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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹5.7 CrAccepted-AOC CHENNAI | CHENNAI | TAMIL NADU | 600001 | ₹5.7 Cr Quoted ₹5.9 Cr | 1 | Accepted-AOC AWARD OF CONTRACT |
| 2 | 2₹6.0 Cr+₹8.2 L (1.39%)Rejected-Finance NO 311 JAWAHARLAL NEHRU STREET POONDHOTTAM TINDIVANAM 604001 | VILLUPURAM | TAMIL NADU | 604001 | ₹6.0 Cr+₹8.2 L (1.39%) | 2 | Rejected-Finance Highest bidder (L2) |
| 3 | 3₹6.1 Cr+₹17.6 L (2.97%)Rejected-Finance | ₹6.1 Cr+₹17.6 L (2.97%) | 3 | Rejected-Finance Highest bidder (L3) |
| Sl No | Description | Qty | Unit | THULASI CONSTRUCTIONS L2 | TSR Builder L3 | Gopi S L1 |
|---|---|---|---|---|---|---|
| 1.00 | Earth work excavation in all classes of soils and depositing on bank, with all leads and lifts as per SS20B, including all other incidental charges such as bailing out water, shoring, strutting, walling & forming protective bunds wherever necessary etc., complete, as per relevant standard specifation for DRESSING THE BED UPTO SILL. | 600 | Cubic Metre | 137.17 ₹82,302 Lowest | 139.8 ₹83,880 | 141.12 ₹84,672 |
| 2.00 | Earth work excavation in all classes in rock not requiring blasting (SDR weathered rock, Soft rock) and depositing on bank, with all leads and lifts, Including cost of all labour, equipments and all other incidental charges such as bailing out water, providing and maintaining necessary cofferdams, sheeting, shoring, bracing, and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming bottom of excavation backfilling and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification, for FOUNDATION - FOOTING UNDER ABUTMENTS & PIERS as per Section 300 of MoRT&(H) Specifications (Fifth Revision). | 1,014 | Cubic Metre | 631.82 ₹6,40,665.48 Lowest | 643.97 ₹6,52,985.58 | 650.05 ₹6,59,150.7 |
| 3.00 | Earth work excavation in rock requiring blasting (Hard rock) and depositing on bank, with all leads and lifts, Including cost of all labour, equipments and all other incidental charges such as bailing out water, providing and maintaining necessary cofferdams, sheeting, shoring, bracing, and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming bottom of excavation backfilling and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification, for FOUNDATION - FOOTING UNDER ABUTMENTS & PIERS as per Section 300 of MoRT&(H) Specifications (V Revision). | 223 | Cubic Metre | 2,115.25 ₹4,71,700.75 Lowest | 2,155.92 ₹4,80,770.16 | 2,176.26 ₹4,85,305.98 |
| 4.00 | Benching of hard rock, upto an average 10cm depth, cleaning of any loose materials and levelling with a layer of concrete of same grade as that of the foundation to provide an even sruface, including labour etc, complete as per relevant standard specification for FOUNDATION as per section 2100 of MoRT&(H) Specifications (V Revision). | 128 | Square meter | 938.86 ₹1,20,174.08 Lowest | 956.92 ₹1,22,485.76 | 965.94 ₹1,23,640.32 |
| 5.00 | Providing Dowel bars, 25mm dia. In Fe500D grade including cost and conveyance of all materials to work site, drilling 40mm holes in rock and grouting the same with approved epoxy resin and hardener in 1:1 after placing the dowel bars etc. complete in Foundation | 206 | Rm | 1,031.45 ₹2,12,478.7 Lowest | 1,051.29 ₹2,16,565.74 | 1,061.2 ₹2,18,607.2 |
