Ground Water Department Tender

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Ground Water Department - GWD Tender

Works
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date25 Oct 2024
Closing Date6 Nov 2024
Tender AmountRefer Documents 
Notes
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Costs

Summary

Construction Of Roof Top Rain Water Harvesting

Description

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BOQ Items

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DO_NOT_SHOW

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Drilling of 350 mm dia bore from ground level to 66 mts. Below ground level in alluvium and sand strata.

110

850

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Development of Tubewell by high discharge submersible pump

40

700

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Supply and Installation of 160 mm medium well PVC casing pipe (plain) confirming IS12818-1992

74

1320

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Supply and Installation of 160 mm medium well PVC ribbed screen superior quality confirming IS12818-1992

30

1595

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Supply and Installation of 6" size PVS special like MS clamp, Well cap, MS Coupler etc.

2

10000

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Supply and Installation of 150 mm dia B Class MS Pipe

2

2000

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Supply and Installation of 150 mm dia B Class MS Air Vent

2

1050

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Supply and filling of Pea-gravel in tube well.

8.36

6300

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Construction of Recharge Tanks of Size 4.0 M x 2.0 M x 2.50 M t. & Construction of Filter Tanks of Size 2.0 M x 2.0 M x 2.50 M

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-

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Earth work in excavation in trenches for foundation in ordinary and lift up to 1.5 Mt. and lead up to 50Mt.

113.02

130

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Providing and laying cement concrete 1:4:8 cement, fine sand and brick ballast 40mm size in foundation and flooring with ramming and dressing etc. complete work with all material, labour T&P as required

6.9

3800

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Class 150 brick work in 1:3 cement coarse sand mortar in foundation and plinth including MS ladder etc. complete work with all material, labour and T&P as required

28.4

5385

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40 mm CC flooring 1:2:4 with stone aggregate of 12.5mm and below by laid over base concrete finished with floating coat of neat cement complete work with all material, labour and T&P as required

24

420

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20mm thick plaster in 1:3 cement coarse sand mortar finished with floating coat of neat cement etc. complete work with all material, labour and T&P as required

117.8

190

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MS work in RCC slab including bending, binding, and cutting for proper completion of work.

3.7

7560

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MS work in RCC slab including bending, binding, and cutting for proper completion of work.

2

7560

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RCC work in 1:2:4 cement, coarse sand and 20mm stone grit in slab etc. complete work with all material, labour and T&P required.

5.34

7700

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Cartage of excavated earth 15 Km away from the site including its loading and Unloading.

180

317

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Back filling of excavated earth in trenches, plinth, side of foundations and consolidating it by ramming and watering complete job.

20

60

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Supply and laying 80mm PVC slotted pipe into filter tank.

27.08

690

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Supply and laying nylon mesh.

50

60

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Supply and filling 40mm boulders into filter tank.

3

4800

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Supply and filling of pea-gravel of size 1.2 mm to 4.6 mm into filter tank.

10

6300

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Supply and filling of coarse sand into filter tank.

3

3800

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Supply loose bricks at top in filter tank

300

9

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Making provision of overflow system complete in all respect including cost of all materials.

4

3000

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MS Ladder

4

4000

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Pipe Line Work Supply and laying of PVC pipe conforming IS4985- 2000 with all required tee, coupler, elbow, reducer etc, with proper gradient and alignment in trench.

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Supply and installation of down pipe.

110

600

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110 mm 6Kgf. Pressure PVC Pipe.

191

600

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160 mm 6Kgf. Pressure PVC Pipe.

150

754

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200 mm 6Kgf. Pressure PVC Pipe.

95

900

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Construction of 900x900x900 mm size inlet. Chamber with class 150 brick work 1:3 cement mortar with RCC slab on top.

4

10690

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Construction of 750x750x750 mm size inlet. Chamber with class 150 brick work 1:3 cement mortar with RCC slab on top.

15

7587

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Construction of 600x600x600 mm size inlet. Chamber with class 150 brick work 1:3 cement mortar with RCC slab on top.

