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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.2 CrAccepted-AOC | ₹6.2 Cr | L1 | Accepted-AOC Lowest Quoted Bidder |
| 2 | L2₹6.6 Cr+₹31.3 L (5.02%)Rejected-Finance MADURAI | MADURAI | TAMIL NADU | 625001 | ₹6.6 Cr+₹31.3 L (5.02%) | L2 | Rejected-Finance Rejected |
| 3 | L3₹7.0 Cr+₹71.8 L (11.5%)Rejected-Finance 33 GURU ILLAM V T PANDIAN NAGAR 4TH STREET KARIAPATTI 626 106 | VIRUDHUNAGAR | TAMIL NADU | 626106 | ₹7.0 Cr+₹71.8 L (11.5%) | L3 | Rejected-Finance Rejected |
| 4 | Rejected-Technical | - | - | Rejected-Technical Not Satisfied |
| Sl No | Description | Qty | Unit | R.R.CONSTRUCTIONS L3 | HEADWAY CONSTRUCTION L2 | SRI DEVI AND CO L1 |
|---|---|---|---|---|---|---|
| .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 . | 600 | Cum | 200 ₹1,20,000 | 138 ₹82,800 | 131.89 ₹79,134 Lowest |
| 2.00 | Earth work excavation in all classes of soil and depositing on bank, with all leads and lifts, as per SS20B 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 AND PIERS as per Section 300 of MoRT&(H) Specifications (Fifth Revision) (including 600mm from the face of footing as per cl. 4.2.5.1 of IS 1200 (Part-1)-1992. | 2,482.25 | Cum | 600 ₹14,89,348.2 | 502 ₹12,46,087.99 | 478.42 ₹11,87,556.61 Lowest |
| 3.00 | Compacted Plain Cement Concrete of grade M15(Nominal mix ) using 40mm ISS size HBG metal, including cost and conveyance of all materials to site and cost of cement at site, including all labour charges for mixing, transporting, laying, and curing Concrete, working at depths, hire charges for Tools and plants, with all leads for potable water, including all other incidental charges, form work etc., complete, for LEVELLING COURSE BELOW FOOTINGS as per Section 2100 of MoRT&(H) Specifications (Fifth Revision). | 52.73 | Cum | 7,700 ₹4,06,021 | 6,871 ₹3,62,307.83 | 6,544.25 ₹3,45,078.3 Lowest |
| 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) | 614.45 | Cum | 8,100 ₹49,77,053.1 | 7,853 ₹48,25,283.7 | 7,478.88 ₹45,95,405.29 Lowest |
| 5.00 | Compacted Plain Cement Concrete of grade 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 form work, potable water, labour charges for mixing, transporting, laying, curing concrete, working at heights, hire charges for tools and plants including all other incidental charges, etc., complete as per relevant standard specification for SUBSTRUCTURE OF ABUTMENTS, RETURN WALLS AND PIERS - BELOW GROUND LEVEL as per Sections 1500,1700 & 2200 of MoRT&(H) Specifications (Fifth Revision). | 234.64 | Cum | 10,300 ₹24,16,792 | 10,232 ₹24,00,836.48 | 9,745.05 ₹22,86,578.53 Lowest |
| 6.00 | Compacted Plain Cement Concrete of grade 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 form work, potable water, labour charges for mixing, transporting, laying, curing concrete, working at heights, hire charges for tools and plants including all other incidental charges, etc., complete as per relevant standard specification for SUBSTRUCTURE OF ABUTMENTS, RETURN WALLS AND PIERS - ABOVE GROUND LEVEL as per Sections 1500,1700 & 2200 of MoRT&(H) Specifications (Fifth Revision). | 281.63 | Cum | 10,500 ₹29,57,157 | 10,414 ₹29,32,936.48 | 9,918.39 ₹27,93,355.85 Lowest |
| 7.00 | Vibrated Reinforced Cement Concrete M30 (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 form work, labour charges for mixing, transporting, laying, curing concrete, working at heights, potable water, hire charges for tools and Plants, including all other incidental charges, etc., complete as per relevant standard specification for BED BLOCK CUM DIRTWALL OVER ABUTMENTS AND BED BLOCK OVER PIERS as per Sections 1500, 1700 & 2200 of MoRT&(H) Specifications (Fifth Revision). | 19.09 | Cum | 14,100 ₹2,69,112.6 | 14,267 ₹2,72,299.96 | 13,587.65 ₹2,59,333.89 Lowest |
| 8.00 | Providing and fixing KRAFT PAPER for full width of deck seating including cost and conveyance to work site, labour for fixing the the same in correct position and all other incidental charges etc., complete | 60.8 | Sqm | 150 ₹9,119.25 | 127 ₹7,720.97 | 121.23 ₹7,370.18 Lowest |
