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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹55.4 CrAccepted-AOC NO 6 26A CHETTIPATTI GOVINDAPADI KOLATHUR METTUR TALUK SALEM 636 303 | SALEM | TAMIL NADU | 636303 | ₹55.4 Cr Quoted ₹57.1 Cr | 1 | Accepted-AOC Tender Accepted |
| 2 | 2₹59.5 Cr+₹2.4 Cr (4.25%)Rejected-Finance | ₹59.5 Cr+₹2.4 Cr (4.25%) | 2 | Rejected-Finance Quoted Highest Rate |
| 3 | Rejected-Technical | - | - | Rejected-Technical Technically not qualified |
| Sl No | Description | Qty | Unit | RM AND COMPANY L1 | M RAJKUMAR L2 |
|---|---|---|---|---|---|
| 1.00 | MAIN ESTIMATE
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 and forming protective bunds wherever necessary, etc.,complete as per relevant standard specification, for DRESSING THE BED UPTO SILL. | 3,500 | Cum | 91 ₹3,18,500 Lowest | 95 ₹3,32,500 |
| 2.00 | Earth work excavation in all classes of soils 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 PILECAP UNDER ABUTMENTS & PIERS as per Section 300 of MoRT&(H) Specifications (Fifth Revision). (including 600 mm from the face of Pilecap as per Cl. 4.2.5.1 of IS: 1200 (Part 1) - 1992 | 4,170 | Cum | 302 ₹12,59,340 Lowest | 315 ₹13,13,550 |
| 3.00 | Providing and driving in position permanent MS liners 6mm thick for piles upto maximum scour level from bottom of pilecap as per Cl.709.1.4 of IRC : 78 -2014 including cost of liners and fabricating , welded construction with consumable , labour and plants and driving to be left permanently with the pile shaft as per requirement and as per standard specification , and placing them in position with all leads and lifts etc. complete as per Sections 1100 & 1600 of MoRT&(H) Specifications (Fifth Revision). | 43 | MT | 98,000 ₹42,14,000 Lowest | 1,00,000 ₹43,00,000 |
| 4.00 | Vibrated reinforced cement concrete of grade M35 (Design Mix) using 20mm ISS size HBG grade metal Bored-cast-in situ piles of 1200mm diameter, as per Cl.709.1.9 of IRC:78 (Part-1) - 2024, including cost and conveyance of all materials to site and cost of cement as site but excluding cost and fabircation of steel and placing it in position before concreting setting up of piling euipment, shifting the same from one pile location to another pile location dismantling and including all labour for boring through all soils, leading the excavated earth to a distance 200m including forming of working platform over the river bed for accommodating piling equipment forming approaches to the working platform mixing concrete, filling it in position by tremie pipe, cutting of pile head to cut-off level for casting pilecap, including diversion of water course if necessary and all other incidental charges etc., complete as per standard specifications, forming and maintaining protective bunds and all other incidental charges etc., complete for PILES BELOW ABUTMENTS AND PIERS as per Section 1100 & 1700 of MoRT&(H) Specification (Fifth Revision) | 2,622 | Rm | 17,920 ₹4,69,86,240 | 17,650 ₹4,62,78,300 Lowest |
| 5.00 | Compacted cement concrete of grade M15 (Nominal mix ) using 40 mm 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, hire charges for tools and plants including all other incidential charges such as bailing out water, maintaining protective bunds, cofferdams, shoring, structting etc; complete for LEVELLING COURSE BELOW PILE CAP OF ABUTMENTS & PIERS as per Sections 1100 & 1704.3 of MoRT&(H) Specifications (Fifth Revision). | 67 | Cum | 6,930 ₹4,64,310 Lowest | 7,200 ₹4,82,400 |
| 6.00 | Vibrated reinforced cement concrete 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 of steel but 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 for PILECAPS UNDER ABUTMENT, RETURN WALLS AND PIERS as per Sections 1100,1500 & 1700 of MoRT&(H) Specifications (Fifth Revision). | 1,642 | Cum | 10,720 ₹1,76,02,240 Lowest | 11,150 ₹1,83,08,300 |
| 7.00 | Vibrated reinforced cement concrete of grade M35 (Design mix) using 20mm 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 for ABUTMENT AND RETURN WALL SUBSTRUCTURE as per Sections 1500,1700 & 2200 of MoRT&(H) Specifications (Fifth Revision). | 236 | Cum | 12,800 ₹30,20,800 Lowest | 13,300 ₹31,38,800 |
| 8.00 | Vibrated reinforced cement concrete M35 (Design mix) using 20mm 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 for BED BLOCK CUM DIRTWALL & PEDESTALS OVER ABUTMENTS as per Sections 1500,1700 & 2200 of MoRT&(H) Specifications (Fifth Revision). | 30 | Cum | 18,500 ₹5,55,000 Lowest | 19,250 ₹5,77,500 |
| 9.00 | Vibrated reinforced cement concrete of grade M35 (Design mix) using 20mm 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 for TWIN COLUMN PIERS - 1200mm dia each as per Sections 1500,1700 & 2200 of MoRT&(H) Specifications (Fifth Revision). | 269 | Cum | 14,265 ₹38,37,285 Lowest | 14,850 ₹39,94,650 |
| 10.00 | Vibrated reinforced cement concrete of grade M35 (Design mix) using 20mm 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 for CAPPING BEAM & PEDESTALS OVER PIERS as per Sections 1500,1700 & 2200 of MoRT&(H) Specifications (Fifth Revision). | 704 | Cum | 13,560 ₹95,46,240 Lowest | 14,100 ₹99,26,400 |
Tender Value
₹55.4 Cr
EMD Value
₹27.8 L
Closing Date
11 Dec 2025, 2:00 pmClosed
SE (H) Projects, Chennai
O/o The Superintending Engineer (H) Projects, No.16 GST Road BSNL Building, St. Thomas Mount, Alandur, Chennai - 16
Construction of Additional High Level Bridge at Km.4/150 - 5/050 of Kancheepuram Vandavasi Road (SH116)Across Palar River.
