Unit Cost Derivation
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OFFICE OF THE BARANGAY SUB-PROJECT MANAGEMENT COMMITTEE Barangay of Aslum Municipality of Julita Province of Leyte
SUB-PROJECT PROGRAM OF WORK Sub-Project Title Sub-Project Category Physical Target Total Sub-Project Cost
Diversion Works Structure 1
Project Description Construction of Diversion Work Structure Item No. 1.00 2.00 3.00 3.10 3.20 3.30 3.40 3.50 3.60 4.00 4.10 4.20 4.30 5.00 5.10 5.20 5.30 6.00 6.10 6.20 6.30 6.40
Scope of Work Coffer Dam Diversion of Water & Care of Creek Intake Weir Structure Excavation Boulder Fill Gravel Bedding Concrete Class "A" (3000 psi) Reinforcing Steel Bars Structural Backfill Handlaid Riprap Excavation Gravel Bedding Riprap (Handlaid) Grouted Riprap Excavation Gravel Bedding Riprap (Grouted) Intake Works Excavation Concrete Class "A" (3000 psi) Reinforcing Steel Bars Structural Backfill Total Breakdown of Estimated Sub-Project Cost A. Direct Cost Material Cost Equipment Rental Labor Cost a.) Skilled b.) Unskilled Sub-Total A B. Indirect Cost Pre-Engineering Engineering Supervision Contractor's Profit Taxes Hand Tools Materials Testing Capability Building Administrative & Overhead Sub-Total B TOTAL (A+B) Add: Contingency Percent Total Estimated Cost Add: O & M (other amenities) GRAND TOTAL
Implementation Mode Sub-Project Duration Equipment Needed Technical Personnel Percentage
Administration 1 Bagger Concrete Mixer, Water Pump 2
Quantity 20.00 123.25
Unit LM cu.m.
Unit Price 1,597.33 50.45
261.51 42.50 17.00 83.88 4,131.67 130.38
cu.m. cu.m. cu.m. cu.m. kgs. cu.m.
68.37 1,035.29 832.29 4,255.66 43.77 78.70
24.00 8.00 16.00
cu.m. cu.m. cu.m.
62.08 953.00 1,036.25
cu.m. cu.m. cu.m. cu.m. cu.m. kgs cu.m.
KALAHI-CIDSS Grant
Prepared by:
Source of Fund Community
LGUs
Other Source
Total 31,946.50 6,217.80 17,880.00 44,000.00 14,149.00 356,956.50 180,861.00 10,260.00 1,490.00 7,624.00 16,580.00 687,964.80 Total Cost
Approved by: BUENAVENTURA L. PITAO Engr.II, Prov'l. Agr'l. Office - Leyte
Reviewed by:
Chairperson - Brgy. Sub-Project Mgt. Com. Noted by:
Deputy Area Coordinator
Note: a.) Costing to be used on the MIBF will be the Total Cost Estimate b.) Costing of O & M will be monitored during the conduct of the SET *Costing to be supported with detailed Training Schedules
Regional Infrastructure Engineer
CONCRETE VOLUME: Thickness, m. Width, m. Height, m. Length,m. Volume, cu.m. Retaining Wall: Retain Wall Left Retain Wall Right Cut-off Wall: Left Ret. Wall Right Ret. Wall Upstream Downstream Wall Footing Left Abutment Right Abutment Pier
Flooring: Wier R/L Abutment Cut Walk: Total Concrete Volume Boulder Fill (200-400mmØ) Gravel Bedding
0.20 0.20 0.20 0.20
2.50 2.00 2.50 2.00
10.41 14.00 10.41 14.00
5.21 5.60 5.21 5.60
21.61
0.20 0.20 0.20 0.20 0.20 0.20
1.00 1.00 1.00 1.00 1.00 1.00
24.41 14.00 24.41 14.00 6.00 8.00
4.88 2.80 4.88 2.80 1.20 1.60
18.17
5.28 5.28
10.56
0.20 0.20
1.20 1.20
0.20 0.30 0.20 0.30 0.30
0.85 0.30 0.05 0.10 0.30
0.20 0.20 0.10 0.10 0.10
6.00 1.00 5.12 5.12 0.60
0.20 0.20
6.00 1.00
0.50 0.50
6.00 1.00
Grouted Riprap:(200-400mm) Right Abutment Left Abutment
0.30 0.30
4.83 4.83
Handlaid Riprap:(300-400mm) Gravel Bedding
0.40 0.20
8.00 8.00
Boulder (200-400mmØ)
22.00 22.00 No. of Units 2.50 2 2.50 2 2.50 2 2.50 2 2.50 2
0.85 0.45 0.05 0.15 0.23
14 1 14 14 8 Total
16.80 0.20 7.17 7.17 0.48 83.88
14 1 Total 14 1 Total
16.80 0.20 17.00 42.00 0.50 42.50
5.00 5.00 Total 5.00 5.00 Total
7.24 7.24 14.49 16.00 8.00 24.00
31.33 60.06
Reinf. Steel Bars Retain Wall Left Bar A 12mm Bar B 12mm Temp. Bars 10mm Retain Wall Right Bar A 12mm Bar B 12mm Temp. Bars 10mm Wall Footing: Left Footing 12mm
Width, m. Height, m. Length,m. 0.75 1.25 24.00 1.10 2.45 24.00 3.50 24.00 0.75 1.10
Flooring:
Discharge end (Two sides) Vert. 12mm Hor.12mm Cut-off 12mm Vert.12mm
24.00 24.00 24.00
121.00 121.00 9.33
242.00 429.55 224.00
22.00 22.00 22.00 22.00 14.00 14.00
111.00 8.50 111.00 8.50 31.00 71.00
166.50 187.00 166.50 187.00 434.00 426.00
1.50 1.00
37.41 37.41
188.07 6.00
282.11 224.49
1.50 1.00
37.41 37.41
188.07 6.00
282.11 224.49
1.30 1.00
6.00 6.00
31.00 6.00
40.30 36.00
1.30 1.00
8.00 8.00
41.00 6.00
53.30 48.00
2.40
5.25 14.00 7.00 14.00
28.35 23.80 37.80 67.20
8.00 8.00
4.00 41.00
32.00 24.60
20.00 20.00
101.00 19.00
363.60 380.00
3.50 5.50
9.38 5.50
10.00 3.25
4.50 5.85
1.50 1.50 1.50 1.50 6.00 6.00
Right Footing 12mm
Cut-off Wall: Left Abutment: Vertical Bars (12mm) Temp. Bars (12mm) Right Abutment: Vertical Bars (12mm) Temp. Bars (12mm) Upstream Vertical Bars (12mm) Temp. Bars (12mm) Downstream Vertical Bars (12mm) Temp. Bars (12mm) Pier: Bracing (Vert.) 12mm Horizontal 12mm Pier Post 12mm Stirrups 10mm Cut Walk: Longitudinal 12 mm Temp. Bars 10mm Intake Wall: 12mm Bothways
1.25 2.45 2.50
No. of Units 2.00 2.00 2.00 2.00
0.85 0.85
2.70 2.60 2.70 2.60
0.60 0.60
2.00 2.00
No. of pcs. Total Length, m 121.00 242.00 121.00 429.55 12.67 304.00
0.90 0.90
0.90 0.90
0.50 0.50
1.34 0.90 0.45 0.45
1.80 1.80 Total
Excavation: Retaining Wall: Retain Wall Left U/S
Top,m. 2.00
12mm dia. 10mm dia.
