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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹40.4 LAccepted-AOC | ₹40.4 L | L1 | Accepted-AOC L1 |
| 2 | L2₹41.9 L+₹1.5 L (3.78%)Rejected-AOC | ₹41.9 L+₹1.5 L (3.78%) | L2 | Rejected-AOC L2 |
| 3 | L3₹47.2 L+₹6.8 L (16.8%)Rejected-Finance | ₹47.2 L+₹6.8 L (16.8%) | L3 | Rejected-Finance L3 Bidder |
| 4 | L4₹53.2 L+₹12.8 L (31.8%)Rejected-Finance | ₹53.2 L+₹12.8 L (31.8%) | L4 | Rejected-Finance L4 Bidder |
| 5 | L5₹63.5 L+₹23.1 L (57.2%)Rejected-Finance | ₹63.5 L+₹23.1 L (57.2%) | L5 | Rejected-Finance L5 Bidder |
Tender Value
₹45.3 L
EMD Value
₹50,000
Closing Date
14 Dec 2021, 5:00 pmClosed
Regional Project Director
Regional Project Director, Regional Project Management Unit, KRWSA, Bldg.No.TP3/253, Near AKG Hospital, Talap, Kannur-2
Jal Jeevan Mission (JJM) Providing Functional Household Tap Connections (FHTC) to Irikkur Grama Panchayath at Kannur District
2021_KRWSA_458849_1
KRWSA/JJM/KNR/IRKR/01/2020-21
Open Tender
Civil Works - Water Works
Item Rate
60 days
Irikkur Grama Panchayath
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,500
₹50,000
22 Feb 2022
7 Dec 2021
16 Dec 2021
7 Dec 2021
14 Dec 2021
7 Dec 2021
7 Dec 2021 - 13 Dec 2021
Amount
EXTENDABLE PROVIDING FHTC FROM EXISTING SYSTEM BY BY EXTENSION
100.60.1.1.2 : Providing 15mm (1/2 inch) house connection with 15mm (1/2 inch) water meter from existing PVC / HDPE mains up to 110 mm dia., up to a length of 5 m using 20mm Indian Standard Class 6 uPVC pipe and uPVC / GM / Brass specials viz. brass ferrule, GM full way wheel valve, Elbow, MTA, FTA, 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 up to a depth of 1.50m for main line tracing and trench of average cross section 0.3m x 0.75m for laying connection pipe and service pipe, fixing water meter, lighting, watching, providing caution boards, traffic control etc. complete including cost of materials, hire for tools, cost of consumables and labour charges, including the cost of tested Class B Multijet water meter with ISI mark and weather resistant PP / PE meter box of minimum size 300mm x 200mm x 150mm, but excluding charges for cutting the concrete / tarred / bituminous roads etc, and as per the direction of the departmental officers.
SUPPLYING AND FIXING OF TAP
100.60.12.3.1 : Providing 15mm PVC Tap in the water meter assembly for 15mm connection, using 20mm Indian Standard Class 6 uPVC pipes and specials including cost of materials, consumables, hire charges for tools and labour charges etc. complete and as per the direction of departmental officers.
STANDPOST 63MM PVC
100.98.211 : Supply of uPVC Pipe, IS 4985: 2000 , 6kg/cm2, 63mm Dia..
SUPPLY OF PIPES INCLUDING SPECIALS
100.98.230 : Supply of uPVC Pipe, IS 4985: 2000 , 10kg/cm2, 25mm.
100.98.231 : Supply of uPVC Pipe, IS 4985: 2000 , 10kg/cm2, 32mm Dia.
100.98.232 : Supply of uPVC Pipe, IS 4985: 2000 , 10kg/cm2, 40mm Dia.
100.98.233 : Supply of uPVC Pipe, IS 4985: 2000 , 10kg/cm2, 50mm Dia.
100.98.234 : Supply of uPVC Pipe, IS 4985: 2000 , 10kg/cm2, 63mm Dia.
18.12.5 : Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work40 mm dia nominal bore
18.12.6 : Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work50 mm dia nominal bore
EARTHWORK EXCAVATION FOR PIPES
100.1.1 : 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)
100.1.5 : 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 :" Ordinary Rock. (Ref. Item No. 2.13.1 of DSR)
LAYING OF PIPES
100.9.2 : 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). 25 mm nominal outer dia pipes.
100.9.3 : 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). 32 mm nominal outer dia pipes.
100.9.4 : 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). 40 mm nominal outer dia pipes.
100.9.5 : 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) 50 mm nominal outer dia pipes.
100.9.6 : 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). 63 mm nominal outer dia pipes.
CONCRETE
4.1.3 : 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)
VALVES
18.17.3 : Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :40 mm nominal bore
18.17.4 : Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :50 mm nominal bore
SURVEYING
100.42.13 : Surveying using Electronic Total Station with double prism in normal terrain and normal traffic.
N.V.SURENDRAN
NOUFAL PK
M/S JYOTHY COSTRUCTION
E V RAJU
Bidder Name
N.V.SURENDRAN
E V RAJU
SINDHU M
M/S JYOTHY COSTRUCTION
NOUFAL PK
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