2025_HWAY_626439_1
TN.07(1)/25-26/SDO/22.10.25
Open Tender
Civil Works - Bridges
Item Rate
900 days
Sevilimedu
As per tender documents
5 documents required · 5 mandatory
₹0
₹27.8 L
SE (H) Projects Chennai
16 Mar 2026
26 Nov 2025
12 Dec 2025
26 Nov 2025
11 Dec 2025
28 Nov 2025
28 Nov 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | MAIN ESTIMATE
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 and forming protective bunds wherever necessary, etc.,complete as per relevant standard specification, for DRESSING THE BED UPTO SILL. | 3,500 | Cum | - | - |
| 2 | Earth work excavation in all classes of soils 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 PILECAP UNDER ABUTMENTS & PIERS as per Section 300 of MoRT&(H) Specifications (Fifth Revision). (including 600 mm from the face of Pilecap as per Cl. 4.2.5.1 of IS: 1200 (Part 1) - 1992 | 4,170 | Cum | - | - |
| 3 | Providing and driving in position permanent MS liners 6mm thick for piles upto maximum scour level from bottom of pilecap as per Cl.709.1.4 of IRC : 78 -2014 including cost of liners and fabricating , welded construction with consumable , labour and plants and driving to be left permanently with the pile shaft as per requirement and as per standard specification , and placing them in position with all leads and lifts etc. complete as per Sections 1100 & 1600 of MoRT&(H) Specifications (Fifth Revision). | 43 | MT | - | - |
| 4 | Vibrated reinforced cement concrete of grade M35 (Design Mix) using 20mm ISS size HBG grade metal Bored-cast-in situ piles of 1200mm diameter, as per Cl.709.1.9 of IRC:78 (Part-1) - 2024, including cost and conveyance of all materials to site and cost of cement as site but excluding cost and fabircation of steel and placing it in position before concreting setting up of piling euipment, shifting the same from one pile location to another pile location dismantling and including all labour for boring through all soils, leading the excavated earth to a distance 200m including forming of working platform over the river bed for accommodating piling equipment forming approaches to the working platform mixing concrete, filling it in position by tremie pipe, cutting of pile head to cut-off level for casting pilecap, including diversion of water course if necessary and all other incidental charges etc., complete as per standard specifications, forming and maintaining protective bunds and all other incidental charges etc., complete for PILES BELOW ABUTMENTS AND PIERS as per Section 1100 & 1700 of MoRT&(H) Specification (Fifth Revision) | 2,622 | Rm | - | - |
| 5 | Compacted cement concrete of grade M15 (Nominal mix ) using 40 mm 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, hire charges for tools and plants including all other incidential charges such as bailing out water, maintaining protective bunds, cofferdams, shoring, structting etc; complete for LEVELLING COURSE BELOW PILE CAP OF ABUTMENTS & PIERS as per Sections 1100 & 1704.3 of MoRT&(H) Specifications (Fifth Revision). | 67 | Cum | - | - |
| 6 | Vibrated reinforced cement concrete 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 of steel but 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 for PILECAPS UNDER ABUTMENT, RETURN WALLS AND PIERS as per Sections 1100,1500 & 1700 of MoRT&(H) Specifications (Fifth Revision). | 1,642 | Cum | - | - |
| 7 | Vibrated reinforced cement concrete of grade M35 (Design mix) using 20mm 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 for ABUTMENT AND RETURN WALL SUBSTRUCTURE as per Sections 1500,1700 & 2200 of MoRT&(H) Specifications (Fifth Revision). | 236 | Cum | - | - |
| 8 | Vibrated reinforced cement concrete M35 (Design mix) using 20mm 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 for BED BLOCK CUM DIRTWALL & PEDESTALS OVER ABUTMENTS as per Sections 1500,1700 & 2200 of MoRT&(H) Specifications (Fifth Revision). | 30 | Cum | - | - |
| 9 | Vibrated reinforced cement concrete of grade M35 (Design mix) using 20mm 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 for TWIN COLUMN PIERS - 1200mm dia each as per Sections 1500,1700 & 2200 of MoRT&(H) Specifications (Fifth Revision). | 269 | Cum | - | - |
| 10 | Vibrated reinforced cement concrete of grade M35 (Design mix) using 20mm 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 for CAPPING BEAM & PEDESTALS OVER PIERS as per Sections 1500,1700 & 2200 of MoRT&(H) Specifications (Fifth Revision). | 704 | Cum | - | - |
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