Jnmc Heritage

BUILDING DEPARTMENT ALIGARH MUSLIM UNIVERSITY ALIGARH DETAILED ESTIMATE UNDER HERITAGE J.N.MEDCAL COLLEGE SUMMARY S.NO.

PARTICULARS

AMOUNT IN LACS

1 RETERRACING OF COLLEGE BUILDINGS

55.10

2 RETERRACING OF 0PD & RADIOLOGY

24.85

3 RETERRACING OF 150 BEDED WARD

32.95

4 RESTORATION OF 150 BEDED WARD TOTAL

141.06 253.96

SAY Rs. 253.96 LACS

University Engineer

Assistant Engineer

Junior Engineer

BUILDING DEPARTMENT ALIGARH MUSLIM UNIVERSITY DETAILED ESTIMATE ALIGARH RENOVATION OF TOILETS(07 NOS) INCLUDING FLOORING AND GLAZED TILES IN OPERATION THEATRE COMPLEX UNDER UPGRADATION J.N.MEDCAL COLLEGE BASED ON DSR-2002 S.No.

PARTICULARS Providing and fixing water closet squatting pan (Indian type W.C. pan) with 100 mm. Sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern with manually controlled device (handle lever conforming to is 7231), parryware / Hindware/ Seabird/ Orient (Coral) with all fittings and fixtures complete including cutting and making good the walls and floors wherever required: White Vitreous china Orissa pattern W.C. pan of size 580x440 mm (Item No. 19.1.2.P-192) Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern with manually controlled device (handle lever), conforming to IS: 7231 ,Parryware /Hindware / Seabird/Orient (Coral) with all fittings and fixtures complete including cutting and making good the walls and floors wherever required: W.C. pan with ISI marked white solid plastic seat and lid (Item No. 19.2.2 P/192) W.C. pan with ISI marked black solid plastic seat and lid (Item No. 19.2.3 P/192)

QTY.

UNIT

RATE

0 Nos.

1767.45

0 Nos.

1613

0 Nos.

1566.35

AMOUNT

3

BUILDING DEPARTMENT ALIGARH MUSLIM UNIVERSITY ALIGARH DETAILED ESTIMATE UNDER HERITAGE RETERRACING OF COLLEGE BUILDINGS J.N.MEDCAL COLLEGE (BASED ON DELHI SCHEDULE OF RATES - 2002) Pathology,& Community Medicine-Area=2350 sqm. Dermatology,Forensic Medicine & Padiatrics-Area=1250 sqm. Library & Surgery Deptt.-Area=750 sqm. Corridore from Hadi hasan hall to Dome & Dome to Orthopadic-Area=825 sqm. LT-01,02 & 03 and Toilets Block 02 nos.-Area=805 Sqm. S.No. PARTICULARS 1 Demolishing brick tile covering in terracing including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. (Item No. 15.26 P/169 2 Demolishing mud phaska in terracing and disposal of material within 50 metres lead (Item No. 15.27 P/169) 3 Carriage of meterials by mechanical transport including loading unloading and stacking up to 3 km Brick Tiels (Item No.1.1.3 (6/P-62) 4 Carriage of meterials by mechanical transport including loading unloading and stacking up to 3 kmLime, building rubbish. (Item No.1.1.1A.i-6 /P62) 5 Demolishing lime concrete and disposal material within 50 mtr. Lead(15.1/P-167)

QTY.

UNIT

RATE

AMOUNT

5980.00 sqm

10.90

65182.00

598.00 cum

90.65

54208.70

146510.00 Nos

per 1000 56.27

8244.00

1196.00 cum

35.17

42063.32

84.45

50501.10

6700.00 sqm

5.40

36180.00

213.00 sqm

52.00

11076.00

3350.00 sqm

60.60

203010.00

5980.00 sqm

73.90

441922.00

3350.00 sqm

78.15

261802.50

of 598.00

6 Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. (Item no. 15.56/P172) 7 12 mm cement plaster of mix :1:4 (1 cement : 4 coarse sand) (Item No. 13.11.2/ P-147). 8 15mm cement plaster on rough side of single or half brick wall of mix: 1:4 (1 cement : 4 coarse sand ) (Item No.13.12.2 /P-147) 9 20 mm cement plaster of mix: 1:4 (1 cement : 4 coarse sand ) (Item No.13.13.2/ P-147) 10 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1cement 5 coarse sand ) and a top layer 6 mm thick cement plaster 1:3 (1 cement: 3 coarse sand) finished rough with sponge. (Item No. 13.20/P- 148

