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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹29.4 CrAccepted-AOC | L1 | Accepted-AOC LOWEST | |
| 2 | L2₹29.5 Cr+₹10.0 L (0.34%)Rejected-AOC | L2 | Rejected-AOC 2ND LOWEST | |
| 3 | Rejected-Technical | - | Rejected-Technical REJECT | |
| 4 | Rejected-Technical | - | Rejected-Technical REJECT |
Tender Value
₹28.6 Cr
EMD Value
₹5 L
Closing Date
17 Mar 2023, 2:00 pmClosed
SUPERINTENDING ENGINEER
OFFICE OF THE SUPERINTENDING ENGINEER,KWA,PHCIRCLE, THANA, KANNUR
Jal Jeevan Mission -Kannur District - New Mahe Panchayath- WSS to Trippangottur, Kunnothuparamba, Chokli, Mangattidam and New Mahe Panchayaths-Construction of 5.25 LL OHSR at Pattathikkunnu, Laying Distribution system and providing FHTCs
2023_KWA_560948_1
49/2022-23/PHC/KNR
Open Tender
Civil Works - Water Works
Item Rate
360 days
NEW MAHE
Please refer Tender documents.
15 documents required · 15 mandatory
₹19,518
₹5 L
KWA,PH CIRCLE, THANA, KANNUR
14 Jun 2023
23 Feb 2023
18 Mar 2023
23 Feb 2023
17 Mar 2023
26 Feb 2023
25 Feb 2023
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Appendix-A-Construction of 5.25LL capacity OHSR at Pattathikkunnu | |||||
| 1.001 | 2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared | 238 | sqm | - | - |
| 1.002 | 15.3:Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge. | 294.16 | cum | - | - |
| 1.003 | 2.8.1: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 | 27 | cum | - | - |
| 1.004 | 2.9.1: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.Ordinary rock | 260.28 | cum | - | - |
| 1.005 | 100.2.2:Excavation work by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5m in width or 10m2 on plan), including dressing of sides and ramming of bottoms, lift up to 1.5m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50m, in Medium Rock where Blasting is Prohibited. | 126 | cum | - | - |
| 1.006 | 2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil | 5.76 | cum | - | - |
| 1.007 | 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) | 28.06 | cum | - | - |
| 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 | 168.4 | sqm | - | - |
| 1.009 | 5.37.1:Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C. from transit mixer to site of laying, excluding the cost of centering, shuttering finishing and reinforcement including cost of 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 the Engineer - in -charge. Note:- Cement content considered in this item is @330 kg/cum. Excess /less cement used as per design mix is payable/recoverable separately.All wiork upto plinth level | 96.24 | cum | - | - |
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