Bottom,m. Height, m. Length,m. Volume, cu.m. 1.40
1.90
5.00
16.15
D/S Retain Wall Right U/S D/S Cut-off Wall Left U/S D/S Right U/S D/S Flooring:
Grouted Excav. Left Abutment Right Abutment
Handlaid Riprap:Excav. Struc. Backfill:
1.80 2.00 0.30 2.00 1.80 2.00 0.30
1.40 1.40 0.30 1.40 1.40 1.40 0.30
1.90 1.90 0.25 2.10 1.75 1.75 0.50
12.00 5.00 14.00 5.00 12.00 5.00 14.00
36.48 16.15 1.05 17.85 33.60 14.88 2.10
0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 6.00 1.20 0.50 0.15
0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.50 0.15 0.40
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.70 1.00 2.00 3.00
5.00 12.00 5.00 6.00 5.00 12.00 5.00 8.00 14.00 14.00 14.00 14.00 Total
2.75 6.60 2.75 3.30 2.75 6.60 2.75 4.40 58.80 11.90 9.10 11.55 261.51
2.30 2.00
0.50 0.50 2.00
2.50 3.00 0.50
5.00 5.00 5.00 Total 5.00
17.50 15.00 5.00 37.50 24.00
8.00 Top,m.
Retaining Wall: Retain Wall Left
Retain Wall Right
Cut-off Wall
1.80 1.55 1.80 5.00 1.80 1.55 1.80 5.00 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50
0.60
Bottom,m. Height, m. Length,m. Volume, cu.m. 1.20 1.20 1.20 1.20 1.20 1.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20
1.70 1.70 1.70 0.60 1.70 1.70 1.70 0.20 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
5.00 12.00 5.00 14.00 5.00 12.00 5.00 14.00 5.00 12.00 5.00 6.00 5.00 12.00 5.00 8.00 Total
12.75 28.05 12.75 42.00 12.75 28.05 12.75 14.00 1.75 4.20 1.75 2.10 1.75 4.20 1.75 2.80 183.40
Intake Works: Excavation
Top,m. Bottom,m. Height, m. Length,m. Volume, cu.m. 1.10 1.10 0.40 20.00 8.80
138.26
31.90
123.25
Backfill
0.30 1.00 0.24
Concrete Volume
Division Box: Flooring CHB Footing
Length,m.
No. of CHB's Mortar/Plaster
0.20 1.00
0.28 20.00 0.20 5.00 0.24 20.00 1.80 1.34 0.12 0.80 0.92 0.12 Total Concrete Volume Top, m
Concrete Height, m. Width, m. Volume, cu.m. 0.30 Total -
(3.00) pcs. (0.02) Concrete Mortar Cement Sand Gravel
Reinforcing Bars Vertical Bar Horizontal Bar CHB Found.
1.40 1.00 1.15 0.29 (0.09) 1.35
Length,m.
Total -
Width, m. Height, m. No. of Pcs. Total Bar Length Total Bar nos. -
2.40
Weight, kgs. 214.90 381.44 187.26 214.90 381.44 137.98 147.85 166.06 147.85 166.06 385.39 378.29
250.51 199.34 250.51 199.34 35.79 31.97 47.33 42.62 25.17 21.13 33.57 41.40 28.42 15.15 322.88 337.44
660.32
8.33 4.88 4.00 5.19 22.40 3,749.88 381.80 Conc. Vol. Backfill
21.61
116.64
18.17
13.73
130.38
DETAILED ESTIMATES Supplement to Program of Work Name of Proposed Sub-Project: Diversion Works Structure Location: Barangay Aslum, Julita, Leyte Item No.
Work Description
Quantity
Unit
1.00
Coffer Dam
20
Linear Meter (Lm)
A 1 2 3
Material 1/2" X 4' X 8' Marine Plyboard 2" X 2" Coco Lumber (False work) Assorted Common Wire Nails
Quantity 7.50 180.00 12.00
Unit pcs. bd.ft. kgs.
Unit Cost
Unit Cost 835.00 9.50 50.00
Sub-Total B
C
Name & Capacity of Equipment None
Labor Derivation (Subsidiary Work Description) Hour/board foot Board foot per Linear meter Hour/Linear meter
Labor Requirement Skilled Laborer Unskilled Laborer
Number No. of Days
1,597.33 Cost 6,262.50 1,710.00 600.00
8,572.50
Rate/Day
Cost
Quantity Manpower Number of Number of Days to Required Capability Manpower Assigned Complete the Work 0.064 180.00 11.52
3.00
28.80
Number No. of Day 1.00 29.00 2.00 29.00
Rate/Day 350.00 228.00
Cost 10,150.00 13,224.00
20.00
Sub-Total
23,374.00
DETAILED ESTIMATES Supplement to Program of Work Name of Proposed Sub-Project: Diversion Works Structure Location: Barangay Aslum, Julita, Leyte Item No.
Work Description
2.00
Diversion of Water and Care of Creek
A 1
Material Diesel Fuel
Quantity
Unit
123.25 Quantity 8.00
Unit Cost
cu.m. Unit liters
50.45
Unit Cost 39.85
Total B
Name & Capacity of Equipment 4"Ø Water Pumps and accessories
Number No. of Day 1.00 17.00
Labor Derivation (Subsidiary Work Description) Dewatering/pumping ( cu.m./day)
Labor Requirement Water Pump Operator
318.80
318.80
Rate/Day 119.00
Total C
Cost
Cost 2,023.00
2,023.00
Quantity Manpower Number of Number of Days to Required Capability Manpower Assigned Complete the Work 123.25
7.25
1.00
17.00
Number No. of Days 1.00 17.00
Rate/Day 228.00
Cost 3,876.00
Total
3,876.00
DETAILED ESTIMATES Supplement to Program of Work Name of Proposed Sub-Project: Diversion Works Structure Location: Barangay Aslum, Julita, Leyte Item No. 3.10
Work Description
Quantity
Unit
Unit Cost
Excavation
261.51
A
Material None
Quantity
Unit
Unit Cost
Cost
B
Name & Capacity of Equipment None
Number
No. of Day
Rate/Day
Cost
C
Labor Derivation (Subsidiary Work Description) Cu.m./Man-day @ 0-4m throwing dist
Labor Requirement Skilled Laborer Unskilled Laborer
cubic meter (cu.m.)
68.37
Quantity Manpower Number of Manpower Number of Days to Required Capability Assigned Complete the Work 261.51
3.50
6.00
12.45
Number No. of Days 1.00 12.00 5.00 12.00
Rate/Day 350.00 228.00
Cost 4,200.00 13,680.00
Sub-Total
17,880.00
DETAILED ESTIMATES Supplement to Program of Work Name of Proposed Sub-Project: Diversion Works Structure Location: Barangay Aslum, Julita, Leyte Item No. 3.40 A 1 2 3 4 5 6
Work Description Concrete Class "A" (3000 psi) Material Portland Cement Fresh Sand Gravel (G1) 1/4" X 4' X 8' Ordinary Plywood Coco Lumber (False Work) Nails and Hardware
Quantity
Unit
83.88 Quantity 800.00 53.00 70.00 57.00 5,033.00 210.00
cubic meter (cu.m.) Unit bags cu.m. cu.m. pcs. bd.ft. kgs.
Unit Cost 195.00 350.00 725.00 385.00 10.50 52.50
Total B
Name & Capacity of Equipment Concrete Mixer (1 bagger)
Number No. of Day 1.00 24.00
Rate/Day 298.00
Total C
Unit Cost 4,255.66 Cost 156,000.00 18,550.00 50,750.00 21,945.00 52,846.50 11,025.00
311,116.50 Cost 7,152.00
7,152.00
Labor Derivation (Subsidiary Work Description) Concrete Works (cu.m./day)
Quantity Manpower Number of Manpower Number of Days to Required Capability Assigned Complete the Work 83.88 3.50 6.00 23.97
Labor Requirement Skilled Laborer Unskilled Laborer
Number No.of Days 2.00 24.00 4.00 24.00
Rate/Day 350.00 228.00
Total
Cost 16,800.00 21,888.00
38,688.00
DETAILED ESTIMATES Supplement to Program of Work Name of Proposed Sub-Project: Diversion Works Structure Location: Barangay Aslum, Julita, Leyte Item No.