4

11 Painting top of roofs with bitumen of approved quality at 17 kg per 10 sqm impregnated with a coat of coarse sand at 60 cudm per 10 sqm including cleaning the slab surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil complete. With residual type petroleum bitumen of penetration 80/100 (Item No. 12.29.1/P 138)

12 Providing and laying LDP film of 400 mcrons over tarrace by jointing adhesive with 150 mm over lacs and tucked in the parapet upto hight of 150mm complete. 13 10 cm. Thick (average) mud phaska of damped brick earth on roofs laid to slope consolidated and plastered with 25 mm thick mud mortar mixed with bhusa at 35 kg per cum of earth and gobri leaping with mix 1:1 (1 clay: 1 cow dung) and covered with flat tile bricks of class designation 100 grouted with cement mortar 1:3 (1 cement :3 fine sand) mixed with 2% of integral water proofing compound by weight of cement and finished neat: With F.P.S. brick tiles (Item No. 12.30.1/P 138) 14 Providing gola 75x75mm in cement concrete 1:2:4 (1 cement : 2 coarse sand: 4 stone aggregate 10mm and down gauge) including finishing with cement mortar 1:3 (1 cement :3 fine sand) as per standard design: In 75x75mm deep chase (Item No. 12.38.1/P 139)

5980.00 sqm

31.85

190463.00

5980.00 sqm

15.20

90896.00

5980.00 sqm

147.20

880256.00

metr e

43.00

88580.00

165.00 Nos.

68.50

11302.50

metr e

271.15

492137.25

1010.00 Nos

21.85

22068.50

2060.00 15 Making khurras 45x45cm with average minimum thickness of 5cm cement concrete 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregated of 20 mm nominal size) over P.V.C. sheet 1mx 1mx400 micron, finished with 12mm cement plaster 1:3 (1 cement: 3 coarse sand) and a coat of neat cement rounding the edges and making and finishing the outlet complete. (Item No. 12.39/P 139)

16 Providing and fixing soil, waste and vent pipes:100 mm dia. Sand cast iron S & S pipe (Item No. 19.48.1.1/P 198)

1815.00

17 Providing and filling the joints with spun yarn cement slurry and cement mortar 1:2 (1 cement : 2 fine sand) in S.C.I./C.I. pipes:100 mm dia pipe. (Item No. 19.48A.3/P-198)

5

18 Providing and fixing M.S. holde-bat clamps of approved design to Sand Cast iron/cast iron (spun) pipe embedded in and including cement concrete blocks 10 x 10 x 10 cm of 1:2:4 mix (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) including cost of cutting holes and making good the walls etc:For 100 mm dia. Pipe (Item No. 19.49.1 P/198)

19 Providing and fixing plain bend of required degree:100 mm Sand cast iron S & S (Item No. 19.51.1.1/P198)

1010.00 Nos.

44.35

44793.50

165.00 Nos.

120.70

19915.50

2351.35

42324.30

28.00 sqm

106.40

2979.20

1850.00 kg.

21.85

40422.50

1674.65

48564.85 3148892.72 157444.64

20 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts, etc. up to floor five level excluding cost of centring, shuttering, finishing and reinforcement:

1:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size) (Item No.5.2.2/P-79)

18.00 cum

21 Centring and shuttering including strutting, propping etc and removal of form for: Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. (Item No. 5. 14.2/P 80) 22 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete: Thermo-Mechanical Treated bars. (Item No. 5.29.7/ P-83) 23 Brick work with selected F.P.S. bricks of class designation 75 in exposed brick work including making horizontal and vertical grooves 10 mm wide 12 mm deep complete in super structure above plinth level and upto floor v leve in cement mortar 1:6 (1 cement : 6 coarse sand). (Item No. 6.42/P-89+6.45/P-90)

29.00 cum Add Contingencies @ 5 % Add Likely Complition Rs.31,27,861.06

University Engineer

Cost

@

70

% 2204224.90 5510562.26 55.10 Say Rs. 55.10 Lacs

Assistant Engineer

Junior Engineer

BUILDING DEPARTMENT ALIGARH MUSLIM UNIVERSITY DETAILED ESTIMATE ALIGARH UNDER HERITAGE RETERRACING OF 0PD & RADIOLOGY J.N.MEDCAL COLLEGE (BASED ON DELHI SCHEDULE OF RATES - 2002) Area = 2780 sqm. S.No. PARTICULARS 1 Demolishing brick tile covering in terracing including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. (Item No. 15.26 P/169 2 Demolishing mud phaska in terracing and disposal of material within 50 metres lead (Item No. 15.27 P/169) 3 Carriage of meterials by mechanical transport including loading unloading and stacking up to 3 km Brick Tiels (Item No.1.1.3 (6/P-62) 4 Carriage of meterials by mechanical transport including loading unloading and stacking up to 3 kmLime, building rubbish. (Item No.1.1.1A.i-6 /P62) 5 Demolishing lime concrete and disposal material within 50 mtr. Lead(15.1/P-167)

QTY.

