Cost 0.00 0.00 35,100.00 1,755.00 2,808.00 1,053.00
kilo
30
50.70
1,521.00
26 x 32 x 12 26 x32x8
sheet sheet kilo
80 40 40
668.20 425.10 48.10
53,456.00 17,004.00 1,924.00
assorted sizes
kilo
60
48.10
2,886.00
20 pcs 2x5x20 20 pcs 2x5x20 1 pcs 2x5x10
bd ft bd ft bd ft bd ft
2) TIE WIRE
# 16
3) GI ROOFING 4) GI NAILS 5) NAILS
Quantity
Unit Cost
6) LABOR
26,571.87
7) PLUMBING INSTALLATION
3,802.50
8) ELECTRICAL
2,535.00
9) ARCHITECTS FEE
4,428.64
10) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-278-
780.00 0.00 155,625.01
155,625.01 1,768.47 1,800.00
BUILDING CONSTRUCTION COST ESTIMATE Classification for Assessment Purposes BUILDING CLASS : Swimming Pools, Bath House Type I-A Ground Area of Bldg. - 200 square meters
Item 1. MASONRY a) sand b) gravel c) cement d) reinforced bars
Size
Unit
1/4 0 x 20' std 1/2 0 x 20' std 3/8 0 x 20' std
2) LUMBER
cu m cu m bag pc pc pc
80 80 700 500 500 250
253.50 379.60 192.40 33.80 154.70 87.10
bd ft
10,000
35.10
25,000
6.76
80
50.70
Total Cost 0.00 0.00 20,280.00 30,368.00 134,680.00 16,900.00 77,350.00 21,775.00 0.00 351,000.00 0.00 169,000.00 0.00 4,056.00
80 40 100
668.20 425.10 48.10
53,456.00 17,004.00 4,810.00
75
48.10
3,607.50
3) TILES GLAZED
4X4
pc
4) TIE WIRE
# 16
kilo
5) GI ROOFING
26 x 32 x 12 26 x32x8
sheet sheet kilo
assorted sizes
kilo
6) GI NAILS 7) NAILS
Quantity
Unit Cost
8) LABOR
166,587.52
9) PLUMBING INSTALLATION
17,745.00
10) ELECTRICAL
58,305.00
11) ARCHITECTS FEE
27,763.32
12) BLDG.PERMIT MISCELLANEOUS Total
TOTAL PRODUCTION COST COST PER SQUARE METER SAY
-279-
780.00 0.00 1,175,467.34
1,175,467.34 5,877.33 5,900.00
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