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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.0 CrAccepted-AOC | L1 | Accepted-AOC Agreement executed | |
| 2 | Rejected-Technical 239 AIRAPURAM VILLAGE AIRAPURAM MANNOOR ERNAKULAM KERALA 683541 | ERNAKULAM | KERALA | 683541 | - | Rejected-Technical not pre qualified |
Tender Value
₹17.3 Cr
EMD Value
₹5 L
Closing Date
4 Aug 2023, 4:00 pmClosed
Superintending Engineer
KWA PHCircle Muvattupuzha
Supply and laying clear water pumping mains construction of sump cum pump houseconstruction of GLSR at various zone supply and erection of pump sets andproviding distribution system and providing FHTC to various zones of Kanthalloor Panchayath
2023_KWA_589210_1
Re-121/2023-24/SE/PHC/MVPA
Open Tender
Civil Works - Water Works
Item Rate
365 days
KWAPH CircleMuvattupuzha
As per NIT
10 documents required · 10 mandatory
₹16,540
₹5 L
KWAPHCircleMuvattupuzha
15 Sept 2023
21 Jul 2023
5 Aug 2023
21 Jul 2023
4 Aug 2023
21 Jul 2023
21 Jul 2023 - 29 Jul 2023
31 Jul 2023
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Con. of 0.80LL capacity OHSR cum pump house at Peradikulam | |||||
| 1.001 | 2.9.2:Excavation work 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 soils as directed, within a lead of 50 m.Hard rock (requiring blasting) | - | cum | - | - |
| 1.002 | OD35932/2023-2024:DOWEL BARS - Supplying and providing MS dowel bars of size 16 mm dia of 2m long (1m in rock and 1m in concrete ) including drilling holes of 20mm dia to a depth of 1m in rock and filling the gap with cement grout( 0.10kg/each) etc complete. | - | no | - | - |
| 1.003 | 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 (zone-III) : 4 graded stone aggregate 20 mm nominal size) | - | cum | - | - |
| 1.004 | 5.33.1:Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately.All work upto plinth level | - | cum | - | - |
| 1.005 | 5.33.2:Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately.All work above plinth level upto floor V level | 1 | cum | - | - |
| 1.006 | 5.34.1:Extra for providing richer mixes at all floor levels. Note:- Excess/less cement over the specified cement content used is payable/ recoverable separately.Providing M-30 grade concrete instead of M-25 grade BMC/RMC. (Note:- Cement content considered in M-30 is @ 340 kg/cum). | - | cum | - | - |
| 1.007 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | 1 | kilogram | - | - |
| 1.008 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 1 | sqm | - | - |
| 1.009 | 5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | - | sqm | - | - |
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