Housing And Urban Development Department Tender

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Housing And Urban Development Department - HAUDD Tender

Works
Civil And Construction
Eprocure
Opening Date31 Dec 2024
Closing Date6 Jan 2025
Tender Amount₹ 3,33,66,000 
Notes
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Costs

Description

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BOQ Items

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DO_NOT_SHOW

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Demolishing R.C.C. work manually/by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge.

226.45

2516

569940.68

... More
Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed:25 meter beyond 1 m from cutting edge. All kinds of soil

4813.1

479

2306918.83

... More
Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil

379.22

256

97402.66

... More
Extra for every additional lift of 1.50 m part thereof in excavation / banking excavated or staked

105.8

89

9495.55

... More
Dismantling manually/ mechanically including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge: Water bound macadam road

759.95

156

118780.19

... More
Dismantling manually/ mechanically including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge: Bituminous road.

1374.95

305

420665.95

... More
Supplying and filling in plinth with fine sand under floors including, watering, ramming, consolidating and dressing complete.

221.4

1204

266598.81

... More
Supply and Staking at site

-

-

-

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Graded crushed stone aggregate of size 63 mm to 45 mm

57.24

1204

68925.55

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stone screening of size 13.2 mm nominal size

8.77

1204

10560.4

... More
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.

3364.13

218

734725.99

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Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:

-

-

-

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1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size)

189.38

4826

914042.57

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1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

619.18

6591

4081170.18

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1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size)

247.08

5733

1416657.89

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1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)

263

7275

1913390.75

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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more

7209

123

888148.8

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Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in :Cement mortar 1:4 ( 1 cement : 4 coarse sand)

320.48

7571

2426530.34

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12mm Cement plaster of mix: 1 : 4 ( 1 cement : 4 fine sand)

2149.25

283

609957.15

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Making connection to sewer lane

-

-

-

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Plumber

200

734

146800

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Labour

200

625

125000

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Providing and fixing on wall face un-plasticized Rigid PVC rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion. (i) Single socketed pipes 110 mm diametre

6150

366

2252745

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Providing and fixing on wall face un-plasticized - PVC moulded fittings/accessories for un plasticized Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion.

-

-

-

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Coupler 110 mm

1000

179

179000

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Bend 87.5° 110 mm bend

2000

183

366100

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110 mm dia S- Trap

1000

200

200000

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110 mm dia P- Trap

1000

200

200000

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Refixing of cement concrete tiles in cement concrete 1:3 mix.

-

-

-

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50% New Tile

1741.93

903

1574443.43

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50% Old Tile

746.13

388

290132.65

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Disposal of demolishing material 15 km and 150m head load

2623.91

718

1885725.4

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Centering and shuttering including strutting, propping etc. and removal of form for

-

-

-

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Edges of slabs and breaks in floors and walls Under 20 cm wide

2303

262

603846.6

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Foundations, footings, bases of columns etc. for mass concrete.

1402.5

286

401605.88

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Suspended floors, roofs, landings, balconies and access platforms.

592.6

718

425605.32

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Carriage of Sand and bajree avg 20km by MT including laoding and unloading complete

1670.37

409

684751.48

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Carriage of bricks avg 20km by MT including laoding and unloading complete

144.6

1093

158069.49

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Constructing brick masonry circular manhole 0.91 mm internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement :4coarse sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design : 19.9A.1 1.68 m deep with SFRC Cover and frame (heavy duty HD- 20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

50

11844

592207.5

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Constructing brick masonry circular manhole 1.22 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement :4coarse sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design : 19.9A.1 1.68 m deep with SFRC Cover and frame (heavy duty HD- 20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

10

22968

229682

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Constructing brick masonry road gully chamber of specified size with common burnt clay(non modular) bricks of class designation 7.5 in cement mortar 1:4 ( 1 cement : 4coarse sand) including precast R.C.C. horizontal grating with frame complete as per standard design: Chamber size 45x45x77.50 cm including precast R.C.C grating with frame 450x100 mm vertical grating.

500

6665

3332550

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Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete 150 mm dia pipe NP2

700

545

382130

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Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete 250 mm dia pipe NP2

100

746

74620

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Clearance of septic tank, man hole etc

496

2000

992000



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