Work Description
Quantity
Unit
3.50
Reinforcing Steel Bars
4,131.67
Kgs.
A 1 2 3 4
Material 12mm Ø X 20' Reinforcing Bars 10mm Ø X 20' Reinforcing Bars # 16 Tie Wire Hacksaw Blade
Quantity 704.00 103.00 124.00 6.00
Unit pcs. pcs. kgs. pcs.
Unit Cost 180.00 165.00 55.00 45.00
Total B
C
Name & Capacity of Equipment None
Number
No. of Day
Rate/Day
Unit Cost 43.77 Cost 126,720.00 16,995.00 6,820.00 270.00
150,805.00 Cost
Labor Derivation (Subsidiary Work Description) Cutting, Bending & Placing of RSB (kgs/day)
Quantity Manpower Number of Manpower Number of Days to Required Capability Assigned Complete the Work 4,131.67 80.00 2.00 51.65
Labor Requirement Skilled Laborer Unskilled Laborer
Number No. of Days 1.00 52.00 1.00 52.00
Rate/Day 350.00 228.00
Total
Cost 18,200.00 11,856.00
30,056.00
DETAILED ESTIMATES Supplement to Program of Work Name of Proposed Sub-Project: Location: Item No.
Work Description
Quantity
A
Material
Quantity
B
Name & Capacity of Equipment
C
Labor Derivation (Subsidiary Work Description)
Unit
Unit
Number No. of Day
Unit Cost
Rate/Day
Quantity Manpower Number of Manpower Required Capability Assigned
Labor Requirement
Number No. of Day
Rate/Day
Unit Cost
Cost
Cost
Number of Days to Complete the Work
Cost
DETAILED ESTIMATES Supplement to Program of Work Name of Proposed Sub-Project: Diversion Works Structure Location: Barangay Aslum, Julita, Leyte Item No.
Work Description
Quantity
3.60
Structural Backfill
130.38
A
Material None
B
Name & Capacity of Equipment None
C
Quantity
Unit
Unit Cost
cubic meter (cu.m.) Unit
Number No. of Day
78.70
Unit Cost
Cost
Rate/Day
Cost
Labor Derivation (Subsidiary Work Description) Backfilling & Tamping (cu.m./man-day)
Quantity Manpower Number of Manpower Number of Days to Required Capability Assigned Complete the Work 130.38 3.00 5.00 8.69
Labor Requirement Unskilled Laborer
Number No. of Day 5.00 9.00
Rate/Day 228.00
Cost 10,260.00
DETAILED ESTIMATES Supplement to Program of Work Name of Proposed Sub-Project: Diversion Works Structure Location: Barangay Aslum, Julita, Leyte Item No.
Work Description
4.10
Excavation (Handlaid Riprap)
A
Material None
Quantity
Unit
Unit Cost
Cost
B
Name & Capacity of Equipment None
Number
No. of Day
Rate/Day
Cost
C
Labor Derivation (Subsidiary Work Description) Cu.m./Man-day @ 0-4m throwing dist.
Labor Requirement Skilled Laborer Unskilled Laborer
Quantity
Unit
24.00
Unit Cost
cubic meter (cu.m.)
62.08
Quantity Manpower Number of Manpower Number of Days to Required Capability Assigned Complete the Work 24.00
3.50
6.00
Number No. of Days 1.00 1.00 5.00 1.00
Rate/Day 350.00 228.00
Sub-Total
1.14
Cost 350.00 1,140.00
1,490.00
DETAILED ESTIMATES Supplement to Program of Work Name of Proposed Sub-Project: Diversion Works Structure Location: Barangay Aslum, Julita, Leyte Item No.
Work Description
Quantity
4.30
Handlaid Riprap
16.00
A 1
Material Boulder (300mm-400mmØ)
Quantity 16.00
Unit
Unit cu.m.
Unit Cost
cubic meters (cu.m.)
1,036.25
Unit Cost 850.00
Cost 13,600.00
Total B
C
Name & Capacity of Equipment None
Labor Derivation (Subsidiary Work Description) Handlaid Riprap (cu.m./day)
Labor Requirement Skilled Laborer Unskilled Laborer
Number No. of Day
13,600.00
Rate/Day
Cost
Quantity Manpower Number of Manpower Required Capability Assigned 16.00
8.50
6.00
Number No. of Day 1.00 2.00 5.00 2.00
Rate/Day 350.00 228.00
Total
Number of Days to Complete the Work 1.88
Cost 700.00 2,280.00
2,980.00
DETAILED ESTIMATES Supplement to Program of Work Name of Proposed Sub-Project: Diversion Works Structure Location: Barangay Aslum, Julita, Leyte Item No.
Work Description
4.20
Gravel Bedding (Handlaid)
A 1
Material Gravel (G1)
Quantity
Unit
8.00 Quantity 8.00
Unit cu.m.
Unit Cost
cubic meters (cu.m.)
953.00
Unit Cost 725.00
Cost 5,800.00
Total B
C
Name & Capacity of Equipment None
Labor Derivation (Subsidiary Work Description) Bedding (cu.m./hour)
Labor Requirement Unskilled Laborer
Number No. of Day
5,800.00
Rate/Day
Cost
Quantity Manpower Number of Manpower Number of Days to Required Capability Assigned Complete the Work 8.00
2.00
8.00
0.50
Number No. of Day 8.00 1.00
Rate/Day 228.00
Cost 1,824.00
Total
1,824.00
DETAILED ESTIMATES Supplement to Program of Work Name of Proposed Sub-Project: Diversion Works Structure Location: Barangay Aslum, Julita, Leyte Item No.
Work Description
Quantity
Unit
Unit Cost
1
Excavation (Grouted Riprap)
37.50
cubic meter (cu.m.)
79.47
A
Material None
Quantity
Unit
Unit Cost
Cost
B
Name & Capacity of Equipment None
Number
No. of Day
Rate/Day
Cost
C
Labor Derivation (Subsidiary Work Description) Cu.m./Man-day @ 0-4m throwing dist.
Labor Requirement Skilled Laborer Unskilled Laborer
Quantity Manpower Number of Number of Days to Required Capability Manpower Assigned Complete the Work 37.50
3.50
6.00
Number No. of Days 1.00 2.00 5.00 2.00
Rate/Day 350.00 228.00
Sub-Total
1.79
Cost 700.00 2,280.00
2,980.00
DETAILED ESTIMATES Supplement to Program of Work Name of Proposed Sub-Project: Diversion Works Structure Location: Barangay Aslum, Julita, Leyte Item No.
A 1 2 3 4
Work Description
Quantity
Unit
Unit Cost
Grouted Riprap
14.49
cubic meters (cu.m.)
2,280.25
Material Portland Cement Fresh Sand Gravel (G1) Boulder (200mm-350mmØ)
Quantity 61.00 5.00 1.00 14.00
Unit bags cu.m. cu.m. cu.m.
Unit Cost 195.00 350.00 725.00 850.00
Total B
C
Name & Capacity of Equipment None
Number No. of Day
Rate/Day
Cost 11,895.00 1,750.00 725.00 11,900.00
26,270.00 Cost
Labor Derivation (Subsidiary Work Description) Grouted Riprap (cu.m./day)
Quantity Manpower Number of Manpower Number of Days to Required Capability Assigned Complete the Work 14.49 7.50 13.00 1.93
Labor Requirement Foreman Skilled Laborer Unskilled Laborer
Number No. of Day 1.00 2.00 2.00 2.00 10.00 2.00
Rate/Day 400.00 350.00 228.00
Total
Cost 800.00 1,400.00 4,560.00
6,760.00
DETAILED ESTIMATES Supplement to Program of Work Name of Proposed Sub-Project: Diversion Works Structure Location: Barangay Aslum, Julita, Leyte Item No.
