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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.8 LAccepted-AOC | ₹6.8 L | L1 | Accepted-AOC L1 Hence accepted |
| 2 | L2₹7.1 LRejected-AOC | ₹7.1 L | L2 | Rejected-AOC L2 Hence rejected |
| 3 | L3₹7.2 LRejected-AOC | ₹7.2 L | L3 | Rejected-AOC L3 Hence rejected |
| Sl No | Description | Qty | Unit | RANS CONSTRUCTION L1 | SHABEER K.K. L3 | TERAS CONSTRUCTIONS L2 |
|---|---|---|---|---|---|---|
| 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) | 19.27 | cum | 51 ₹982.57 | 53.99 ₹1,040.17 | 53.32 ₹1,027.26 |
| 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. | 9.63 | cum | 5,700 ₹54,908.10 | 6,024.97 ₹58,038.54 | 5,949.94 ₹57,315.77 |
| 1.00 | 12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15 | 85.91 | cum | 6,649 ₹5.7 L | 6,971.9 ₹6.0 L | 6,885.07 ₹5.9 L |
| 1.00 | 12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications | 0.66 | MT | 78,607 ₹52,195.05 | 82,425.9 ₹54,730.80 | 81,399.39 ₹54,049.19 |
| 1.00 | OD121984/2024-2025:
PVC WEEP HOLES -providing weep holes using 75 mm dia. PVC pipes working pressure 4kg/sq.cm including cost of materials, conveyance, Laboure charges etc. complete. (Derived From 60.6) | 40 | metre | 100 ₹4,000 | 104.78 ₹4,191.20 | 103.48 ₹4,139.20 |
Tender Value
₹8.0 L
EMD Value
₹20,109
Closing Date
26 Feb 2026, 4:00 pmClosed
Assistant Executive Engineer
Office of the Assistant Executive Engineer, PWD Roads Sub Division Tirur
GENERAL-Flood Damage -Construction of side protection wall at ch 7/200 of Kadungallur Vilayil Chaliyappuram road in Kondotty LACConstruction of side protection wall at ch 7/200 of Kadungallur Vilayil Chaliyappuram road- General Civil Work
2026_PWD_838131_1
PWD/RB/17538/2025-2026Dated 19-02-2026
Open Tender
Civil Works - Roads
90 days
Kondotty
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,775
₹20,109
Yes
19 May 2026
19 Feb 2026
28 Feb 2026
19 Feb 2026
26 Feb 2026
19 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
OD121984/2024-2025: PVC WEEP HOLES -providing weep holes using 75 mm dia. PVC pipes working pressure 4kg/sq.cm including cost of materials, conveyance, Laboure charges etc. complete. (Derived From 60.6)
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