UNIT

RATE

AMOUNT

2780.00 sqm

10.90

30302.00

278.00 cum

90.65

25200.70

68000.00 Nos

per 1000 56.27

3826.36

556.00 cum

35.17

19554.52

278.00

84.45

23477.10

2700.00 sqm

5.40

14580.00

213.00 sqm

52.00

11076.00

sqm

60.60

81810.00

2780.00 sqm

73.90

205442.00

1350.00 sqm

78.15

105502.50

of

6 Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. (Item no. 15.56/P172) 7 12 mm cement plaster of mix :1:4 (1 cement : 4 coarse sand) (Item No. 13.11.2/ P-147). 8 15mm cement plaster on rough side of single or half brick wall of mix: 1:4 (1 cement : 4 coarse sand ) (Item No.13.12.2 /P-147) 9 20 mm cement plaster of mix: 1:4 (1 cement : 4 coarse sand ) (Item No.13.13.2/ P-147)

1350.00

10 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1cement 5 coarse sand ) and a top layer 6 mm thick cement plaster 1:3 (1 cement: 3 coarse sand) finished rough with sponge. (Item No. 13.20/P- 148

11 Painting top of roofs with bitumen of approved quality at 17 kg per 10 sqm impregnated with a coat of coarse sand at 60 cudm per 10 sqm including cleaning the slab surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil complete. With residual type petroleum bitumen of penetration 80/100 (Item No. 12.29.1/P 138)

12 Providing and laying LDP film of 400 mcrons over tarrace by jointing adhesive with 150 mm over lacs and tucked in the parapet upto hight of 150mm complete.

2780.00 sqm

31.85

88543.00

2780.00 sqm

15.20

42256.00

2780.00 sqm

147.20

409216.00

metr e

43.00

31175.00

73.00 Nos.

68.50

5000.50

metr e

271.15

219631.50

13 10 cm. Thick (average) mud phaska of damped brick earth on roofs laid to slope consolidated and plastered with 25 mm thick mud mortar mixed with bhusa at 35 kg per cum of earth and gobri leaping with mix 1:1 (1 clay: 1 cow dung) and covered with flat tile bricks of class designation 100 grouted with cement mortar 1:3 (1 cement :3 fine sand) mixed with 2% of integral water proofing compound by weight of cement and finished neat: With F.P.S. brick tiles (Item No. 12.30.1/P 138)

14 Providing gola 75x75mm in cement concrete 1:2:4 (1 cement : 2 coarse sand: 4 stone aggregate 10mm and down gauge) including finishing with cement mortar 1:3 (1 cement :3 fine sand) as per standard design: In 75x75mm deep chase (Item No. 12.38.1/P 139) 725.00 15 Making khurras 45x45cm with average minimum thickness of 5cm cement concrete 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregated of 20 mm nominal size) over P.V.C. sheet 1mx 1mx400 micron, finished with 12mm cement plaster 1:3 (1 cement: 3 coarse sand) and a coat of neat cement rounding the edges and making and finishing the outlet complete. (Item No. 12.39/P 139)

16 Providing and fixing soil, waste and vent pipes:100 mm dia. Sand cast iron S & S pipe (Item No. 19.48.1.1/P 198)

810.00

17 Providing and filling the joints with spun yarn cement slurry and cement mortar 1:2 (1 cement : 2 fine sand) in S.C.I./C.I. pipes:100 mm dia pipe. (Item No. 19.48A.3/P-198)

450.00 Nos

21.85

9832.50

450.00 Nos.

44.35

19957.50

73.00 Nos.

120.70

8811.10

2351.35

28216.20

106.40

2340.80

21.85

14202.50

1674.65

20095.80

18 Providing and fixing M.S. holde-bat clamps of approved design to Sand Cast iron/cast iron (spun) pipe embedded in and including cement concrete blocks 10 x 10 x 10 cm of 1:2:4 mix (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) including cost of cutting holes and making good the walls etc:For 100 mm dia. Pipe (Item No. 19.49.1 P/198)

19 Providing and fixing plain bend of required degree:100 mm Sand cast iron S & S (Item No. 19.51.1.1/P198) 20 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts, etc. up to floor five level excluding cost of centring, shuttering, finishing and reinforcement:

1:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size) (Item No.5.2.2/P-79)

12.00 cum

21 Centring and shuttering including strutting, propping etc and removal of form for: Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. (Item No. 5. 14.2/P 80) 22.00 sqm 22 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete: Thermo-Mechanical 5.29.7/ P-83)

Treated

bars.

