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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 CrAccepted-Finance 3 176 ARULJOTHI NAGAR KARANAMPETTAI SULUR VIA COIMBATORE 641401 | COIMBATORE | TAMIL NADU | 641401 | ₹1.3 Cr | L1 | Accepted-Finance Lowest rate Quoted |
| 2 | L2₹1.3 CrRejected-Finance 1 129 KOOLANAICKENPATTI GOMANGALAM POLLACHI TAMILNADU 642107 | COIMBATORE | TAMIL NADU | 642107 | ₹1.3 Cr | L2 | Rejected-Finance Highest rate Quoted |
| Sl No | Description | Qty | Unit | V KALIESWARAN L2 | SRI MURUGAN CONSTRUCTIONS L1 |
|---|---|---|---|---|---|
| 1.00Name of Work: .1.BT Renewal of road from KA road to Molakalipalayam via Karuvalur Koilpalayam road (R 80) Km 0 / 0 - 1/200 . H / O Kaduvettipalayam. | |||||
| 2.00 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes ,scrubs,saplings and trees of girths upto 300mm, removal of stumps of such trees cut earlie and disposal of unserviceable material and stacking of serviceable materials to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm thickness as per technical specification clause 201. etc. comp. | 1,440 | Sqm | 5 ₹7,200 | 1.35 ₹1,944 Lowest |
| 3.00 | Advance patch work for making up the undulation in the existing B.T surface to an average thickness of of 50mm using 45mm IRC size HBG metal | 25.6 | Cum | 4,230 ₹1,08,288 | 4,225 ₹1,08,160 Lowest |
| 4.00 | Advance patch work for making up the undulation in the existing B.T surface to an average thickness of of 25mm using 13.20mm IRC size HBG metal | 9.47 | Cum | 4,500 ₹42,615 Lowest | 4,500 ₹42,615 Lowest |
| 5.00 | Providing and laying Tack coat over BT surface using 3Kg of bitumen 60/70 for 10sqm area including cost and conveyance of bituminous binder including labour charges for preparing the surface and applying the required quantity of bitumen as tack coat | 4,531.25 | Sqm | 45 ₹2,03,906.25 | 39 ₹1,76,718.75 Lowest |
| 6.00 | Bituminous Macadam to 50mm thick (Grade - I) Using VG30 & Plastic Waste providing and laying Bituminous Macadam to 50mm thick using 0.20 cum of 26.5-13.20mm,0.43 cum of 13.20-2.36mm and 0.26cum of 2.96 & below IRC HBG metal with 58.66 kgs of VG30 bitumen with 3.74kg of Plastic Waste 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 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 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 clause 507 of MORTH. | 108.44 | Cum | 9,350 ₹10,13,914 Lowest | 9,350 ₹10,13,914 Lowest |
| 7.00 | BC 25/30/40mm Thick (Grade-II) Using VG30 Bitumen and Plastic Waste Providing and laying Bituminous Concrete to 25/30/40mm 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 47.28kgs of VG30 bitumen and 3.02Kgs of Waste Plastic 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 specification using CMP as per clause 507 of MORTH Rev-5 | 113.28 | Cum | 12,000 ₹13,59,360 Lowest | 12,000 ₹13,59,360 Lowest |
| 8.00 | Providing and laying including cost and conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting by power roller to achieve the required Proctor density at 100% compaction at Optimum moisture content and hire fuel charges for powerroller, watersprinkler and all other incidental charges such as traffic barricading and providing dangerlights etc. comp for side berms | 200 | CUm | 10 ₹2,000 | 5.65 ₹1,130 Lowest |
| 9.00 | KM 1 / 0 - 1 / 200 | 40 | CUm | 10 ₹400 | 5.8 ₹232 Lowest |
| 10.00 | Road Marking by providing and laying of hot applied Thermoplastic Compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5mm exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes. | 240 | Sqm | 900 ₹2,16,000 | 890 ₹2,13,600 Lowest |
Tender Value
₹1.4 Cr
EMD Value
₹1.4 L
Closing Date
12 Feb 2026, 3:00 pmClosed
The Block Development Officer
Block Development Office, Sulur, Coimbatore 641402
3 Nos of Renewal BT road works at Sulur Block in Coimbatore district
2026_RDTN_652576_1
2806/2025 / A2 Dt 04.02.2026
Open Tender
Civil Works
Item Rate
180 days
Sulur
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹1.4 L
2 Jun 2026
7 Feb 2026
12 Feb 2026
7 Feb 2026
12 Feb 2026
7 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Name of Work: .1.BT Renewal of road from KA road to Molakalipalayam via Karuvalur Koilpalayam road (R 80) Km 0 / 0 - 1/200 . H / O Kaduvettipalayam. | - | - | - | - |
| 2 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes ,scrubs,saplings and trees of girths upto 300mm, removal of stumps of such trees cut earlie and disposal of unserviceable material and stacking of serviceable materials to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm thickness as per technical specification clause 201. etc. comp. | 1,440 | Sqm | - | - |
| 3 | Advance patch work for making up the undulation in the existing B.T surface to an average thickness of of 50mm using 45mm IRC size HBG metal | 25.6 | Cum | - | - |
| 4 | Advance patch work for making up the undulation in the existing B.T surface to an average thickness of of 25mm using 13.20mm IRC size HBG metal | 9.47 | Cum | - | - |
| 5 | Providing and laying Tack coat over BT surface using 3Kg of bitumen 60/70 for 10sqm area including cost and conveyance of bituminous binder including labour charges for preparing the surface and applying the required quantity of bitumen as tack coat | 4,531.25 | Sqm | - | - |
| 6 | Bituminous Macadam to 50mm thick (Grade - I) Using VG30 & Plastic Waste providing and laying Bituminous Macadam to 50mm thick using 0.20 cum of 26.5-13.20mm,0.43 cum of 13.20-2.36mm and 0.26cum of 2.96 & below IRC HBG metal with 58.66 kgs of VG30 bitumen with 3.74kg of Plastic Waste 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 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 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 clause 507 of MORTH. | 108.44 | Cum | - | - |
| 7 | BC 25/30/40mm Thick (Grade-II) Using VG30 Bitumen and Plastic Waste Providing and laying Bituminous Concrete to 25/30/40mm 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 47.28kgs of VG30 bitumen and 3.02Kgs of Waste Plastic 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 specification using CMP as per clause 507 of MORTH Rev-5 | 113.28 | Cum | - | - |
| 8 | Providing and laying including cost and conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting by power roller to achieve the required Proctor density at 100% compaction at Optimum moisture content and hire fuel charges for powerroller, watersprinkler and all other incidental charges such as traffic barricading and providing dangerlights etc. comp for side berms | 200 | CUm | - | - |
| 9 | KM 1 / 0 - 1 / 200 | 40 | CUm | - | - |
| 10 | Road Marking by providing and laying of hot applied Thermoplastic Compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5mm exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes. | 240 | Sqm | - | - |
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