Kerala Water Authority Tender
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Costs
EMD
₹ 21,900Document Cost
₹ 2,800Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_KWA_457107_1Bid Award Id
ViewTender No
41/2021-22/EE/PHD/ALVTender Authority
Kerala Water Authority ViewPurchaser Address
-Website
http://etenders.kerala.gov.in
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Documents
General conditions of E Tendering Process
BOQ Items
Part I I Working charge
-
-
-
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
762.5
-
360.94
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)
5
-
2045.17
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)
807
-
555.51
Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.
22.5
-
110.71
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
-
28.01
Conveying and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. but excluding cost of pipes and fittings - External work. 80 mm dia nominal bore Data derived from item no.18.12.8 of DAR
Data for 10 m
18
-
208.61
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."
1614
-
87.05
Supplying 80mm GI bend of best quality as per direction of departmental officers, only of required for the specified work.
8
-
532.9
Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Hand Wheel PN 1.0, Size 80mm.
4
-
3094.15
"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
4
-
587.99
supplaying and fixing 90 mm pvc tale piece
8
-
522.79
Supplying 90 mm PVC T/C
4
-
65.04
Interconnecting the newly laid pipe line with the existing pipe of size up to 90 mm including cost of supply of all specials, earth work excavation in all classes of soil etc complete as per directions departmental officers.
10
-
1593.27
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)
20.4
-
7990.86
Laying old cement concrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (Old CC paver blocks shall be supplied by the department free of cost.)
16.5
-
381.62
Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.
6
-
1011.57
Supplying 90 mm PVC End cap
10
-
64.29
Supplying 90x90 PVC bend
10
-
128.06
Supplying 90mm PVC Tee of best quality as per direction of departmental officers, only of required for the specified work.
3
-
131.25
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