(Item

No. 650.00 kg.

23 Brick work with selected F.P.S. bricks of class designation 75 in exposed brick work including making horizontal and vertical grooves 10 mm wide 12 mm deep complete in super structure above plinth level and upto floor v leve in cement mortar 1:6 (1 cement : 6 coarse sand). (Item No. 6.42/P-89+6.45/P-90) 12.00 cum

Add Contingencies @ 5 % Add Likely Complition Rs.31,27,861.06

University Engineer

1420049.58 71002.48 Cost

@

70

% 994034.71 2485086.77 24.85 Say Rs. 24.85 Lacs

Assistant Engineer

Junior Engineer

BUILDING DEPARTMENT ALIGARH MUSLIM UNIVERSITY DETAILED ESTIMATE ALIGARH UNDER HERITAGE RETERRACING OF 150 BEDED WARD J.N.MEDCAL COLLEGE (BASED ON DELHI SCHEDULE OF RATES - 2002) Area = 4150 sqm. S.No. PARTICULARS 1 Demolishing brick tile covering in terracing including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. (Item No. 15.26 P/169 2 Demolishing mud phaska in terracing and disposal of material within 50 metres lead (Item No. 15.27 P/169) 3 Carriage of meterials by mechanical transport including loading unloading and stacking up to 3 km Brick Tiels (Item No.1.1.3 (6/P-62) 4 Carriage of meterials by mechanical transport including loading unloading and stacking up to 3 kmLime, building rubbish. (Item No.1.1.1A.i-6 /P62) 5 Demolishing lime concrete and disposal material within 50 mtr. Lead(15.1/P-167)

QTY.

UNIT

RATE

AMOUNT

4150.00 sqm

10.90

45235.00

415.00 cum

90.65

37619.75

101100.00 Nos

per 1000 56.27

5688.89

830.00 cum

35.17

29191.10

415.00

84.45

35046.75

1250.00 sqm

5.40

6750.00

289.00 sqm

52.00

15028.00

sqm

60.60

75750.00

4150.00 sqm

73.90

306685.00

135.00 sqm

78.15

10550.25

of

6 Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. (Item no. 15.56/P172) 7 12 mm cement plaster of mix :1:4 (1 cement : 4 coarse sand) (Item No. 13.11.2/ P-147). 8 15mm cement plaster on rough side of single or half brick wall of mix: 1:4 (1 cement : 4 coarse sand ) (Item No.13.12.2 /P-147) 9 20 mm cement plaster of mix: 1:4 (1 cement : 4 coarse sand ) (Item No.13.13.2/ P-147)

1250.00

10 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1cement 5 coarse sand ) and a top layer 6 mm thick cement plaster 1:3 (1 cement: 3 coarse sand) finished rough with sponge. (Item No. 13.20/P- 148

11 Painting top of roofs with bitumen of approved quality at 17 kg per 10 sqm impregnated with a coat of coarse sand at 60 cudm per 10 sqm including cleaning the slab surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil complete. With residual type petroleum bitumen of penetration 80/100 (Item No. 12.29.1/P 138)

12 Providing and laying LDP film of 400 mcrons over tarrace by jointing adhesive with 150 mm over lacs and tucked in the parapet upto hight of 150mm complete.

4150.00 sqm

31.85

132177.50

4150.00 sqm

15.20

63080.00

4150.00 sqm

147.20

610880.00

metr e

43.00

37625.00

110.00 Nos.

68.50

7535.00

metr e

271.15

328091.50

13 10 cm. Thick (average) mud phaska of damped brick earth on roofs laid to slope consolidated and plastered with 25 mm thick mud mortar mixed with bhusa at 35 kg per cum of earth and gobri leaping with mix 1:1 (1 clay: 1 cow dung) and covered with flat tile bricks of class designation 100 grouted with cement mortar 1:3 (1 cement :3 fine sand) mixed with 2% of integral water proofing compound by weight of cement and finished neat: With F.P.S. brick tiles (Item No. 12.30.1/P 138)

