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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹23.9 CrAccepted-AOC | 1 | Accepted-AOC Tender Accepted | |
| 2 | 2₹25.1 Cr+₹1.2 Cr (5.01%)Rejected-Finance | 2 | Rejected-Finance Quoted rate is Higher | |
| 3 | 3₹26.0 Cr+₹2.2 Cr (9.01%)Rejected-Finance | 3 | Rejected-Finance Quoted rate is Higher |
| Sl No | Description | Qty | Unit | Senthurmurugan Constructions L1 | raghavaconstruction L2 | NOTCH INDIA PROJECTS PRIVATE LIMITED L3 |
|---|---|---|---|---|---|---|
| 1.00 | Main Estimate
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 UPTO SILL | 1,500 | Cum | 88.09 ₹1,32,135 Lowest | 92.51 ₹1,38,765 | 96.03 ₹1,44,045 |
| 2.00Earth work excavation in all classes of soils except hard rock requiring blasting and depositing on bank, with all leads and lifts as per SS 20B, 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 PILE CAPS UNDER ABUTMENTS AND PIERS FOR FOUNDATION as per section 300 of MORT&H Specifications (V Revision). | ||||||
| 2.01 | UPTO 2.00m | 1,420 | Cum | 292.97 ₹4,16,017.4 Lowest | 307.65 ₹4,36,863 | 319.37 ₹4,53,505.4 |
| 2.02 | 2.00m to 3.00m | 470 | Cum | 305.39 ₹1,43,533.3 Lowest | 320.69 ₹1,50,724.3 | 332.91 ₹1,56,467.7 |
| 3.00 | Providing and driving in position permanent MS liners for piles from bottom of pile cap as per cl.709.1.4 of IRC 78 (Part 1)-2024 including cost of liners and fabricating, welded construction with consumable, labour and plants and driving MS liners 6mm thick to be left permanently with the pile shaft as per requirment and as per standard specification, and placing them in position with all leads and lifts etc. complete as per section 1100 & 1600 of MORT&H Specifications(V Revision). | 74 | MT | 93,368.66 ₹69,09,280.84 Lowest | 98,046.9 ₹72,55,470.6 | 1,01,782.02 ₹75,31,869.48 |
| 4.00 | Providing reinforced cement concrete cast-in-situ bored piles of 1200 mm diameter in RCC using M35 (Design mix) using 20 mm ISS HBG metal with minimum cement content of 400 kg per cu.m., maximum water cement ratio of 0.4 and slump of 150 - 200 mm by tremie concreting 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 and including all labour for boring through all soils, leading the excavated earth to a distance 200 m including forming of working platform over the river bed for accomadating piling equipment, forming approaches to the working platform, mixing concrete, filling it 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 Specifications (V Revision). | 1,427 | RM | 17,233.28 ₹2,45,91,890.56 Lowest | 18,096.75 ₹2,58,24,062.25 | 18,786.15 ₹2,68,07,836.05 |
| 5.00 | Cement concrete M15 (Nominal mix) using 40mm ISS 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 incidential charges such as bailing out water, maintaining of protective bunds, cofferdams, shoring, struting etc; complete as per relevant standard specification, for LEVELLING COURSE BELOW PILECAP as per section 1100 of MORT&H Specifications (V Revision). | 35 | Cum | 6,660.33 ₹2,33,111.55 Lowest | 6,994.05 ₹2,44,791.75 | 7,260.49 ₹2,54,117.15 |
| 6.00 | Vibrated Reinforced Cement Concrete of grade M 35 (Design mix) using 20 mm ISS metal including cost and conveyance of all materials to site excluding cost of steel and including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, Tools and Plants and incidential charges such as bailing out water, maintaining of protective bunds, cofferdams,shoring,struting etc; complete as per relevant standard specification, for PILECAPS UNDER ABUTMENTS AND PIERS as per section 1100, 1500 & 1700 of MORT&H Specifications (V Revision). | 865 | Cum | 10,317.97 ₹89,25,044.05 Lowest | 10,834.95 ₹93,72,231.75 | 11,247.71 ₹97,29,269.15 |
| 7.00 | 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 but excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying, curing concrete, working at heights, hire charges for tools and plants including all other incidental charges, etc., complete for ABUTMENTS AND RETURNS as per section 1500, 1700 & 2200 of MORT&H Specifications (V Revision). | 205 | Cum | 12,033.8 ₹24,66,929 Lowest | 12,636.75 ₹25,90,533.75 | 13,118.15 ₹26,89,220.75 |
