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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.2 CrAccepted-AOC 29 A P T C ROAD NEAR BUS STAND MADURAI 625017 | MADURAI | TAMIL NADU | 625017 | ₹4.2 Cr | L1 | Accepted-AOC accept |
| 2 | L2₹4.3 CrRejected-Finance NO 74 NEERPAZHANI VIRAALIMALAI TALUKA PUDUKKOTTAI DISTRICT 622 515 | PUDUKKOTTAI | TAMIL NADU | 622515 | ₹4.3 Cr | L2 | Rejected-Finance OTHER THAN LOWEST |
| 3 | L3₹4.6 CrRejected-Finance | ₹4.6 Cr | L3 | Rejected-Finance OTHER THAN LOWEST |
Tender Value
₹4.5 Cr
EMD Value
₹2.3 L
Closing Date
7 Feb 2026, 11:00 amClosed
The Superintending EngineerH CANDM TIRUCHIRAPPALLI
Thiru.J.Elamvazhuthi, B.E., Superintending Engineer HIGHWAYS C AND M TVS TOLGATE TIRUCHIRAPPALLI
Widening from Single lane to Intermediate lane and Strengthening at Km 0/0-5/0 of Fathima Nagar - Sevanthiyandipatti road including Reconstruction of Box Culvert. TRY 96
2026_HWAY_645489_2
TN.NO.42/2025-26
Open Tender
Civil Works - Roads
150 days
PUDUKKOTTAI
AS PER TENDER DOCUMENT
7 documents required · 7 mandatory
₹0
₹2.3 L
26 Feb 2026
22 Jan 2026
7 Feb 2026
22 Jan 2026
7 Feb 2026
23 Jan 2026
Road Work
Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour charges, materials, tools, equipments and all incidental charges, removal of other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete Box Cutting for Widening portion as per MoRTH Rev V standard specification 100, 111, 112, 305
GRANULAR SUB BASE Grade -V 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 motor grader as Sub 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 401 of MORTH Rev-5 ( Grade V)
GRANULAR SUB BASE Grade -III 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 motor grader as Sub 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 401 of MORTH Rev-5 ( Grade III)
Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam 250mm thick, 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 motor grader 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 406 of MORTH Rev-5
Providing and laying Prime Coat over WMM surface using 7 Kg of Emulsion Bitumen (SS1) per 10 sqm for preparatory to another bituminous construction over it, spraying with pressure distributor including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 502 of MORTH Rev-5
Providing and laying Tack Coat over WMM surface (treated with primer) using 2.50 Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it spraying with pressure distributor including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as as per Clause 503 of MORTH Rev-5
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 spraying with pressure distributor including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as perClause 503 of MORTH Rev-5
BM (Grade-II ) 50 mm thick using VG 30 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 37 Kgs 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 20-30 ton 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
One Cubic Metre
COMPACTION UTILIZING AVAILABLE BOX CUT EARTH Providing compaction for making up of low berms using the available box 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 as directed by the departmental engineer as per MoRTH Rev-5 specification
BC 30/40mm Thick (Grade-II) Using VG30 Bitumen 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 Roller 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 specification using CMP as per clause 507 of MORTH Rev-5.'Dismantling salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc.including cost of all labour , Machinery and all incidental charges complying with Morth Rev.5 Specification. a)Dismantling RR masonry in cement mortar MORTH 111, 112, 202êFEarth work excavation in all classes of soils except hard rock 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 all logs, stumps and other deleterious matter 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 Box Culvert as per Cl.111, 112, 201, 304 and 900 of MORTH Rev-5.>Cement Concrete of grade M15 (Nominal mix) using 40mm ISS size HBG graded metal using with M-Sand including cost and conveyance of all materials to site including cost of cement including cost of formwork, soft water, labor charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for LEVELLING COURSE for Box culvert as per MORTH Vth Rev., 100, 1000, 1500, 1700, 2100 & 900. +ÀäVibrated Reinforced Cement Concrete of grade M25 (Design mix) using 20mm and below ISS graded hard broken granite metal using with M-Sand, 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 depth, hire charges for tools and plants including all other incidental charges etc., complete as per relevant standard specifications as directed by the Engineer for BASE SLAB, STEM AND TOP SLAB OF Box culvert as per MORTH No. 100, 900, 1000, 1500, 1600, 