Kerala Water Authority Tender
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Costs
EMD
₹ 50,000Document Cost
₹ 5,000Tender Fee
Refer Documents
Summary
Jal Jeevan Mission 2021-22 - Phase Ii - Rwss To Kulashekharapuram - Supplying And Laying 110 Mm Pvc Cl 3 Pipe To Replace Old And Damaged 100/ 80 Mm Ac Pipe, Interconnection Work And Shifting Of Existing House Connection At Puthiyacavu - Kattilkadavu
Description
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Contact
Tender Id
2022_KWA_474954_1Bid Award Id
ViewTender No
T No.73/2021-22/SE/QTender 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
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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
1200
-
367.73
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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
2640
-
302.53
... More
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)
4000
-
28.36
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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
391.65
-
37.64
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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
100
-
155.82
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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).
110 mm nominal outer dia pipes.
4000
-
130.68
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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.
50
-
112.79
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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.)
50
-
388.8
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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) :
100 mm diameter. Class I"
Data derived from item no.18.31.1.1of DAR
2
-
903.23
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Shifting existing 20mm (3/4 inch) house connection from existing PVC/ AC/ HDPE mains to newly laid PVC / HDPE mains up to 110 mm dia., up to a length of 5 m using 25 mm Indian Standard Class 6 uPVC pipe and PVC Elbow, MTA, couplers, PVC Service Saddle of suitable size etc. and connecting with the mains, testing the joints etc. complete including trenching and refilling in all kinds of soil for trench of average cross section 0.3m x 0.75m for laying connection pipe and service pipe, lighting, watching, providing caution boards, traffic control etc.brcomplete including cost of materials, hire for tools, cost of consumables and labour charges but excluding charges forbrcutting the concrete / tarred / bituminous roads etc, and as per the direction of the departmental officers.
200
-
1418.55
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Interconnection of newly laid 110 mm PVC (6kg/cm2) pipe line with existing 80/ 100/ 125/ 150 mm AC/ 110/ 140/ 160 mm PVC pipe line using PVC Tee of suitable size, including earthwork excavation in all class of soil for exposing the pipe line, cutting and removing a bit of pipe to insert the Tee, jointing with newly laid pipe line with suitable reducer, CIR/ CID joints etc complete with the help of solvent cement, necessary protection work including bailing out water, back filling the trenches and controlling the valve including cost of all the materials , labour charges and conveyance etc complete as per the direction of departmental officers.
15
-
2795.2
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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 )1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size)
2.5
-
8011.15
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Supply and fixing 150mm GI pipe medium.
50
-
4471.29
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Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External workbr100 mm dia nominal bore
50
-
2428.64
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Cost of Materials
-
-
-
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Supply of uPVC Pipes and specials IS 4985: 2000 , 6kg/cm2, 110mm Dia.
4000
-
300.55
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Supply of CI Plain End Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 100mm.
2
-
4599.4
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Supplying 110mmCIR/100mm CID joint
8
-
871.12
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Road Restoration Charges
-
-
-
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Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2
1560
-
106.16
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Driving down sand pile 200mm dia. 75mm c/c to approved lines and levels through various steel pipes with cc shoe at bottom after keeping the shoe
3621.8
-
525.2
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Construction of granular sub-base by providing graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. Grading-V- For sub base cum drainage layer - Mix in place Method
600
-
3728.41
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Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub/base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
480
-
3822.5
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