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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹52.4 LAccepted-Finance | ₹52.4 L | L1 | Accepted-Finance Low quoted rate |
| 2 | L2₹63.7 LRejected-Finance 22 830 KALLAI POST KOZHIKODE 673005 | KOZHIKODE | KOZHIKODE | KERALA | 673005 | ₹63.7 L | L2 | Rejected-Finance Highquoted rate |
| 3 | L3₹63.9 LRejected-Finance | ₹63.9 L | L3 | Rejected-Finance Highquoted rate |
| 4 | L4₹64.8 LRejected-Finance | ₹64.8 L | L4 | Rejected-Finance Highquoted rate |
| Sl No | Description | Qty | Unit | MALABAR UNION LABOUR CONTRACT CO-OPERATIVE SOCIETY LTD L2 | ABDULLATHEEF P M L1 | peruvayal construction co. L3 | JAYAPRAKASAN E C L4 |
|---|---|---|---|---|---|---|---|
| 1.00Appendix A | |||||||
| 1.00 | 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. Ordinary soil - Mechanical Means - (Depth upto 3 m) | 1,121.25 | cum | 150 ₹1.7 L | 54.4 ₹60,996 | 62 ₹69,517.50 | 64 ₹71,760 |
| 1.00 | 55.22:Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete. | 3,097.5 | sqm | 1,300 ₹40.3 L | 1,068 ₹33.1 L | 1,320 ₹40.9 L | 1,330 ₹41.2 L |
| 1.00 | 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. | 58.5 | cum | 6,700 ₹3.9 L | 6,067.3 ₹3.5 L | 7,100 ₹4.2 L | 7,200 ₹4.2 L |
| 1.00 | 12.8.1.C:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer - (Without formwork) | 47.95 | cum | 8,000 ₹3.8 L | 7,332 ₹3.5 L | 8,400 ₹4.0 L | 8,500 ₹4.1 L |
| 1.00 | 12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15 | 40 | cum | 7,700 ₹3.1 L | 7,020.9 ₹2.8 L | 8,100 ₹3.2 L | 8,200 ₹3.3 L |
| 1.01 | 12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications | 1.93 | MT | 1,00,000 ₹1.9 L | 83,004.8 ₹1.6 L | 93,000 ₹1.8 L | 94,000 ₹1.8 L |
| 1.01 | 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> | 24.75 | cum | 9,000 ₹2.2 L | 7,625.2 ₹1.9 L | 8,700 ₹2.2 L | 8,800 ₹2.2 L |
| 1.01 | OD301742/2025-2026:Filling with granular material in the areas where the soil is of slushy in nature to achieve adequate bearing capacity and as a drainage layer laid in line and level compacted with plate vivrator etc complete as per technical specification and as directed by the engineer in charge (Derived from 13.9.A) | 367.75 | cum | 1,850 ₹6.8 L | 1,452.3 ₹5.3 L | 1,900 ₹7.0 L | 2,000 ₹7.4 L |
Tender Value
Refer Docs
EMD Value
₹50,000
Closing Date
9 Mar 2026, 3:00 pmClosed
Executive Engineer
The Executive Engineer, PWD Roads Division, Kozhikode
GENERAL-Strengthening shoulder by using interlock CC on Modern kolathara road bet ch 0 000-2 300 RHS-bet ch 0 000-2 300 RHS-General Civil Work
2026_PWD_842608_1
D1/TN/105/2025-26
Open Tender
Civil Works - Roads
MORDERN KOLATHARA
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹50,000
Yes
2 Jun 2026
2 Mar 2026
11 Mar 2026
2 Mar 2026
9 Mar 2026
2 Mar 2026
Appendix A
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. Ordinary soil - Mechanical Means - (Depth upto 3 m)
55.22:Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete.
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.
12.8.1.C:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer - (Without formwork)
12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15
12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications
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>
OD301742/2025-2026:Filling with granular material in the areas where the soil is of slushy in nature to achieve adequate bearing capacity and as a drainage layer laid in line and level compacted with plate vivrator etc complete as per technical specification and as directed by the engineer in charge (Derived from 13.9.A)
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