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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.9 CrAccepted-AOC HIG 25 80 FEET ROAD ARINGAR ANNA NAGAR MADURAI 625 020 | MADURAI | TAMIL NADU | 625020 | ₹9.9 Cr Quoted ₹10.5 Cr | L1 | Accepted-AOC lowest quoted bidder |
| 2 | L2₹10.7 Cr+₹20.9 L (2.00%)Rejected-Finance 33 GURU ILLAM V T PANDIAN NAGAR 4TH STREET KARIAPATTI 626 106 | VIRUDHUNAGAR | TAMIL NADU | 626106 | ₹10.7 Cr+₹20.9 L (2.00%) | L2 | Rejected-Finance Rejected |
| 3 | L3₹10.9 Cr+₹39.6 L (3.79%)Rejected-Finance 2 10 SIVAGANGAI MAIN ROAD VARICHIYUR POST MADURAI 20 | MADURAI | TAMIL NADU | 625001 | ₹10.9 Cr+₹39.6 L (3.79%) | L3 | Rejected-Finance Rejected |
| Sl No | Description | Qty | Unit | R.R.CONSTRUCTIONS L2 | Suganya Constructions L1 | M/S.S.K.CONSTRUCTIONS L3 |
|---|---|---|---|---|---|---|
| .10Bridge | ||||||
| 1.00 | Earth work excavation in all classes of soil, 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 and forming protective bunds wherever necessary, etc., complete as per relevant standard specification, for DRESSING THE BED UPTO LOWEST BED LEVEL . | 500 | Cum | 140 ₹70,000 | 139.8 ₹69,900 Lowest | 144 ₹72,000 |
| 2.00 | Earthwork excavation in all classes of soils and depositing on bank with all leads and lifts, including cost of all labour, equipments and all incidental charges such as bailing out water, providing and maintaining necessary cofferdams, sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps, grubs 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 UNDER ABUTMENTS, RETURN WALLS AND PIERS as per section 300 of MoRT&H Specifications (V Revision) | 3,765.91 | Cum | 500 ₹18,82,956 Lowest | 507 ₹19,09,317.38 | 522 ₹19,65,806.06 |
| 3.00 | Compacted Cement Concrete of Grade M15 (Nominal Mix), using 40mm ISS HBG metal including cost and conveyance of all materials to site including cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specification for LEVELLING COURSE UNDER FOOTINGS as per section 2100 of MoRT&H Specifications (V Revision). | 76.12 | Cum | 8,000 ₹6,08,960 | 7,165 ₹5,45,399.8 Lowest | 7,367 ₹5,60,776.04 |
| 4.00 | Compacted Plain Cement Concrete M25 (Design mix) using 40 mm ISS size HBG metal including cost and conveyance of all materials to site and cost of cement at site including cost of formwork, potable 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, RETURN WALLS AND PIERS as per Sections 1500,1700 & 2100 of MoRT&(H) Specifications (Fifth Revision) | 786.96 | Cum | 10,000 ₹78,69,600 Lowest | 10,109 ₹79,55,378.64 | 10,395 ₹81,80,449.2 |
| 5.00 | Vibrated Cement Concrete of grade M25 (Design Mix) using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost of cement at site, including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants and including all other incidental charges etc., complete as per relevant standard specifications, for SUBSTRUCTURE OF ABUTMENTS, RETURNS, AND PIERS - BELOW SILL as per section 1500, 1700 & 2200 of MoRT&H Specifications (V Revision). | 422.36 | Cum | 11,000 ₹46,45,982 Lowest | 11,227 ₹47,41,858.17 | 11,545 ₹48,76,169.29 |
| 6.00 | Vibrated Cement Concrete of grade M25 Design Mix using 40mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and including all other incidental charges etc; complete as per relevant standard specifications, for SUBSTRUCTURE OF ABUTMENTS, WINGS, AND PIERS - ABOVE SILL LEVEL. | 611.76 | Cum | 12,000 ₹73,41,156 Lowest | 12,159 ₹74,38,426.32 | 12,504 ₹76,49,484.55 |
| 7.00 | Vibrated Reinforced Cement Concrete of grade M30 (Design mix) using 20mm ISS HBG graded metal including cost and conveyance of all materials to site, including cost of cement at site, including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants including all other incidental charges etc., complete as per relevant standard specifications, for DIRT WALL CUM BED BLOCK OVER ABUTMENTS AND BED BLOCK OVER PIERS as per section 1500, 1700 & 2200 of MoRT&H Specifications (V Revision) | 31.06 | Cum | 14,000 ₹4,34,882 Lowest | 14,430 ₹4,48,239.09 | 14,839 ₹4,60,943.86 |
| 8.00 | Providing weep holes with Class 1 PVC pipes of 100 mm dia of required lengths for abutments and return walls including costs and conveyance of all materials to work site and labour charges for fixing , etc., complete to drain from the backfill as per Appendix-8 of IRC: 78 (Part 1)-2024 & Section 2706 of MoRT&(H) Specifications (V Revision). | 172 | Rm | 200 ₹34,400 Lowest | 211 ₹36,292 | 217 ₹37,324 |
| 9.00 | Providing and fixing KRAFT PAPER for full width of seating of deck slab and including cost and conveyance to worksite, labour for fixing the same in correct position and all other incidental charges etc., complete. | 104.08 | Sqm | 125 ₹13,009.75 Lowest | 128.5 ₹13,374.02 | 132 ₹13,738.3 |
Tender Value
₹10.0 Cr
EMD Value
₹5.2 L
Closing Date
7 Feb 2026, 11:00 amClosed
SE HNRR TIRUNELVELI
Office of the SE H, NRR, AR line Road, Tirunelveli-2
Construction of High Level Bridge at km 0/8 of Athikulam - Ulakkudi road in lieu of existing Causeway
2026_HWAY_645653_1
TNNo.25.1/25-26/Ulakkudi
Open Tender
Civil Works - Bridges
Item Rate
365 days
Virudhunagar
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹5.2 L
Yes
25 Feb 2026
22 Jan 2026
7 Feb 2026
22 Jan 2026
7 Feb 2026
22 Jan 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 0.1 | Bridge | - | - | - | - |
| 1Earth work excavation in all classes of soil, 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 and forming protective bunds wherever necessary, etc., complete as per relevant standard specification, for DRESSING THE BED UPTO LOWEST BED LEVEL . | |||||
| 2 | Earthwork excavation in all classes of soils and depositing on bank with all leads and lifts, including cost of all labour, equipments and all incidental charges such as bailing out water, providing and maintaining necessary cofferdams, sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps, grubs 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 UNDER ABUTMENTS, RETURN WALLS AND PIERS as per section 300 of MoRT&H Specifications (V Revision) | 0.8 | Cum | - | - |
| 3Compacted Cement Concrete of Grade M15 (Nominal Mix), using 40mm ISS HBG metal including cost and conveyance of all materials to site including cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specification for LEVELLING COURSE UNDER FOOTINGS as per section 2100 of MoRT&H Specifications (V Revision). | |||||
| 4Compacted Plain Cement Concrete M25 (Design mix) using 40 mm ISS size HBG metal including cost and conveyance of all materials to site and cost of cement at site including cost of formwork, potable 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, RETURN WALLS AND PIERS as per Sections 1500,1700 & 2100 of MoRT&(H) Specifications (Fifth Revision) | |||||
| 5 | Vibrated Cement Concrete of grade M25 (Design Mix) using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost of cement at site, including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants and including all other incidental charges etc., complete as per relevant standard specifications, for SUBSTRUCTURE OF ABUTMENTS, RETURNS, AND PIERS - BELOW SILL as per section 1500, 1700 & 2200 of MoRT&H Specifications (V Revision). | 0.8 | Cum | - | - |
| 6 | Vibrated Cement Concrete of grade M25 Design Mix using 40mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and including all other incidental charges etc; complete as per relevant standard specifications, for SUBSTRUCTURE OF ABUTMENTS, WINGS, AND PIERS - ABOVE SILL LEVEL. | 0.2 | Cum | - | - |
| 7 | Vibrated Reinforced Cement Concrete of grade M30 (Design mix) using 20mm ISS HBG graded metal including cost and conveyance of all materials to site, including cost of cement at site, including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants including all other incidental charges etc., complete as per relevant standard specifications, for DIRT WALL CUM BED BLOCK OVER ABUTMENTS AND BED BLOCK OVER PIERS as per section 1500, 1700 & 2200 of MoRT&H Specifications (V Revision) | 1 | Cum | - | - |
| 8Providing weep holes with Class 1 PVC pipes of 100 mm dia of required lengths for abutments and return walls including costs and conveyance of all materials to work site and labour charges for fixing , etc., complete to drain from the backfill as per Appendix-8 of IRC: 78 (Part 1)-2024 & Section 2706 of MoRT&(H) Specifications (V Revision). | |||||
| 9 | Providing and fixing KRAFT PAPER for full width of seating of deck slab and including cost and conveyance to worksite, labour for fixing the same in correct position and all other incidental charges etc., complete. | 0.2 | Sqm | - | - |
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