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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1st₹39.2 LAccepted-AOC | 1st | Accepted-AOC Agreement Executed | |
| 2 | 2nd₹39.3 L+₹10,613.51 (0.27%)Rejected-AOC | 2nd | Rejected-AOC Lowest bidder Agreement Executed | |
| 3 | 3rd₹44.0 L+₹4.8 L (12.2%)Rejected-AOC | 3rd | Rejected-AOC Lowest bidder Agreement Executed | |
| 4 | 4th₹44.5 L+₹5.3 L (13.5%)Rejected-Finance | 4th | Rejected-Finance 4th lowest | |
| 5 | 5th₹45.8 L+₹6.5 L (16.6%)Rejected-Finance CHELAMATTOM VALLAM KARAYIL HOUSE | KANNUR | KERALA | 670511 | 5th | Rejected-Finance 5th lowest |
| Sl No | Description | Qty | Unit | P V SOMASEKHARAN NAIR L1 | GIMMY PAULOSE L3 | GEORGE JOSEPH L5 | Noby George L4 | Kadaladimattathu L2 |
|---|---|---|---|---|---|---|---|---|
| 1.00Detailed Estimate | ||||||||
| 1.00 | 12.1.B.1: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 and backfilling with approved material. Ordinary Soil - Depth upto 3m - Mechanical Means | 539.48 | cum | 92 ₹49,632.16 | 82.02 ₹44,248.15 | 85.26 ₹45,996.06 | 240 ₹1,29,475.2 | 71 ₹38,303.08 Lowest |
| 1.00 | OD282429/2025-2026:providing dowel bars using 20mm dia TMT steel | 150 | no | 530 ₹79,500 | 443.16 ₹66,474 | 460.63 ₹69,094.5 | 400 ₹60,000 | 388 ₹58,200 Lowest |
| 1.00 | OD282428/2025-2026: Dry rubble masonry for foundation and supper structure of retaining wall , including all charges of labour , material, conveyance etc complete | 616.3 | cum | 3,600 ₹22,18,687.2 Lowest | 4,322.47 ₹26,63,946.91 | 4,493.04 ₹27,69,069.54 | 5,200 ₹32,04,770.4 | 3,900 ₹24,03,577.8 |
| 1.00 | 12.8.1.C.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer | 69.17 | cum | 9,300 ₹6,43,262.4 | 9,581.65 ₹6,62,743.57 | 9,959.75 ₹6,88,895.99 | 9,500 ₹6,57,096 | 8,392 ₹5,80,457.86 Lowest |
| 1.00 | 12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications | 5.7 | MT | 1,00,650 ₹5,73,604.35 | 1,04,608.6 ₹5,96,164.41 | 1,08,736.56 ₹6,19,689.66 | 95 ₹541.41 Lowest | 91,620 ₹5,22,142.38 |
| 1.01 | 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. | 34.5 | cum | 7,400 ₹2,55,300 | 7,613.82 ₹2,62,676.79 | 7,914.3 ₹2,73,043.35 | 8,500 ₹2,93,250 | 6,900 ₹2,38,050 Lowest |
| 1.01 | 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) | 11.5 | cum | 8,950 ₹1,02,925 | 9,213.13 ₹1,05,951 | 9,576.69 ₹1,10,131.94 | 9,500 ₹1,09,250 | 8,069 ₹92,793.5 Lowest |
Tender Value
₹42.4 L
EMD Value
₹42.4 L
Closing Date
13 Aug 2026, 11:00 amClosed
Executive Engineer
PWD Roads Division Idukki
GENERAL-Budget 2025-26 Providing DR Protection wall at Idukki Nalumukku Road chainage 14/560 RHS (Parakadavu Ambalappady) in Kamakshy Grama Panchayat
2026_PWD_863240_1
15/EE/2026-27
Open Tender
Civil Works - Roads
Item Rate
180 days
Kamakshi
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹42.4 L
Yes
23 Sept 2026
30 Jul 2026
17 Aug 2026
30 Jul 2026
13 Aug 2026
30 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Detailed Estimate | |||||
| 1.001 | 12.1.B.1: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 and backfilling with approved material. Ordinary Soil - Depth upto 3m - Mechanical Means | - | cum | - | - |
| 1.002 | OD282429/2025-2026:providing dowel bars using 20mm dia TMT steel | - | no | - | - |
| 1.003 | OD282428/2025-2026: Dry rubble masonry for foundation and supper structure of retaining wall , including all charges of labour , material, conveyance etc complete | 0.8 | cum | - | - |
| 1.004 | 12.8.1.C.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer | 0.2 | cum | - | - |
| 1.005 | 12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications | 1 | MT | - | - |
| 1.006 | 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. | - | cum | - | - |
| 1.007 | 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) | - | cum | - | - |
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