| 9.00 | Vibrated Reinforced Cement Concrete of grade M30 (Design mix) as per Standard drawing SQ/408 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, potable water, hire charges for tools and plants, including all other incidental charges, etc., complete as per relevant standard specification for DECK SLAB, KERBS & SAFETY KERBS as per Sections 1500,1700 and 2300 of MoRT&(H) Specifications (Fifth Revision). | 468.33 | Cum | 13,900 ₹65,09,759.2 | 13,675 ₹64,04,385.4 | 13,023.47 ₹60,99,255.66 Lowest |
Tender Value
₹6.3 Cr
EMD Value
₹3.3 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 1/4 and 1/6 of Muthaneri Kurunthankulam to Kulalikulam in lieu of existing causeway
2026_HWAY_645252_1
TN.No.24.1_25_26_Muthaneri
Open Tender
Civil Works - Bridges
Item Rate
270 days
Virudhunagar
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹3.3 L
Yes
24 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 | Earth work excavation in all classes of soil and depositing on bank, with all leads and lifts, as per SS20B 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 AND PIERS as per Section 300 of MoRT&(H) Specifications (Fifth Revision) (including 600mm from the face of footing as per cl. 4.2.5.1 of IS 1200 (Part-1)-1992. | 0.8 | Cum | - | - |
| 3 | Compacted Plain Cement Concrete of grade M15(Nominal mix ) using 40mm ISS size HBG metal, including cost and conveyance of all materials to site and cost of cement at site, including all labour charges for mixing, transporting, laying, and curing Concrete, working at depths, hire charges for Tools and plants, with all leads for potable water, including all other incidental charges, form work etc., complete, for LEVELLING COURSE BELOW FOOTINGS as per Section 2100 of MoRT&(H) Specifications (Fifth Revision). | 1 | Cum | - | - |
| 4 | 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) | 0.4 | Cum | - | - |
| 5 | Compacted Plain Cement Concrete of grade 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 form work, potable water, labour charges for mixing, transporting, laying, curing concrete, working at heights, hire charges for tools and plants including all other incidental charges, etc., complete as per relevant standard specification for SUBSTRUCTURE OF ABUTMENTS, RETURN WALLS AND PIERS - BELOW GROUND LEVEL as per Sections 1500,1700 & 2200 of MoRT&(H) Specifications (Fifth Revision). | 1 | Cum | - | - |
| 6 | Compacted Plain Cement Concrete of grade 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 form work, potable water, labour charges for mixing, transporting, laying, curing concrete, working at heights, hire charges for tools and plants including all other incidental charges, etc., complete as per relevant standard specification for SUBSTRUCTURE OF ABUTMENTS, RETURN WALLS AND PIERS - ABOVE GROUND LEVEL as per Sections 1500,1700 & 2200 of MoRT&(H) Specifications (Fifth Revision). | 0.6 | Cum | - | - |
| 7 | Vibrated Reinforced Cement Concrete M30 (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 form work, labour charges for mixing, transporting, laying, curing concrete, working at heights, potable water, hire charges for tools and Plants, including all other incidental charges, etc., complete as per relevant standard specification for BED BLOCK CUM DIRTWALL OVER ABUTMENTS AND BED BLOCK OVER PIERS as per Sections 1500, 1700 & 2200 of MoRT&(H) Specifications (Fifth Revision). | 1 | Cum | - | - |
| 8Providing and fixing KRAFT PAPER for full width of deck seating including cost and conveyance to work site, labour for fixing the the same in correct position and all other incidental charges etc., complete | |||||
| 9 | Vibrated Reinforced Cement Concrete of grade M30 (Design mix) as per Standard drawing SQ/408 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, potable water, hire charges for tools and plants, including all other incidental charges, etc., complete as per relevant standard specification for DECK SLAB, KERBS & SAFETY KERBS as per Sections 1500,1700 and 2300 of MoRT&(H) Specifications (Fifth Revision). | 0.2 | Cum | - | - |
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