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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.1 CrAccepted-AOC 2 50A THINDAMANGALAM PANANKATTUR PO OMALUR SALEM 636 455 | OMALUR | SALEM | TAMIL NADU | 636455 | ₹7.1 Cr Quoted ₹7.4 Cr | L1 | Accepted-AOC L1 is accepted |
| 2 | L2₹7.7 CrRejected-Finance SALEM TAMIL NADU | ₹7.7 Cr | L2 | Rejected-Finance Bid rejected as the quoted rate is higher than the lowest evaluated responsive bidder (L1). |
| 3 | L3₹7.8 CrRejected-Finance | ₹7.8 Cr | L3 | Rejected-Finance TBid rejected as the quoted rate is higher than the lowest evaluated responsive bidder (L1) and second lowest(L2) |
| 4 | Not Admitted-Fee/PreQual/Technical 1 77 CHINNANADUPATTI SIKKANNAMPATTY OMALUR SALEM 636455 | SALEM | SALEM | TAMIL NADU | 636455 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | GANGA AND CO L3 | D KAMARAJ L2 | P Paramasivam L1 |
|---|---|---|---|---|---|---|
| 1.01 | Picking the worn out old BT surface with average depth of 50mm thick including levelling and sectioning in hard granite geniess quartz etc., complete as directed by the departmental officer. | 18,360 | Sqm | 19.91 ₹3,65,548 | 19.8 ₹3,63,528 Lowest | 20 ₹3,67,200 |
| 1.02 | Wet Mix Macadam (Table 400-13) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density, Complete | 6,318 | Cum | 2,311.85 ₹1,46,06,268 | 2,401 ₹1,51,69,518 | 2,300 ₹1,45,31,400 Lowest |
| 1.03 | Wet Mix Macadam (Table 400-13) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density, Complete | 1,944 | Cum | 2,311.85 ₹44,94,236 | 2,389 ₹46,44,216 | 2,300 ₹44,71,200 Lowest |
| 1.04 | Prime coat Providing and applying primer coat with bitumen emulsion (SS-I type) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per clause 502-over WMM/ WBM | 42,120 | Sqm | 75.42 ₹31,76,690 | 75 ₹31,59,000 | 70 ₹29,48,400 Lowest |
| 1.05 | Prime coat Providing and applying primer coat with bitumen emulsion (SS-I type) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per clause 502-over WMM/ WBM | 51,840 | Sqm | 75.42 ₹39,09,773 | 75 ₹38,88,000 | 70 ₹36,28,800 Lowest |
| 1.06 | Tack coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous / granular surface cleaned with mechanical broom as per clause 503 -over granular surfaces treated with primer | 42,120 | Sqm | 17.65 ₹7,43,418 | 18 ₹7,58,160 | 17 ₹7,16,040 Lowest |
| 1.07 | Tack coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous / granular surface cleaned with mechanical broom as per clause 503 -over granular surfaces treated with primer | 51,840 | Sqm | 17.65 ₹9,14,976 | 17 ₹8,81,280 Lowest | 17 ₹8,81,280 Lowest |
| 1.08 | 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 20-30t 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 | 2,114.57 | Cum | 8,125.2 ₹1,71,81,304 | 8,198 ₹1,73,35,245 | 8,000 ₹1,69,16,560 Lowest |
| 1.09 | 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 20-30t 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 | 649.84 | Cum | 8,125.2 ₹52,80,080 | 8,165 ₹53,05,944 | 8,000 ₹51,98,720 Lowest |
| 1.10 | Bituminous Concrete of 30mm thickness (Table 500-17) Providing and laying bituminous concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade-30) at percentage specified by JMF of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction | 1,263.6 | Cum | 10,420 ₹1,31,66,712 | 10,474 ₹1,32,34,946 | 9,800 ₹1,23,83,280 Lowest |
Tender Value
₹10.9 Cr
EMD Value
₹10.9 L
Closing Date
28 Feb 2026, 4:00 pmClosed
District Forest officer
Office of the Salem Forest Division, Salem
Maintenance of Adivaram to Kadayampatti Road
2026_TNFD_657783_1
02/2025-26 - 2
Open Tender
Civil Works - Roads
Item Rate
90 days
Adivaram to Kadayampatti Road
All the details said in the tender documents
7 documents required · 7 mandatory
₹0
₹10.9 L
6 Aug 2026
14 Feb 2026
2 Mar 2026
14 Feb 2026
28 Feb 2026
16 Feb 2026
16 Feb 2026 - 28 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1.01 | Picking the worn out old BT surface with average depth of 50mm thick including levelling and sectioning in hard granite geniess quartz etc., complete as directed by the departmental officer. | 18,360 | Sqm | - | - |
| 1.02 | Wet Mix Macadam (Table 400-13) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density, Complete | 6,318 | Cum | - | - |
| 1.03 | Wet Mix Macadam (Table 400-13) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density, Complete | 1,944 | Cum | - | - |
| 1.04 | Prime coat Providing and applying primer coat with bitumen emulsion (SS-I type) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per clause 502-over WMM/ WBM | 42,120 | Sqm | - | - |
| 1.05 | Prime coat Providing and applying primer coat with bitumen emulsion (SS-I type) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per clause 502-over WMM/ WBM | 51,840 | Sqm | - | - |
| 1.06 | Tack coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous / granular surface cleaned with mechanical broom as per clause 503 -over granular surfaces treated with primer | 42,120 | Sqm | - | - |
| 1.07 | Tack coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous / granular surface cleaned with mechanical broom as per clause 503 -over granular surfaces treated with primer | 51,840 | Sqm | - | - |
| 1.08 | 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 20-30t 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 | 2,114.57 | Cum | - | - |
| 1.09 | 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 20-30t 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 | 649.84 | Cum | - | - |
| 1.1 | Bituminous Concrete of 30mm thickness (Table 500-17) Providing and laying bituminous concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade-30) at percentage specified by JMF of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction | 1,263.6 | Cum | - | - |
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