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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹10.7 CrAccepted-AOC NO 1 344 KOTTAYUR VILLAGE B THURINJIPATTI POST PAPPIREDDIPATTI TALUK DHARMAPURI DISTRICT 635 301 | DHARMAPURI | TAMIL NADU | 635301 | 1 | Accepted-AOC AWARD OF CONTRACT | |
| 2 | 2₹11.7 Cr+₹61.7 L (5.59%)Rejected-Finance CHENNAI | CHENNAI | TAMIL NADU | 600001 | 2 | Rejected-Finance Highest bid | |
| 3 | 2₹11.7 Cr+₹61.7 L (5.59%)Rejected-Finance KOODUTHURAIPATTI KONGARAPATTI PO HARUR TK DHARMAPURI DISTRICT | 2 | Rejected-Finance Highest bid |
| Sl No | Description | Qty | Unit | VEDIAPPAN L2 | srinivasa construction L1 | Gopi S L2 |
|---|---|---|---|---|---|---|
| 1.00 | Earth work excavation in all classes of soils not requiring blasting and depositing on bank,with all leads and lifts as per SS 20B, including all other incidental charges such as bailing out water,shoring, strutting, walling & forming protective bunds wherever necessary ,etc., complete, as per relevant standard specifation for DRESSING THE BED as per MORT&H Vth Revision No.300 | 1,000 | Cubic Metre | 141 ₹1,41,000 | 134 ₹1,34,000 Lowest | 141 ₹1,41,000 |
| 2.00 | Earth work excavation in all classes of soils depositing on bank, with all leads and lifts, as per SS20B, Including cost of all labour, equipments and all other incidental charges 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 & section 2104.3 of MoRT&(H) Specifications (Fifth Revision). | 1,600 | Cubic Metre | 510 ₹8,16,000 | 488 ₹7,80,800 Lowest | 510 ₹8,16,000 |
| 3.00 | Earth work excavation in Soft rock & Soft Disintergrated Rock and depositing on bank, with all leads and lifts, as per SS20B, Including cost of all labour, equipments and all other incidental charges backfilling over trench filling 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 & section 2104.3 of MoRT&(H) Specifications (Fifth Revision). | 3,699 | Cubic Metre | 650 ₹24,04,350 | 620 ₹22,93,380 Lowest | 650 ₹24,04,350 |
| 4.00 | Providing Compacted Cement Concrete of grade M35 (Design mix) using 20mm ISS size HBG graded metal after cleaning of any loose material on the rock surface, 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 as per Sections 1000, 1500, 1700 & 2100 of MoRT&(H) Specifications (Fifth Revision). | 85 | Cubic Metre | 10,338 ₹8,78,730 | 9,878 ₹8,39,630 Lowest | 10,338 ₹8,78,730 |
| 5.00 | 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 , cost of cement at 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). | 349 | Cubic Metre | 11,040 ₹38,52,960 | 10,548 ₹36,81,252 Lowest | 11,040 ₹38,52,960 |
| 6.00 | 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 , cost of cement at 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). | 768 | Cubic Metre | 11,036 ₹84,75,648 | 10,544 ₹80,97,792 Lowest | 11,036 ₹84,75,648 |
| 7.00 | Cement concrete M15 (Nominal mix) 1:2:4 using 40mm ISS 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 abutment & pier footings as per cl.707.4.6 of IRC 78 (Part-I)-2024 & Section 1500, 1700 & 2100 of MoRT&(H) Specifications (Fifth Revision). | 553 | Cubic Metre | 7,160 ₹39,59,480 | 6,841 ₹37,83,073 Lowest | 7,160 ₹39,59,480 |
| 8.00 | 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 Below sill level as per Section 1000, 1500 & 1700, 2100 of MoRT&(H) Specifications (Fifth Revision). | 37 | Cubic Metre | 12,582 ₹4,65,534 | 12,022 ₹4,44,814 Lowest | 12,582 ₹4,65,534 |
| 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 Above sill level as per Section 1000, 1500 & 1700, 2100 of MoRT&(H) Specifications (Fifth Revision). | 229 | Cubic Metre | 13,843 ₹31,70,047 | 13,227 ₹30,28,983 Lowest | 13,843 ₹31,70,047 |
| 10.00 | Vibrated reinforced cement concrete M35 (Design mix) using 20 mm 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, 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 as per Section 1000, 1500 & 1700, 2200 of MoRT&(H) Specifications (Fifth Revision). | 15 | Cubic Metre | 16,636 ₹2,49,540 | 15,895 ₹2,38,425 Lowest | 16,636 ₹2,49,540 |
Tender Value
₹10.8 Cr
EMD Value
₹5.5 L
Closing Date
23 Dec 2025, 12:00 pmClosed
Superintending Engineer
No.B48, Alagesan nagar, Chengalpattu
Construction of High Level Bridge at Km.6/2 of Mailam - Pondy road to NH 45 (via) Thennalapakkam - Padirapuliyur road.