Work Description
3.20
Boulder Fill
A 1
Material Boulder (200mm-400mmØ)
Quantity
Unit
42.50 Quantity 43.00
Unit cu.m.
Unit Cost
cubic meters (cu.m.)
1,035.29
Unit Cost 850.00
Cost 36,550.00
Total B
C
Name & Capacity of Equipment None
Labor Derivation (Subsidiary Work Description) Handlaid Riprap (cu.m./day)
Labor Requirement Skilled Laborer Unskilled Laborer
Number No. of Day
36,550.00
Rate/Day
Cost
Quantity Manpower Number of Manpower Number of Days to Required Capability Assigned Complete the Work 43.00
8.50
6.00
5.06
Number No. of Day 1.00 5.00 5.00 5.00
Rate/Day 350.00 228.00
Cost 1,750.00 5,700.00
Total
7,450.00
DETAILED ESTIMATES Supplement to Program of Work Name of Proposed Sub-Project: Diversion Works Structure Location: Barangay Aslum, Julita, Leyte Item No.
Work Description
3.30
Gravel Bedding (Boulder Fill)
A 1
Material Gravel (G1)
Quantity
Unit
17.00 Quantity 17.00
cubic meters (cu.m.) Unit cu.m.
Unit Cost 725.00
Total B
C
Name & Capacity of Equipment None
Number No. of Day
Rate/Day
Labor Derivation (Subsidiary Work Description) Bedding (cu.m./hour)
Quantity Manpower Number of Manpower Required Capability Assigned 17.00 2.00 8.00
Labor Requirement Unskilled Laborer
Number No. of Day 8.00 1.00
Rate/Day 228.00
Total
Unit Cost 832.29 Cost 12,325.00
12,325.00 Cost
Number of Days to Complete the Work 1.06
Cost 1,824.00
1,824.00
DETAILED ESTIMATES Supplement to Program of Work Name of Proposed Sub-Project: Diversion Works Structure Location: Barangay Aslum, Julita, Leyte Item No.
Work Description Concrete Class "A" (3000 psi)
A 1 2 3 4 5 6
Material Portland Cement Fresh Sand Gravel (G1) 1/4" X 4' X 8' Ordinary Plywood Coco Lumber (False Work) Nails and Hardware
Quantity
Unit
Unit Cost
1.35
cubic meter (cu.m.)
4,262.00
Quantity 13.00 1.00 1.00 1.00 81.00 3.00
Unit bags cu.m. cu.m. pcs. bd.ft. kgs.
Unit Cost 195.00 350.00 725.00 385.00 10.50 52.50
Total B
Name & Capacity of Equipment Concrete Mixer (1 bagger)
Number No. of Day 1.00 0.40
Rate/Day 298.00
Total C
Cost 2,535.00 350.00 725.00 385.00 850.50 157.50
5,003.00 Cost 119.20
119.20
Labor Derivation (Subsidiary Work Description) Concrete Works (cu.m./day)
Quantity Manpower Number of Manpower Number of Days to Required Capability Assigned Complete the Work 1.35 3.50 6.00 0.39
Labor Requirement Skilled Laborer Unskilled Laborer
Number No.of Days 2.00 0.40 4.00 0.40
Rate/Day 350.00 228.00
Cost 280.00 364.80
Total
644.80
DETAILED ESTIMATES Supplement to Program of Work Name of Proposed Sub-Project: Diversion Works Structure Location: Barangay Aslum, Julita, Leyte Item No.
Work Description
Quantity
Unit
1
Excavation (Intake)
8.80
cubic meter (cu.m.)
A
Material None
Quantity
B
Name & Capacity of Equipment None
C
Unit
Number No. of Day
Unit Cost
Rate/Day
Labor Derivation Quantity Manpower Number of Manpower (Subsidiary Work Required Capability Assigned Description) Cu.m./Man-day @ 0-4m throwing dist. 8.80 3.50 6.00
Labor Requirement Skilled Laborer Unskilled Laborer
Number No. of Days 1.00 0.40 5.00 0.40
Rate/Day 350.00 228.00
Sub-Total
Unit Cost 67.73 Cost
Cost
Number of Days to Complete the Work 0.42
Cost 140.00 456.00
596.00
DETAILED ESTIMATES Supplement to Program of Work Name of Proposed Sub-Project: Diversion Works Structure Location: Barangay Aslum, Julita, Leyte Item No.
Work Description
Quantity
Unit
Unit Cost
Structural Backfill
2.40
cubic meter (cu.m.)
95.00
A
Material None
Quantity
Unit Cost
Cost
B
Name & Capacity of Equipment None
Rate/Day
Cost
C
Unit
Number No. of Day
Labor Derivation Quantity Manpower Number of Manpower Number of Days to (Subsidiary Work Required Capability Assigned Complete the Work Description) Backfilling & Tamping (cu.m./man-day) 2.40 3.00 5.00 0.16
Labor Requirement Unskilled Laborer
Number No. of Day 5.00 0.20
Rate/Day 228.00
Cost 228.00
DETAILED ESTIMATES Supplement to Program of Work Name of Proposed Sub-Project: Diversion Works Structure Location: Barangay Aslum, Julita, Leyte Item No.
A 1 2 3
Work Description
Quantity
Unit
Reinforcing Steel Bars (12mmØ)
682.72
Kgs.
Material 12mm Ø X 20' Reinforcing Bars # 16 Tie Wire Hacksaw Blade
Quantity 128.00 20.00 6.00
Unit pcs. kgs. pcs.
Unit Cost 180.00 55.00 45.00
Total B
C
Name & Capacity of Equipment None
Number No. of Day
Rate/Day
Labor Derivation Quantity Manpower Number of Manpower (Subsidiary Work Required Capability Assigned Description) Cutting, Bending & Placing of RSB 682.72 80.00 2.00 (kgs/day)
Labor Requirement Skilled Laborer Unskilled Laborer
Number No. of Days 1.00 9.00 1.00 9.00
Rate/Day 350.00 228.00
Total
Unit Cost 43.37 Cost 23,040.00 1,100.00 270.00
24,410.00 Cost
Number of Days to Complete the Work 8.53
Cost 3,150.00 2,052.00
5,202.00
DETAILED ESTIMATES Supplement to Program of Work Name of Proposed Sub-Project: Diversion Works Structure Location: Barangay Aslum, Julita, Leyte Item No.
A
B
C
Work Description
Quantity
Unit
Unit Cost
Trash Trap
1
LS
1,867.50
Material ¼" X 1½" X 20' Angle Bar 10mmØ X 20' RSB Welding Rod
Name & Capacity of Equipment None
Quantity 1.00 5.00 0.50
Unit pcs. pcs. kgs.
Number No. of Day
Unit Cost 650.00 165.00 85.00
Cost 650.00 825.00 42.50
Total
1,517.50
Rate/Day
Cost
Labor Derivation Quantity Manpower Number of Manpower Number of Days to (Subsidiary Work Required Capability Assigned Complete the Work Description) Trash Fabrication (days per trap) 1.00 1.00 1.00 1.00
Labor Requirement Welder
Number No. of Day 1.00 1.00
Rate/Day 350.00
Total
Cost 350.00
350.00
DETAILED ESTIMATES Supplement to Program of Work Name of Proposed Sub-Project: Location: Item No.
