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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.1 LAdmitted-Fee/PreQual/Technical/Finance | ₹4.1 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹4.6 L+₹53,707.50 (13.2%)Admitted-Fee/PreQual/Technical/Finance | ₹4.6 L+₹53,707.50 (13.2%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹4.6 L+₹55,387.29 (13.7%)Admitted-Fee/PreQual/Technical/Finance | ₹4.6 L+₹55,387.29 (13.7%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹4.8 L+₹73,105.73 (18.0%)Admitted-Fee/PreQual/Technical/Finance | ₹4.8 L+₹73,105.73 (18.0%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹5.0 L+₹90,285.29 (22.3%)Admitted-Fee/PreQual/Technical/Finance | ₹5.0 L+₹90,285.29 (22.3%) | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | SHINE P L1 | MARTIN VARGHESE L2 | BIYAMOL CONSTRUCTION L5 | BALU B L3 | SUMESH S L4 |
|---|---|---|---|---|---|---|---|---|
| 1.00RETAINING 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 | 23.1 | cum | 700 ₹16,170 Lowest | 750 ₹17,325 | 848.87 ₹19,608.9 | 789 ₹18,225.9 | 809 ₹18,687.9 |
| 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. | 75.08 | cum | 5,000 ₹3,75,375 Lowest | 5,700 ₹4,27,927.5 | 6,171.9 ₹4,63,355.39 | 5,737.7 ₹4,30,757.83 | 5,961 ₹4,47,522.08 |
| 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) | 1.57 | cum | 9,000 ₹14,175 | 9,000 ₹14,175 | 8,280 ₹13,041 | 7,697.5 ₹12,123.56 Lowest | 8,010 ₹12,615.75 |
Tender Value
₹5.5 L
EMD Value
₹13,758
Closing Date
15 Sept 2026, 3:00 pmClosed
Assistant Engineer,
Assistant Engineer, O/o The Assistant Engineer, LSGD Section, Cheruthana Grama Panchayath
CHERUTHANA GP PROJECT NO 120 Rennovation of Madathil Bhagavathi kshetram road
2026_LSGD_866622_1
08/AE/26-27
Open Tender
Civil Works - Roads
Item Rate
180 days
CHERUTHANA
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,215
Yes
₹13,758
Yes
17 Sept 2026
7 Sept 2026
16 Sept 2026
7 Sept 2026
15 Sept 2026
7 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1RETAINING 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 | 23.1 | cum | - | - |
| 1.002 | 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. | 75.08 | 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) | 1.58 | cum | - | - |
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