Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.1 CrAccepted-AOC | ₹8.1 Cr Quoted ₹8.5 Cr | L1 | Accepted-AOC Lowest Value Quoted by M/s.Maruthamalai Constructions has been awarded the contract |
| 2 | L2₹8.7 Cr+₹22.2 L (2.62%)Rejected-Finance NO 6 26A CHETTIPATTI GOVINDAPADI KOLATHUR METTUR TALUK SALEM 636 303 | SALEM | TAMIL NADU | 636303 | ₹8.7 Cr+₹22.2 L (2.62%) | L2 | Rejected-Finance Comparatively Higher price |
| 3 | L3₹8.9 Cr+₹44.3 L (5.23%)Rejected-Finance | ₹8.9 Cr+₹44.3 L (5.23%) | L3 | Rejected-Finance Comparatively Higher price |
| Sl No | Description | Qty | Unit | M/s.RM AND COMPANY L2 | Maruthamalai Constructions L1 | BS ENGINEERS AND CONTRACTORS L3 |
|---|---|---|---|---|---|---|
| 1.00 | Earth work excavation in all classes of soil and depositing on bank with all leads and lifts as per SS 20B, including cost of all labour, equipments and all incidental charges such as bailing out water, providing and maintaining necessary coffer dams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation back filling and clearing the site and disposal of all surplus materilas etc.,complete, as per relevant standard specifation FOR DRESSING THE BED UPTO SILL LEVEL. | 1,600 | Cubic Metre | 141 ₹2,25,600 | 135 ₹2,16,000 Lowest | 145 ₹2,32,000 |
| 2.00 | Earth work excavation in all classes of soil and depositing on bank with all leads and lifts as per SS 20B, including cost of all labour, equipments and all incidental charges such as bailing out water, providing and maintaining necessary coffer dams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation back filling and clearing the site and disposal of all surplus materilas etc.,complete, as per relevant standard specifation, PILE CAP OF ABUTMENTS & PIERS as per section 300 of Morth specifications (fifth revision) (including 600mm from the face of foundation for extra working space as per IS: 1200 (Part 1) - 1992 Cl:4.2.5.1) | 510.28 | Cubic Metre | 444 ₹2,26,564.32 | 430 ₹2,19,420.4 Lowest | 455 ₹2,32,177.4 |
| 3.00 | Providing & driving in position Permanenet MS liners 6mm thick for piles upto maximum scour level from bottom of pile cap as per cl. 709.14 of IRC 78 -2014 including cost of liners and fabricating, welded construction with consumables 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 MORTH specifications (Fifth revision) | 13.96 | MT | 90,278 ₹12,60,280.88 | 88,000 ₹12,28,480 Lowest | 92,600 ₹12,92,696 |
| 4.00 | Vibrated Reinforced Cement Concrete M35 (Design mix) using 20mm ISS HBG graded metal Bored Cast in situ Piles of 1200mm diameter, as per Cl. 709.1.9 of irc 78 2014 including cost and conveyance of all materials to site excluding cost of steel but including cost and conveyance of all materials to site and position before concreting setting up of piling equipment shifting the same from one pile location dismantling and including alll labour for boring through all soils leading the excavated earth to a distance 200m including forming of working platform over th river bed for accomdating 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 PIER as as per section 1100 &1700 of MoRT&H specifications (V Revision) | 255.2 | Running Metre | 24,087 ₹61,47,002.4 | 23,480 ₹59,92,096 Lowest | 24,700 ₹63,03,440 |
| 5.00 | Compacted plain Cement concrete of grade M15 (Nominal Mix) using 20mm ISS HBG 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 incidential charges such as bailing out water, maintaining protective bunds, coffer dams, shoring, structing etc., complete as per relevant statndard specification, FOR LEVELLING COURSE of 100mm THICKNESS, BELOW PILE CAP ABUTMENTS & PIERS as per section 2100 of MoRT&H specification (V Revision) | 12.17 | Cubic Metre | 7,067 ₹86,005.39 | 6,885 ₹83,790.45 Lowest | 7,300 ₹88,841 |
