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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.3 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | SATHEESH CHANDRAN L1 |
|---|---|---|---|---|
| 1.00culvert | ||||
| 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 | 21.84 | cum | 941.83 ₹20,569.57 Lowest |
| 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 | 0.84 | cum | 9,001.46 ₹7,561.23 Lowest |
| 1.00 | 12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m III. R.C.C grade M 20 | 2.62 | cum | 10,457.41 ₹27,450.7 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 | 2.1 | cum | 9,887.04 ₹20,762.78 Lowest |
| 1.00 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 6.96 | cum | 8,796.86 ₹61,190.96 Lowest |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.65 | tonne | 1,00,437.31 ₹65,686 Lowest |
| 1.01 | 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) | 2.36 | cum | 9,186.73 ₹21,662.31 Lowest |
| 1.01 | OD476488/2025-2026:Filling with Quarry Muck Filling up low lying and water logged areas areas with quarry muck,
spreading in layers, levelling the top at site and consolidation by smooth wheeled roller, etc
complete for improving the CBR value of subgrade. | 3 | cum | 947.54 ₹2,842.62 Lowest |
| 1.01 | 3.4:Construction of Embankment with Material Obtained from Borrow Pits <br> Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | 7.14 | cum | 658.77 ₹4,703.62 Lowest |
Tender Value
₹2.3 L
EMD Value
₹5,811
Closing Date
24 Sept 2026, 1:45 pmClosed
Assistant Engineer
Office of Assistant Engineer, LSGD Section, Vakathanam Grama Panchayat
Annual Plan-371/VKM/25-26 Disaster Management - Construction of a culvert on the Mananthanam-Peruvelipalam road to prevent water flow obstruction near the Kodoorarvalli stream-Vakathanam GP-General Civil Work (Retender)
2026_LSGD_863842_10
01/AE/LSGD/VKM/26-27/E-TENDER
Open Tender
Civil Works - Others
Item Rate
Vakathanam GP
Please refer Tender documents.
10 documents required · 10 mandatory
₹555
Yes
₹5,811
Yes
14 Oct 2026
14 Sept 2026
24 Sept 2026
14 Sept 2026
24 Sept 2026
14 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1culvert | |||||
| 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 | 21.84 | 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 | 0.84 | cum | - | - |
| 1.003 | 12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m III. R.C.C grade M 20 | 2.63 | cum | - | - |
| 1.004 | 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 | 2.1 | cum | - | - |
| 1.005 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 6.96 | cum | - | - |
| 1.006 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.65 | tonne | - | - |
| 1.007 | 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) | 2.36 | cum | - | - |
| 1.008 | OD476488/2025-2026:Filling with Quarry Muck Filling up low lying and water logged areas areas with quarry muck,
spreading in layers, levelling the top at site and consolidation by smooth wheeled roller, etc
complete for improving the CBR value of subgrade. | 3 | cum | - | - |
| 1.009 | 3.4:Construction of Embankment with Material Obtained from Borrow Pits <br> Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | 7.14 | cum | - | - |
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