| 6.00 | Compacted Cement Concrete of grade M10 (Nominal mix) 1:3:6 using 40mm ISS size HBG graded metal, including cost and conveyance of all materials to site and cost of cement at site including potable water, labour charges for mixing, transporting, laying compacting, curing concrete, Tools and Plants and incidental charges such as bailing out water, maintaining protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification, for LEVELLING COURSE BELOW FOOTINGS as per Sections 2100 of MoRT&(H) Specifications (Fifth Revision). | 18 | cubic meter | 5,937.03 ₹1,06,866.54 Lowest | 6,051.2 ₹1,08,921.6 | 6,108.29 ₹1,09,949.22 |
| 7.00 | Vibrated Reinforced cement concrete of grade M35 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials to site excluding cost of steel but including cost of formwork, soft water, labour charges for mixing, transporting, laying, curing concrete, working at depths, hire charges for tools and plants including all other incidental charges such as bailing out water, maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specification for FOOTING UNDER ABUTMENTS AND RETURN WALLS as per Section 1500 1700 & 2100 of MoRT&(H) Specifications (Fifth Revision). | 175 | cubic meter | 10,113.55 ₹17,69,871.25 Lowest | 10,308.04 ₹18,03,907 | 10,405.29 ₹18,20,925.75 |
| 8.00 | Vibrated Reinforced cement concrete of grade M35 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials to site excluding cost of steel but including cost of formwork, soft water, labour charges for mixing, transporting, laying, curing concrete, working at depths, hire charges for tools and plants including all other incidental charges such as bailing out water, maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specification for FOOTING UNDER PIERS as per Section 1500, 1700 & 2100 of MoRT&(H) Specifications (Fifth Revision). | 129 | cubic meter | 10,148.24 ₹13,09,122.96 Lowest | 10,343.4 ₹13,34,298.6 | 10,440.97 ₹13,46,885.13 |
| 9.00 | Compacted Plain Cement concrete M15 (Nominal mix) 1:2:4 using 40mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site including potable water, labour charges for mixing transporting, laying and curing concrete, etc., complete as per relevant standard specification, for FILLING THE TRENCHES AROUND FOOTINGS UPTO ROCK LEVEL as per section 2101.3 of MORT&H Specifications (Fifth Revision). | 287 | cubic meter | 6,630.83 ₹19,03,048.21 Lowest | 6,758.35 ₹19,39,646.45 | 6,822.11 ₹19,57,945.57 |
| 10.00 | Vibrated Reinforced cement concrete of grade M35 (Design mix) using 20 mm ISS size HBG graded metal including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel but including cost of formwork, labour charges for mixing, transporting, laying, curing concrete, working at heights, and hire charges for Tools and Plants including all other incidental charges etc complete for ABUTMENT AND RETURN WALL SUBSTRUTURE Below Sill as per Section 1500, 1700 & 2200 of MoRT&(H) Specifications (Fifth Revision). | 64.2 | cubic meter | 11,661.3 ₹7,48,655.46 | 11,885.56 ₹7,63,052.95 | 11,437.05 ₹7,34,258.61 Lowest |
Tender Value
₹5.8 Cr
EMD Value
₹3.0 L
Closing Date
10 Feb 2026, 12:00 pmClosed
Superintending Engineer (H) N and RR Chengalpattu
No.B48, Alagesan nagar, Chengalpattu
Construction of High level bridge at Km.2/10 of Kodiyam-Ammanampakkam Road in lieu of Existing causeway
2026_HWAY_645431_1
TN.No.41 / SI.No.01 / 2025-2026 / SDO
Open Tender
Civil Works - Bridges
Item Rate
365 days
Villupuram
Please refer Tender documents.
