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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹4.4 LAccepted-Finance | ₹4.4 L | 1 | Accepted-Finance L1 |
| 2 | 2₹4.0 L−₹43,237.80 (9.84%)Accepted-Finance | ₹4.0 L−₹43,237.80 (9.84%) | 2 | Accepted-Finance L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L4 |
| 4 | Rejected-Technical | - | - | Rejected-Technical L5 |
| 5 | Rejected-Technical | - | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | BALAJI CONSTRUCTION L1 | NERIAHTECHNOLOGIES AND SYSTEMS L4 | SAJAN DANIEL L5 | Ezhukone LCCS Ltd No Q1495 L6 | RAJU CHACKO L2 | JOY SAMUEL L3 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00Construction of 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 | 32.4 | cum | 733 ₹23,749.2 Lowest | 752 ₹24,364.8 | 800 ₹25,920 | 813 ₹26,341.2 | 771 ₹24,980.4 | 795 ₹25,758 |
| 1.00 | OD58737/2026-2027:DRY RUBBLE MASONRY with hard stone, without Through/Bond stone in foundation and
superstructure including packing to compactness to lines and levels, cost and conveyance of all
materials labour charges etc. complete as per approved drawing and relevant technical
specifications. | 72.9 | cum | 4,821 ₹3,51,450.9 Lowest | 5,300 ₹3,86,370 | 5,300 ₹3,86,370 | 5,347 ₹3,89,796.3 | 4,910 ₹3,57,939 | 5,223 ₹3,80,756.7 |
| 1.00 | 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) | 2.02 | cum | 7,161 ₹14,501.03 | 7,074 ₹14,324.85 | 8,500 ₹17,212.5 | 7,945 ₹16,088.63 | 4,380 ₹8,869.5 Lowest | 7,762 ₹15,718.05 |
| 1.00 | OD50620/2026-2027:50.2.26.1 Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge. | 15.84 | cum | 408 ₹6,462.72 | 400 ₹6,336 | 345 ₹5,464.8 Lowest | 453 ₹7,175.52 | 400 ₹6,336 | 442 ₹7,001.28 |
Tender Value
₹5.1 L
EMD Value
₹12,703
Closing Date
23 Jun 2026, 9:00 amClosed
ASSISTANT ENGINEER
OFFICE OF THE ASSISTANT ENGINEER KOTTARAKKARA MUNCIPALITY
18Genaral Work- Annual Plan- Pro.No- 445/2025-26- Construction of Protection wall at Melevila Muttathukonam Ela Road
2026_LSGD_854945_19
01
Open Tender
Civil Works - Roads
Item Rate
KOTTARAKKARA
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,120
₹12,703
Yes
6 Jul 2026
15 Jun 2026
24 Jun 2026
15 Jun 2026
23 Jun 2026
15 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Construction of Protection wall | |||||
| 1.001 | 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 | 1 | cum | - | - |
| 1.002 | OD58737/2026-2027:DRY RUBBLE MASONRY with hard stone, without Through/Bond stone in foundation and
superstructure including packing to compactness to lines and levels, cost and conveyance of all
materials labour charges etc. complete as per approved drawing and relevant technical
specifications. | - | cum | - | - |
| 1.003 | 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) | 1 | cum | - | - |
| 1.004 | OD50620/2026-2027:50.2.26.1 Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge. | 1 | cum | - | - |
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