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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹19.3 LAccepted-AOC | ₹19.3 L | 1 | Accepted-AOC Accept |
| 2 | 2₹20.0 L+₹68,692.31 (3.56%)Accepted-AOC KOONUMPURUKKA MOOLAKKAL PO CHERUPAZHASSI CHERUPAZHASSI KANNUR KERALA | KANNUR | KANNUR | KERALA | ₹20.0 L+₹68,692.31 (3.56%) | 2 | Accepted-AOC Accept |
| 3 | 3₹21.0 L+₹1.7 L (8.62%)Accepted-AOC | ₹21.0 L+₹1.7 L (8.62%) | 3 | Accepted-AOC Accept |
| 4 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | Not Admitted-Fee/PreQual/Technical/Finance Not qualified for AOC |
| 5 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | Not Admitted-Fee/PreQual/Technical/Finance Not qualified for AOC |
Tender Value
Refer Docs
EMD Value
₹50,000
Closing Date
7 Jan 2021, 6:00 pmClosed
Executive engineer
Executive engineer PWD Roads division Kannur
Urgent Construction of storm water drain and CC hardening of shoulder
2020_PWD_402675_1
PWD/2020-2021/16272/RdDnKNR
Open Tender
Civil Works - Roads
Item Rate
120 days
Moolakkari, Koodali of kannur mattannur Road
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
18 Jun 2021
28 Dec 2020
11 Jan 2021
28 Dec 2020
7 Jan 2021
28 Dec 2020
Amount
DRAIN AND SURFACING WORK
3.13.1.B : Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.<br> Ordinary soil - Mechanical Means - (Depth upto 3 m) <br>Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. Ordinary soil - Mechanical Means - (Depth upto 3 m)
12.4 : Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
12.8.A.1 : Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. <br> PCC Grade M15 <br>Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15
12.8.1.C.1 : Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br> RCC Grade M20 - Using Concrete Mixer <br>Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer
12.8.1.C : Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br> RCC Grade M20 - Using Concrete Mixer - (Without formwork) <br>Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer - (Without formwork)
12.40 : Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical SpecificationsSupply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications
K. P. BIJU
M.V. RAMESHAN
Bidder Name
M.V. RAMESHAN
VYSHAK P
K. P. BIJU
stage.html
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fin_eval.pdf
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finance_572687.pdf
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