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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.6 LAccepted-AOC | ₹6.6 L | L1 | Accepted-AOC l1 |
| 2 | l2₹7.1 LRejected-AOC | ₹7.1 L | l2 | Rejected-AOC l2 |
| 3 | l3₹7.9 LRejected-AOC | ₹7.9 L | l3 | Rejected-AOC l3 |
| 4 | l4₹8.0 LRejected-AOC | ₹8.0 L | l4 | Rejected-AOC l4 |
| 5 | l5₹8.0 LRejected-AOC | ₹8.0 L | l5 | Rejected-AOC l5 |
| Sl No | Description | Qty | Unit | S.NIYAZUDHEEN L4 | S SURESH KUMAR L2 | SATHYAKUMAR V L3 | Prakash C L5 | ANANTHAKRISHNAN M L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00ROAD RECONCRETE | ||||||||
| 1.00 | 4.11.1:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br> (i) Using naturally occuring gravel | 54 | cum | 2,242.72 ₹1.2 L | 2,093.21 ₹1.1 L | 2,342.4 ₹1.3 L | 2,362.35 ₹1.3 L | 1,963.63 ₹1.1 L |
| 1.00 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 15.48 | cum | 8,129.75 ₹1.3 L | 8,033.55 ₹1.2 L | 8,989.93 ₹1.4 L | 9,066.44 ₹1.4 L | 7,536.24 ₹1.2 L |
| 1.00 | 11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth | 9.23 | cum | 941.83 ₹8,694.97 | 791.14 ₹7,303.80 | 885.32 ₹8,173.27 | 892.85 ₹8,242.79 | 742.16 ₹6,851.62 |
| 1.00 | 12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m III. R.C.C grade M 20 | 9.04 | cum | 10,457.41 ₹94,566.36 | 8,784.22 ₹79,435.70 | 9,829.97 ₹88,892.42 | 9,913.62 ₹89,648.87 | 8,240.44 ₹74,518.30 |
| 1.00 | 12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | 0.77 | tonne | 1,00,926.12 ₹77,612.19 | 84,777.94 ₹65,194.24 | 94,870.55 ₹72,955.45 | 95,677.96 ₹73,576.35 | 79,529.78 ₹61,158.40 |
| 2.00RE- LAYING INTERLOCK | ||||||||
| 2.00 | 16.83:Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. | 438 | sqm | 136.23 ₹59,668.74 | 114.43 ₹50,120.34 | 128.06 ₹56,090.28 | 129.15 ₹56,567.70 | 107.35 ₹47,019.30 |
| 2.00 | 16.84:Laying old cement concrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (Old CC paver blocks shall be supplied by the department free of cost.) | 438 | sqm | 454.37 ₹2.0 L | 381.67 ₹1.7 L | 427.11 ₹1.9 L | 430.74 ₹1.9 L | 358.04 ₹1.6 L |
| 2.00 | 16.68:Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. | 30 | sqm | 1,192.59 ₹35,777.70 | 1,001.78 ₹30,053.40 | 1,121.03 ₹33,630.90 | 1,130.58 ₹33,917.40 | 939.76 ₹28,192.80 |
Tender Value
₹8.4 L
EMD Value
₹21,068
Closing Date
30 Jul 2025, 4:00 pmClosed
ASSISTANT EXECUTIVE ENGINEER
OFFICE OF THE EXECUTIVE ENGINEER, LID EW, PALAKKAD MUNICIPALITY
GENERAL-PMC 2025-26 PROJ NO.131 ROAD AND DRAINAGE RENNOVATION AT MANALANJERI STREET NO.1 PALAMARIYANKOVIL IN WARD 36-Road and drainage rennovation-General Civil Work
2025_LSGD_778000_1
07/AEE/LID-EW/PMC/2025-26
Open Tender
Civil Works - Roads
90 days
OFFICE OF THE EXECUTIVE ENGINEER, LID EW
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,860
₹21,068
13 Mar 2026
19 Jul 2025
1 Aug 2025
19 Jul 2025
30 Jul 2025
19 Jul 2025
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