Kerala Water Authority Tender

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Kerala Water Authority - KWA Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date4 Dec 2021
Closing Date10 Dec 2021
Tender Amount₹ 65,68,705 
This is an estimated amount, exact amount may vary.
Notes
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Costs

Summary

Deposit Work-under Pwd/krfb-kwa Utility Shiftingreach-i)

Description

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BOQ Items

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DO_NOT_SHOW

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Cost of supplying pvc specials @ 5% of pipe cost

778200

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0.05

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Providing and laying DI specialsmofK-12 suitable for push-on jointing as per IS 9523 upto 600 mm dia

20

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20121.56

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Supply of CI Air Valve, Conforming to IS 14848 - 2000, Double Orifice Type DS2, Size 50mm.

1

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2987.75

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Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 80mm.

6

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3131.05

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Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 300mm.

1

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21653.95

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Working charges

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Cutting the bituminous / concrete roads with cutting machine for a minimum depth of 200mm along the sides of proposed alignment of the pipe to be laid without causing any damage to other utilities, including the charges for hire and conveyance of tools and plant, cost of consumables and charges for lighting, watching, ribbon fencing, caution boards, traffice diversion, and as per the direction of departmental officers etc. complete, before carrying out the demolition of bituminous / concrete road by mechanical means and carrying out the excavation.

100

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30.44

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Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)

7.5

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2045.17

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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

50

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360.94

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Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil

80

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214.03

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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)

1960

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555.51

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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 : Hard Rock(Blasting Prohibited) (Ref. Item No. 2.13.3 0f DSR)

40

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1556.3

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Fencing 1.50m high with two rows of casuarina poles (girth 15cm to 24cm) tied with coir yarn on vertical casuarina pole (girth 15cm to 24cm) fixed at 1.5m intervals. NEW DATA (Prepared based on PWD SDB - Item No.1009

100

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96.33

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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)

1700

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28.01

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Conveying and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS: 8329 excluding cost of pipes and specials : 300 mm dia Ductile Iron Class K-9 Pipes Data derived from 18.72.19 in DAR

800

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205.15

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Providing and laying Double Flanged ( screwed / welded) Centrifugally (Spun) Cast Iron, Class B ( IS : 1536):

15

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8217.77

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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."

2400

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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 work80 mm dia nominal bore

50

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1019.84

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Conveying and fixing C I Single acting Air Valve of approved quality with bolts,nuts,rubber insertions etc . excluding the cost of air valve(the tail pieces if required will be paid seperately): 50 mm Double acting Air Valve Data derived from item no.18.59.1 of DAR

1

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219.59

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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) : 80 mm diameter. Class I" Observed Data derived from item no.18.31.of DAR

6

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587.99

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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) : 300 mm diameter. Class I" Data derived from item no.18.31.6.1 of DAR

1

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2594.45

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Providing and laying S & S C.I standard specials such as tees, bends, collars, tapers, caps etc. (Heavy class):

10

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6262.63

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Labour for cutting C.I. pipe with steel saw.300 mm diameter C.I. pipe

50

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643.44

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Providing push - on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket:300 mm dia pipe

160

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412.6

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Providing flanged joints to double flanged C.I./ D.I pipes and specials, including testing of joints:300 mm diameter pipe

10

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578.43

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Testing 300mm DI/CI pipeline with potable water to the required test pressure. 300 mm dia Observed Data derived from item no.1023 of PHED DATA

780

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55.59

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Alteration/Restoration of existing water supply connections/street fountains to the newly laid pipe lines.

50

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2910.46

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Interconnection of existing 160/140/110/90 mm PVC pipeline with 90/75/63/50 mm pvc pipeline including earthwork excavation for exposing the line, fencing, bailing out water, boring the line or supplying and fixing PVC tee, taking connection including supplying all necessary pipe and specials etc. complete

15

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2041.56

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Interconnection of newly laid 250/300 mm DI pipelines with existing 140/110/90 mm pvc pipeline using suitable size DI BF Tee, PVC Flanges and repair joints etc. complete (Cost and laying charges of Tee provided separately)

5

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6892.98

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Interconnection of newly laid 300 mm DI pipe with existing 300/250 mm AC pipeline using MS fabricated collor and flanges including cost of materials, fabrication charges, laying and jointing etc. complete.

1

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24490.54

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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)

5

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7990.86

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Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete

40

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335.31

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Construction of valve chamber of size 1.20x1.20x1.50 inside including conveying supplying and fixing CI manhole cover of dia 560 mm

1

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52559.82

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Construction of valve chamber of size 0.9x0.9x1.00 inside including conveying supplying and fixing CI manhole cover of dia 560 mm

3

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36378.44



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