Work Description
Quantity
A
Material
Quantity
B
Name & Capacity of Equipment
C
Labor Derivation (Subsidiary Work Description)
Unit
Unit
Number No. of Day
Unit Cost
Rate/Day
Quantity Manpower Number of Manpower Required Capability Assigned
Labor Requirement
Number No. of Day
Rate/Day
Unit Cost
Cost
Cost
Number of Days to Complete the Work
Cost
SUB-PROJECT PROGRAM OF WORK Sub-Project Title Sub-Project Category Physical Target Total Sub-Project Cost
Diversion Works Structure 1
Project Description Construction of Diversion Work Structure Item No. 1.00 2.00 3.00 3.10 3.20 3.30 3.40 3.50 3.60 4.00 4.10 4.20 4.30 5.00 5.10 5.20 5.30 6.00 6.10 6.20 6.30 6.40
Scope of Work Coffer Dam Diversion of Water & Care of Creek Intake Weir Structure Excavation Boulder Fill Gravel Bedding Concrete Class "A" (3000 psi) Reinforcing Steel Bars Structural Backfill Handlaid Riprap Excavation Gravel Bedding Riprap (Handlaid) Grouted Riprap Excavation Gravel Bedding Riprap (Grouted) Intake Works Excavation Concrete Class "A" (3000 psi) Reinforcing Steel Bars Structural Backfill Total Breakdown of Estimated Sub-Project Cost A. Direct Cost Material Cost Equipment Rental Labor Cost a.) Skilled b.) Unskilled Sub-Total A B. Indirect Cost Pre-Engineering Engineering Supervision Contractor's Profit Taxes Hand Tools Materials Testing Capability Building Administrative & Overhead Sub-Total B TOTAL (A+B) Add: Contingency Percent Total Estimated Cost Add: O & M (other amenities) GRAND TOTAL
Implementation Mode Sub-Project Duration Equipment Needed Technical Personnel Percentage
Administration 1 Bagger Concrete Mixer, Water Pump 2
Quantity 20.00 123.25
Unit LM cu.m.
Unit Price 1,597.33 50.45
261.51 42.50 17.00 83.88 4,131.67 130.38
cu.m. cu.m. cu.m. cu.m. kgs. cu.m.
68.37 1,035.29 832.29 4,255.66 43.77 78.70
24.00 8.00 16.00
cu.m. cu.m. cu.m.
62.08 953.00 1,036.25
cu.m. cu.m. cu.m. cu.m. cu.m. kgs cu.m.
KALAHI-CIDSS Grant
Prepared by:
Source of Fund Community
LGUs
Other Source
Total 31,946.50 6,217.80 17,880.00 44,000.00 14,149.00 356,956.50 180,861.00 10,260.00 1,490.00 7,624.00 16,580.00 687,964.80 Total Cost
Approved by: BUENAVENTURA L. PITAO Engr.II, Prov'l. Agr'l. Office - Leyte
Reviewed by:
Chairperson - Brgy. Sub-Project Mgt. Com. Noted by:
Deputy Area Coordinator
Note: a.) Costing to be used on the MIBF will be the Total Cost Estimate b.) Costing of O & M will be monitored during the conduct of the SET *Costing to be supported with detailed Training Schedules
Regional Infrastructure Engineer
CONCRETE VOLUME: Thickness, m. Width, m. Height, m. Length,m. Volume, cu.m. Retaining Wall: Retain Wall Left Retain Wall Right Cut-off Wall: Left Ret. Wall Right Ret. Wall Upstream Downstream Wall Footing Left Abutment Right Abutment Pier
Flooring: Wier R/L Abutment Cut Walk: Total Concrete Volume Boulder Fill (200-400mmØ) Gravel Bedding
0.20 0.20 0.20 0.20
2.50 2.00 2.50 2.00
10.41 14.00 10.41 14.00
5.21 5.60 5.21 5.60
21.61
0.20 0.20 0.20 0.20 0.20 0.20
1.00 1.00 1.00 1.00 1.00 1.00
24.41 14.00 24.41 14.00 6.00 8.00
4.88 2.80 4.88 2.80 1.20 1.60
18.17
5.28 5.28
10.56
0.20 0.20
1.20 1.20
0.20 0.30 0.20 0.30 0.30
0.85 0.30 0.05 0.10 0.30
0.20 0.20 0.10 0.10 0.10
6.00 1.00 5.12 5.12 0.60
0.20 0.20
6.00 1.00
0.50 0.50
6.00 1.00
Grouted Riprap:(200-400mm) Right Abutment Left Abutment
0.30 0.30
4.83 4.83
Handlaid Riprap:(300-400mm) Gravel Bedding
0.40 0.20
8.00 8.00
Boulder (200-400mmØ)
22.00 22.00 No. of Units 2.50 2 2.50 2 2.50 2 2.50 2 2.50 2
0.85 0.45 0.05 0.15 0.23
14 1 14 14 8 Total
16.80 0.20 7.17 7.17 0.48 83.88
14 1 Total 14 1 Total
16.80 0.20 17.00 42.00 0.50 42.50
5.00 5.00 Total 5.00 5.00 Total
7.24 7.24 14.49 16.00 8.00 24.00
31.33 60.06
Reinf. Steel Bars Retain Wall Left Bar A 12mm Bar B 12mm Temp. Bars 10mm Retain Wall Right Bar A 12mm Bar B 12mm Temp. Bars 10mm Wall Footing: Left Footing 12mm
Width, m. Height, m. Length,m. 0.75 1.25 24.00 1.10 2.45 24.00 3.50 24.00 0.75 1.10
Flooring:
Discharge end (Two sides) Vert. 12mm Hor.12mm Cut-off 12mm Vert.12mm
24.00 24.00 24.00
121.00 121.00 9.33
242.00 429.55 224.00
22.00 22.00 22.00 22.00 14.00 14.00
111.00 8.50 111.00 8.50 31.00 71.00
166.50 187.00 166.50 187.00 434.00 426.00
1.50 1.00
37.41 37.41
188.07 6.00
282.11 224.49
1.50 1.00
37.41 37.41
188.07 6.00
282.11 224.49
1.30 1.00
6.00 6.00
31.00 6.00
40.30 36.00
1.30 1.00
8.00 8.00
41.00 6.00
53.30 48.00
2.40
5.25 14.00 7.00 14.00
28.35 23.80 37.80 67.20
8.00 8.00
4.00 41.00
32.00 24.60
20.00 20.00
101.00 19.00
363.60 380.00
3.50 5.50
9.38 5.50
10.00 3.25
4.50 5.85
1.50 1.50 1.50 1.50 6.00 6.00
Right Footing 12mm
Cut-off Wall: Left Abutment: Vertical Bars (12mm) Temp. Bars (12mm) Right Abutment: Vertical Bars (12mm) Temp. Bars (12mm) Upstream Vertical Bars (12mm) Temp. Bars (12mm) Downstream Vertical Bars (12mm) Temp. Bars (12mm) Pier: Bracing (Vert.) 12mm Horizontal 12mm Pier Post 12mm Stirrups 10mm Cut Walk: Longitudinal 12 mm Temp. Bars 10mm Intake Wall: 12mm Bothways
1.25 2.45 2.50
No. of Units 2.00 2.00 2.00 2.00
0.85 0.85
2.70 2.60 2.70 2.60
0.60 0.60
2.00 2.00
No. of pcs. Total Length, m 121.00 242.00 121.00 429.55 12.67 304.00
0.90 0.90
0.90 0.90
0.50 0.50
1.34 0.90 0.45 0.45
1.80 1.80 Total
Excavation: Retaining Wall: Retain Wall Left U/S
Top,m. 2.00
12mm dia. 10mm dia.