| 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 as per Sections 1500, 1700 & 2200 of MoRT&(H) Specifications (Fifth Revision) . | 22 | Cum | 15,338.47 ₹3,37,446.34 Lowest | 16,107 ₹3,54,354 | 16,720.6 ₹3,67,853.2 |
Tender Value
₹23.9 Cr
EMD Value
₹12.1 L
Closing Date
9 Feb 2026, 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
Reconstruction of High level bridge at 16/10 of Mundiyampakkam- Pondicherry road (SH203) across sankaraparani river
2026_HWAY_641415_2
TN.08/25-26/SDO/07.01.26
Open Tender
Civil Works - Bridges
Item Rate
540 days
Muttrampattu
Asper Tender Documents
5 documents required · 5 mandatory
₹0
₹12.1 L
11 Mar 2026
2 Feb 2026
10 Feb 2026
2 Feb 2026
9 Feb 2026
2 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Main Estimate
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 UPTO SILL | 1,500 | Cum | - | - |
| 2Earth work excavation in all classes of soils except hard rock requiring blasting and depositing on bank, with all leads and lifts as per SS 20B, 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 PILE CAPS UNDER ABUTMENTS AND PIERS FOR FOUNDATION as per section 300 of MORT&H Specifications (V Revision). | |||||
| 2.01 | UPTO 2.00m | 1,420 | Cum | - | - |
| 2.02 | 2.00m to 3.00m | 470 | Cum | - | - |
| 3 | Providing and driving in position permanent MS liners for piles from bottom of pile cap as per cl.709.1.4 of IRC 78 (Part 1)-2024 including cost of liners and fabricating, welded construction with consumable, labour and plants and driving MS liners 6mm thick to be left permanently with the pile shaft as per requirment and as per standard specification, and placing them in position with all leads and lifts etc. complete as per section 1100 & 1600 of MORT&H Specifications(V Revision). | 74 | MT | - | - |
| 4 | Providing reinforced cement concrete cast-in-situ bored piles of 1200 mm diameter in RCC using M35 (Design mix) using 20 mm ISS HBG metal with minimum cement content of 400 kg per cu.m., maximum water cement ratio of 0.4 and slump of 150 - 200 mm by tremie concreting 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 and including all labour for boring through all soils, leading the excavated earth to a distance 200 m including forming of working platform over the river bed for accomadating piling equipment, forming approaches to the working platform, mixing concrete, filling it 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 Specifications (V Revision). | 1,427 | RM | - | - |
| 5 | Cement concrete M15 (Nominal mix) using 40mm ISS 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 incidential charges such as bailing out water, maintaining of protective bunds, cofferdams, shoring, struting etc; complete as per relevant standard specification, for LEVELLING COURSE BELOW PILECAP as per section 1100 of MORT&H Specifications (V Revision). | 35 | Cum | - | - |
| 6 | Vibrated Reinforced Cement Concrete of grade M 35 (Design mix) using 20 mm ISS metal including cost and conveyance of all materials to site excluding cost of steel and including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, Tools and Plants and incidential charges such as bailing out water, maintaining of protective bunds, cofferdams,shoring,struting etc; complete as per relevant standard specification, for PILECAPS UNDER ABUTMENTS AND PIERS as per section 1100, 1500 & 1700 of MORT&H Specifications (V Revision). | 865 | Cum | - | - |
| 7 | 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 but excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying, curing concrete, working at heights, hire charges for tools and plants including all other incidental charges, etc., complete for ABUTMENTS AND RETURNS as per section 1500, 1700 & 2200 of MORT&H Specifications (V Revision). | 205 | 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 as per Sections 1500, 1700 & 2200 of MoRT&(H) Specifications (Fifth Revision) . | 22 | Cum | - | - |
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