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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹27.2 LAccepted-AOC | ₹27.2 L | L1 | Accepted-AOC ACCEPTED |
| 2 | Rejected-Technical CONTRACTOR LSGD PATHANAPURAM PUNALUR KERALA | KOLLAM | KERALA | 689695 | - | - | Rejected-Technical L6 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L5 |
| 4 | Rejected-Technical | - | - | Rejected-Technical L4 |
| 5 | Rejected-Technical | - | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | Baby Varghese L4 | ABDUL MAJEED O L6 | Manilal T L7 | Achankunju L5 | biju punnoose L3 | Thankappan.G L2 | Binu P L1 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Pipe Restoration | ||||||||||
| 1.00 | 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 | 390 | cum | 45.52 ₹17,752.80 | 46.79 ₹18,248.10 | 47 ₹18,330 | 45 ₹17,550 | 42 ₹16,380 | 41.77 ₹16,290.30 | 41.16 ₹16,052.40 |
| 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. | 292.5 | cum | 6,700.78 ₹19.6 L | 6,961.6 ₹20.4 L | 6,961 ₹20.4 L | 6,740 ₹19.7 L | 6,375 ₹18.6 L | 6,148.24 ₹18.0 L | 6,060.3 ₹17.7 L |
| 1.00 | 12.8.B:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20 (Without formwork) | 101.33 | cum | 8,045.91 ₹8.2 L | 8,359.15 ₹8.5 L | 8,359 ₹8.5 L | 8,100 ₹8.2 L | 7,655 ₹7.8 L | 7,382.45 ₹7.5 L | 7,276.86 ₹7.4 L |
| 1.00 | 4.1.B.1: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-V - For sub-base cum drainage layer - Mix in Place Method | 50 | cum | 3,382.15 ₹1.7 L | 3,396.99 ₹1.7 L | 3,414 ₹1.7 L | 3,250 ₹1.6 L | 3,125 ₹1.6 L | 3,015.97 ₹1.5 L | 2,972.83 ₹1.5 L |
| 1.00 | 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. | 50 | sqm | 885.74 ₹44,287 | 1,013.5 ₹50,675 | 1,018 ₹50,900 | 1,050 ₹52,500 | 934 ₹46,700 | 900 ₹45,000 | 886.6 ₹44,330 |
Tender Value
₹32.9 L
EMD Value
₹50,000
Closing Date
18 Feb 2026, 3:15 pmClosed
The Exceutive Engineer
The Exceutive Engineer PWD Roads Division Kollam
GENERAL-Deposit work 2025-26-Restoration of KWA JJM pipe trench in Kokkadu - Venchembu road from kunjadimukku school to Venchembu palli ch 1/000-3/000 RHS ROW/10121257/132265-
2026_PWD_835372_1
88/EE/ET/2025-26
Open Tender
Civil Works - Roads
180 days
Kollam
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
Yes
₹50,000
Yes
12 May 2026
10 Feb 2026
20 Feb 2026
10 Feb 2026
18 Feb 2026
10 Feb 2026
Pipe Restoration
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
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.B:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20 (Without formwork)
4.1.B.1: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-V - For sub-base cum drainage layer - Mix in Place Method
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.
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