20

5928

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Construction of 450x450x450 mm size inlet. Chamber with class 150 brick work 1:3 cement mortar with RCC slab on top.

25

4928

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Miscellaneous Works

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Road/Floor cutting for pipeline laying and its repairing after completion of work and repairing of damaged roof and installation of jali at down pipes top and other minor repairs etc.

1

150000

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Construction of roof boundry with class 150 brick work

1

25000

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Painting of Recharge and Filter tanks and all chambers ( 2 No.)

2

10000

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Making and fixing of MS Angle Iron board of size 4'x3' with writing of given matter. (2 No)

2

10000

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Preparation and submission of Basic Data Report with all specifications, drawings and Layout including Geo-tagged Coloured photographs.

1

4100

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Provision of first rain drain off arrangement including all labour material

1

35000

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Construction of Piezometer

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Shifting/transportation of trolley mounted DC/DTH Rig Machine with its accessories such as drill rods etc. up to site.

1

4000

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Water Supply Charges for drilling work.

1

3000

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Drilling of 200 mm Bore Well by DC Rig Machine including cost of labour equipment etc. for proper completion of work.

45

550

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Providing of 100 mm dia CM/CM Casing Pipe (confirming IS :12818) assembly :

36

600

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Providing of 100 mm dia PVC Ribbed Casing Pipe (confirming IS :12818) assembly :

6

695

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Lowering of 100 mm dia CM/CM Casing Pipe (confirming IS :12818) assembly

42

55

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Providing and fixing 100 mm dia threaded PVC end cap. (1 No for each well)

1

400

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Providing and fixing M.S. Pipe of 150mm dia. (confirming IS : 1239)

1.2

1800

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Providing and fixing 150 mm dia M.S. Clamp (1 Set for each well)

1

1200

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Providing and fixing 200mmx200mm square MS plate including 04 No. Fastener set.

1

1800

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Providing and filling of Pea-Gravel of size 2 mm to 4 mm dia from Lalkuan quarry into bore well.

1.13

6300

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Development of bore well by 3 HP Compressor. (10 Hrs for each well)

10

500

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Earth work in excavation in trenches for foundation in ordinary soil lift up to 1.5 Mt and lead up to 50 Mt (PWD SI. 251) 1.5mx1.5mx1.0m = 2.25 cum (2.25 Cum for each well)

2.25

130

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Providing and laying cement concrete 1:4:8 cement, fine sand and brick ballast 40mm size in foundation and flooring with ramming and dressing etc. complete work with all material, labour T&P as required (PWD SI. 275). 1.5mx1.5x0.15m = 0.3375 cum

0.34

4200

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Providing and laying cement concrete 1:2:4 (1 cement, 2 coarse sand : 4 graded stone ballast 20 mm nominal size) including supply of all materials, labour and T&P etc. required for proper completion of the work (PWD SI. 279(b)). 0.8mx0.8mx1.2m = 0.768 cum 0.60 m x 0.60 m x 0.15m = 0.054 (0.822 Cum for each well)

0.82

6850

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Fabrication of Security System as per design. (1 Job for each well)

1

6500

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Fabrication and supply of angle iron sign board of frame size 1.20x0.90x1.95 with cross strips and beading of size 30x4mm welded on frame size 10x40x5 mm frame and M.S. sheet of 18 gauge as per drawing and design including all labour and material, etc. reqd. (1 No for each well)

1

4500

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Fixing of sign board legs on cement concrete block of size 0.30x0.30x0.60m in ratio 1:3:6 as per drawing and design including all labour and material (2 Per Leg for each well)

2

480

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Painting of angle iron sign board with double coat primer and enamel paint of black colour on frame both side and sky blue on M.S. sheet both side (1 Job for each well)

1

900

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Writing on angle iron sign board both sides of given matter with Post office Red colour Fluorescent paint as per drawing and design. (1 Job for each well)

1

1200

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Loading/Unloading & transportation of material, T&P including all labour etc.complete work

1

2000

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Tentage charges

1

1500

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Reduce level survey work & fixing of latitude & longitude including all labour T&P etc.

1

3500

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