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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹10.1 CrAccepted-AOC CHENNAI | CHENNAI | TAMIL NADU | 600001 | 1 | Accepted-AOC AWARD OF CONTRACT | |
| 2 | 2₹11.1 Cr+₹70.4 L (6.80%)Rejected-Finance KOODUTHURAIPATTI KONGARAPATTI PO HARUR TK DHARMAPURI DISTRICT | 2 | Rejected-Finance Highest bid | |
| 3 | Rejected-Technical | - | Rejected-Technical Working condition of the Plant Machinery certificate and work site inspection certificate not pertains to this work and office concerned | |
| 4 | Rejected-Technical NO 1 344 KOTTAYUR VILLAGE B THURINJIPATTI POST PAPPIREDDIPATTI TALUK DHARMAPURI DISTRICT 635 301 | DHARMAPURI | TAMIL NADU | 635301 | - | Rejected-Technical Work site inspection certificate not pertains to this work |
| Sl No | Description | Qty | Unit | VEDIAPPAN L2 | Gopi S L1 |
|---|---|---|---|---|---|
| 1.00 | Earth work excavation in all classes of soils not requiring blasting and depositing on bank as per SS20B, with all leads and lifts and all other incidental charges such as bailing out water,shoring, strutting, walling & forming protective bunds whichever necessary ,etc., complete, as per relevant standard specifation for DRESSING THE BED UPTO LOWEST BED LEVEL. | 550 | Cubic Metre | 145.08 ₹79,794 | 135.85 ₹74,717.5 Lowest |
| 2.00 | Earth work excavation in Soft Disintergrated Rock not requiring blasting and depositing on bank as per SS20B, with all leads and lifts and all other incidental charges such as bailing out water,shoring, strutting, walling & forming protective bunds whichever necessary ,etc., complete, as per relevant standard specifation for DRESSING THE BED UPTO LOWEST BED LEVEL. | 1,400 | Cubic Metre | 216.08 ₹3,02,512 | 202.34 ₹2,83,276 Lowest |
| 3.00 | 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 OF ABUTMENTS & PIERS as per Section 300 of MoRT&(H) Specifications (Fifth Revision). | 116 | Cubic Metre | 526.26 ₹61,046.16 | 492.78 ₹57,162.48 Lowest |
| 4.00 | Earth work excavation in Soft Disintergrated Rock not requiring blasting 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 OF ABUTMENTS & PIERS as per Section 300 of MoRT&(H) Specifications (Fifth Revision). | 649 | Cubic Metre | 668.27 ₹4,33,707.23 | 625.75 ₹4,06,111.75 Lowest |
| 5.00 | Earth work excavation in Rock requiring blasting and depositing on bank, with all leads and lifts, 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, and depositing on bank with all leads and lifts as per SS20B, including cost of all for FOUNDATION UNDER PIERS AND ABUTMENTS as per Section 300 of MoRT&(H) Specifications (V Revision). | 1,302 | Cubic Metre | 2,287.71 ₹29,78,598.42 | 2,142.14 ₹27,89,066.28 Lowest |
| 6.00 | Providing Compacted Plain Cement Concrete of grade M35 (Design mix) using 40mm 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, Tools and Plants and incidental charges etc; complete as per relevant standard specification, for LEVELLING COURSE BELOW FOOTINGS to Provide even surface as per Sections 2100 of MoRT&(H) Specifications (Fifth Revision). | 52 | Cubic Metre | 9,657.74 ₹5,02,202.48 | 9,043.16 ₹4,70,244.32 Lowest |
| 7.00 | Vibrated reinforced cement concrete of grade M35 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials to site 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 etc., complete as per relevant standard specification for FOOTING UNDER ABUTMENTS & RETURN WALLS as per Section 1500, 1700 & 2100 of MoRT&(H) Specifications (Fifth Revision). | 157 | Cubic Metre | 10,878.63 ₹17,07,944.91 | 10,186.35 ₹15,99,256.95 Lowest |
| 8.00 | Vibrated reinforced cement concrete of grade M35 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials to site 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 etc., complete as per relevant standard specification for FOOTING UNDER PIERS as per Section 1500, 1700 & 2100 of MoRT&(H) Specifications (Fifth Revision). | 388 | Cubic Metre | 10,989.77 ₹42,64,030.76 | 10,290.43 ₹39,92,686.84 Lowest |
| 9.00 | Vibrated reinforced cement concrete M35 (Design mix) using 20 mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site excluding cost and fabrication of steel but including cost of formwork, labour charges for mixing, transporting, laying, curing concrete, working at heights, and hire charges for Tools and Plants including all other incidental charges etc complete for ABUTMENT AND RETURNS SUBSTRUCTURE Below sill level as per Section 1500 & 1700, 2200 of MoRT&(H) Specifications (Fifth Revision). | 54 | Cubic Metre | 12,442.61 ₹6,71,900.94 | 11,650.81 ₹6,29,143.74 Lowest |
| 9.10 | Vibrated reinforced cement concrete M35 (Design mix) using 20 mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site excluding cost and fabrication of steel but including cost of formwork, labour charges for mixing, transporting, laying, curing concrete, working at heights, and hire charges for Tools and Plants including all other incidental charges etc complete for ABUTMENT AND RETURNS SUBSTRUCTURE Above sill level as per Section 1500 & 1700, 2200 of MoRT&(H) Specifications (Fifth Revision). | 139 | Cubic Metre | 13,941.04 ₹19,37,804.56 | 13,053.89 ₹18,14,490.71 Lowest |
Tender Value
₹10.1 Cr
EMD Value
₹5.1 L
Closing Date
3 Dec 2025, 12:00 pmClosed
Superintending Engineer
No.B48, Alagesan nagar, Chengalpattu
Construction of High level bridge at Km.1/4 of Gingee - Melkalavai road across Sankaraparani river in lieu of existing causeway
2025_HWAY_619018_1
TN.No.34 / SI.No.01 / 2025-2026 / SDO
Open Tender
Civil Works - Bridges
Item Rate
540 days
Villupuram
Please refer Tender documents.