| 6.00 | Vibrated Reinforced Cement Concrete M35 (Design mix) using 20mm ISS HBG graded metal including cost and conveyance of all materials to site excluding cost of steel but including cost of formwork, soft water, labour charges for mixing, transporting, laying and 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 as per relevant standard specification FOR pile cap under ABUTMENTS AND PIERS as per section 1100, 1500 & 1700 of MoRT&H specifications (V Revision) | 307.03 | Cubic Metre | 11,279 ₹34,62,991.37 | 10,990 ₹33,74,259.7 Lowest | 11,600 ₹35,61,548 |
| 7.00 | Vibrated Reinforced Cement Concrete M35 (Design mix) using 20mm ISS HBG graded metal including cost and conveyance of all materials to site excluding cost of steel but including cost of formwork, soft water, labour charges for mixing, transporting, laying and 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, ABUTMENT AND RETURN WALL SUBSTRUCTURE as per section 1500, 1700 & 2100 of MoRT&H specifications (V Revision) | 146.86 | Cubic Metre | 13,536 ₹19,87,896.96 | 13,195 ₹19,37,817.7 Lowest | 13,900 ₹20,41,354 |
| 8.00 | Vibrated Reinforced Cement Concrete M35 (Design mix) using 20mm 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 and curing concrete, working at heights, hire charges for tools and plants including all other incidental charges etc.,complete FOR BED BLOCK CUM DIRTWALL OVER ABUTMENTS as per section 1500, 1700 & 2200 of MoRT&H specifications (V Revision) | 20.18 | Cubic Metre | 17,190 ₹3,46,894.2 | 16,760 ₹3,38,216.8 Lowest | 17,650 ₹3,56,177 |
| 9.00 | Vibrated Reinforced Cement Concrete M35 (Design mix) using 20mm 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 and curing concrete, working at heights, potable water, hire charges for tools and plants including all other incidental charges etc.,complete FOR PIERS 1500 MM DIAas per section 1500, 1700 & 2200 of MoRT&H specifications (V Revision) | 15.03 | Cubic Metre | 17,253 ₹2,59,278.08 | 16,820 ₹2,52,770.96 Lowest | 17,700 ₹2,65,995.6 |
| 10.00 | Vibrated Reinforced Cement Concrete M35 (Design mix) using 20mm 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 and curing concrete, working at heights, potable water, hire charges for tools and plants including all other incidental charges etc.,complete FOR CAPPING BEAM OVER PIERS as per sections 1500, 1700 & 2200 of MoRT&H specifications (V Revision) | 62.47 | Cubic Metre | 13,556 ₹8,46,843.32 | 13,215 ₹8,25,541.05 Lowest | 13,900 ₹8,68,333 |
Tender Value
₹8.1 Cr
EMD Value
₹4.2 L
Closing Date
28 Jan 2026, 3:00 pmClosed
SE(NH)Chennai
O/o of the Superintending Engineer (NH) Arumbakkam, Chennai-106
Construction of High level Bridge at km 11/6 of Kilveethi-Minnal -Ameerpet Road (M-792) in lieu of existing causeway (Job No TN-CRIF-2025-26-CNI-05)
2026_MoRTH_894680_1
TN.No.23/NH/2025-26/Dated 19.01.2026(IInd Call)
Open Tender
Civil Works - Bridges
Item Rate
300 days
Kilveethi
As per Tender Documents
5 documents required · 5 mandatory
₹17,700
As per Tender Documents
₹4.2 L
SE(NH)Chennai
23 Mar 2026
20 Jan 2026
29 Jan 2026
20 Jan 2026
28 Jan 2026
20 Jan 2026
20 Jan 2026 - 22 Jan 2026
22 Jan 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work excavation in all classes of soil and depositing on bank with all leads and lifts as per SS 20B, including cost of all labour, equipments and all incidental charges such as bailing out water, providing and maintaining necessary coffer dams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation back filling and clearing the site and disposal of all surplus materilas etc.,complete, as per relevant standard specifation FOR DRESSING THE BED UPTO SILL LEVEL. | 1,600 | Cubic Metre | - | - |
| 2 | Earth work excavation in all classes of soil and depositing on bank with all leads and lifts as per SS 20B, including cost of all labour, equipments and all incidental charges such as bailing out water, providing and maintaining necessary coffer dams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation back filling and clearing the site and disposal of all surplus materilas etc.,complete, as per relevant standard specifation, PILE CAP OF ABUTMENTS & PIERS as per section 300 of Morth specifications (fifth revision) (including 600mm from the face of foundation for extra working space as per IS: 1200 (Part 1) - 1992 Cl:4.2.5.1) | 510.28 | Cubic Metre | - | - |
