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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹80.0 CrAccepted-AOC | 1 | Accepted-AOC Tender Accepted | |
| 2 | 2₹87.5 Cr+₹1.5 Cr (1.75%)Rejected-Finance | 2 | Rejected-Finance highest quoted bidder | |
| 3 | Rejected-Technical 12 PALANI ANDAVAR COLONY ALAGAR KOYIL ROAD MADURAI 625002 | MADURAI | TAMIL NADU | 625002 | - | Rejected-Technical Technically not qualified |
| Sl No | Description | Qty | Unit | IVLR Infrastructure L2 | NOTCH INDIA PROJECTS PRIVATE LIMITED L1 |
|---|---|---|---|---|---|
| 1.00 | HIGH LEVEL BRIDGE
Providing and driving in position permenent MS liners for piles from bottom of pilecap as per cl.709.1.4 of IRC 78 - 2014 (up to maximum scour level) including cost of liners and fabricating, welded construction with consumables, labour and plants and driving MS liner 6mm thick to beleft permenantly with thepile shaftas perrequirement andas per specification and placing them in position with all lead and lift etc. complete asper section 1100, 1600 of MORT&H Specifications(V Revision) | 190 | MT | 1,04,257 ₹1,98,08,830 | 1,02,454 ₹1,94,66,260 Lowest |
| 2.00 | Providing Reinforced Cement Concrete cast-int-situ bored PILES of 1200mmdiameter in vibrated RCC M35 (Design mix) using 20mm and below HBG metal including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel and placing it in position before concreting setting up of piling equipment,shifting the same from one pile location to another pile location,dismantling them and reerceting as necessary including all labour for driving or boring and providing temporary casing where required through all soils, leading the excavated earth to a distance of 200m including forming of working platform over the river bed of acomodating piling equipment including working platform etc., forming approaches to the working platform, mixing concrete, filling it in position, compacting, cutting of pile head to cut off level for casting pile cap, 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 PIERS AND ABUTMENTS asper section 1100, 1700 of MORT&H Specifications(V Revision) | 1,546 | RM | 20,167 ₹3,11,78,182 | 19,819 ₹3,06,40,174 Lowest |
| 3.00Earthwork Excavation in all classes of soils except hard rock not requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour, materials, tools, equipments and all incidental charges and sheeting, shoring, bracing and their subsequent removal, removal of alllogs,stumps andother deleteriousmatter and obstructions, trimming of bottom of excavtion backfilling, and clearing the site and disposal of all surplus materials etc. complete as per standard specification for Pile cap under Piers and Abutments for foundation. | |||||
| 3.01 | upto 2m Depth | 2,215 | Cum | 327 ₹7,24,305 | 321 ₹7,11,015 Lowest |
| 3.02 | 2-3m Depth | 785 | Cum | 341 ₹2,67,685 | 335 ₹2,62,975 Lowest |
| 3.03 | 3-4 m Depth | 150 | Cum | 355 ₹53,250 | 349 ₹52,350 Lowest |
| 4.00 | Plain Cement concrete M15 Grade using 40mm ISS size hard broken granite 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, compacting, curing concrete, tools and plants and all incidental chargessuch as bailing out water, maintaining protective bunds, cofferdams, shoring etc., complete for LEVELLING COURSE BELOW Pile caps of Piers and Abutments asper section 1100 of MORT&H Specifications(V Revision) | 74 | Cum | 7,287 ₹5,39,238 | 7,161 ₹5,29,914 Lowest |
| 5.00 | Vibrated Reinforced Cement Concrete of grade M35 (Design mix) using 20mm and below HBG graded metal including cost and conveyance of all materials to site excluding cost of steel including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths Tools and Plants and incidental charges such as bailing out water, maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevent standard specification for PILE CAPS under Abutments and Piers A1, A2, A3, P1-P24, P25A, P25B, P33A, P33B, P34A, P34B asper section 300 of MORT&H Specifications(V Revision) | 1,578 | Cum | 11,500 ₹1,81,47,000 | 11,301 ₹1,78,32,978 Lowest |
| 6.00 | Vibrated Reinforced Cement Concrete of grade M40 (Design mix) using 20mm and below HBG graded metal including cost and conveyance of all materials to site excluding cost of steel including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths Tools and Plants and incidental charges such as bailing out water, maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevent standard specification for PILE CAPS under Roound about Piers asper section 300 of MORT&H Specifications(V Revision) | 339 | Cum | 11,700 ₹39,66,300 | 11,498 ₹38,97,822 Lowest |
| 7.00 | Vibrated Reinforced cement concrete of grade M35 (Design mix) using 20mm and below HBG metal including cost and conveyance of all materials to site and cost of cement excluding cost and fabrication of steel but including cost of form work, soft water, labour charges for mixing, transporting, laying and curing concrete, working at heights, hire charges for tools and plants including all other incidental charges etc., complete for Substructure of Abutment and Return wall asper section 1500,1700 &2200 of MORT&H Specifications(V Revision) | 247 | Cum | 13,821 ₹34,13,787 | 13,582 ₹33,54,754 Lowest |
Tender Value
₹78.5 Cr
EMD Value
₹39.4 L
Closing Date
16 Dec 2025, 2:00 pmClosed
SE (H) Projects, Chennai
O/o the Superintending Engineer (H) Project, No.16 GST Road, BSNL Building, St. Thomas Mount, Alandur, Chennai
Construction of High Level Bridge across Thenpennaiyar river in lieu of existing causeway at Km72/0 -72/6 of Cuddalore - Chittor Road.
