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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 CrAccepted-AOC | ₹1.7 Cr Quoted ₹1.8 Cr | L1 | Accepted-AOC Quoted Less Percentage |
| 2 | L2₹1.8 CrRejected-AOC | ₹1.8 Cr | L2 | Rejected-AOC Quoted Above Percentage |
| 3 | L3₹1.8 CrRejected-AOC 213 Y KAMARAJ NAGAR FIRST STREET BHAVANI | KARUR | TAMIL NADU | 621301 | ₹1.8 Cr | L3 | Rejected-AOC Quoted Above Percentage |
| Rank | Bidder | Quote | Total Amount |
|---|---|---|---|
| L3 | VEDANAYAKI CONSTRUCTION Bid ID 1590029 | 5.75% above | ₹1,84,51,665 |
| L2 | TPS CONSTRUCTIONS Bid ID 1590043 | 3.7% above | ₹1,80,93,973 |
| L1 | SIVA BUILDERS Bid ID 1590035 | 1.75% above | ₹1,77,53,729 |
Tender Value
₹1.7 Cr
EMD Value
₹98,000
Closing Date
7 Feb 2026, 11:00 amClosed
SE H C and M Salem
O/o the Superintending Engineer (Highways), Construction and Maintenance Circle, Salem Steel Plant Main Road, Jagir Ammapalayam, Salem
Widening from Single lane to Intermediate lane at Km 0/0-2/0 of Kamaneri - Ramakrishnanur Road including Reconstruction of Box Culvert (SLM-131)
2026_HWAY_645497_1
52 / 2025-2026 / HDO, Dated. 19.01.2026-3
Open Tender
Civil Works - Roads
90 days
Edappady
Not applicable
2 documents required · 2 mandatory
₹0
₹98,000
19 Feb 2026
22 Jan 2026
7 Feb 2026
22 Jan 2026
7 Feb 2026
22 Jan 2026
Picking the existing BT surface upto 50mm thick as directed by the Departmental officers and collecting the picked up salvaged metal and stacking the same for reuse and depositing the debris excludung cost of materials including all labour charges for picking and all other tools and plants employed of the work and including all other incidental charges etc.,complete as per clause 111, 112, 202, 305.4.3 of MORTH - Vth Revision etc.,complete.
Earth Work excavation in all classes of soil except hard rock not requiring blasting and deposting 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 of all logs,stumps and other deleteriuos matter and obstructions,trimming of bottom of excavation,backfilling and clearing the site and disposal of all surplus materials etc.,complete as per standard specification for Boxing as per clause 111, 112, 201, 202, 301 to 305 & 900 of MORTH Vth Revision
Providing, laying, spreading and compacting graded stone aggregates for Granular Sub Base, including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in Sub Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5 - for Grading- V Material
Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam of 250mm thickness, including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in Sub Base/ Base course on well prepared surface and compacting with vibratory soil compactor to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 111, 112, 406 & 900 of MORTH Vth Revision
Providing and laying Prime Coat over WBM/ WMM surface using 7 Kg of Emulsion Bitumen (SS1) per 10 sqm for preparatory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 111, 112, 501, 502 & 900 of MORTH Vth Revision
Providing and laying Tack Coat over WBM/ WMM surface (treated with primer) using 2.50 Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 111, 112, 501, 503 & 900 of MORTH Vth Revision
Providing and laying Tack Coat over Existing BT surface using 2 Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 111, 112, 501, 503 & 900 of MORTH Vth Revision
Providing and laying Tack Coat over Dry Lean Cement Concrete surface using 3.00 Kg of Bitumen Emulsion (RS1) per10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 111, 112, 501, 503 & 900 of MORTH Vth Revision
Providing, laying 50mm consolidated thick Dense Bituminous Macadam using 0.40cum of 37.50-13.20mm, 0.35 cum of 13.20-2.36 mm and 0.36 cum of 2.36 mm & below size IRC metal with 53.20 kgs of VG30 grade bitumen for premixing per 10 sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing the min the required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to site, spreading the mix to uniform thickness of 50 mm with mechanical paver to the specified grades and cross section sand consolidated by Vibratory Roller to the required density etc., including labour for attending to paver to site etc.,including hire and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and allother tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per MoRTH specification clause No.111,112,501,505 & 900 - Grading II
