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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.2 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical | - | Rejected-Technical L2 | |
| 3 | Rejected-Technical | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | AJU K A L2 | Vadakkedathu Constructions L1 | REJI B MATHEW L3 |
|---|---|---|---|---|---|---|
| 1.00ROAD PROTECTION | ||||||
| 1.00 | 11.1.1.1:Excavation for Structures <br> 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. <br> I. Ordinary soil <br> (i) Upto 3 m depth | 18.83 | cum | 915.83 ₹17,245.08 | 894.7 ₹16,847.2 Lowest | 999 ₹18,811.17 |
| 1.00 | 75.7.1:DRY RUBBLE MASONRY with hard stone, including 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. | 40.17 | cum | 6,658.77 ₹2,67,482.79 | 6,405.35 ₹2,57,302.91 Lowest | 7,500 ₹3,01,275 |
| 1.00 | OD505800/2025-2026:
OD203569/2023-2024
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. | 36.86 | cum | 416.26 ₹15,343.34 | 406.7 ₹14,990.96 Lowest | 1,500 ₹55,290 |
| 1.00 | OD505817/2025-2026:Mord: Filling up low laying and water logged areas with local material/ quarry muck, spreading in layers, levelling the top at site and consolidation by ramming,etc complete for improving the CBR value of subgrade Material M | 5.38 | cum | 921.38 ₹4,957.02 | 900.15 ₹4,842.81 Lowest | 1,599 ₹8,602.62 |
| 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) | 2.69 | cum | 8,933.17 ₹24,030.23 | 8,727.4 ₹23,476.71 Lowest | 9,999 ₹26,897.31 |
Tender Value
₹3.4 L
EMD Value
₹8,460
Closing Date
5 Mar 2026, 6:00 pmClosed
ASSISTANT ENGINEER KALLOOPPARA GP
ASSISTANT ENGINEER KALLOOPPARA GP
Maintenance of Manaladickal Kuttisserpadi Road ward 11 Annual plan 2025- 26 ,Kallooppara GP-216/25-26
2026_LSGD_841214_1
216/25-26
Open Tender
Civil Works - Roads
Item Rate
180 days
Kallooppara GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹750
Yes
₹8,460
Yes
9 Jun 2026
26 Feb 2026
7 Mar 2026
26 Feb 2026
5 Mar 2026
26 Feb 2026
ROAD PROTECTION
11.1.1.1:Excavation for Structures <br> 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. <br> I. Ordinary soil <br> (i) Upto 3 m depth
75.7.1:DRY RUBBLE MASONRY with hard stone, including 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.
OD505800/2025-2026: OD203569/2023-2024 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.
OD505817/2025-2026:Mord: Filling up low laying and water logged areas with local material/ quarry muck, spreading in layers, levelling the top at site and consolidation by ramming,etc complete for improving the CBR value of subgrade Material M
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)
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