2025_HWAY_623480_2
TN.06/25-26/SDO/15.10.25
Open Tender
Civil Works - Bridges
Item Rate
900 days
Thirukovilur
As per tender documents
5 documents required · 5 mandatory
₹0
₹39.4 L
16 Mar 2026
21 Nov 2025
17 Dec 2025
21 Nov 2025
16 Dec 2025
21 Nov 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | HIGH LEVEL BRIDGE
Providing and driving in position permenent MS liners for piles from bottom of pilecap as per cl.709.1.4 of IRC 78 - 2014 (up to maximum scour level) including cost of liners and fabricating, welded construction with consumables, labour and plants and driving MS liner 6mm thick to beleft permenantly with thepile shaftas perrequirement andas per specification and placing them in position with all lead and lift etc. complete asper section 1100, 1600 of MORT&H Specifications(V Revision) | 190 | MT | - | - |
| 2 | Providing Reinforced Cement Concrete cast-int-situ bored PILES of 1200mmdiameter in vibrated RCC M35 (Design mix) using 20mm and below HBG metal including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel and placing it in position before concreting setting up of piling equipment,shifting the same from one pile location to another pile location,dismantling them and reerceting as necessary including all labour for driving or boring and providing temporary casing where required through all soils, leading the excavated earth to a distance of 200m including forming of working platform over the river bed of acomodating piling equipment including working platform etc., forming approaches to the working platform, mixing concrete, filling it in position, compacting, cutting of pile head to cut off level for casting pile cap, 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 PIERS AND ABUTMENTS asper section 1100, 1700 of MORT&H Specifications(V Revision) | 1,546 | RM | - | - |
| 3Earthwork Excavation in all classes of soils except hard rock not requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour, materials, tools, equipments and all incidental charges and sheeting, shoring, bracing and their subsequent removal, removal of alllogs,stumps andother deleteriousmatter and obstructions, trimming of bottom of excavtion backfilling, and clearing the site and disposal of all surplus materials etc. complete as per standard specification for Pile cap under Piers and Abutments for foundation. | |||||
| 3.01 | upto 2m Depth | 2,215 | Cum | - | - |
| 3.02 | 2-3m Depth | 785 | Cum | - | - |
| 3.03 | 3-4 m Depth | 150 | Cum | - | - |
| 4 | Plain Cement concrete M15 Grade using 40mm ISS size hard broken granite 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, compacting, curing concrete, tools and plants and all incidental chargessuch as bailing out water, maintaining protective bunds, cofferdams, shoring etc., complete for LEVELLING COURSE BELOW Pile caps of Piers and Abutments asper section 1100 of MORT&H Specifications(V Revision) | 74 | Cum | - | - |
| 5 | Vibrated Reinforced Cement Concrete of grade M35 (Design mix) using 20mm and below HBG graded metal including cost and conveyance of all materials to site excluding cost of steel including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths Tools and Plants and incidental charges such as bailing out water, maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevent standard specification for PILE CAPS under Abutments and Piers A1, A2, A3, P1-P24, P25A, P25B, P33A, P33B, P34A, P34B asper section 300 of MORT&H Specifications(V Revision) | 1,578 | Cum | - | - |
| 6 | Vibrated Reinforced Cement Concrete of grade M40 (Design mix) using 20mm and below HBG graded metal including cost and conveyance of all materials to site excluding cost of steel including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths Tools and Plants and incidental charges such as bailing out water, maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevent standard specification for PILE CAPS under Roound about Piers asper section 300 of MORT&H Specifications(V Revision) | 339 | Cum | - | - |
| 7 | Vibrated Reinforced cement concrete of grade M35 (Design mix) using 20mm and below HBG metal including cost and conveyance of all materials to site and cost of cement excluding cost and fabrication of steel but including cost of form work, soft water, labour charges for mixing, transporting, laying and curing concrete, working at heights, hire charges for tools and plants including all other incidental charges etc., complete for Substructure of Abutment and Return wall asper section 1500,1700 &2200 of MORT&H Specifications(V Revision) | 247 | Cum | - | - |
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