Ground Water Department Tender

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Ground Water Department - GWD Tender

Works
Eprocure
Opening Date19 Sep 2019
Closing Date27 Sep 2019
Tender AmountRefer Documents 
Notes
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Costs

Description

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BOQ Items

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

264

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Development of Tubewell by high discharge submersible pump.

80

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Supply and installation of 160 mm medium well PVC casing pipe (plain) confirming IS 12818-1992.

180

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Supply and installation of 160 mm PVC ribbed screen superior quality confirming IS 12818-1992.

60

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Supply and installation of 6” size PVC specials like MS clamp, Well cap, MS Coupler etc.

4

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Supply and installation of 150 mm dia B class MS pipe.

4

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Supply and installation of 150 mm dia MS air vent.

4

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Supply and filling of Pea-gravel in tube well.

32

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Construction of Recharge Tanks of Size 4.00 mt x 2.00 mt x 2.50 mt Construction of Filter Tanks of Size 2.00 mt x 2.00 mt x 2.50 mt.

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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).

210

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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).

12.6

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Class 150 brick work in 1:3 cement coarse sand mortar in foundation and plinth including MS ladder etc. complete wok with all material, labour and T&P as required (PWD SI. 307).

55.04

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40 mm CC flooring 1:2:4 with stone aggregate of 12.5 mm 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 (PWD SI. 605).

48

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20 mm 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.

232.4

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MS work in RCC slab including bending, binding and cutting for proper completion of work (PWD SI. 504).

7.4

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RCC work in 1:2:4 cement, coarse sand and 20 mm stone grit in slab etc. complete work with all material, labour and T&P required (PWD SI. 284).

10.68

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Cartage of excavated earth 15 km away from the site including its loading and unloading.

320

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Back filling of excavated earth in trenches, plinth, side of foundations and consolidating it by ramming and watering complete job (PWD SI-251*4.12).

40

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

46

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Supply and laying nylon mesh.

100

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Supply and filling of 40 mm boulders into filter tank.

4.8

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Supply and filling of Pea-Gravel of size 1.2 mm to 4.6 mm into filter tank.

8

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Supply and filling of coarse sand into filter tank.

4.8

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

8

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MS Ladder

8

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Pipe Line Work

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Supply and laying of PVC pipe conforming IS 4985-2000 with all required tee, coupler, elbow, reducer etc. with proper gradient and alignment in trench.

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110 mm 6 Kgf. Pressure PVC Pipe.

180

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140 mm 6 Kgf. Pressure PVC Pipe.

280

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160 mm 6 Kgf. Pressure PVC Pipe.

240

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200 mm 6 Kgf. Pressure PVC Pipe.

120

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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.

35

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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.

25

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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.

40

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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.

30

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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

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Fixing of broken down 4" PVC pipe 6 kg sqm

580

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Painting of Recharge and Filter tanks and all chambers.

1

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Making and fixing of MS Angle iron board of size 4'X3' with writing of given matter with fixing

2

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Construction of Piezometer of 50 mt. Depth

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Transportation of DC/DTH Rig Machine including cost of all labour etc. complete.

1

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Drilling of 200 mm bore well by DC Rig Machine including cost of labour, carriage etc. required for proper completion of work (for alluvial regions).

55

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Water supply charges for drilling.

1

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

41

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Providing of 100 mm dia CS/CM Ribbed Screen (confirming IS:12818) assembly.

9

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Lowering of 100 mm dia PVC Assembly including cost of labour etc. required for proper completion of work.

50

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

1.33

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Providing and fixing 100 mm dia PVC end cap.

1

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Development of bore well by 3 HP submersible pump.

10

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Tentage charges

1

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Proving and fixing MS pipe of 150 mm dia (confirming IS:1239)

1.2

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Providing and fixing MS Clamp for holding MS Pipe.

1

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Providing anf fixing 200 mm X 200 mm square MS plate including 4 no. fastener set.

1

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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).

2.25

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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).

0.34

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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 work. 0.80 m X 0.80 m X 1.2 m = 0.768 cum 0.60 m X 0.60 m X 0.15 m = 0.054 cum

0.82

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Fabrication of security system as per design.

1

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Fabrication and supply of angle iron sign board of frame size 1.20 x 0.90 x 1.95 m with cross strips and beading of size 30 x 4 mm welded on frame size 10 x 40 x 5 mm frame and M.S. sheet of 18 gauge as per drawing and design including all labour and material etc. required.

1

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Painting of Angle Iron Sign Board with double coated primer and enamel paint of black colour on frame both sides and sky blue on M.S. sheet both sides.

1

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Writing on angle iron sign board both sides of given matter with Post Office Red colour Flourescent paint as per drawing and design.

1

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Fixing of sign board legs on cement concrete block of size 0.30 x 0.30 x 0.60 m in ratio 1:3:6 as per drawing and design including all labour and material.

2

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Carriage charges of sign board from site to site of Piezometer.

1

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Installation of DWLR

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Providing and installing of Digital Water Level Recorder.

1

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