14 Providing gola 75x75mm in cement concrete 1:2:4 (1 cement : 2 coarse sand: 4 stone aggregate 10mm and down gauge) including finishing with cement mortar 1:3 (1 cement :3 fine sand) as per standard design: In 75x75mm deep chase (Item No. 12.38.1/P 139) 875.00 15 Making khurras 45x45cm with average minimum thickness of 5cm cement concrete 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregated of 20 mm nominal size) over P.V.C. sheet 1mx 1mx400 micron, finished with 12mm cement plaster 1:3 (1 cement: 3 coarse sand) and a coat of neat cement rounding the edges and making and finishing the outlet complete. (Item No. 12.39/P 139)

16 Providing and fixing soil, waste and vent pipes:100 mm dia. Sand cast iron S & S pipe (Item No. 19.48.1.1/P 198)

1210.00

17 Providing and filling the joints with spun yarn cement slurry and cement mortar 1:2 (1 cement : 2 fine sand) in S.C.I./C.I. pipes:100 mm dia pipe. (Item No. 19.48A.3/P-198)

675.00 Nos

21.85

14748.75

675.00 Nos.

44.35

29936.25

220.00 Nos.

120.70

26554.00

2351.35

28216.20

22.00 sqm

106.40

2340.80

650.00 kg.

21.85

14202.50

1674.65

20095.80

18 Providing and fixing M.S. holde-bat clamps of approved design to Sand Cast iron/cast iron (spun) pipe embedded in and including cement concrete blocks 10 x 10 x 10 cm of 1:2:4 mix (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) including cost of cutting holes and making good the walls etc:For 100 mm dia. Pipe (Item No. 19.49.1 P/198)

19 Providing and fixing plain bend of required degree:100 mm Sand cast iron S & S (Item No. 19.51.1.1/P198) 20 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts, etc. up to floor five level excluding cost of centring, shuttering, finishing and reinforcement:

1:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size) (Item No.5.2.2/P-79)

12.00 cum

21 Centring and shuttering including strutting, propping etc and removal of form for: Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. (Item No. 5. 14.2/P 80) 22 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete: Thermo-Mechanical 5.29.7/ P-83)

Treated

bars.

(Item

No.

23 Brick work with selected F.P.S. bricks of class designation 75 in exposed brick work including making horizontal and vertical grooves 10 mm wide 12 mm deep complete in super structure above plinth level and upto floor v leve in cement mortar 1:6 (1 cement : 6 coarse sand). (Item No. 6.42/P-89+6.45/P-90) 12.00 cum

Add Contingencies @ 5 % Add Likely Complition Rs.31,27,861.06

University Engineer

1883028.04 94151.40 Cost

@

70

% 1318119.63 3295299.07 32.95 Say Rs. 32.95 Lacs

Assistant Engineer

Junior Engineer

BUILDING DEPARTMENT ALIGARH MUSLIM UNIVERSITY DETAILED ESTIMATE ALIGARH UNDER HERITAGE RENOVATION OF 150 BEDED WARD J.N.MEDCAL COLLEGE (BASED ON DELHI SCHEDULE OF RATES - 2002) S.No. PARTICULARS 1 Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. (Item no. 15.56/P172)

QTY. UNIT

7250.00 sqm

RATE

AMOUNT

5.40

39150.00

2 Demolishing cement concrete including disposal of material within 50 metres lead: 1:4:8 or richer mix (Item no. 15.2.2/P-167) 3 Demolishing brick work including stacking of serviceable material and disposal of unserviceable material within 50 mteres lead:

5.00 cum

149.15

745.75

In cement mortar (Item No. 15.7.4/P 167) 4 Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. (Item no. 13.74 /P-164)

56.00 cum

204.25

11438.00

8500.00 sqm

2.10

17850.00

19600.00 Nos

per 1000 93.78

1838.08

5.00 cum

1048.90

5244.50

5.00 cum

2351.35

11756.75

5 Carriage of meterials by mechanical transport including loading unloading and stacking up to 3 km Brick (Item No.1.1.2 (6/P-62) 6 Providing and laying cement concrete of specified grade for all works upto plinth level; 1:5:10 (1 cement: 5 fine sand: 10 graded Brick Aggregate 40 mm nominal size (4.5.11 – 0293 + 0287/P-4) including 1% water Charges and 10% contractor profit.) (Item No.4.5.11/P-76) 7 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts, etc. up to floor five level excluding cost of centring, shuttering, finishing and reinforcement:

1:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size) (Item No.5.2.2/P-79)

8 Centring and shuttering including strutting, propping etc and removal of form for: Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. (Item No. 5. 14.2/P 80) 22.00 sqm

106.40

2340.80

650.00 kg.