| 3 | Providing & driving in position Permanenet MS liners 6mm thick for piles upto maximum scour level from bottom of pile cap as per cl. 709.14 of IRC 78 -2014 including cost of liners and fabricating, welded construction with consumables 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 MORTH specifications (Fifth revision) | 13.96 | MT | - | - |
| 4 | Vibrated Reinforced Cement Concrete M35 (Design mix) using 20mm ISS HBG graded metal Bored Cast in situ Piles of 1200mm diameter, as per Cl. 709.1.9 of irc 78 2014 including cost and conveyance of all materials to site excluding cost of steel but including cost and conveyance of all materials to site and position before concreting setting up of piling equipment shifting the same from one pile location dismantling and including alll labour for boring through all soils leading the excavated earth to a distance 200m including forming of working platform over th river bed for accomdating 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 PIER as as per section 1100 &1700 of MoRT&H specifications (V Revision) | 255.2 | Running Metre | - | - |
| 5 | Compacted plain Cement concrete of grade M15 (Nominal Mix) using 20mm ISS HBG 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 incidential charges such as bailing out water, maintaining protective bunds, coffer dams, shoring, structing etc., complete as per relevant statndard specification, FOR LEVELLING COURSE of 100mm THICKNESS, BELOW PILE CAP ABUTMENTS & PIERS as per section 2100 of MoRT&H specification (V Revision) | 12.17 | Cubic Metre | - | - |
| 6 | Vibrated Reinforced Cement Concrete M35 (Design mix) using 20mm ISS HBG graded metal including cost and conveyance of all materials to site excluding cost of steel but including cost of formwork, soft water, labour charges for mixing, transporting, laying and 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 as per relevant standard specification FOR pile cap under ABUTMENTS AND PIERS as per section 1100, 1500 & 1700 of MoRT&H specifications (V Revision) | 307.03 | Cubic Metre | - | - |
| 7 | Vibrated Reinforced Cement Concrete M35 (Design mix) using 20mm ISS HBG graded metal including cost and conveyance of all materials to site excluding cost of steel but including cost of formwork, soft water, labour charges for mixing, transporting, laying and 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, ABUTMENT AND RETURN WALL SUBSTRUCTURE as per section 1500, 1700 & 2100 of MoRT&H specifications (V Revision) | 146.86 | Cubic Metre | - | - |
| 8 | Vibrated Reinforced Cement Concrete M35 (Design mix) using 20mm 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 and curing concrete, working at heights, hire charges for tools and plants including all other incidental charges etc.,complete FOR BED BLOCK CUM DIRTWALL OVER ABUTMENTS as per section 1500, 1700 & 2200 of MoRT&H specifications (V Revision) | 20.18 | Cubic Metre | - | - |
| 9Vibrated Reinforced Cement Concrete M35 (Design mix) using 20mm 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 and curing concrete, working at heights, potable water, hire charges for tools and plants including all other incidental charges etc.,complete FOR PIERS 1500 MM DIAas per section 1500, 1700 & 2200 of MoRT&H specifications (V Revision) | |||||
| 10 | Vibrated Reinforced Cement Concrete M35 (Design mix) using 20mm 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 and curing concrete, working at heights, potable water, hire charges for tools and plants including all other incidental charges etc.,complete FOR CAPPING BEAM OVER PIERS as per sections 1500, 1700 & 2200 of MoRT&H specifications (V Revision) | 62.47 | Cubic Metre | - | - |
stage.html
html • 0.05 MB
tech_bid_open.pdf
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.44 MB
KMA.rar
Tender Documents • 4.49 MB
BOQ_940395.xls
BOQ • 0.38 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .