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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹19.1 CrAccepted-AOC D NO 1160 WEST END COLONY ANNA NAGAR WEST EXTENSION CHENNAI 600101 | CHENNAI | TAMIL NADU | 600101 | 1 | Accepted-AOC AWARD OF CONTRACT | |
| 2 | 2₹21.8 Cr+₹1.2 Cr (5.72%)Rejected-Finance | 2 | Rejected-Finance Highest bid |
| Sl No | Description | Qty | Unit | GURUMURTHY ENGINEERING ENTERPRISES L2 | APVK INFRA PRIVATE LIMITED L1 |
|---|---|---|---|---|---|
| 1.00 | Earth work excavation in all classes of soils 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 LEVEL. | 500 | Cubic Metre | 148 ₹74,000 | 141 ₹70,500 Lowest |
| 2.00 | Earth work excavation in all classes of soils 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 PILECAP OF ABUTMENTS & PIERS as per Section 300 of MoRT&(H) Specifications (Fifth Revision), (including 600 mm from the face of Pilecap as per Cl. 4.2.5.1 of IS 1200 (Part 1)-1992. | 900 | Cubic Metre | 538 ₹4,84,200 | 512 ₹4,60,800 Lowest |
| 3.00 | Providing and driving in position permanent MS liners 6mm thick for piles upto maximum scour level from bottom of pilecap as per Cl.709.1.4 of IRC 78-2014 including cost of liners and fabricating, welded construction with consumable, labour and plants and driving to be left permanently with the pile shaft as per requirement and as per standard specification, and placing them in position with all leads and lifts etc. complete as per Sections 1100 & 1600 of MoRT&(H) Specifications (Fifth Revision). | 23 | Metric Tonne | 94,741 ₹21,79,043 | 90,278 ₹20,76,394 Lowest |
| 4.00 | Vibrated reinforced cement concrete of grade M35 (Design mix) using 20mm ISS size HBG graded metal Bored-cast-in situ piles of 1200mm diameter, as per CI.709.1.9 of IRC:78-2014, 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 accommodating piling equipment forming approaches to the working platform, mixing concrete, filling it in position 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 Sections 1100 & 1700 of MoRT&(H) Specifications (Fifth Revision). | 715 | Running Metre | 24,825 ₹1,77,49,875 | 23,656 ₹1,69,14,040 Lowest |
| 5.00 | Compacted cement concrete of grade M15 (Nominal mix) 1:2:4 using 40 mm 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, hire charges for tools and plants including all other. incidential charges such as bailing out water, maintaining protective bunds, cofferdams, shoring, structting etc, complete for LEVELLING COURSE BELOW PILE CAP OF ABUTMENTS & PIERS as per Sections 1100 & 1704.3 of MoRT&(H) Specifications (Fifth Revision). | 21 | Cubic Metre | 8,264 ₹1,73,544 | 7,875 ₹1,65,375 Lowest |
| 6.00 | Vibrated reinforced cement concrete M35 (Design mix) using 20 mm ISS size 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 such as bailing out water, maintaining of protective bunds, cofferdams, shoring, strutting etc., complete for PILECAPS UNDER ABUTMENT AND PIERS as per Sections 1100,1500 & 1700 of MoRT&(H) Specifications (Fifth Revision). | 505 | Cubic Metre | 12,500 ₹63,12,500 | 11,911 ₹60,15,055 Lowest |
| 7.10 | Vibrated reinforced cement concrete of grade M35 (Design mix) us 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 ABUTMENT AND RETURN WALL SUBSTRUCTURE as per Sections 1500,1700 & 2200 of MoRT&(H) Specifications (Fifth Revision).Below sill | 7 | Cubic Metre | 14,286 ₹1,00,002 | 13,613 ₹95,291 Lowest |
| 7.20 | Vibrated reinforced cement concrete of grade M35 (Design mix) us 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 ABUTMENT AND RETURN WALL SUBSTRUCTURE as per Sections 1500,1700 & 2200 of MoRT&(H) Specifications (Fifth Revision).Above sill | 194 | Cubic Metre | 14,944 ₹28,99,136 | 14,240 ₹27,62,560 Lowest |
| 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 OVER ABUTMENTS as per Sections 1500,1700 & 2200 of MoRT&(H) Specifications (Fifth Revision). | 21 | Cubic Metre | 17,785 ₹3,73,485 | 16,947 ₹3,55,887 Lowest |
| 9.00 | Vibrated reinforced cement concrete M35 (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, hire charges for tools and plants including all other incidental charges, etc., complete for PEDESTAL AND REACTION BLOCK (SEISMIC ARRESTER) OVER BED BLOCKS & CAPPING BEAMS as per section 1500, 1700 & 2200 of MORT&H Specifications (V Revision) and as per CI. 218.9 of IRC: 6-2017, CI.6.4.3 (v) and CI. 8.5.3.1 of IRC: SP: 114-2018. | 20 | Cubic Metre | 18,948 ₹3,78,960 | 18,056 ₹3,61,120 Lowest |
