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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.5 LAccepted-AOC | ₹18.5 L | L1 | Accepted-AOC Agreement executed vide agreement no.374/25-26 |
| 2 | L2₹18.9 LRejected-Finance | ₹18.9 L | L2 | Rejected-Finance Agreement executed by L1,hence L2 is rejected |
| 3 | Rejected-Technical | - | - | Rejected-Technical L3 |
| 4 | Rejected-Technical | - | - | Rejected-Technical L4 |
| 5 | Rejected-Technical | - | - | Rejected-Technical L5 |
| Sl No | Description | Qty | Unit | EKM CONSTRUCTIONS L1 | JINAS K A L2 | MOHAMMED NAFAISE E K L4 | sirajudheen L5 | HASHIM P A L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00side protection wall | ||||||||
| 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 | 162.79 | cum | 250 ₹40,697.50 | 700.72 ₹1.1 L | 400 ₹65,116 | 150 ₹24,418.50 | 500 ₹81,395 |
| 1.00 | 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 | 8.47 | cum | 6,000 ₹50,808 | 6,697.09 ₹56,710.96 | 7,000 ₹59,276 | 9,000 ₹76,212 | 6,667.71 ₹56,462.17 |
| 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 | 118.11 | cum | 8,100 ₹9.6 L | 7,780.31 ₹9.2 L | 9,000 ₹10.6 L | 10,450 ₹12.3 L | 8,200 ₹9.7 L |
| 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 | 10.04 | tonne | 79,000 ₹7.9 L | 75,089.03 ₹7.5 L | 85,000 ₹8.5 L | 69,000 ₹6.9 L | 78,000.01 ₹7.8 L |
| 1.00 | 12.9:Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 | 10 | no | 80 ₹800 | 128.52 ₹1,285.20 | 200 ₹2,000 | 170 ₹1,700 | 180 ₹1,800 |
| 1.01 | 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 | 93.44 | cum | 100 ₹9,344 | 490.12 ₹45,796.81 | 100 ₹9,344 | 650 ₹60,736 | 200 ₹18,688 |
Tender Value
₹25.4 L
EMD Value
₹50,000
Closing Date
23 Oct 2025, 6:00 pmClosed
THE ASSISTANT EXECUTIVE ENGINEER
O/o THE ASSISTANT EXECUTIVE ENGINEER,THRIKKAKARA MUNICIPALITY
Proj.No.730 (ward 10)/2025 - 26 Thrikkakara Mun - Construction of side protection wall for nedumkulangaramala Panakkalodithazham bye road reach-1
2025_LSGD_808718_12
LIDEW/AEE/ET/35/2025
Open Tender
Civil Works - Roads
180 days
THRIKKAKARA
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
₹50,000
Yes
23 Feb 2026
17 Oct 2025
25 Oct 2025
17 Oct 2025
23 Oct 2025
17 Oct 2025
Work Name:GENERAL-Proj.No:730(ward 10)/2025-26:Thrikkakara Mun:-Construction of side protection wall for nedumkulangaramala-Panakkalodithazham bye road reach-1-General Civil Work
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