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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₹7.2 LRejected-AOC FAVAS MANZIL OORKADAVU KARUMARAKAD P O VAZHAKKAD 673 640 | VAZHAKKAD | MALAPPURAM | KERALA | 673640 | ₹7.2 L | L2 | Rejected-AOC L2 Hence rejected |
| 3 | L2₹7.6 LRejected-AOC | ₹7.6 L | L2 | Rejected-AOC L4 Hence rejected |
| 4 | L3₹7.2 LRejected-AOC | ₹7.2 L | L3 | Rejected-AOC L3 Hence rejected |
| Sl No | Description | Qty | Unit | ABDUL HAMEED L2 | RANS CONSTRUCTION L3 | SUNEER M L1 | SHABEER K.K. L4 |
|---|---|---|---|---|---|---|---|
| 1.00urgent construction of side protection wall at feroke college vazhakkad road ch 8/700 to 8/770 | |||||||
| 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) | 21.29 | cum | 51.3 ₹1,091.92 | 51 ₹1,085.54 | 48.4 ₹1,030.19 | 53.99 ₹1,149.18 |
| 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. | 12.58 | cum | 5,723.2 ₹71,986.41 | 5,746 ₹72,273.19 | 5,401 ₹67,933.78 | 6,024.97 ₹75,782.07 |
| 1.00 | 12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15 | 85.77 | cum | 6,622.7 ₹5.7 L | 6,649 ₹5.7 L | 6,249.9 ₹5.4 L | 6,971.9 ₹6.0 L |
| 1.00 | 12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications | 0.67 | MT | 78,297.7 ₹52,459.46 | 78,607 ₹52,666.69 | 73,890.2 ₹49,506.43 | 82,425.9 ₹55,225.35 |
| 1.00 | 13.9.A:Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Granular material | 6.45 | cum | 2,245.8 ₹14,485.41 | 2,200 ₹14,190 | 2,119.4 ₹13,670.13 | 2,364.22 ₹15,249.22 |
| 1.01 | 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> | 0.65 | cum | 7,192.8 ₹4,639.36 | 6,943 ₹4,478.24 | 6,526.8 ₹4,209.79 | 7,280.82 ₹4,696.13 |
| 1.01 | OD197503/2024-2025:PVC WEEP HOLES- providing weep holes using 75 mm dia. PVC pipes working pressure 4 kg/s | 50 | metre | 96 ₹4,800 | 100 ₹5,000 | 93.9 ₹4,695 | 104.78 ₹5,239 |
Tender Value
₹8.5 L
EMD Value
₹21,186
Closing Date
26 Feb 2026, 3:00 pmClosed
Assistant Executive Engineer
Office of the Assistant Executive Engineer, PWD Roads Sub Division Tirur
GENERAL-2024-25 Urgent Constructuin of retaining wall at Ponnad Vazhakkad Road km 2/600 in Kondotty LAC -General civil work- General Civil Work
2026_PWD_838063_1
PWD/RB/17512/2025-2026Dated 19-02-2026
Open Tender
Civil Works - Roads
90 days
Kondotty
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,870
₹21,186
Yes
18 Mar 2026
19 Feb 2026
28 Feb 2026
19 Feb 2026
26 Feb 2026
19 Feb 2026
urgent construction of side protection wall at feroke college vazhakkad road ch 8/700 to 8/770
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
13.9.A:Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Granular material
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>
OD197503/2024-2025:PVC WEEP HOLES- providing weep holes using 75 mm dia. PVC pipes working pressure 4 kg/s
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