21.85

14202.50

5.00 cum

1590.90

7954.50

35.00 sqm

196.85

6889.75

35.00 sqm

23.65

827.75

1674.65

13397.20

2597.80

116901.00

9 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete: Thermo-Mechanical 5.29.7/ P-83)

Treated

bars.

(Item

No.

10 Brick work of class designation 75 in superstructure above plinth level upto floor v level: Cement mortar 1:6 (1 cement: 6 coarse sand) (Item No. 6.1.14+ 6.3 /P 85) 11 Half bricks masonry with FPS bricks of class designation 75 in superstructure above plinth level upto floor V level: Cement mortar 1:4 (1cement: 4 coarse sand). (Item No. 6.18.4 /P-86). 12 Extra for providing and placing in position 2 nos. 6mm dia. MS bars at every third course of half brick masonry (with FPS bricks) (Item No. 6.20A / P 87) 13 Brick work with selected F.P.S. bricks of class designation 75 in exposed brick work including making horizontal and vertical grooves 10 mm wide 12 mm deep complete in super structure above plinth level and upto floor v leve in cement mortar 1:6 (1 cement : 6 coarse sand). (Item No. 6.42/P-89+6.45/P-90) 8.00 cum 14 Providing and fixing 18 mm thick mirror polished, machine cut for kitchen platforms, vanity counters facias and similar location of required size of approved shade, colour and texture laid over 20 mm thick base cement mortar : 1:4 (1 cement : 4 coarse sand) with joints treated with white cement , mixed with matching pigment, epoxy touch ups, including rubbing, curing etc., completer at all levels:

Granite black 1.0 sqm. But upto 2.0 sqm.(Item No. 8.2.6 P-98)

45.00 sqm

15 Extra for providing edge moulding to 18 mm thick marble stone counters, Vanities etc. over item No. 8.2 including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-charge: Granite work (Item No. 8.3.2 P-98)

75.00 mtr.

88.90

6667.50

75.00 mtr.

73.60

5520.00

90.00 Sqm 1682.45

151420.50

16 Extra for fixing marble/Granite stone over and above coresponding basic item. In facia and drops of width 150 mm with epoxy resin based (Araldite or equivalent) adhesive including cleaning etc. complete (Item no.8.4/P-99) 17 12 mm thick prelaminated (with particle board decorative lamination on both sides) grade-1, medium density flat pressed, three layer particle board FPT-I (like Novapan, Ecoboard, etc.,) or graded wood particle board FPT-I (like Bhutan Board) IS : 3087 bonded with BWP type synthetic resin adhesive as per IS: 848 and prelamination conforming to IS: 12823 Grade 1, Type -II .35 mm thick Shutters (Item no.9.4A.2.1/P-101

18 Providing and fixing aluminium sliding door bolts (250 x 16 mm) ISI marked anosised (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour or shade with nuts and screws etc. complete:

(a) 300x16 mm (Item No. 9.218.1 P/115) (b) 250x16 mm (Item No. 9.218.2 P/115) 19 Providing and fixing aluminium tower bolts ISI marked anodized (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour or shade with necessary screws etc. complete:

80.00 nos. 100.00 nos.

90.70 86.25

7256.00 8625.00

(a) 250 x 10 mm (Item No. 9.219.2 /P-116) (b) 200 x 10 mm (Item No. 9.219.3 /P-116) (c) 150 x 10 mm (Item No. 9.219.4 /P-116) (d) 100 x 10 mm (Item No. 9.219.5 /P-116) 20 Providing and fixing aluminium handles ISI marked anodized (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour or shade with necessary screws etc. complete:

30.00 nos. 60.00 nos. 365.00 nos. 432.00 nos.

40.45 35.10 29.25 22.25

1213.50 2106.00 10676.25 9612.00

(a) 125 mm (Item No. 9.222.1 P/116) (b) 100 mm (Item No. 9.222.2 P/116) 21 Providing and fixing aluminum hanging floor door stopper ISI maked anodized (anodic coating not less than grade AC 10 as per IS: 1868)

360.00 nos. 612.00 nos.

33.05 23.00

11898.00 14076.00

21 Providing and fixing aluminum hanging floor door stopper ISI maked anodized (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour and shade with necessary screws etc. complete: Twin rubber stopper (item No. 9.223.2P-116) 22 Providing and fixing aluminium casement stays ISI marked anodized (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour or shade with necessary screws etc. complete. (Item No. 9.224 P/116)

90.00 nos.

46.60

4194.00

612.00 nos.