16 documents required · 16 mandatory
₹0
₹3.0 L
O/o the SE (H) N and RR Chengalpattu
12 Mar 2026
23 Jan 2026
10 Feb 2026
23 Jan 2026
10 Feb 2026
23 Jan 2026
2 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work excavation in all classes of soils and depositing on bank, with all leads and lifts as per SS20B, including all other incidental charges such as bailing out water, shoring, strutting, walling & forming protective bunds wherever necessary etc., complete, as per relevant standard specifation for DRESSING THE BED UPTO SILL. | 600 | Cubic Metre | - | - |
| - | Earth work excavation in all classes in rock not requiring blasting (SDR weathered rock, Soft rock) and depositing on bank, with all leads and lifts, Including cost of all labour, equipments and all other incidental charges such as bailing out water, providing and maintaining necessary cofferdams, sheeting, shoring, bracing, and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming bottom of excavation backfilling and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification, for FOUNDATION - FOOTING UNDER ABUTMENTS & PIERS as per Section 300 of MoRT&(H) Specifications (Fifth Revision). | 1,014 | Cubic Metre | - | - |
| - | Earth work excavation in rock requiring blasting (Hard rock) and depositing on bank, with all leads and lifts, Including cost of all labour, equipments and all other incidental charges such as bailing out water, providing and maintaining necessary cofferdams, sheeting, shoring, bracing, and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming bottom of excavation backfilling and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification, for FOUNDATION - FOOTING UNDER ABUTMENTS & PIERS as per Section 300 of MoRT&(H) Specifications (V Revision). | 223 | Cubic Metre | - | - |
| - | Benching of hard rock, upto an average 10cm depth, cleaning of any loose materials and levelling with a layer of concrete of same grade as that of the foundation to provide an even sruface, including labour etc, complete as per relevant standard specification for FOUNDATION as per section 2100 of MoRT&(H) Specifications (V Revision). | 128 | Square meter | - | - |
| - | Providing Dowel bars, 25mm dia. In Fe500D grade including cost and conveyance of all materials to work site, drilling 40mm holes in rock and grouting the same with approved epoxy resin and hardener in 1:1 after placing the dowel bars etc. complete in Foundation | 206 | Rm | - | - |
| - | Compacted Cement Concrete of grade M10 (Nominal mix) 1:3:6 using 40mm ISS size HBG graded metal, including cost and conveyance of all materials to site and cost of cement at site including potable water, labour charges for mixing, transporting, laying compacting, curing concrete, Tools and Plants and incidental charges such as bailing out water, maintaining protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification, for LEVELLING COURSE BELOW FOOTINGS as per Sections 2100 of MoRT&(H) Specifications (Fifth Revision). | 18 | cubic meter | - | - |
| - | Vibrated Reinforced cement concrete of grade M35 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials to site excluding cost of steel but including cost of formwork, soft water, labour charges for mixing, transporting, laying, curing concrete, working at depths, hire charges for tools and plants including all other incidental charges such as bailing out water, maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specification for FOOTING UNDER ABUTMENTS AND RETURN WALLS as per Section 1500 1700 & 2100 of MoRT&(H) Specifications (Fifth Revision). | 175 | cubic meter | - | - |
| - | Vibrated Reinforced cement concrete of grade M35 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials to site excluding cost of steel but including cost of formwork, soft water, labour charges for mixing, transporting, laying, curing concrete, working at depths, hire charges for tools and plants including all other incidental charges such as bailing out water, maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specification for FOOTING UNDER PIERS as per Section 1500, 1700 & 2100 of MoRT&(H) Specifications (Fifth Revision). | 129 | cubic meter | - | - |
| - | Compacted Plain Cement concrete M15 (Nominal mix) 1:2:4 using 40mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site including potable water, labour charges for mixing transporting, laying and curing concrete, etc., complete as per relevant standard specification, for FILLING THE TRENCHES AROUND FOOTINGS UPTO ROCK LEVEL as per section 2101.3 of MORT&H Specifications (Fifth Revision). | 287 | cubic meter | - | - |
| - | Vibrated Reinforced cement concrete of grade M35 (Design mix) using 20 mm ISS size HBG graded metal including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel but including cost of formwork, labour charges for mixing, transporting, laying, curing concrete, working at heights, and hire charges for Tools and Plants including all other incidental charges etc complete for ABUTMENT AND RETURN WALL SUBSTRUTURE Below Sill as per Section 1500, 1700 & 2200 of MoRT&(H) Specifications (Fifth Revision). | 64.2 | cubic meter | - | - |
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