Bottom,m. Height, m. Length,m. Volume, cu.m. 1.40
1.90
5.00
16.15
D/S Retain Wall Right U/S D/S Cut-off Wall Left U/S D/S Right U/S D/S Flooring:
Grouted Excav. Left Abutment Right Abutment
Handlaid Riprap:Excav. Struc. Backfill:
1.80 2.00 0.30 2.00 1.80 2.00 0.30
1.40 1.40 0.30 1.40 1.40 1.40 0.30
1.90 1.90 0.25 2.10 1.75 1.75 0.50
12.00 5.00 14.00 5.00 12.00 5.00 14.00
36.48 16.15 1.05 17.85 33.60 14.88 2.10
0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 6.00 1.20 0.50 0.15
0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.50 0.15 0.40
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.70 1.00 2.00 3.00
5.00 12.00 5.00 6.00 5.00 12.00 5.00 8.00 14.00 14.00 14.00 14.00 Total
2.75 6.60 2.75 3.30 2.75 6.60 2.75 4.40 58.80 11.90 9.10 11.55 261.51
2.30 2.00
0.50 0.50 2.00
2.50 3.00 0.50
5.00 5.00 5.00 Total 5.00
17.50 15.00 5.00 37.50 24.00
8.00 Top,m.
Retaining Wall: Retain Wall Left
Retain Wall Right
Cut-off Wall
1.80 1.55 1.80 5.00 1.80 1.55 1.80 5.00 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50
0.60
Bottom,m. Height, m. Length,m. Volume, cu.m. 1.20 1.20 1.20 1.20 1.20 1.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20
1.70 1.70 1.70 0.60 1.70 1.70 1.70 0.20 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
5.00 12.00 5.00 14.00 5.00 12.00 5.00 14.00 5.00 12.00 5.00 6.00 5.00 12.00 5.00 8.00 Total
12.75 28.05 12.75 42.00 12.75 28.05 12.75 14.00 1.75 4.20 1.75 2.10 1.75 4.20 1.75 2.80 183.40
Intake Works: Excavation
Top,m. Bottom,m. Height, m. Length,m. Volume, cu.m. 1.10 1.10 0.40 20.00 8.80
138.26
31.90
123.25
Backfill
0.30 1.00 0.24
Concrete Volume
Division Box: Flooring CHB Footing
Length,m.
No. of CHB's Mortar/Plaster
0.20 1.00
0.28 20.00 0.20 5.00 0.24 20.00 1.80 1.34 0.12 0.80 0.92 0.12 Total Concrete Volume Top, m
Concrete Height, m. Width, m. Volume, cu.m. 0.30 Total -
(3.00) pcs. (0.02) Concrete Mortar Cement Sand Gravel
Reinforcing Bars Vertical Bar Horizontal Bar CHB Found.
1.40 1.00 1.15 0.29 (0.09) 1.35
Length,m.
Total -
Width, m. Height, m. No. of Pcs. Total Bar Length Total Bar nos. -
2.40
Weight, kgs. 214.90 381.44 187.26 214.90 381.44 137.98 147.85 166.06 147.85 166.06 385.39 378.29
250.51 199.34 250.51 199.34 35.79 31.97 47.33 42.62 25.17 21.13 33.57 41.40 28.42 15.15 322.88 337.44
660.32
8.33 4.88 4.00 5.19 22.40 3,749.88 381.80 Conc. Vol. Backfill
21.61
116.64
18.17
13.73
130.38
DETAILED ESTIMATES Supplement to Program of Work Name of Proposed Sub-Project: Diversion Works Structure Location: Barangay Aslum, Julita, Leyte Item No.
Work Description
Quantity
Unit
1.00
Coffer Dam
20
Linear Meter (Lm)
A 1 2 3
Material 1/2" X 4' X 8' Marine Plyboard 2" X 2" Coco Lumber (False work) Assorted Common Wire Nails
Quantity 7.50 180.00 12.00
Unit pcs. bd.ft. kgs.
Unit Cost
Unit Cost 835.00 9.50 50.00
Sub-Total B
C
Name & Capacity of Equipment None
Labor Derivation (Subsidiary Work Description) Hour/board foot Board foot per Linear meter Hour/Linear meter
Labor Requirement Skilled Laborer Unskilled Laborer
Number No. of Days
1,597.33 Cost 6,262.50 1,710.00 600.00
8,572.50
Rate/Day
Cost
Quantity Manpower Number of Number of Days to Required Capability Manpower Assigned Complete the Work 0.064 180.00 11.52
3.00
28.80
Number No. of Day 1.00 29.00 2.00 29.00
Rate/Day 350.00 228.00
Cost 10,150.00 13,224.00
20.00
Sub-Total
23,374.00
DETAILED ESTIMATES Supplement to Program of Work Name of Proposed Sub-Project: Diversion Works Structure Location: Barangay Aslum, Julita, Leyte Item No.
Work Description
2.00
Diversion of Water and Care of Creek
A 1
Material Diesel Fuel
Quantity
Unit
123.25 Quantity 8.00
Unit Cost
cu.m. Unit liters
50.45
Unit Cost 39.85
Total B
Name & Capacity of Equipment 4"Ø Water Pumps and accessories
Number No. of Day 1.00 17.00
Labor Derivation (Subsidiary Work Description) Dewatering/pumping ( cu.m./day)
Labor Requirement Water Pump Operator
318.80
318.80
Rate/Day 119.00
Total C
Cost
Cost 2,023.00
2,023.00
Quantity Manpower Number of Number of Days to Required Capability Manpower Assigned Complete the Work 123.25
7.25
1.00
17.00
Number No. of Days 1.00 17.00
Rate/Day 228.00
Cost 3,876.00
Total
3,876.00
DETAILED ESTIMATES Supplement to Program of Work Name of Proposed Sub-Project: Diversion Works Structure Location: Barangay Aslum, Julita, Leyte Item No. 3.10
Work Description
Quantity
Unit
Unit Cost
Excavation
261.51
A
Material None
Quantity
Unit
Unit Cost
Cost
B
Name & Capacity of Equipment None
Number
No. of Day
Rate/Day
Cost
C
Labor Derivation (Subsidiary Work Description) Cu.m./Man-day @ 0-4m throwing dist
Labor Requirement Skilled Laborer Unskilled Laborer
cubic meter (cu.m.)
68.37
Quantity Manpower Number of Manpower Number of Days to Required Capability Assigned Complete the Work 261.51
3.50
6.00
12.45
Number No. of Days 1.00 12.00 5.00 12.00
Rate/Day 350.00 228.00
Cost 4,200.00 13,680.00
Sub-Total
17,880.00
DETAILED ESTIMATES Supplement to Program of Work Name of Proposed Sub-Project: Diversion Works Structure Location: Barangay Aslum, Julita, Leyte Item No. 3.40 A 1 2 3 4 5 6
Work Description Concrete Class "A" (3000 psi) Material Portland Cement Fresh Sand Gravel (G1) 1/4" X 4' X 8' Ordinary Plywood Coco Lumber (False Work) Nails and Hardware
Quantity
Unit
83.88 Quantity 800.00 53.00 70.00 57.00 5,033.00 210.00
cubic meter (cu.m.) Unit bags cu.m. cu.m. pcs. bd.ft. kgs.
Unit Cost 195.00 350.00 725.00 385.00 10.50 52.50
Total B
Name & Capacity of Equipment Concrete Mixer (1 bagger)
Number No. of Day 1.00 24.00
Rate/Day 298.00
Total C
Unit Cost 4,255.66 Cost 156,000.00 18,550.00 50,750.00 21,945.00 52,846.50 11,025.00
311,116.50 Cost 7,152.00
7,152.00
Labor Derivation (Subsidiary Work Description) Concrete Works (cu.m./day)
Quantity Manpower Number of Manpower Number of Days to Required Capability Assigned Complete the Work 83.88 3.50 6.00 23.97
Labor Requirement Skilled Laborer Unskilled Laborer
Number No.of Days 2.00 24.00 4.00 24.00
Rate/Day 350.00 228.00
Total
Cost 16,800.00 21,888.00
38,688.00
DETAILED ESTIMATES Supplement to Program of Work Name of Proposed Sub-Project: Diversion Works Structure Location: Barangay Aslum, Julita, Leyte Item No.