16 documents required · 16 mandatory
₹0
₹5.1 L
O/o the SE (H) N and R.R Chengalpattu
27 Feb 2026
4 Nov 2025
3 Dec 2025
4 Nov 2025
3 Dec 2025
4 Nov 2025
19 Nov 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work excavation in all classes of soils not requiring blasting and depositing on bank as per SS20B, with all leads and lifts and all other incidental charges such as bailing out water,shoring, strutting, walling & forming protective bunds whichever necessary ,etc., complete, as per relevant standard specifation for DRESSING THE BED UPTO LOWEST BED LEVEL. | 550 | Cubic Metre | - | - |
| - | Earth work excavation in Soft Disintergrated Rock not requiring blasting and depositing on bank as per SS20B, with all leads and lifts and all other incidental charges such as bailing out water,shoring, strutting, walling & forming protective bunds whichever necessary ,etc., complete, as per relevant standard specifation for DRESSING THE BED UPTO LOWEST BED LEVEL. | 1,400 | Cubic Metre | - | - |
| - | 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 OF ABUTMENTS & PIERS as per Section 300 of MoRT&(H) Specifications (Fifth Revision). | 116 | Cubic Metre | - | - |
| - | Earth work excavation in Soft Disintergrated Rock not requiring blasting 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 OF ABUTMENTS & PIERS as per Section 300 of MoRT&(H) Specifications (Fifth Revision). | 649 | Cubic Metre | - | - |
| - | Earth work excavation in Rock requiring blasting and depositing on bank, with all leads and lifts, 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, and depositing on bank with all leads and lifts as per SS20B, including cost of all for FOUNDATION UNDER PIERS AND ABUTMENTS as per Section 300 of MoRT&(H) Specifications (V Revision). | 1,302 | Cubic Metre | - | - |
| - | Providing Compacted Plain Cement Concrete of grade M35 (Design mix) using 40mm 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, Tools and Plants and incidental charges etc; complete as per relevant standard specification, for LEVELLING COURSE BELOW FOOTINGS to Provide even surface as per Sections 2100 of MoRT&(H) Specifications (Fifth Revision). | 52 | Cubic Metre | - | - |
| - | Vibrated reinforced cement concrete of grade M35 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials to site 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 etc., complete as per relevant standard specification for FOOTING UNDER ABUTMENTS & RETURN WALLS as per Section 1500, 1700 & 2100 of MoRT&(H) Specifications (Fifth Revision). | 157 | Cubic Metre | - | - |
| - | Vibrated reinforced cement concrete of grade M35 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials to site 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 etc., complete as per relevant standard specification for FOOTING UNDER PIERS as per Section 1500, 1700 & 2100 of MoRT&(H) Specifications (Fifth Revision). | 388 | Cubic Metre | - | - |
| - | Vibrated reinforced cement concrete M35 (Design mix) using 20 mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site excluding cost and fabrication of steel but including cost of formwork, labour charges for mixing, transporting, laying, curing concrete, working at heights, and hire charges for Tools and Plants including all other incidental charges etc complete for ABUTMENT AND RETURNS SUBSTRUCTURE Below sill level as per Section 1500 & 1700, 2200 of MoRT&(H) Specifications (Fifth Revision). | 54 | Cubic Metre | - | - |
| 9.1 | Vibrated reinforced cement concrete M35 (Design mix) using 20 mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site excluding cost and fabrication of steel but including cost of formwork, labour charges for mixing, transporting, laying, curing concrete, working at heights, and hire charges for Tools and Plants including all other incidental charges etc complete for ABUTMENT AND RETURNS SUBSTRUCTURE Above sill level as per Section 1500 & 1700, 2200 of MoRT&(H) Specifications (Fifth Revision). | 139 | Cubic Metre | - | - |
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