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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.1 LAccepted-AOC | L1 | Accepted-AOC agt executed | |
| 2 | l2₹3.2 L+₹7,117.62 (2.26%)Rejected-Finance | l2 | Rejected-Finance second lowest |
| Sl No | Description | Qty | Unit | VASUDEVAN V V L2 | SANTHOSH KUMAR V L1 |
|---|---|---|---|---|---|
| 1.00interlocking | |||||
| 1.00 | 3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 90.72 | cum | 60.77 ₹5,513.05 | 59.43 ₹5,391.49 Lowest |
| 1.00 | 3.4:Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | 48.06 | cum | 586.27 ₹28,176.14 | 573.3 ₹27,552.8 Lowest |
| 1.00 | 4.1.A.3:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (iii) For Grading III Material | 20.64 | cum | 3,012.18 ₹62,171.4 | 2,945.53 ₹60,795.74 Lowest |
| 1.00 | OD120460/2025-2026:
Providing and laying 80mm thick factory made cement concrete interlocking paverblock made by block machine with strong vibratory compaction of apprved size design and shape laid in required colour and pattern over and including 50mm thick compacted bed of stone aggregate 6mm nominalsize filling the joints with finesand etc. all complete as per the direction of Engineer-in-charge. vertically including cost and conveyance of all materials all labourcharges,fabricating etc. complete. (Modified 16.68 by replacing Sand bed 6mm stone aggregate bed) | 187.1 | sqm | 951.2 ₹1,77,969.52 | 930.15 ₹1,74,031.07 Lowest |
| 1.00 | 11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203III. P.C.C. grade M 20 (i) Nominal mix (1:2:4) | 4.6 | cum | 8,427.3 ₹38,765.58 | 8,240.82 ₹37,907.77 Lowest |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.1 | tonne | 88,960.67 ₹9,073.99 | 86,992.1 ₹8,873.19 Lowest |
Tender Value
₹3.4 L
EMD Value
₹8,474
Closing Date
21 Aug 2025, 6:00 pmClosed
Assistant Engineer
O/o Office of the Assistant Engineer, LSGD Section Cherukunnu
Cherukunnu GP - Pro No. 55/2025-26-Kavinisseri Muchilottu Kavu Naalu cent Nagar Road Interlocking
2025_LSGD_784288_1
AE/CHKU/7/2025-26
Open Tender
Civil Works - Roads
Item Rate
180 days
cherukunnu GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹750
Yes
₹8,474
Yes
9 Nov 2025
11 Aug 2025
22 Aug 2025
11 Aug 2025
21 Aug 2025
11 Aug 2025
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