Kerala Water Authority Tender

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Kerala Water Authority - KWA Tender

Works
Civil And Construction
Pipe Line Project
Eprocure
Opening Date4 Feb 2022
Closing Date19 Feb 2022
Tender Amount₹ 2,69,002 
This is an estimated amount, exact amount may vary.
Notes
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Costs

Summary

Deposit Work -2021-22 - Thrikkunnapuzha Grama Panchayat

Description

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BOQ Items

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DO_NOT_SHOW

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Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered).Depth not exceeding 1.5m

10

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159.65

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Bailing out water with 5 HP engine and pumpset including conveyance to the site, errection, dismantling and taking back of engine and pump, cost of fuel lubricating oil and other stores pay of staff etc. complete. NEW DATA (Prepared based on PHED SDB - Item No.1070

67.14

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38.57

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Laying UPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipe line to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipe line with water to the required test pressure (excluding cost of pipes and specials). 90 mm nominal outer dia pipes."

200

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90.86

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"Laying HDPE pipes (IS : 4984)on land portion including conveying within initial lead and aligning the pipes, electro-fusion welding using automatic or semi automatic electrofusion machines, testing the pipe line thus fabricated to suit the hydrulic working pressure and after testing , aligning the pipeline, lowering the pipe in position into the trenches already made, testing the line to suitable pressure with potable water before back filling and leveling the trenches including all labour charge, hire for appliances etc. complete but excluding cost of pipe and fittings. 90 mm OD HDPE pipe"

14

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97.37

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"Laying HDPE pipes (IS : 4984)on under water including conveying within initial lead and aligning the pipes, electro-fusion welding using automatic or semi automatic electrofusion machines, testing the pipe line thus fabricated to suit the hydrulic working pressure and after testing , aligning the pipeline, lowering the pipe in position under water, testing the line to suitable pressure with potable water including all labour charge, hire for appliances,country boat etc. complete but excluding cost of pipe and fittings. r|n 90 mm OD HDPE pipe"

126

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128.81

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Supplying precast reinforced cement concrete in mouldings in cylindrical shapes suitable for 90 mm OD HDPE pipe having inner diameter 150 mm and outer diameter 270 mm and 400 mm long using C C 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size), providing reinforcement using TMT steel bars, watering and curing the blocks, conveying and inserting the precast moulding in to the pipe while laying pipes in under water and ensuring pipes to be rest in bottom surface of river etc complete including cost and conveyance of all materials, hire charges of mold, watering and curing charges etc:complete but excluding laying charges of HDPE pipe as per the direction of engineer in charge.etc complete

124

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623.15

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Interconnecting the newly laid 90 mm HDPE pipe line to the existing 63 mm PVC line by cutting the 63 mm PVC line diametrically,the cut being diametrically perpendicular to the axis of the pipe and smoothening the cut ends and inserting the 63x90mm PVC Tee , 63mm PVC pipe . 63mm CIR joint supplied by the contractor and placing in position.jointing with solvent cement and testing to the required test pressure including cost of materials supplied,labour charges and hire for tools etc. complete.

3

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1494.85

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Jointing the newly laid 90mm HDEP line to the existing 75mm /63mm PVC line by inserting the 90mm CIR joint, 90X75mm / 90X63mm PVC Reducer supplied by the contractor and placing in position , jointing with solvent cement and testing to the required test pressure including cost of all specials,all labour charges etc complete as per direction of departmental officers.

1

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1058.3

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Jointng the newly laid 90mm PVC line to the existing 63mm PVC line by cutting the existing line diametrically, and smoothening the cut ends and inserting the 90x 63mm PVC reducer supplied by the contractor and placing in position , jointing with solvent cement and testing to the required test pressure including cost of all specials,all labour charges etc complete as per direction of departmental officers.

1

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184.24

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Supplying 90 mm PVC Tee (6kg/cm2)

1

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116.15

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Supplying 90mm PVC end cap(6 Kg/cm2)

1

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77.29

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Conveying carefully precast street fountain( KWA pattern) from the stacked site within initial lead placing in correct position after doing necessary earth work and levelling including all incidental expenses but excluding pipe connection. "(Ref. Technical Circular Vol.III) "

1

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1412.61

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Constructing semi- circular street fountain of approved size 110x75x85cm(vide order No.KWA/PMU/AE2/112/87 of MD,TVM dtd 30.5.1995) in RCC with(nominal size) broken stone and 6mm MS rod for foundation,post,kerb,platform(kerb 160x8x6cm,platform 12cm thick,post 85x15x10cm with pot rest of size 23x23x6cm,PCC 1:2:4) and haunch on both sides of post fixed over 20mm metal concrete base 1:4:8 120cmx110cmx15cm size plastered with CM 1:3, 9mm thick with neat flushing coat including cost and conveyance of cement,MS rod ,boxing,earth work excavation and back filling etc. complete.(Cement 83.35 Kg,MS rod 6mm 6Kg)

1

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4112.08

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Supplying 25 mm ASTM pipe schedule 80 at site

6

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93.65

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Supplying good quality 25mm ASTM Elbow Schedule 80

4

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43.86

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Supplying 25 mm ASTM FTA Schedule 80

3

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30.97

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Supplying good quality 20mm ASTM ball valve Schedule 80

1

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84.7

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Providing and fixing brass stop cock of approved quality :20 mm nominal bore

1

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401.1

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Providing 20 mm dia. self closing taps best quality as per I.S.S.(excluding cost of tap) "(Ref No. 543 of PHED Data Book Vol. I.) "

1

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147.55

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Supply of PVC Tap

1

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75.15

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Taking/Tapping 20mm PVC. connection from the various water mains by boring the main, fitting the suitable size PVC saddle piece with nut and bolt, 20mm UPVC MTA 80 SCH, (supplied by the contractor) including cost and conveyance of saddle piece, nut and bolt,labour for fitting and hire for tools etc. complete.

1

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465.6

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APPENDIX B :- COST OF MATERIALS

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Supply of PE Pipe, PE100, PN10, 90mm dia, conforming to IS 4984/2016.

140

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267.15

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Supply of uPVC Pipe, IS 4985: 2000 , 6kg/cm2, 90mm Dia.

200

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202.3



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