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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.5 LAdmitted-Fee/PreQual/Technical/Finance | ₹3.5 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹3.8 L+₹22,924.98 (6.50%)Admitted-Fee/PreQual/Technical/Finance | ₹3.8 L+₹22,924.98 (6.50%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹4.1 L+₹60,593.27 (17.2%)Admitted-Fee/PreQual/Technical/Finance | ₹4.1 L+₹60,593.27 (17.2%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹4.3 L+₹72,712.26 (20.6%)Admitted-Fee/PreQual/Technical/Finance | ₹4.3 L+₹72,712.26 (20.6%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹4.3 L+₹73,685.03 (20.9%)Admitted-Fee/PreQual/Technical/Finance | ₹4.3 L+₹73,685.03 (20.9%) | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | SAMSON SAMUEL L5 | SHANAVAS PARAYIL L3 | PRABHAKARAN L L4 | TRAVANCORE LABOUR CONTRACT COOPERATIVE SOCIETY L2 | JOY SAMUEL L6 | VIPIN RAJ, K L1 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00Road maintenance | |||||||||
| 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 | 17.8 | cum | 791 ₹14,081.38 | 766.83 ₹13,651.11 | 750 ₹13,351.5 | 740 ₹13,173.48 | 850 ₹15,131.7 | 650 ₹11,571.3 Lowest |
| 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. | 62.31 | cum | 5,752 ₹3,58,389.86 | 5,575.45 ₹3,47,389.56 | 5,780 ₹3,60,134.46 | 5,000 ₹3,11,535 | 5,800 ₹3,61,380.6 | 4,700 ₹2,92,842.9 Lowest |
| 1.00 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20 | 3.48 | cum | 8,305 ₹28,926.32 | 8,050.02 ₹28,038.22 | 8,000 ₹27,864 | 7,800 ₹27,167.4 | 8,500 ₹29,605.5 | 7,200 ₹25,077.6 Lowest |
| 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 | 0.2 | tonne | 84,779 ₹17,379.7 | 82,174.05 ₹16,845.68 | 78,500 ₹16,092.5 | 76,500 ₹15,682.5 Lowest | 85,600 ₹17,548 | 80,000 ₹16,400 |
| 1.00 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 0.97 | cum | 8,026 ₹7,769.17 | 7,779.03 ₹7,530.1 | 8,400 ₹8,131.2 | 8,500 ₹8,228 | 8,500 ₹8,228 | 7,200 ₹6,969.6 Lowest |
Tender Value
₹5.1 L
EMD Value
₹12,695
Closing Date
19 Sept 2026, 6:00 pmClosed
Vinod Kumar V
Assistant Engineer KUNNATHURGP
Annual Plan-Pro.no.59/2026-27 KUNNATHUR GP-KOYIKKALARIKATHU PALLEKKATTU KALARI ROAD PROTECTION WALL-General Civil Work
2026_LSGD_868536_3
1(b)AE/LIDEW/KNR/26-27
Open Tender
Civil Works - Roads
Item Rate
180 days
kunnathur
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,120
Yes
₹12,695
Yes
22 Sept 2026
11 Sept 2026
22 Sept 2026
11 Sept 2026
19 Sept 2026
11 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road maintenance | |||||
| 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 | 17.8 | 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. | 62.31 | cum | - | - |
| 1.003 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20 | 3.48 | cum | - | - |
| 1.004 | 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 | 0.21 | tonne | - | - |
| 1.005 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 0.97 | cum | - | - |
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