37.95

23225.40

45.00 sqm

493.10

22189.50

35.00 sqm

503.00

17605.00

125.00 sqm

21.65

2706.25

40.00 sqm

4.50

180.00

5780.00 sqm

65.00

375700.00

23 Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement mortar 1:4 (1 Cement: 4 coarse sand): 25 mm thick (Item No. 11.48.1/ P130) 24 Kota stone slabs 25 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 Cement: 3 Coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete. (Item No. 11.49./P-131) 25 Extra for nosing in steps and treads of Kota stone slab. (Item No. 11.58 P/132) 26 Extra for Kota stone/sand stone flooring in steps and treads not exceeding 30 cm in width. (Item No. 11.59 P/132) 27 Granite polishing over marble chips flooring/kota stone flooring including grinding and rubbing complete 28 Providing and Laying colored vetrified Tiles 10 to 12 mm Thick in dado and skirting over 12 mm cement plaster in cement mortar 1:3 (1 Cement: 3 Coarse sand) and jointing with white cement with pigment to match the shade 4540.00 cum

1329.43 6035609.10

29 Providing and fixing anodized aluminum work for doors, windows, ventilators and partitions with extruded built up standard tubular and other sections of approved make conforming to is and anodized transparent or dyed to required shade AC fixed with rawi plugs and screws or with fixing clips or with expansion old fastners including necessary filling up to gaps at junctions, at top, bottom and sides with required PVC neoprene felt etc. Aluminium sections shall be smooth sust free straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing/ paneling, C.P. brass stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge (Glazing and paneling to be paid for separately):

(a) For fixed portion (Item no.24.1.1 P-243 (b) For shutters of doors, windows & ventilators including providing and fixing hinges pivots and making provision for fixing of fittings wherever required including the cost of PVC neoprene gasket required (Fittings shall be paid for separately.) (Item No. 24.1.2.P243)

1530.00 kgs.

188.20

287946.00

4250.00 kgs.

198.50

843625.00

895.00 sqm

525.75

470546.25

895.00 sqm

525.75

470546.25

30 Providing and fixing glazing in alumunium door, window, ventilator shutters and partitions etc. with PVC/ neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-In- Charge (Cost of aluminuim snap beading shall be paid in basic item:

with glass panes of 5.50 mm thickness (weight not less than 13.75kg/sqm). (Item No. 24.3.2 P243) 31 Providing and fixing fly proof galvanised M.S wire gause in alumunium door, window, ventilator shutters and partitions etc. using galvanised M.S wire gause with average width of aperture 1.4 mm in both direction with wire of dia. 0.63 mm: with aluminum snap beading etc. complete as per the architectural drawings and the directions of engineer-In- Charge (Cost of aluminuim snap beading shall be paid in basic item:

32 Providing and applying plaster of paris putty of 2mm thickness over plastered surface to prepare the surface even and smooth complete. (Item No.13.40A/P-149) 33 12 mm cement plaster of mix :1:4 (1 cement : 4 coarse sand) (Item No. 13.11.2/ P-147). 34 15mm cement plaster on rough side of single or half brick wall of mix: 1:4 (1 cement : 4 coarse sand ) (Item No.13.12.2 /P-147)

8500.00 Sqm

33.90

288150.00

450.00 sqm

52.00

23400.00

2350.00 sqm

60.60

142410.00

75.00 sqm

78.15

5861.25

2750.00 sqm

30.80

84700.00

5750.00 sqm

29.70

170775.00

10483.00 sqm

40.85

428230.55

225.00 Sqm

51.80

11655.00

35 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1cement 5 coarse sand ) and a top layer 6 mm thick cement plaster 1:3 (1 cement: 3 coarse sand) finished rough with sponge. (Item No. 13.20/P- 148

36 Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade. (Item No. 13.92.1 P/152) 37 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade. New work (two or more coats) over and including priming coat with cement primer. (Item No. 13.77.2/P152 38 Finishing walls with Acrylic Smooth exterior paint “Trump” of M/s Snowcem India Ltd. Or equivalent of required shade: New work (Two or more coat applied @ 1.67 lte/10 sqm over and including base coat of water proofing cement paint snowcem plus or equivalent applied @ 2.2 kg./10 sqm) (Item No. 13.79B.1/P.153) 39 French spirit polishing: Two or more coats on new works including a coat of wood fille. (Item No.13.101.1/P-156) 40

41

Providing and fixing MS hollows section pipe 1"x3" of 16 gauge as guide rail including cutting jointing, fixing. including appliying a coat of approval steel primer complete. (M.R.)