Work Description
Quantity
Unit
3.50
Reinforcing Steel Bars
4,131.67
Kgs.
A 1 2 3 4
Material 12mm Ø X 20' Reinforcing Bars 10mm Ø X 20' Reinforcing Bars # 16 Tie Wire Hacksaw Blade
Quantity 704.00 103.00 124.00 6.00
Unit pcs. pcs. kgs. pcs.
Unit Cost 180.00 165.00 55.00 45.00
Total B
C
Name & Capacity of Equipment None
Number
No. of Day
Rate/Day
Unit Cost 43.77 Cost 126,720.00 16,995.00 6,820.00 270.00
150,805.00 Cost
Labor Derivation (Subsidiary Work Description) Cutting, Bending & Placing of RSB (kgs/day)
Quantity Manpower Number of Manpower Number of Days to Required Capability Assigned Complete the Work 4,131.67 80.00 2.00 51.65
Labor Requirement Skilled Laborer Unskilled Laborer
Number No. of Days 1.00 52.00 1.00 52.00
Rate/Day 350.00 228.00
Total
Cost 18,200.00 11,856.00
30,056.00
DETAILED ESTIMATES Supplement to Program of Work Name of Proposed Sub-Project: Location: Item No.
Work Description
Quantity
A
Material
Quantity
B
Name & Capacity of Equipment
C
Labor Derivation (Subsidiary Work Description)
Unit
Unit
Number No. of Day
Unit Cost
Rate/Day
Quantity Manpower Number of Manpower Required Capability Assigned
Labor Requirement
Number No. of Day
Rate/Day
Unit Cost
Cost
Cost
Number of Days to Complete the Work
Cost
DETAILED ESTIMATES Supplement to Program of Work Name of Proposed Sub-Project: Diversion Works Structure Location: Barangay Aslum, Julita, Leyte Item No.
Work Description
Quantity
3.60
Structural Backfill
130.38
A
Material None
B
Name & Capacity of Equipment None
C
Quantity
Unit
Unit Cost
cubic meter (cu.m.) Unit
Number No. of Day
78.70
Unit Cost
Cost
Rate/Day
Cost
Labor Derivation (Subsidiary Work Description) Backfilling & Tamping (cu.m./man-day)
Quantity Manpower Number of Manpower Number of Days to Required Capability Assigned Complete the Work 130.38 3.00 5.00 8.69
Labor Requirement Unskilled Laborer
Number No. of Day 5.00 9.00
Rate/Day 228.00
Cost 10,260.00
DETAILED ESTIMATES Supplement to Program of Work Name of Proposed Sub-Project: Diversion Works Structure Location: Barangay Aslum, Julita, Leyte Item No.
Work Description
4.10
Excavation (Handlaid Riprap)
A
Material None
Quantity
Unit
Unit Cost
Cost
B
Name & Capacity of Equipment None
Number
No. of Day
Rate/Day
Cost
C
Labor Derivation (Subsidiary Work Description) Cu.m./Man-day @ 0-4m throwing dist.
Labor Requirement Skilled Laborer Unskilled Laborer
Quantity
Unit
24.00
Unit Cost
cubic meter (cu.m.)
62.08
Quantity Manpower Number of Manpower Number of Days to Required Capability Assigned Complete the Work 24.00
3.50
6.00
Number No. of Days 1.00 1.00 5.00 1.00
Rate/Day 350.00 228.00
Sub-Total
1.14
Cost 350.00 1,140.00
1,490.00
DETAILED ESTIMATES Supplement to Program of Work Name of Proposed Sub-Project: Diversion Works Structure Location: Barangay Aslum, Julita, Leyte Item No.
Work Description
Quantity
4.30
Handlaid Riprap
16.00
A 1
Material Boulder (300mm-400mmØ)
Quantity 16.00
Unit
Unit cu.m.
Unit Cost
cubic meters (cu.m.)
1,036.25
Unit Cost 850.00
Cost 13,600.00
Total B
C
Name & Capacity of Equipment None
Labor Derivation (Subsidiary Work Description) Handlaid Riprap (cu.m./day)
Labor Requirement Skilled Laborer Unskilled Laborer
Number No. of Day
13,600.00
Rate/Day
Cost
Quantity Manpower Number of Manpower Required Capability Assigned 16.00
8.50
6.00
Number No. of Day 1.00 2.00 5.00 2.00
Rate/Day 350.00 228.00
Total
Number of Days to Complete the Work 1.88
Cost 700.00 2,280.00
2,980.00
DETAILED ESTIMATES Supplement to Program of Work Name of Proposed Sub-Project: Diversion Works Structure Location: Barangay Aslum, Julita, Leyte Item No.
Work Description
4.20
Gravel Bedding (Handlaid)
A 1
Material Gravel (G1)
Quantity
Unit
8.00 Quantity 8.00
Unit cu.m.
Unit Cost
cubic meters (cu.m.)
953.00
Unit Cost 725.00
Cost 5,800.00
Total B
C
Name & Capacity of Equipment None
Labor Derivation (Subsidiary Work Description) Bedding (cu.m./hour)
Labor Requirement Unskilled Laborer
Number No. of Day
5,800.00
Rate/Day
Cost
Quantity Manpower Number of Manpower Number of Days to Required Capability Assigned Complete the Work 8.00
2.00
8.00
0.50
Number No. of Day 8.00 1.00
Rate/Day 228.00
Cost 1,824.00
Total
1,824.00
DETAILED ESTIMATES Supplement to Program of Work Name of Proposed Sub-Project: Diversion Works Structure Location: Barangay Aslum, Julita, Leyte Item No.
Work Description
Quantity
Unit
Unit Cost
1
Excavation (Grouted Riprap)
37.50
cubic meter (cu.m.)
79.47
A
Material None
Quantity
Unit
Unit Cost
Cost
B
Name & Capacity of Equipment None
Number
No. of Day
Rate/Day
Cost
C
Labor Derivation (Subsidiary Work Description) Cu.m./Man-day @ 0-4m throwing dist.
Labor Requirement Skilled Laborer Unskilled Laborer
Quantity Manpower Number of Number of Days to Required Capability Manpower Assigned Complete the Work 37.50
3.50
6.00
Number No. of Days 1.00 2.00 5.00 2.00
Rate/Day 350.00 228.00
Sub-Total
1.79
Cost 700.00 2,280.00
2,980.00
DETAILED ESTIMATES Supplement to Program of Work Name of Proposed Sub-Project: Diversion Works Structure Location: Barangay Aslum, Julita, Leyte Item No.
A 1 2 3 4
Work Description
Quantity
Unit
Unit Cost
Grouted Riprap
14.49
cubic meters (cu.m.)
2,280.25
Material Portland Cement Fresh Sand Gravel (G1) Boulder (200mm-350mmØ)
Quantity 61.00 5.00 1.00 14.00
Unit bags cu.m. cu.m. cu.m.
Unit Cost 195.00 350.00 725.00 850.00
Total B
C
Name & Capacity of Equipment None
Number No. of Day
Rate/Day
Cost 11,895.00 1,750.00 725.00 11,900.00
26,270.00 Cost
Labor Derivation (Subsidiary Work Description) Grouted Riprap (cu.m./day)
Quantity Manpower Number of Manpower Number of Days to Required Capability Assigned Complete the Work 14.49 7.50 13.00 1.93
Labor Requirement Foreman Skilled Laborer Unskilled Laborer
Number No. of Day 1.00 2.00 2.00 2.00 10.00 2.00
Rate/Day 400.00 350.00 228.00
Total
Cost 800.00 1,400.00 4,560.00
6,760.00
DETAILED ESTIMATES Supplement to Program of Work Name of Proposed Sub-Project: Diversion Works Structure Location: Barangay Aslum, Julita, Leyte Item No.
