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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.6 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹5.9 L+₹35,583.06 (6.38%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹6.0 L+₹42,663.03 (7.65%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | SATHISHKUMAR S L1 | AJAYAN M L3 | CHINNAPPAN A L2 |
|---|---|---|---|---|---|---|
| 1.00box culvert | ||||||
| 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 | 19.32 | cum | 885.32 ₹17,104.38 Lowest | 990 ₹19,126.8 | 941.83 ₹18,196.16 |
| 1.00 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | 1.92 | cum | 8,461.37 ₹16,245.83 Lowest | 9,050 ₹17,376 | 9,001.46 ₹17,282.8 |
| 1.00 | OD460685/2025-2026:Providing and fixing 16mm dia tor steel reinforcement ,complete,boring hole 20mm dia grouting etc complete | 50 | 1 nos | 489.54 ₹24,477 Lowest | 570 ₹28,500 | 520.79 ₹26,039.5 |
| 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) | 12.75 | cum | 8,980.96 ₹1,14,489.28 Lowest | 9,594 ₹1,22,304.31 | 9,554.21 ₹1,21,797.07 |
| 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 | 1.86 | tonne | 94,870.55 ₹1,76,364.35 Lowest | 1,00,980 ₹1,87,721.82 | 1,00,926.12 ₹1,87,621.66 |
| 1.01 | 13.1.1.1:Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 I. R.C.C grade M 20 (i) For nominal mix 1:2:4 | 2.4 | cum | 10,723.64 ₹25,736.74 Lowest | 11,468 ₹27,523.2 | 11,408.13 ₹27,379.51 |
| 2.00Road concrete | ||||||
| 2.00 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 42 | sqm | 15.05 ₹632.1 Lowest | 23 ₹966 | 16.01 ₹672.42 |
| 2.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material | 8.4 | cum | 3,137.61 ₹26,355.92 Lowest | 3,390 ₹28,476 | 3,337.88 ₹28,038.19 |
Tender Value
₹5.9 L
EMD Value
₹14,826
Closing Date
18 Jul 2026, 6:00 pmClosed
RAGI C N
Office of the Assistant Engineer, LIDEW Section, Vadakarapathy Grama Panchayat
Annual Plan-Annual Plan Pro.No-168/25-26 Thenamapathy Culvert Construction in Vadakarapathy GP-.-General Civil Work
2026_LSGD_859969_4
12/AE/LIDEW/VKPY/2026-27
Open Tender
Civil Works - Roads
Item Rate
120 days
Vadakarapathy Grama Panchayat
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,310
Yes
₹14,826
Yes
3 Oct 2026
10 Jul 2026
20 Jul 2026
10 Jul 2026
18 Jul 2026
10 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1box culvert | |||||
| 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 | - | cum | - | - |
| 1.002 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | - | cum | - | - |
| 1.003 | OD460685/2025-2026:Providing and fixing 16mm dia tor steel reinforcement ,complete,boring hole 20mm dia grouting etc complete | - | 1 nos | - | - |
| 1.004 | 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) | 1 | cum | - | - |
| 1.005 | 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 | - | tonne | - | - |
| 1.006 | 13.1.1.1:Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 I. R.C.C grade M 20 (i) For nominal mix 1:2:4 | 1 | cum | - | - |
| 2Road concrete | |||||
| 2.001 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | - | sqm | - | - |
| 2.002 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material | - | cum | - | - |
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