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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.8 CrAccepted-AOC | L1 | Accepted-AOC Lowest Value Quoted by M/s.N.R.M Ragavan Construction has been awarded the contract | |
| 2 | L2₹7.9 Cr+₹7.8 L (1.00%)Rejected-Finance | L2 | Rejected-Finance Comparatively Higher price | |
| 3 | L3₹8.1 Cr+₹23.5 L (3.00%)Rejected-Finance | L3 | Rejected-Finance Comparatively Higher price |
| Sl No | Description | Qty | Unit | S.NAGARAJAN L2 | N R M RAGHAVAN CONSTRUCTION L1 | Maruthamalai Constructions L3 |
|---|---|---|---|---|---|---|
| 1.00 | Earth work excavation in all classes of soil and depositing on bank with all leads and lifts as per SS 20B, including cost of all labour, equipments and all incidental charges such as bailing out water, providing and maintaining necessary coffer dams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation back filling and clearing the site and disposal of all surplus materilas etc.,complete, as per relevant standard specifation FOR DRESSING THE BED UPTO SILL LEVEL. | 1,090 | Cubic Metre | 133.21 ₹1,45,198.9 | 131.89 ₹1,43,760.1 Lowest | 135.85 ₹1,48,076.5 |
| 2.00 | Earth work excavation in all classes of soil and depositing on bank with all leads and lifts as per SS 20B, including cost of all labour, equipments and all incidental charges such as bailing out water, providing and maintaining necessary coffer dams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation back filling and clearing the site and disposal of all surplus materilas etc.,complete, as per relevant standard specifation, FOR FOUNDATION OF ABUTMENTS AND PIERS as per Section 300 of MoRT&H Specifications (V) Revision (including 600mm from the face of foundation for extra working space as per IS: 1200 (Part 1) - 1992 Cl:4.2.5.1) | 129 | Cubic Metre | 483.2 ₹62,332.8 | 478.42 ₹61,716.18 Lowest | 492.77 ₹63,567.33 |
| 3.00 | Earth work excavation in rock not requiring blasting (SDR & Weathered Rock) 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 coffer dams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation back filling and clearing the site and disposal of all surplus materilas etc.,complete, as per relevant standard specifation, FOR FOUNDATION OF ABUTMENTS AND PIERS as per Section 300 of MoRT&H Specifications (V Revision) (including 600mm from the face of foundation for extra working space as per IS: 1200 (Part 1) - 1992 Cl:4.2.5.1) | 2,064 | Cubic Metre | 613.6 ₹12,66,470.4 | 607.52 ₹12,53,921.28 Lowest | 625.75 ₹12,91,548 |
| 4.00 | Compacted plain Cement concrete of grade M15 (Nominal Mix) using 20mm ISS HBG 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 incidential charges such as bailing out water, maintaining protective bunds, coffer dams, shoring, structing etc., complete as per relevant statndard specification, FOR LEVELLING COURSE of 100mm THICKNESS, BELOW FOOTING UNDER ABUTMENTS & PIERS as per section 2100 of MoRT&H specification (V Revision) | 44.78 | Cubic Metre | 6,423 ₹2,87,621.94 | 6,359.41 ₹2,84,774.38 Lowest | 6,550.19 ₹2,93,317.51 |
| 5.00 | Vibrated Reinforced Cement Concrete M35 (Design mix) using 20mm 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 and 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 (V Revision) | 274.76 | Cubic Metre | 10,057.71 ₹27,63,456.4 | 9,958.13 ₹27,36,095.8 Lowest | 10,256.87 ₹28,18,177.6 |
| 6.00 | Vibrated Reinforced Cement Concrete M35 (Design mix) using 20mm 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 and 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 (V Revision) | 288.15 | Cubic Metre | 10,156.79 ₹29,26,679.04 | 10,056.23 ₹28,97,702.67 Lowest | 10,357.92 ₹29,84,634.65 |
| 7.00 | Vibrated Reinforced Cement Concrete M35 (Design mix) using 20mm ISS 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 and curing concrete, working at heights, hire charges for tools and plants including all other incidental charges etc.,complete FOR ABUTMENT AND RETURN WALL SUBSTRUCTURE as per section 1500, 1700 & 2200 of MoRT&H specifications (V Revision) | 236.81 | Cubic Metre | 12,606.07 ₹29,85,243.44 | 12,481.26 ₹29,55,687.18 Lowest | 12,855.7 ₹30,44,358.32 |
| 8.00 | Vibrated Reinforced Cement Concrete M35 (Design mix) using 20mm ISS 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 and curing concrete, working at heights, potable water, hire charges for tools and plants including all other incidental charges etc.,complete FOR BED BLOCK CUM DIRT WALL AND PEDESTAL OVER ABUTMENTS as per section 1500, 1700 & 2200 of MoRT&H specifications (V Revision) | 18.7 | Cubic Metre | 14,601.09 ₹2,73,040.38 | 14,456.52 ₹2,70,336.92 Lowest | 14,890.22 ₹2,78,447.11 |
| 9.00 | Vibrated Reinforced Cement Concrete M35 (Design mix) using 20mm ISS 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 and curing concrete, working at heights, potable water, hire charges for tools and plants including all other incidental charges etc.,complete FOR PIERS - 1800mm dia as per section 1500, 1700 & 2200 of MoRT&H specifications (V Revision) | 63.12 | Cubic Metre | 14,943.92 ₹9,43,260.23 | 14,795.96 ₹9,33,921 Lowest | 15,239.84 ₹9,61,938.7 |
