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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.8 CrAccepted-AOC SALEM TAMIL NADU | ₹1.8 Cr Quoted ₹1.9 Cr | L1 | Accepted-AOC Quoted Less Percentage |
| 2 | L2₹1.9 CrRejected-AOC 1 77 CHINNANADUPATTI SIKKANNAMPATTY OMALUR SALEM 636455 | SALEM | SALEM | TAMIL NADU | 636455 | ₹1.9 Cr | L2 | Rejected-AOC Quoted Above Percentage |
| 3 | L3₹1.9 CrRejected-AOC 1 82 ANNA NAGAR 5TH STREET DHARMAPURI MAIN ROAD KOTTAMETTUPATTI VILLAGE OMALUR 636455 | OMALUR | SALEM | TAMIL NADU | 636455 | ₹1.9 Cr | L3 | Rejected-AOC Quoted Above Percentage |
| Rank | Bidder | Quote | Total Amount |
|---|---|---|---|
| L2 | M Vellaiyan and Co Bid ID 1589956 | 6% above | ₹1,92,48,573 |
| L1 | D KAMARAJ Bid ID 1589192 | 4.99% above | ₹1,90,65,167 |
| L3 | Pownambal Construction Bid ID 1589863 | 7% above | ₹1,94,30,163 |
Tender Value
₹1.8 Cr
EMD Value
₹1.0 L
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
Reconstruction of Strom water Drain at Km 0/6-1/4 of Salem - Ulundurpet Road to Dhadampatty Road (SLM-130)
2026_HWAY_645487_1
52 / 2025-2026 / HDO, Dated. 19.01.2026-2
Open Tender
Civil Works - Roads
90 days
Salem
Not applicable
2 documents required · 2 mandatory
₹0
₹1.0 L
19 Feb 2026
22 Jan 2026
7 Feb 2026
22 Jan 2026
7 Feb 2026
22 Jan 2026
Earth Work excavation in all classes of soil except hard rock not requiring blasting and deposting on bank as per SS20B with all leads and lifts and all other icidental charges such as baling out water shoring shrutting walling and forming protective bunds wherever necessary etc.,comlete as per relavant specification for Foundation of Drain as per clause 111, 112, 201, 202, 301 to 305 & 900 of MORTH Vth Revision.
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 Levelling course below the drain bottom slab as per clause 1000, 1500, 1700, 2100, 2200 & 2908 of MORTH Vth Revision.
Vibrated Reinforced Cement Concrete M25 (Design mix) using graded metal including cost and conveyance of all materials to site but excluding cost and fabrication of steel but including cost and labour charges for formwork and centering labour charges for laying, compacting, curing, including all incidental charges etc., complete for Drain Box Portion as per clause 1000, 1500, 1600, 1700, 2100, 2200 & 2300 of MORTH Vth Revision.
Supply and fabrication of Steel Grade Fe500 / 500D / 550 / 550D required for all RCC items of works involved in the schedule including cost of steel, cost of fabrication, labour charges for cleaning the bars straightening, cutting, bending, tying grills, hoisting 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 as per clause 1000, 1500, 1600, 1700, 2100, 2300 & 900 of MORTH Vth Revision.
Refilling inbetween Drain and Road with excavated earth including cost and conveyence to site including labour charges for filling in layers, watering,tamping under optimum moisture content to get themaximum density and all other incidental charges etc., complete as per MORTH Vth Revision Specifications No. 304, 2907 (Labour charges only).
Removing Medium rock and dense medium rock requiring blasting in road sides away fro the site including all other incidental charges etc., complete as per standard specification as per clause MORTH Vth Revision
Providing, laying, spreading and compacting graded stone aggregates for Granular SubBase Gr.v,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,labourcharges,rentalsformachinery,fuelandallotherincidental charges etc., complete as per clause 406 of MORTH Rev-5
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 pavers in SubBase/ 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 as per clause 111, 112, 406 & 900
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,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 anotherbituminous construction over it including cost of material, labour charges,rentals for machinery, fuel and all other incidental charges etc., complete as perClause 503 of MORTH Rev-5
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 20-30ton 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 20-30 t 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 111, 112, 504 & 900 of MORTH Rev-5
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 Grade-II
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Total Value put to Tender
Negotiated Percentage
Final Negotiated Value
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Total Value of Contract Including 18% of GST
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