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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.4 LAccepted-AOC VGP 2023 24 GENERAL CIVIL WORK | FARIDABAD | HARYANA | 121004 | ₹4.4 L | L1 | Accepted-AOC L1 |
| 2 | L2₹4.6 L+₹15,924.10 (3.61%)Rejected-AOC | ₹4.6 L+₹15,924.10 (3.61%) | L2 | Rejected-AOC L2 |
| 3 | L3₹4.7 L+₹24,518.21 (5.56%)Rejected-Finance | ₹4.7 L+₹24,518.21 (5.56%) | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | SARCO L3 | KURIAN K VARGHESE L1 | PRASAD K N L2 |
|---|---|---|---|---|---|---|
| 1.00Side protection wall | ||||||
| 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 | 24.8 | cum | 750 ₹18,600 | 657.21 ₹16,298.81 Lowest | 681.03 ₹16,889.54 |
| 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. | 76.94 | cum | 5,200 ₹4,00,072.4 | 4,778.37 ₹3,67,633.45 Lowest | 4,950.97 ₹3,80,912.78 |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.35 | tonne | 9,000 ₹3,159 Lowest | 70,085.15 ₹24,599.89 | 72,616.21 ₹25,488.29 |
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 32.5 | cum | 50 ₹1,625 | 46.64 ₹1,515.8 Lowest | 48 ₹1,560 |
| 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) | 4.5 | cum | 8,700 ₹39,158.7 | 6,410.5 ₹28,853.66 Lowest | 6,642.03 ₹29,895.78 |
| 1.01 | OD481067/2025-2026:Providing nameboard | 1 | each | 3,000 ₹3,000 | 2,195.28 ₹2,195.28 Lowest | 2,274.6 ₹2,274.6 |
Tender Value
₹6.3 L
EMD Value
₹15,803
Closing Date
24 Mar 2026, 6:00 pmClosed
ARYA SANKAR M S
O/O AEE RANNI SUB DIVISION RANNI
Vattarkayam Nagar Protection wall construction Angadi GP-Ranni BP SC Corpus Fund
2026_LSGD_847325_4
06/2025/AE/LIDEW/RNIBP/I PHASE
Open Tender
Civil Works - Roads
Item Rate
RANNI BLOCK PANCHAYAT
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,395
Yes
₹15,803
Yes
17 Sept 2026
13 Mar 2026
25 Mar 2026
13 Mar 2026
24 Mar 2026
13 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Side protection wall | |||||
| 1.001 | 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 | 24.8 | 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. | 76.94 | cum | - | - |
| 1.003 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.35 | tonne | - | - |
| 1.004 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 32.5 | cum | - | - |
| 1.005 | 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) | 4.5 | cum | - | - |
| 1.006 | OD481067/2025-2026:Providing nameboard | 1 | each | - | - |
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