Work Description
3.20
Boulder Fill
A 1
Material Boulder (200mm-400mmØ)
Quantity
Unit
42.50 Quantity 43.00
Unit cu.m.
Unit Cost
cubic meters (cu.m.)
1,035.29
Unit Cost 850.00
Cost 36,550.00
Total B
C
Name & Capacity of Equipment None
Labor Derivation (Subsidiary Work Description) Handlaid Riprap (cu.m./day)
Labor Requirement Skilled Laborer Unskilled Laborer
Number No. of Day
36,550.00
Rate/Day
Cost
Quantity Manpower Number of Manpower Number of Days to Required Capability Assigned Complete the Work 43.00
8.50
6.00
5.06
Number No. of Day 1.00 5.00 5.00 5.00
Rate/Day 350.00 228.00
Cost 1,750.00 5,700.00
Total
7,450.00
DETAILED ESTIMATES Supplement to Program of Work Name of Proposed Sub-Project: Diversion Works Structure Location: Barangay Aslum, Julita, Leyte Item No.
Work Description
3.30
Gravel Bedding (Boulder Fill)
A 1
Material Gravel (G1)
Quantity
Unit
17.00 Quantity 17.00
cubic meters (cu.m.) Unit cu.m.
Unit Cost 725.00
Total B
C
Name & Capacity of Equipment None
Number No. of Day
Rate/Day
Labor Derivation (Subsidiary Work Description) Bedding (cu.m./hour)
Quantity Manpower Number of Manpower Required Capability Assigned 17.00 2.00 8.00
Labor Requirement Unskilled Laborer
Number No. of Day 8.00 1.00
Rate/Day 228.00
Total
Unit Cost 832.29 Cost 12,325.00
12,325.00 Cost
Number of Days to Complete the Work 1.06
Cost 1,824.00
1,824.00
DETAILED ESTIMATES Supplement to Program of Work Name of Proposed Sub-Project: Diversion Works Structure Location: Barangay Aslum, Julita, Leyte Item No.
Work Description Concrete Class "A" (3000 psi)
A 1 2 3 4 5 6
Material Portland Cement Fresh Sand Gravel (G1) 1/4" X 4' X 8' Ordinary Plywood Coco Lumber (False Work) Nails and Hardware
Quantity
Unit
Unit Cost
1.35
cubic meter (cu.m.)
4,262.00
Quantity 13.00 1.00 1.00 1.00 81.00 3.00
Unit bags cu.m. cu.m. pcs. bd.ft. kgs.
Unit Cost 195.00 350.00 725.00 385.00 10.50 52.50
Total B
Name & Capacity of Equipment Concrete Mixer (1 bagger)
Number No. of Day 1.00 0.40
Rate/Day 298.00
Total C
Cost 2,535.00 350.00 725.00 385.00 850.50 157.50
5,003.00 Cost 119.20
119.20
Labor Derivation (Subsidiary Work Description) Concrete Works (cu.m./day)
Quantity Manpower Number of Manpower Number of Days to Required Capability Assigned Complete the Work 1.35 3.50 6.00 0.39
Labor Requirement Skilled Laborer Unskilled Laborer
Number No.of Days 2.00 0.40 4.00 0.40
Rate/Day 350.00 228.00
Cost 280.00 364.80
Total
644.80
DETAILED ESTIMATES Supplement to Program of Work Name of Proposed Sub-Project: Diversion Works Structure Location: Barangay Aslum, Julita, Leyte Item No.
Work Description
Quantity
Unit
1
Excavation (Intake)
8.80
cubic meter (cu.m.)
A
Material None
Quantity
B
Name & Capacity of Equipment None
C
Unit
Number No. of Day
Unit Cost
Rate/Day
Labor Derivation Quantity Manpower Number of Manpower (Subsidiary Work Required Capability Assigned Description) Cu.m./Man-day @ 0-4m throwing dist. 8.80 3.50 6.00
Labor Requirement Skilled Laborer Unskilled Laborer
Number No. of Days 1.00 0.40 5.00 0.40
Rate/Day 350.00 228.00
Sub-Total
Unit Cost 67.73 Cost
Cost
Number of Days to Complete the Work 0.42
Cost 140.00 456.00
596.00
DETAILED ESTIMATES Supplement to Program of Work Name of Proposed Sub-Project: Diversion Works Structure Location: Barangay Aslum, Julita, Leyte Item No.
Work Description
Quantity
Unit
Unit Cost
Structural Backfill
2.40
cubic meter (cu.m.)
95.00
A
Material None
Quantity
Unit Cost
Cost
B
Name & Capacity of Equipment None
Rate/Day
Cost
C
Unit
Number No. of Day
Labor Derivation Quantity Manpower Number of Manpower Number of Days to (Subsidiary Work Required Capability Assigned Complete the Work Description) Backfilling & Tamping (cu.m./man-day) 2.40 3.00 5.00 0.16
Labor Requirement Unskilled Laborer
Number No. of Day 5.00 0.20
Rate/Day 228.00
Cost 228.00
DETAILED ESTIMATES Supplement to Program of Work Name of Proposed Sub-Project: Diversion Works Structure Location: Barangay Aslum, Julita, Leyte Item No.
A 1 2 3
Work Description
Quantity
Unit
Reinforcing Steel Bars (12mmØ)
682.72
Kgs.
Material 12mm Ø X 20' Reinforcing Bars # 16 Tie Wire Hacksaw Blade
Quantity 128.00 20.00 6.00
Unit pcs. kgs. pcs.
Unit Cost 180.00 55.00 45.00
Total B
C
Name & Capacity of Equipment None
Number No. of Day
Rate/Day
Labor Derivation Quantity Manpower Number of Manpower (Subsidiary Work Required Capability Assigned Description) Cutting, Bending & Placing of RSB 682.72 80.00 2.00 (kgs/day)
Labor Requirement Skilled Laborer Unskilled Laborer
Number No. of Days 1.00 9.00 1.00 9.00
Rate/Day 350.00 228.00
Total
Unit Cost 43.37 Cost 23,040.00 1,100.00 270.00
24,410.00 Cost
Number of Days to Complete the Work 8.53
Cost 3,150.00 2,052.00
5,202.00
DETAILED ESTIMATES Supplement to Program of Work Name of Proposed Sub-Project: Diversion Works Structure Location: Barangay Aslum, Julita, Leyte Item No.
A
B
C
Work Description
Quantity
Unit
Unit Cost
Trash Trap
1
LS
1,867.50
Material ¼" X 1½" X 20' Angle Bar 10mmØ X 20' RSB Welding Rod
Name & Capacity of Equipment None
Quantity 1.00 5.00 0.50
Unit pcs. pcs. kgs.
Number No. of Day
Unit Cost 650.00 165.00 85.00
Cost 650.00 825.00 42.50
Total
1,517.50
Rate/Day
Cost
Labor Derivation Quantity Manpower Number of Manpower Number of Days to (Subsidiary Work Required Capability Assigned Complete the Work Description) Trash Fabrication (days per trap) 1.00 1.00 1.00 1.00
Labor Requirement Welder
Number No. of Day 1.00 1.00
Rate/Day 350.00
Total
Cost 350.00
350.00
DETAILED ESTIMATES Supplement to Program of Work Name of Proposed Sub-Project: Location: Item No.
Work Description
Quantity
A
Material
Quantity
B
Name & Capacity of Equipment
C
Labor Derivation (Subsidiary Work Description)
Unit
Unit
Number No. of Day
Unit Cost
Rate/Day
Quantity Manpower Number of Manpower Required Capability Assigned
Labor Requirement
Number No. of Day
Rate/Day
Unit Cost
Cost
Cost
Number of Days to Complete the Work
Cost
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