Kerala Water Authority Tender

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Kerala Water Authority - KWA Tender

Works
Pipes and Pipe Related Activities
Eprocure
Opening Date22 Dec 2021
Closing Date28 Dec 2021
Tender Amount₹ 7,72,489 
This is an estimated amount, exact amount may vary.
Notes
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Costs

Description

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BOQ Items

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Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : All kinds of soil (Ref. Item No. 2.10.1 of DSR)

547

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555.51

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Fencing one side of trenches, 1.50 m height with two rows of 10 cm plastic caution tape in vertical casuarina pole (girth 15cm to 24cm) fixed at 2 m intervals. (Data Prepared based on PWD SDB - Item No.1009)

700

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28.01

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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). 75 mm nominal outer dia pipes.

1091

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87.05

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Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work65 mm dia nominal bore

42

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842.83

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Supplying RCC street fountain post by using cement concrete 1:2:4 using 20 mm metal with platform of size 60 x 20 x 15 cm kerb around of size 30 x 20 x 15 cm at the center and vertical post of size 15 x 10 x 70 cm thick including neat flushing coat reinforcement using 7.50 kg of 8 mm tor steel ( 5 x 5 for plate form and 4 nos for post with stirrup) including charges for conveyance all materials used for this work etc complete

6

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6524.6

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Making interconnections from the existing pipeline to the newly laid pipeline using equal Tee /Coupler and required joining materials including all labours etc complete as per the direction of dept: officers

3

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916.56

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Labour engaging fixing 125mm CI Sluice valve including charge of and all labour charges etc complete.but excluding cost of Valve and related materials.

1

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963.83

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Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :65 mm nominal bore

1

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1751.62

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"Conveying and fixing C.I. sluice valves (with cap) by providing complete with bolts, nuts, rubber insertions etc. excluding the cost of valve (the tail pieces if required will be paid separately) : 125 mm diameter. Class I" Data derived from item no.18.31.2.1 of DAR

1

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989.2

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Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 125mm.

1

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5249.35

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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

3.4

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7990.86

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Cost of Pipe & Specials

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-

-

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Supply of uPVC Pipe, IS 4985: 2000 , 8kg/cm2, 75mm Dia.

1091

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203.25

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75mm PVC (8kg) Female Adapter

8

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115

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Supply of 75mm (8kg) PVC Coupler

6

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110.34

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Average rate of 75mm(8kg) 90/45/22.50/11.25 degree bend

12

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141.7

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75mm (8kg) PVC Tee

4

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145

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75mm (8kg) PVC Adapter

6

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115

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75mm (10kg) PVC End cap

3

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140

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Supply of PVC Coupling 140mm, 8 kg/cm2

2

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185.85

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Supplying 140mm PVC (PN-16) Tail piece

2

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923.39

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Supply of 125 mm CID joint

2

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673.67

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Supplying, conveying and fixing 560mm dia. CI Man hole cover with frame(Heavy) weighing not less than 208kg in position as per direction.

1

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16745.71

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Construction of Valve Chamber-1 nos

-

-

-

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Dismantling manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in-Charge:Bituminous road

1.44

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360.94

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Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil

1.73

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296.94

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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

0.14

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7990.86

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Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.

6.16

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717.2

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Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelMild steel and Medium Tensile steel bars

77.71

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96.68

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Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

0.82

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8588.47

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12 mm cement plaster finished with a floating coat of neat cement of mix:

3.6

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386.36



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