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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹29.7 LAccepted-AOC | ₹29.7 L | L1 | Accepted-AOC ACCEPTED |
| 2 | Rejected-Technical | - | - | Rejected-Technical L4 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L3 |
| 4 | Rejected-Technical | - | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | Baby Varghese L1 | Manilal T L3 | SUJITH N B L2 | biju punnoose L4 |
|---|---|---|---|---|---|---|---|
| 1.00Appendix A - CONCRETE ROAD | |||||||
| 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 | 57.5 | cum | 43.71 ₹2,513.33 Lowest | 46 ₹2,645 | 46.25 ₹2,659.38 | 52 ₹2,990 |
| 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 | 84.75 | cum | 3,156.16 ₹2,67,484.56 Lowest | 3,399 ₹2,88,065.25 | 3,339.49 ₹2,83,021.78 | 3,845 ₹3,25,863.75 |
| 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. | 150 | cum | 6,434.04 ₹9,65,106 Lowest | 6,932 ₹10,39,800 | 6,807.77 ₹10,21,165.5 | 7,840 ₹11,76,000 |
| 1.00 | 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> | 108 | cum | 7,785.5 ₹8,40,834 Lowest | 8,388 ₹9,05,904 | 8,237.73 ₹8,89,674.84 | 9,487 ₹10,24,596 |
| 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 | 46.2 | cum | 8,096.91 ₹3,74,077.24 Lowest | 8,723 ₹4,03,002.6 | 8,567.23 ₹3,95,806.03 | 9,866 ₹4,55,809.2 |
| 1.01 | 12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications | 3.9 | MT | 88,398.8 ₹3,44,755.32 Lowest | 95,245 ₹3,71,455.5 | 93,533.59 ₹3,64,781 | 1,07,729 ₹4,20,143.1 |
| 1.01 | 3.16:Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. | 365 | cum | 491.06 ₹1,79,236.9 Lowest | 528 ₹1,92,720 | 519.59 ₹1,89,650.35 | 598 ₹2,18,270 |
Tender Value
₹33.9 L
EMD Value
₹50,000
Closing Date
19 Mar 2026, 3:15 pmClosed
The Exceutive Engineer
The Exceutive Engineer PWD Roads Division Kollam
GENERAL-Budget work 2025-26 Connectivity Roads under Kottarakkara LACSretch 2-Ashan mukku Bhagam Road--General Civil Work
2026_PWD_840592_2
116/EE/ET/2025-26
Open Tender
Civil Works - Roads
Item Rate
180 days
Kollam
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
Yes
₹50,000
Yes
11 Jun 2026
9 Mar 2026
21 Mar 2026
9 Mar 2026
19 Mar 2026
9 Mar 2026
Appendix A - CONCRETE ROAD
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
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
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.
12.8.1.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>
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
12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications
3.16:Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.
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