2025_HWAY_628479_1
TN.No.38 / SI.No.01 / 2025-2026 / SDO
Open Tender
Civil Works - Bridges
Item Rate
545 days
Villupuram
Please refer Tender documents.
16 documents required · 16 mandatory
₹0
₹5.5 L
O/o the SE (H) N and R.R Chengalpattu
12 Mar 2026
5 Dec 2025
23 Dec 2025
5 Dec 2025
23 Dec 2025
5 Dec 2025
15 Dec 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,with all leads and lifts as per SS 20B, including all other incidental charges such as bailing out water,shoring, strutting, walling & forming protective bunds wherever necessary ,etc., complete, as per relevant standard specifation for DRESSING THE BED as per MORT&H Vth Revision No.300 | 1,000 | Cubic Metre | - | - |
| 2 | Earth work excavation in all classes of soils depositing on bank, with all leads and lifts, as per SS20B, Including cost of all labour, equipments and all other incidental charges 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 & section 2104.3 of MoRT&(H) Specifications (Fifth Revision). | 1,600 | Cubic Metre | - | - |
| 3 | Earth work excavation in Soft rock & Soft Disintergrated Rock and depositing on bank, with all leads and lifts, as per SS20B, Including cost of all labour, equipments and all other incidental charges backfilling over trench filling 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 & section 2104.3 of MoRT&(H) Specifications (Fifth Revision). | 3,699 | Cubic Metre | - | - |
| 4 | Providing Compacted Cement Concrete of grade M35 (Design mix) using 20mm ISS size HBG graded metal after cleaning of any loose material on the rock surface, 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 as per Sections 1000, 1500, 1700 & 2100 of MoRT&(H) Specifications (Fifth Revision). | 85 | Cubic Metre | - | - |
| 5 | 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 , cost of cement at 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). | 349 | Cubic Metre | - | - |
| 6 | 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 , cost of cement at 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). | 768 | Cubic Metre | - | - |
| 7 | Cement concrete M15 (Nominal mix) 1:2:4 using 40mm ISS 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 abutment & pier footings as per cl.707.4.6 of IRC 78 (Part-I)-2024 & Section 1500, 1700 & 2100 of MoRT&(H) Specifications (Fifth Revision). | 553 | Cubic Metre | - | - |
| 8 | 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 Below sill level as per Section 1000, 1500 & 1700, 2100 of MoRT&(H) Specifications (Fifth Revision). | 37 | Cubic Metre | - | - |
| 9 | 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 Above sill level as per Section 1000, 1500 & 1700, 2100 of MoRT&(H) Specifications (Fifth Revision). | 229 | Cubic Metre | - | - |
| 10 | Vibrated reinforced cement concrete M35 (Design mix) using 20 mm 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, 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 as per Section 1000, 1500 & 1700, 2200 of MoRT&(H) Specifications (Fifth Revision). | 15 | Cubic Metre | - | - |
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