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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹23.1 LAccepted-AOC | L1 | Accepted-AOC Lowest bidder L1 | |
| 2 | L2₹23.1 L−₹2.1 Cr (90.0%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹23.7 L−₹2.1 Cr (89.7%)Rejected-AOC | L3 | Rejected-AOC L3 | |
| 4 | L4₹25.3 L−₹2.1 Cr (89.0%)Rejected-AOC EETTICKAL HOUSE POONJAR SOUTH P O KOTTAYAM | KOTTAYAM | KERALA | 686582 | L4 | Rejected-AOC L4 |
| Sl No | Description | Qty | Unit | SHAJI PAILYE L2 | Sony Mathew L1 | E M MADHU L4 | ANIL K KURIAN 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) | 336 | cum | 68.82 ₹23,123.52 | 80 ₹26,880 | 300 ₹1,00,800 | 66 ₹22,176 Lowest |
| 1.00 | 4.1.B.2:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-VI - For sub-base cum drainage layer - Mix in Place Method | 24 | cum | 4,031.65 ₹96,759.6 | 3,950 ₹94,800 | 4,500 ₹1,08,000 | 3,919 ₹94,056 Lowest |
| 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. | 18.2 | cum | 7,987.58 ₹1,45,373.96 | 7,987 ₹1,45,363.4 | 8,200 ₹1,49,240 | 7,840 ₹1,42,688 Lowest |
| 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) | 22.1 | cum | 9,665.36 ₹2,13,604.46 | 9,665 ₹2,13,596.5 | 9,300 ₹2,05,530 Lowest | 9,800 ₹2,16,580 |
| 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 | 78.25 | cum | 10,051.96 ₹7,86,565.87 | 10,000 ₹7,82,500 | 9,600 ₹7,51,200 Lowest | 11,400 ₹8,92,050 |
| 1.01 | 12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications | 6.71 | MT | 1,09,743.39 ₹7,36,597.63 | 1,09,000 ₹7,31,608 | 1,20,000 ₹8,05,440 | 1,05,716 ₹7,09,565.79 Lowest |
| 1.01 | 55.23:Supplying and laying interlocking tile 80mm or nearest size thickness, minimum strength M30 including providing a layer of 6mm aggregate for 5cm 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. | 160 | sqm | 1,169.24 ₹1,87,078.4 | 1,176 ₹1,88,160 | 1,300 ₹2,08,000 | 1,125 ₹1,80,000 Lowest |
| 1.01 | OD91475/2025-2026:11.18. Wrought iron and mild steel welded work (using angles, square bars, tees and channel grills, grating frames, gates and tree guards of any size and design etc. including cost of screens and welding rods or bolts and nuts complete fixed in position but without the cost of excavation and concrete for fixing which will be paid separately. | 7.4 | quintal | 16,129.72 ₹1,19,359.93 | 16,650 ₹1,23,210 | 27,000 ₹1,99,800 | 15,832 ₹1,17,156.8 Lowest |
Tender Value
₹21.2 L
EMD Value
₹50,000
Closing Date
30 Jun 2026, 3:00 pmClosed
Executive Engineer
Executive Engineer PWD Roads division Kottaym
Re tender Providing Drainage facilities and allied works near ch 0 400 km of Kaithakkal Canal Kallara Road
2026_PWD_857359_1
PWD/RB/TR/12822/2025_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
180 days
Kottayam
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
₹50,000
Yes
27 Jul 2026
23 Jun 2026
2 Jul 2026
23 Jun 2026
30 Jun 2026
23 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Detailed Estimate | |||||
| 1.001 | 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) | - | cum | - | - |
| 1.002 | 4.1.B.2:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-VI - For sub-base cum drainage layer - Mix in Place Method | - | cum | - | - |
| 1.003 | 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. | 1 | cum | - | - |
| 1.004 | 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 | - | - |
| 1.005 | 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 | - | cum | - | - |
| 1.006 | 12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications | 1 | MT | - | - |
| 1.007 | 55.23:Supplying and laying interlocking tile 80mm or nearest size thickness, minimum strength M30 including providing a layer of 6mm aggregate for 5cm 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. | - | sqm | - | - |
| 1.008 | OD91475/2025-2026:11.18. Wrought iron and mild steel welded work (using angles, square bars, tees and channel grills, grating frames, gates and tree guards of any size and design etc. including cost of screens and welding rods or bolts and nuts complete fixed in position but without the cost of excavation and concrete for fixing which will be paid separately. | - | quintal | - | - |
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