2250.00 kgs

55.95

125887.50

Providinga and fixing anodised aluminium angle of 25x25mm with rawl plugs and screws on adges minimum weight of angle 7.5 Kg. Per 10mter. (M.R.)

335.00 kgs

284.50

95307.50

42 Supplying laying and setting in position high strength inter locking precast cement concrete block pavers of NITCO or equivalent of approved design pattern and shade over and including 25mm thick bed of fine sand including compaction with plate vibrator, filling joints with sand, levelling, cutting wherever required complete as per drawing and direction of Engineer in charge - M-35 grade 80mm thick paver block 250.00 sqm.

645.49

161372.50

(a) 10 cm drain 20 cm average depth- with F.P.S. bricks. (Item No. 21.35.1.2/P-235)

65.00 mtr

184.55

11995.75

(b) 15 cm drain 20 cm average depth- with F.P.S. bricks. (Item No. 21.35.2.2/ P-236)

85.00 mtr

195.20

16592.00

(c) 25 cm drain 30 cm average depth- with F.P.S. bricks. (Item No. 21.35.3.2/ P-236)

105.00 mtr

267.20

28056.00 10628073.13 531403.66

43 Constructing brick masonry open surface drain with bricks of class designation 75 in cement mortar 1:4 (1 cement : 4 fine sand) including earth excavation, 10 cm thick bed concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal : size) and 25 mm thick cement concrete 1:2:4 (1 cement : 2 fine sand :4 graded stone aggregate 12.5 mm nominal size) for filling haunches including 12 mm cement plaster 1:4 (1 cement : 4 fine coarse sand) with a floating coat of neat cement inside the drain, its top and exposed side including disposal of surplus earth complete as per standard design:

Add Contingencies @ 5 % Add Likely Complition Cost @ 70 % on DSR based items only i.e on Rs.10628073.136418176.60=4209896.53

University Engineer

Assistant Engineer

2946927.57 14106404.36 141.06 Say Rs. 141.06

Junior Engineer

BUILDING DEPARTMENT ALIGARH MUSLIM UNIVERSITY DETAILED ESTIMATE ALIGARH UNDER HERITAGE FACE LIFTING J.N.MEDCAL COLLEGE (BASED ON DELHI SCHEDULE OF RATES - 2002) S.No. PARTICULARS 1 Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. (Item no. 13.74 /P-164)

QTY.

UNIT

RATE

AMOUNT

13286.00 sqm

2.10

27900.60

980.00 sqm

329.50

322910.00

12860.00 sqm

40.85

525331.00

13286.00 sqm

30.50

405223.00

14232.00 sqm

16.70

237674.40

1356.00 sqm

77.15

104615.40

1640.00 cum

32.20

52808.00

2 Renewing glass panes, with putty and nails wherever necessary: Glass panes weighing 10 Kg/sqm (Item no. 14.5.2/P-157) 3 Finishing walls with Acrylic Smooth exterior paint “Trump” of M/s Snowcem India Ltd. Or equivalent of required shade: (a) New work (Two or more coat applied @ 1.67 lte/10 sqm over and including base coat of water proofing cement paint snowcem plus or equivalent applied @ 2.2 kg./10 sqm) (Item No. 13.79B.1/P.153) (b) Old work (Two or more coat applied @ 1.67 ltr/10 sqm) on existing cement paint surface) (Item No. 13.79B.2/P153) 4 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: one or more coats on old work. (Item No.13.94.2/P-165) 5 Repairs to plaster of thickness 12 mm in patches of area 2.5 s.q. metres and under including cutting the patch in proper shape an preparing and plastering the surface of the walls complete including disposal of rubbish to the dumping ground within 50 metres lead: With cement mortar 1:4 (1 cement :4 coarse sand) (Item No. 14.1.2/P-157) 6 Pointing on bricks work with cement mortar 1:3 ( 1 cement : 3 fine sand): Ruled pointing (Item No. 13.56.2/P-151)

7 Providing and fixing fly proof galvanisd M.S wire gauze to windows and clerestory windows using galvanized M.S. wire gage with average width of aperture 1.4 mm in both direction with wire of dia 0.63 mm: With 2nd class teak wood beading.62x19mm (Item No. 9.85.1 /P-109) Add Contingencies @ 3 % Add Likely Complition Rs.31,27,861.06

University Engineer

Cost

@

70

980.00 sqm

349.55

342559.00 2019021.40 100951.07 2119972.47

% 1413314.98 3533287.45 Say Rs. 35.33 Lacs

Assistant Engineer

Junior Engineer