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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹5.0 CrAccepted-AOC T V RENGANATHA PURAM ROAD PAPPAMMAL PURAM AUNDIPATTI THENI 625512 | AUNDIPATTI | THENI | TAMIL NADU | 625512 | ₹5.0 Cr Quoted ₹5.3 Cr | 1 | Accepted-AOC AWARD OF CONTRACT |
| 2 | 2₹5.6 Cr+₹25.7 L (4.81%)Rejected-Finance | ₹5.6 Cr+₹25.7 L (4.81%) | 2 | Rejected-Finance Highest bid |
| 3 | Rejected-Technical 171 KAMAC ROAD SIVAKASI 626123 | VIRUDHUNAGAR | TAMIL NADU | 626123 | - | - | Rejected-Technical 40 Percentage Steel quantity not satisfied |
| Sl No | Description | Qty | Unit | S VELUCHAMY L1 | P P INFRA THENI L2 |
|---|---|---|---|---|---|
| 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 SILL (avg) as per MORTH Vth Rev. No.300 | 600 | Cubic Metre | 137 ₹82,200 Lowest | 144 ₹86,400 |
| 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, equipment’s 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 PIERS as per Section 300 of MoRT&(H) Specifications (Fifth Revision). | 109 | Cubic Metre | 497 ₹54,173 Lowest | 521 ₹56,789 |
| 3.00 | Earth work excavation in rock not requiring blasting (SDR ) and depositing on bank, with all leads and lifts, including cost of all labour, equipment’s 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). | 1,770 | Cubic Metre | 632 ₹11,18,640 Lowest | 662 ₹11,71,740 |
| 4.00 | Compacted Plain Cement Concrete of grade M15(Nominal mix ) 1:2:4 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). | 49 | Cubic Metre | 6,776 ₹3,32,024 Lowest | 7,101 ₹3,47,949 |
| 5.00 | Compacted Plain Cement Concrete M25 (Design 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 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). | 603 | Cubic Metre | 8,351 ₹50,35,653 Lowest | 8,753 ₹52,78,059 |
| 6.00 | Compacted Plain Cement Concrete of grade M25 (Design 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 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 PIERS Below sill level as per Sections 1500,1700 & 2200 of MoRT&(H) Specifications (Fifth Revision). | 123 | Cubic Metre | 9,476 ₹11,65,548 Lowest | 9,932 ₹12,21,636 |
| 7.00 | Compacted Plain Cement Concrete of grade M25 (Design 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 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 SILL as per Sections 1500,1700 & 2200 of MoRT&(H) Specifications (Fifth Revision). | 619 | Cubic Metre | 10,093 ₹62,47,567 Lowest | 10,577 ₹65,47,163 |
| 8.00 | Compacted Plain Cement Concrete M15 (Nominal mix) 1:2:4 using 40 mm ISS size HBG metal, including cost and conveyance of all materials to site and cost of cement at site, including soft water, labour charges for mixing, transporting, laying and curing concrete, etc., complete, as per relevant standard specification, for FILLING THE TRENCHES AROUND FOOTINGS as per Section 2104.3 of MoRT&(H) Specifications (Fifth Revision). | 302 | Cubic Metre | 6,864 ₹20,72,928 Lowest | 7,194 ₹21,72,588 |
| 9.00 | 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). | 18 | Cubic Metre | 14,394 ₹2,59,092 Lowest | 15,086 ₹2,71,548 |
| 10.00 | Providing and fixing KRAFT PAPER for full width of deck seating including cost and conveyance to work site, labour for fixing the same in correct position and all other incidental charges etc., complete as directed by the engineer. | 53 | Square meter | 126 ₹6,678 Lowest | 132 ₹6,996 |
Tender Value
₹5.1 Cr
EMD Value
₹2.7 L
Closing Date
22 Oct 2025, 12:00 pmClosed
Superintending Engineer
No.B48, Alagesan nagar, Chengalpattu
Construction of High Level Bridge at Km 1/2 of the road branching from Km 34/6 of NH 46 to Vellanaickaneri road across Saraswathi river in lieu of existing causeway
2025_HWAY_608021_1
TN.No.29 / SI.No.02 / 2025-2026 / SDO
Open Tender
Civil Works - Bridges
Item Rate
365 days
Tirupathur
Please refer Tender documents
16 documents required · 16 mandatory
₹0
₹2.7 L
O/o the SE (H) N and R.R Chengalpattu
17 Mar 2026
26 Sept 2025
22 Oct 2025
26 Sept 2025
22 Oct 2025
26 Sept 2025
15 Oct 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 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 (avg) as per MORTH Vth Rev. No.300 | 600 | Cubic Metre | - | - |
| 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, equipment’s 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 PIERS as per Section 300 of MoRT&(H) Specifications (Fifth Revision). | 109 | Cubic Metre | - | - |
| 3 | Earth work excavation in rock not requiring blasting (SDR ) and depositing on bank, with all leads and lifts, including cost of all labour, equipment’s 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). | 1,770 | Cubic Metre | - | - |
| 4 | Compacted Plain Cement Concrete of grade M15(Nominal mix ) 1:2:4 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). | 49 | Cubic Metre | - | - |
| 5 | Compacted Plain Cement Concrete M25 (Design 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 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). | 603 | Cubic Metre | - | - |
| 6 | Compacted Plain Cement Concrete of grade M25 (Design 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 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 PIERS Below sill level as per Sections 1500,1700 & 2200 of MoRT&(H) Specifications (Fifth Revision). | 123 | Cubic Metre | - | - |
| 7 | Compacted Plain Cement Concrete of grade M25 (Design 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 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 SILL as per Sections 1500,1700 & 2200 of MoRT&(H) Specifications (Fifth Revision). | 619 | Cubic Metre | - | - |
| 8 | Compacted Plain Cement Concrete M15 (Nominal mix) 1:2:4 using 40 mm ISS size HBG metal, including cost and conveyance of all materials to site and cost of cement at site, including soft water, labour charges for mixing, transporting, laying and curing concrete, etc., complete, as per relevant standard specification, for FILLING THE TRENCHES AROUND FOOTINGS as per Section 2104.3 of MoRT&(H) Specifications (Fifth Revision). | 302 | Cubic Metre | - | - |
| 9 | 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). | 18 | Cubic Metre | - | - |
| 10 | Providing and fixing KRAFT PAPER for full width of deck seating including cost and conveyance to work site, labour for fixing the same in correct position and all other incidental charges etc., complete as directed by the engineer. | 53 | Square meter | - | - |
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