Providing, laying 50mm consolidated thick Bituminous Macadam using 0.20cum of 26.50-13.20mm, 0.43cum of 13.20-2.36mm and 0.08cum of 2.36mm & below size IRC metal with 37Kgs of VG30 Grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in required temperature using Central hot mix plant 20-30ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 504 of MORTH Rev-5 Grading II
Providing and laying Bituminous Concrete to 30/40mm thick using 0.13 cum of 19.00- 9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30kgs of VG30 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per clause No. 111, 112, 501, 507 & 900 of MORTH vth Revision Grading II
Providing compaction for embankment / making up of low berms using the availablebox cut earth including all hire and fuel charges for power roller for compaction, water sprinkler, including all labour charges for laying, spreading, watering etc., complete and asdirected by the departmental engineers. (Labour and Hire charges only)
Dismantling Culverts, bridges and other structures Dismantling salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc as per clause No. 111, 112, 202 of MORTH vth Revision Dismantling Plain Cement Concrete
1.1. Reconstruction of Box Culvert at Km.0/2 of Kamaneri - Ramakrishnanur road
1.2. Reconstruction of Box Culvert at Km.1/8 of Kamaneri - Ramakrishnanur road
Earth Work excavation in all classes of soil except hard rock not requiring blasting and deposting 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 of all logs, stumps and other deleteriuos matter and obstructions, trimming of bottom of excavation, backfilling and clearing the site and disposal of all surplus materials etc.,complete as per standard specification for Foundation of Box Culvert, Retaining Wall as per clause 111, 112, 201, 202, 301 to 305 & 900 of MORTH Vth Revision
1.1. Reconstruction of Box Culvert at Km.0/2 of Kamaneri - Ramakrishnanur road
1.2. Reconstruction of Box Culvert at Km.1/8 of Kamaneri - Ramakrishnanur road
Vibrated Cement Concrete of grade M15 Nominal Mix using 40mm ISS size HBG metal including cost and conveyance of all materials to site complying with required standards and specifications. including cost of formwork, mixing, laying and compacting using vibrator including hire and fuel charges for all Tools and Plants and incidental charges such as maintaining of protective bunds, coffer dams strutting etc., complete as per relevant standard specification for Base Concrete of Box Culvert and Retaining Wall as per clause as per clause 1000, 1500, 1700, 2100, 2200 & 2908 of MORTH Vth Revision
1.1. Reconstruction of Box Culvert at Km.0/2 of Kamaneri - Ramakrishnanur road
1.2. Reconstruction of Box Culvert at Km.1/8 of Kamaneri - Ramakrishnanur road
Vibrated Cement Concrete of grade M20 Nominal Mix using 40mm ISS size HBG metal including cost and conveyance of all materials to site complying with required standards and specifications. including cost of formwork, mixing, laying and compacting using vibrator including hire and fuel charges for all Tools and Plants and incidental charges such as maintaining of protective bunds, coffer dams strutting etc., complete as per relevant standard specification for Stem and Batter Portion of Retaining wall as per clause 1000, 1500, 1700, 2100, 2200 & 2908 of MORTH Vth Revision
1.2. Reconstruction of Box Culvert at Km.1/8 of Kamaneri - Ramakrishnanur road
Vibrated Reinforced Cement Concrete of grade M25 (Design mix) using 20mm and 12mm ISS 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, 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 Base Slab, Side Walls, Top Slab of Box Culvert as per clause 900, 1000, 1500, 1600, 1700, 2100, 2200 & 2300 of MORTH Vth Revision
