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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.7 LAccepted-AOC | L1 | Accepted-AOC ACCEPTED | |
| 2 | Rejected-Technical KERALA | KOLLAM | KERALA | 691504 | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | SANTHOSH M K L2 | ANIMON G K L1 |
|---|---|---|---|---|---|
| 1.00Resurfacing of Carriage Way | |||||
| 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 | 36.75 | cum | 4,296 ₹1,57,878 | 3,550.82 ₹1,30,492.64 Lowest |
| 1.00 | 4.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | 36.75 | cum | 4,240 ₹1,55,820 | 3,509.2 ₹1,28,963.1 Lowest |
| 2.00Retaining Wall and Culverts | |||||
| 2.00 | 3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m | 30 | cum | 57 ₹1,710 | 47.79 ₹1,433.7 Lowest |
| 2.00 | 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) | 33.6 | cum | 73 ₹2,452.8 | 60.61 ₹2,036.5 Lowest |
| 2.00 | 15.9:Construction of dry rubble flooring at cross drainage works for relatively less important works. | 14.4 | cum | 5,958 ₹85,795.2 | 4,930.83 ₹71,003.95 Lowest |
| 2.00 | 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. | 7.2 | cum | 8,500 ₹61,200 | 7,034.94 ₹50,651.57 Lowest |
| 2.00 | OD316849/2025-2026:Dry Stone Masonry work for foundation and Superstructure etc. complete as per drawing and technical specifications. | 72.5 | cum | 4,826 ₹3,49,885 | 3,993.81 ₹2,89,551.23 Lowest |
| 2.01 | 12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications | 2.88 | MT | 1,16,791 ₹3,36,825.24 | 96,654.73 ₹2,78,752.24 Lowest |
Tender Value
₹14.2 L
EMD Value
₹35,552
Closing Date
3 Jul 2026, 3:15 pmClosed
PWD Roads Division Kollam
The Executive Engineer PWD Roads Division Kollam
LAC-ADS-(MLA LAC ADS 2025-26) Construction of Culvert and Allied Works in T h r i k k a l l a m o n T e m p l e R o a d u n d e r Kottarakkara LAC.-Culvert and approach road consruction-General Civil Work
2026_PWD_857623_1
14/EE/ET/2026-27
Open Tender
Civil Works - Roads
Item Rate
180 days
Kollam
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
Yes
₹35,552
Yes
31 Jul 2026
25 Jun 2026
6 Jul 2026
25 Jun 2026
3 Jul 2026
25 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Resurfacing of Carriage Way | |||||
| 1.001 | 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 | - | - |
| 1.002 | 4.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | - | cum | - | - |
| 2Retaining Wall and Culverts | |||||
| 2.001 | 3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m | - | cum | - | - |
| 2.002 | 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 | - | - |
| 2.003 | 15.9:Construction of dry rubble flooring at cross drainage works for relatively less important works. | - | cum | - | - |
| 2.004 | 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 | - | - |
| 2.005 | OD316849/2025-2026:Dry Stone Masonry work for foundation and Superstructure etc. complete as per drawing and technical specifications. | - | cum | - | - |
| 2.006 | 12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications | 1 | MT | - | - |
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