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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.6 LAccepted-AOC | ₹7.6 L | L1 | Accepted-AOC L1 HENCE ACCEPTED |
| 2 | L2₹7.6 LRejected-AOC | ₹7.6 L | L2 | Rejected-AOC L2 HENCE REJECTED |
| 3 | L3₹7.7 LRejected-AOC | ₹7.7 L | L3 | Rejected-AOC L3 HENCE REJECTED |
| Sl No | Description | Qty | Unit | KK MOHAMMED SALIM L1 | TERAS CONSTRUCTIONS L2 | SHABEER K.K. L3 |
|---|---|---|---|---|---|---|
| 1.00Detailed estimate | ||||||
| 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) | 23.64 | cum | 60 ₹1,418.40 | 54.66 ₹1,292.16 | 55.21 ₹1,305.16 |
| 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. | 11.29 | cum | 6,000 ₹67,770 | 6,099.33 ₹68,891.93 | 6,160.17 ₹69,579.12 |
| 1.00 | 12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15 | 87.46 | cum | 7,000 ₹6.1 L | 7,057.94 ₹6.2 L | 7,128.34 ₹6.2 L |
| 1.00 | 12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications | 0.7 | MT | 85,000 ₹59,500 | 83,443.16 ₹58,410.21 | 84,275.47 ₹58,992.83 |
| 1.00 | 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> | 1.93 | cum | 6,000 ₹11,550 | 7,370.67 ₹14,188.54 | 7,444.19 ₹14,330.07 |
| 1.01 | OD62697/2025-2026:PVC WEEP HOLES- providing weep holes using 75 mm dia. PVC pipes working pressure 4 kg/s | 30 | metre | 100 ₹3,000 | 106.07 ₹3,182.10 | 107.13 ₹3,213.90 |
| 1.01 | 3.17:Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2. | 13.5 | cum | 100 ₹1,350 | 82.97 ₹1,120.10 | 83.79 ₹1,131.17 |
Tender Value
₹8.5 L
EMD Value
₹21,178
Closing Date
13 Feb 2026, 3:00 pmClosed
Assistant Executive Engineer
Office of the Assistant Executive Engineer, PWD Roads Sub Division Tirur
GENERAL-2025-26 Construction of retaining wall at KM 0/300 (RHS) of Mangattumuri Cherumuttam Road in Kondotty LAC.-Civil works-General Civil Work
2026_PWD_833882_1
D2-PWD/RB/TR/11310/2025 Dated.05.02.2026
Open Tender
Civil Works - Roads
90 days
Mangattumuri Cherumuttam road Kondotty
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,870
₹21,178
Yes
28 Mar 2026
6 Feb 2026
16 Feb 2026
6 Feb 2026
13 Feb 2026
6 Feb 2026
Detailed estimate
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)
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.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:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br> RCC Grade M20 - Using Concrete Mixer - (Without formwork) <br>
OD62697/2025-2026:PVC WEEP HOLES- providing weep holes using 75 mm dia. PVC pipes working pressure 4 kg/s
3.17:Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.
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