1.1. Reconstruction of Box Culvert at Km.0/2 of Kamaneri - Ramakrishnanur road
1.2. Reconstruction of Box Culvert at Km.1/8 of Kamaneri - Ramakrishnanur road
Vibrated Cement Concrete of grade M20 (Nominal mix) using 40mm ISS size HBG metal including cost and conveyance of all materials to site and cost cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths Tools and Plants and incidental charges etc., complete as per relevent standard specification for Wing wall and Parapet as per clause 1000, 1500, 1700, 2100, 2200 & 2908 of MORTH Vth Revision
1.1. Reconstruction of Box Culvert at Km.0/2 of Kamaneri - Ramakrishnanur road
1.2. Reconstruction of Box Culvert at Km.1/8 of Kamaneri - Ramakrishnanur road
Supply and fabrication of STEEL grade Fe500/500D/550/550D for all the reinforced cement concrete items of work involved in the schedule including cost of steel, cost of fabrication, labour charges for cleaning the rods, straightening, cutting, bending, tying grills, hoisting and placing the reinforcement in position as specified in the drawing including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc., complete. as per standard specification as per clause 1000, 1500, 1600, 1700, 2100 & 2300 of MORTH Vth Revision
1.1. Reconstruction of Box Culvert at Km.0/2 of Kamaneri - Ramakrishnanur road
1.2. Reconstruction of Box Culvert at Km.1/8 of Kamaneri - Ramakrishnanur road
Filling behind the Box Culvert with Stone Dust including cost and conveyance to site including labour charges for filling in layers , watering , tamping under optimum moisture content to get the maximum density and all other incidental charges etc., complete as per clause 304 & 2907 of MORTH Vth Revision
1.1. Reconstruction of Box Culvert at Km.0/2 of Kamaneri - Ramakrishnanur road
1.2. Reconstruction of Box Culvert at Km.1/8 of Kamaneri - Ramakrishnanur road
Excavation including removal and satisfactory disposal of all materias necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer formation of Diversion Road using Carted Earth with an avearge lead of 2 Kms. as per MORTH specification clause No. 111, 112, 301 to 305 & 900 of MORTH vth Revision
1.1. Reconstruction of Box Culvert at Km.0/2 of Kamaneri - Ramakrishnanur road
1.2. Reconstruction of Box Culvert at Km.1/8 of Kamaneri - Ramakrishnanur road
Gravel for Sub Base 150mm thick including cost and conveyance of gravel to worksite laying anmd filling in layers of 75mm thick tamping including watering with all leads for water and all other incidental charges etc.,complete for Diversion road as per clause 111,112,401&900 of MORTH Vth Revision
1.1. Reconstruction of Box Culvert at Km.0/2 of Kamaneri - Ramakrishnanur road
1.2. Reconstruction of Box Culvert at Km.1/8 of Kamaneri - Ramakrishnanur road
Providing and fixing 100mm dia PVC Seepage Pipes of required length for abutment and wing, retaining wall including cost and conveyance of all materials to worksite, cost and labour for semi-spherical backfill arrangements with 100mm size broken granite stones at the periphery and labour charges for fixing etc., complete to drain the backfill in the Abutment and wings as per clause 2700 of MORTH Vth Revision
1.2. Reconstruction of Box Culvert at Km.1/8 of Kamaneri - Ramakrishnanur road
Filling behind Retaining wall with clean good gritty gravel in including cost and conveyance to site including labour charges for filling in layers , watering , tamping under optimum moisture content to get the maximum density and all other incidental charges etc., complete as per clause 304 & 2907 of MORTH Vth Revision
1.2. Reconstruction of Box Culvert at Km.1/8 of Kamaneri - Ramakrishnanur road
Filling behind Abutment and Wings with excavated earth including labour charges for filling in layers , watering , tamping under optimum moisture content to get the maximum density and all other incidental charges etc., complete as per clause 304 & 2907 of MORTH Vth Revision (Labour charges Only)
1.2. Reconstruction of Box Culvert at Km.1/8 of Kamaneri - Ramakrishnanur road
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