| 10.00 | Vibrated Reinforced Cement Concrete M35 (Design mix) using 20mm ISS 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 and curing concrete, working at heights, potable water, hire charges for tools and plants including all other incidental charges etc.,complete FOR CAPPING BEAM AND PEDESTALS OVER PIERS as per section 1500, 1700 & 2200 of MoRT&H specifications (V Revision) | 100.9 | Cubic Metre | 12,348.65 ₹12,45,978.79 | 12,226.39 ₹12,33,642.75 Lowest | 12,593.18 ₹12,70,651.86 |
Tender Value
₹7.8 Cr
EMD Value
₹4.0 L
Closing Date
8 Jan 2026, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
SE(NH)Chennai
O/o of the Superintending Engineer (NH) Arumbakkam, Chennai-106
Construction of High Level Bridge at km 5/2 of Banvaram - Sendamangalam - Ganapathipuram Road (M-577) in lieu of existing causeway
2025_MoRTH_891125_1
TN.No.19/NH/2025-26/Dated 22.12.2025
Open Tender
Civil Works - Bridges
Item Rate
270 days
Banavaram
As per tender documents
5 documents required · 5 mandatory
₹17,700
As per Tender Documents
₹4.0 L
SE(NH)Chennai
6 Mar 2026
23 Dec 2025
9 Jan 2026
23 Dec 2025
8 Jan 2026
23 Dec 2025
23 Dec 2025 - 26 Dec 2025
26 Dec 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work excavation in all classes of soil and depositing on bank with all leads and lifts as per SS 20B, including cost of all labour, equipments and all incidental charges such as bailing out water, providing and maintaining necessary coffer dams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation back filling and clearing the site and disposal of all surplus materilas etc.,complete, as per relevant standard specifation FOR DRESSING THE BED UPTO SILL LEVEL. | 1,090 | Cubic Metre | - | - |
| 2 | Earth work excavation in all classes of soil and depositing on bank with all leads and lifts as per SS 20B, including cost of all labour, equipments and all incidental charges such as bailing out water, providing and maintaining necessary coffer dams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation back filling and clearing the site and disposal of all surplus materilas etc.,complete, as per relevant standard specifation, FOR FOUNDATION OF ABUTMENTS AND PIERS as per Section 300 of MoRT&H Specifications (V) Revision (including 600mm from the face of foundation for extra working space as per IS: 1200 (Part 1) - 1992 Cl:4.2.5.1) | 129 | Cubic Metre | - | - |
| 3 | Earth work excavation in rock not requiring blasting (SDR & Weathered Rock) 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 coffer dams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation back filling and clearing the site and disposal of all surplus materilas etc.,complete, as per relevant standard specifation, FOR FOUNDATION OF ABUTMENTS AND PIERS as per Section 300 of MoRT&H Specifications (V Revision) (including 600mm from the face of foundation for extra working space as per IS: 1200 (Part 1) - 1992 Cl:4.2.5.1) | 2,064 | Cubic Metre | - | - |
| 4 | Compacted plain Cement concrete of grade M15 (Nominal Mix) using 20mm ISS HBG 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 incidential charges such as bailing out water, maintaining protective bunds, coffer dams, shoring, structing etc., complete as per relevant statndard specification, FOR LEVELLING COURSE of 100mm THICKNESS, BELOW FOOTING UNDER ABUTMENTS & PIERS as per section 2100 of MoRT&H specification (V Revision) | 44.78 | Cubic Metre | - | - |
| 5 | Vibrated Reinforced Cement Concrete M35 (Design mix) using 20mm 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 and 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 (V Revision) | 274.76 | Cubic Metre | - | - |
| 6 | Vibrated Reinforced Cement Concrete M35 (Design mix) using 20mm 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 and 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 (V Revision) | 288.15 | Cubic Metre | - | - |
| 7 | Vibrated Reinforced Cement Concrete M35 (Design mix) using 20mm ISS 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 and curing concrete, working at heights, hire charges for tools and plants including all other incidental charges etc.,complete FOR ABUTMENT AND RETURN WALL SUBSTRUCTURE as per section 1500, 1700 & 2200 of MoRT&H specifications (V Revision) | 236.81 | Cubic Metre | - | - |
| 8 | Vibrated Reinforced Cement Concrete M35 (Design mix) using 20mm ISS 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 and curing concrete, working at heights, potable water, hire charges for tools and plants including all other incidental charges etc.,complete FOR BED BLOCK CUM DIRT WALL AND PEDESTAL OVER ABUTMENTS as per section 1500, 1700 & 2200 of MoRT&H specifications (V Revision) | 18.7 | Cubic Metre | - | - |
| 9 | Vibrated Reinforced Cement Concrete M35 (Design mix) using 20mm ISS 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 and curing concrete, working at heights, potable water, hire charges for tools and plants including all other incidental charges etc.,complete FOR PIERS - 1800mm dia as per section 1500, 1700 & 2200 of MoRT&H specifications (V Revision) | 63.12 | Cubic Metre | - | - |
| 10 | Vibrated Reinforced Cement Concrete M35 (Design mix) using 20mm ISS 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 and curing concrete, working at heights, potable water, hire charges for tools and plants including all other incidental charges etc.,complete FOR CAPPING BEAM AND PEDESTALS OVER PIERS as per section 1500, 1700 & 2200 of MoRT&H specifications (V Revision) | 100.9 | Cubic Metre | - | - |
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