1700, 2200, 2300>HuVibrated Cement Concrete M 20 grade nominal mix using 40mm ISS size hard broken granite metal using with M-Sand including cost and conveyance of all materials from approved quarry to worksite including cost of cement including cost and labour charges for formwork and centering mixing the concrete, transporting, laying, vibrating, compacting, curing with all leads for soft potable water, working in all depths including hire, running and fuel charges for all tools and plants employed and in accordance with standard specification for as per MORTH Vth Rev., 1000, 1500, 1700, 2100 & 900 - for foundation footing below wing wall0NpVibrated Cement Concrete M 20 grade nominal mix using 40mm ISS size hard broken granite metal using with M-Sand including cost and conveyance of all materials from approved quarry to worksite including cost of cement including cost and labour charges for formwork and centering mixing the concrete, transporting, laying, vibrating, compacting, curing with all leads for soft potable water, working in all depths including hire, running and fuel charges for all tools and plants employed and in accordance with standard specification for as per MORTH Vth Rev., 1000, 1500, 1700, 2100 & 900 - for culvert wing wall and Parapet0OvVibrated reinforced cement Concrete M30 grade design mix using ISS size HBG graded metal and using M.sand including cost and conveyance of all materials to worksite and cement excluding cost and fabrication of steel including all labour charges for mixing concrete, laying, vibrating, hire charges for tools and plants, compacting, curing with all leads for soft water, including all other incidental charges, formwork, cost of premoulded expansion joints and fixing the same in position etc., complete for wearing coat of 75mm uniform thickness over deck slab and approach slab as per section 2702 of MORTH specification (Rev- V)9÷CÀCarted Earth for Diversion Road Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour charges, materials, tools, equipments and all incidental charges, including compacting with power roller, watering, including all hire and fuel charges for all tools and plants, removal of other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification. For Carted Earth with compaction for Diversion Road as per MoRTH Rev-5 specification (with an average lead of 5.0 km) ]K~ Supply of NP3 Class RCC Pipe of 1000 mm dia conforming to IS 458/2003 including cost of pipe as a finished work including all other incidental charges, testing charges including loading, unloading, transport and delivery in good condition at work site etc., complete, as directed by the Departmental Officers and as per standard specifications.as per MORTH Vth Rev., for Diversion Road,oHoisting and fixing of NP3 Class RCC Pipe of 1000 mm dia and Collars in proper gradient including all labour charges and all other incidental charges etc., complete, as directed by the Departmental Officers and as per standard specifications.as per MORTH Vth Rev., for Diversion Road9QGRANULAR SUB BASE Grade -V 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 motor grader as Sub 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 401 of MORTH Rev-5 ( Grade V) for Diversion Road>Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam 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 motor grader 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 406 of MORTH Rev-5 for Diversion RoadH]Providing and fixing 110mm 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 as per standard specification. -MORTH Vth Rev., 270612Reconstruction of Box Culvert at km 1/6(i),1/6(ii)
One Cubic Metre
One Cubic Metre
One Cubic Metre
One Cubic Metre
Supply and fabrication of Steel Fe500/Fe500D/ Fe550/ Fe550D Grade required for all RCC items of works involved in the schedule of drawings including cost of steel, cost of fabrication, labour charges for cleaning the bars straightening, cutting, bending, tying grills, positioning and placing the reinforcement in position as specified in the drawings including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc., complete as per standard specification. - MORTH Vth Rev., 1000, 1600 & 900
One Cubic Metre
One Square Metre
Stone dust filling including cost and conveyance of Stone dust to worksite including labour charges for filling in layers as specified by the departmental officers including watering with all leads for water including labour charges for compacting, tamping, ramming under optimum moisture content to obtain the maximum density and all other incidental charges etc. complete as per standard specification.
One Cubic Metre
One Runing Metre
One Running Metre
One Cubic Metre
One Cubic Metre
One Running Metre
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