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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.0 CrAccepted-AOC | ₹3.0 Cr | L1 | Accepted-AOC First Lowest |
| 2 | L2₹3.3 Cr+₹31.7 L (10.5%)Rejected-AOC | ₹3.3 Cr+₹31.7 L (10.5%) | L2 | Rejected-AOC Second Lowest |
| Sl No | Description | Qty | Unit | UNIVERSAL CONSTRUCTION L2 | PK SULPHEEKER INFRASTRUCTURE LLP L1 |
|---|---|---|---|---|---|
| 1.00Rectification | |||||
| 1.00 | 2.5.2.A:Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately Bituminous course - By Mechanical Means | 594 | cum | 600 ₹3,56,400 | 520 ₹3,08,880 Lowest |
| 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 | 871.8 | cum | 4,000 ₹34,87,200 | 3,450 ₹30,07,710 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. | 1,784.5 | cum | 4,200 ₹74,94,900 | 3,550 ₹63,34,975 Lowest |
| 1.00 | 55.22:Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm 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. | 2,970 | sqm | 1,800 ₹53,46,000 | 1,600 ₹47,52,000 Lowest |
| 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) | 616.55 | cum | 100 ₹61,655 | 75 ₹46,241.25 Lowest |
| 1.01 | 12.8.2.C:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - With Batching Plant, Transit Mixer and Concrete Pump - ( Without formwork) | 255.22 | cum | 9,000 ₹22,97,025 | 8,800 ₹22,45,980 Lowest |
| 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. | 358.95 | cum | 8,700 ₹31,22,865 | 8,400 ₹30,15,180 Lowest |
| 1.01 | 12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15 | 52.5 | cum | 8,500 ₹4,46,250 | 8,000 ₹4,20,000 Lowest |
| 1.01 | 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 | 8.64 | cum | 10,000 ₹86,400 | 9,100 ₹78,624 Lowest |
Tender Value
₹2.8 Cr
EMD Value
₹1 L
Closing Date
15 Nov 2025, 3:00 pmClosed
Project Director, PMU-KRFB, TVM
The Project Director, Kerala Road Fund Board, Project Management Unit, Ground Floor, BSNL Office Building at CGM(O), Doorsanchar Bhavan, PMG Junction Trivandrum 695033
Construction
2025_KRFB_819698_1
PWD/KR/TR/16388/2025_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
180 days
Ernakulam
Please refer Tender documents.
7 documents required · 7 mandatory
₹9,759
Yes
₹1 L
Yes
18 Mar 2026
6 Nov 2025
17 Nov 2025
6 Nov 2025
15 Nov 2025
6 Nov 2025
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