Tender Value
₹19.1 Cr
EMD Value
₹9.7 L
Closing Date
17 Feb 2026, 12:00 pmClosed
Superintending Engineer (H) N and RR Chengalpattu
No.B48, Alagesan nagar, Chengalpattu
Construction of High Level Bridge at Km.1/2 of MP Road to Andarmadam Road in lieu of flood damaged causeway
2026_HWAY_648382_1
TN.No.43 / SI.No.01 / 2025-2026 / SDO
Open Tender
Civil Works - Bridges
Item Rate
730 days
Thiruvallur
Please refer Tender documents
16 documents required · 16 mandatory
₹0
₹9.7 L
O/o the SE (H) N and RR Chengalpattu
12 Mar 2026
31 Jan 2026
17 Feb 2026
31 Jan 2026
17 Feb 2026
4 Feb 2026
2 Feb 2026 - 4 Feb 2026
10 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work excavation in all classes of soils 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 LEVEL. | 500 | Cubic Metre | - | - |
| - | Earth work excavation in all classes of soils 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 PILECAP OF ABUTMENTS & PIERS as per Section 300 of MoRT&(H) Specifications (Fifth Revision), (including 600 mm from the face of Pilecap as per Cl. 4.2.5.1 of IS 1200 (Part 1)-1992. | 900 | Cubic Metre | - | - |
| - | Providing and driving in position permanent MS liners 6mm thick for piles upto maximum scour level from bottom of pilecap as per Cl.709.1.4 of IRC 78-2014 including cost of liners and fabricating, welded construction with consumable, labour and plants and driving to be left permanently with the pile shaft as per requirement and as per standard specification, and placing them in position with all leads and lifts etc. complete as per Sections 1100 & 1600 of MoRT&(H) Specifications (Fifth Revision). | 23 | Metric Tonne | - | - |
| - | Vibrated reinforced cement concrete of grade M35 (Design mix) using 20mm ISS size HBG graded metal Bored-cast-in situ piles of 1200mm diameter, as per CI.709.1.9 of IRC:78-2014, 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 accommodating piling equipment forming approaches to the working platform, mixing concrete, filling it in position 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 Sections 1100 & 1700 of MoRT&(H) Specifications (Fifth Revision). | 715 | Running Metre | - | - |
| - | Compacted cement concrete of grade M15 (Nominal mix) 1:2:4 using 40 mm 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, hire charges for tools and plants including all other. incidential charges such as bailing out water, maintaining protective bunds, cofferdams, shoring, structting etc, complete for LEVELLING COURSE BELOW PILE CAP OF ABUTMENTS & PIERS as per Sections 1100 & 1704.3 of MoRT&(H) Specifications (Fifth Revision). | 21 | Cubic Metre | - | - |
| - | Vibrated reinforced cement concrete M35 (Design mix) using 20 mm ISS size 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 such as bailing out water, maintaining of protective bunds, cofferdams, shoring, strutting etc., complete for PILECAPS UNDER ABUTMENT AND PIERS as per Sections 1100,1500 & 1700 of MoRT&(H) Specifications (Fifth Revision). | 505 | Cubic Metre | - | - |
| 7.1 | Vibrated reinforced cement concrete of grade M35 (Design mix) us 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 ABUTMENT AND RETURN WALL SUBSTRUCTURE as per Sections 1500,1700 & 2200 of MoRT&(H) Specifications (Fifth Revision).Below sill | 7 | Cubic Metre | - | - |
| 7.2 | Vibrated reinforced cement concrete of grade M35 (Design mix) us 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 ABUTMENT AND RETURN WALL SUBSTRUCTURE as per Sections 1500,1700 & 2200 of MoRT&(H) Specifications (Fifth Revision).Above sill | 194 | Cubic Metre | - | - |
| 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 OVER ABUTMENTS as per Sections 1500,1700 & 2200 of MoRT&(H) Specifications (Fifth Revision). | 21 | Cubic Metre | - | - |
| - | Vibrated reinforced cement concrete M35 (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, hire charges for tools and plants including all other incidental charges, etc., complete for PEDESTAL AND REACTION BLOCK (SEISMIC ARRESTER) OVER BED BLOCKS & CAPPING BEAMS as per section 1500, 1700 & 2200 of MORT&H Specifications (V Revision) and as per CI. 218.9 of IRC: 6-2017, CI.6.4.3 (v) and CI. 8.5.3.1 of IRC: SP: 114-2018. | 20 | Cubic Metre | - | - |
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