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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.7 LAccepted-AOC | ₹6.7 L | L1 | Accepted-AOC l1 |
| 2 | l2₹7.0 LRejected-AOC | ₹7.0 L | l2 | Rejected-AOC l2 |
| 3 | l3₹7.0 LRejected-AOC | ₹7.0 L | l3 | Rejected-AOC l3 |
| 4 | L4₹7.3 LRejected-AOC | ₹7.3 L | L4 | Rejected-AOC l4 |
| 5 | l5₹7.4 LRejected-AOC | ₹7.4 L | l5 | Rejected-AOC l5 |
| Sl No | Description | Qty | Unit | SIDDIQUE KANIMUTHU S L4 | S.NIYAZUDHEEN L7 | HAKKIM .M. S L2 | S SURESH KUMAR L3 | HARIDAS VINU L5 | Prakash C L8 | ANANTHAKRISHNAN M L1 | SATHYAKUMAR V L6 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00ROAD CONCRETE | |||||||||||
| 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) | 13.8 | cum | 8,224.82 ₹1.1 L | 8,129.18 ₹1.1 L | 7,899.66 ₹1.1 L | 7,937.91 ₹1.1 L | 8,416.1 ₹1.2 L | 8,655.19 ₹1.2 L | 7,526.67 ₹1.0 L | 8,511.74 ₹1.2 L |
| 2.00DRAINAGE | |||||||||||
| 2.00 | 2.5.1.A:Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. (I) By Manual Means (A) Lime Concrete | 21.36 | cum | 858.68 ₹18,341.40 | 998.47 ₹21,327.32 | 824.74 ₹17,616.45 | 828.73 ₹17,701.67 | 878.65 ₹18,767.96 | 903.62 ₹19,301.32 | 785.8 ₹16,784.69 | 888.64 ₹18,981.35 |
| 2.00 | 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 | 56.4 | cum | 809.97 ₹45,682.31 | 941.83 ₹53,119.21 | 777.95 ₹43,876.38 | 781.72 ₹44,089.01 | 828.81 ₹46,744.88 | 852.36 ₹48,073.10 | 741.22 ₹41,804.81 | 838.23 ₹47,276.17 |
| 2.00 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | 11.28 | cum | 7,741.25 ₹87,321.30 | 7,651.24 ₹86,305.99 | 7,435.21 ₹83,869.17 | 7,471.21 ₹84,275.25 | 7,921.28 ₹89,352.04 | 8,146.32 ₹91,890.49 | 7,084.15 ₹79,909.21 | 8,011.3 ₹90,367.46 |
| 2.00 | 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) | 23.93 | cum | 8,182.46 ₹2.0 L | 8,087.31 ₹1.9 L | 7,858.97 ₹1.9 L | 7,897.03 ₹1.9 L | 8,372.75 ₹2.0 L | 8,610.61 ₹2.1 L | 7,487.9 ₹1.8 L | 8,467.9 ₹2.0 L |
| 2.00 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 12.06 | cum | 7,900.58 ₹95,280.99 | 7,808.72 ₹94,173.16 | 7,588.24 ₹91,514.17 | 7,624.99 ₹91,957.38 | 8,084.32 ₹97,496.90 | 8,313.99 ₹1.0 L | 7,229.96 ₹87,193.32 | 8,176.19 ₹98,604.85 |
| 2.01 | 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 | 6.17 | cum | 8,993.37 ₹55,489.09 | 10,457.41 ₹64,522.22 | 8,637.82 ₹53,295.35 | 8,679.65 ₹53,553.44 | 9,202.52 ₹56,779.55 | 9,463.96 ₹58,392.63 | 8,229.98 ₹50,778.98 | 9,307.09 ₹57,424.75 |
| 2.01 | 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 | 1.34 | tonne | 86,796.46 ₹1.2 L | 1,00,926.12 ₹1.4 L | 83,364.98 ₹1.1 L | 83,768.68 ₹1.1 L | 88,814.99 ₹1.2 L | 91,338.14 ₹1.2 L | 79,428.86 ₹1.1 L | 89,824.25 ₹1.2 L |
Tender Value
₹8.5 L
EMD Value
₹21,156
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.129 ROAD AND DRAINAGE RENNOVATION AT STREET NO 4 VENNAKARA STREET NO 7ADITHYA NAGAR MUTHUKULAM IN WARD 33
2025_LSGD_777995_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
₹1,870
₹21,156
13 Mar 2026
19 Jul 2025
1 Aug 2025
19 Jul 2025
30 Jul 2025
19 Jul 2025
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