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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.5 CrAccepted-AOC 3 176 ARULJOTHI NAGAR KARANAMPETTAI SULUR VIA COIMBATORE 641401 | COIMBATORE | TAMIL NADU | 641401 | ₹1.5 Cr | L1 | Accepted-AOC Accepted |
| 2 | L2₹1.6 Cr+₹2.5 L (1.60%)Rejected-Finance 1 129 KOOLANAICKENPATTI GOMANGALAM POLLACHI TAMILNADU 642107 | COIMBATORE | TAMIL NADU | 642107 | ₹1.6 Cr+₹2.5 L (1.60%) | L2 | Rejected-Finance Rejected |
| Sl No | Description | Qty | Unit | V KALIESWARAN L2 | SRI MURUGAN CONSTRUCTIONS L1 |
|---|---|---|---|---|---|
| 1.001. Strengthening of road from NGM road to Burial Ground via Adappukkadu (R167) Km 0/0-1/100 H/O Kadampadi | |||||
| 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 in all etc complete | 1,312.5 | Sqm | 10 ₹13,125 | 1.3 ₹1,706.25 Lowest |
| 3.00 | Picking the existing mettaled surface and sectioning including all labour charges etc, complete. | 4,131.25 | Sqm | 25 ₹1,03,281.25 Lowest | 27 ₹1,11,543.75 |
| 4.00 | Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead of 10M and lift of 2M including all labour charges and incidental charges such as shoring, strutting, providing coffer dams, bailing out of water as per | 453.6 | Cum | 150 ₹68,040 | 1.4 ₹635.04 Lowest |
| 5.00 | Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in Subbase/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete. | 520.89 | Cum | 2,455 ₹12,78,784.95 Lowest | 2,575 ₹13,41,291.75 |
| 6.00 | Applying PRIMECOAT over WMB/ WMM surface at 7.00Kg of SS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp. | 4,167.25 | Sqm | 100 ₹4,16,725 | 89 ₹3,70,885.25 Lowest |
| 7.00 | Applying TACK COAT over Primed WMM surface at 2.5Kg of RS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. complete | 4,167.25 | Sqm | 25 ₹1,04,181.25 | 23.3 ₹97,096.93 Lowest |
| 8.00 | 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. | 208.36 | Cum | 8,850 ₹18,43,986 Lowest | 9,000 ₹18,75,240 |
| 9.00 | 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 | 104.18 | Cum | 11,400 ₹11,87,652 Lowest | 11,900 ₹12,39,742 |
| 10.00 | Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for spreading and compaction with power roller etc.complete, for SHOULDERS | 300 | Cum | 400 ₹1,20,000 | 3.8 ₹1,140 Lowest |
Tender Value
₹1.7 Cr
EMD Value
₹1.7 L
Closing Date
23 Feb 2026, 3:00 pmClosed
DRDA, Coimbatore
District Collector/Chairman DRDA, Coimbatore
1 Strengthening of road from NGM road to Burial Ground via Adappukkadu R167 Km 00 1100 HO Kadampadi 2 Strengthening of road from Kangeyampalayam to Merku thottam Airforce Colony R278 Km 00 1700 HO Kangeyampalayam in Package No TN02 196
2026_RDTN_657152_1
DIPR/358/Tender/2026/D1 dated 12.02.2026
Open Tender
Civil Works - Roads
Works
180 days
Project Director, DRDA
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹1.7 L
26 Mar 2026
13 Feb 2026
23 Feb 2026
13 Feb 2026
23 Feb 2026
13 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 1. Strengthening of road from NGM road to Burial Ground via Adappukkadu (R167) Km 0/0-1/100 H/O Kadampadi | - | - | - | - |
| 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 in all etc complete | 1,312.5 | Sqm | - | - |
| 3 | Picking the existing mettaled surface and sectioning including all labour charges etc, complete. | 4,131.25 | Sqm | - | - |
| 4 | Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead of 10M and lift of 2M including all labour charges and incidental charges such as shoring, strutting, providing coffer dams, bailing out of water as per | 453.6 | Cum | - | - |
| 5 | Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in Subbase/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete. | 520.89 | Cum | - | - |
| 6 | Applying PRIMECOAT over WMB/ WMM surface at 7.00Kg of SS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp. | 4,167.25 | Sqm | - | - |
| 7 | Applying TACK COAT over Primed WMM surface at 2.5Kg of RS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. complete | 4,167.25 | Sqm | - | - |
| 8 | 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. | 208.36 | Cum | - | - |
| 9 | 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 | 104.18 | Cum | - | - |
| 10 | Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for spreading and compaction with power roller etc.complete, for SHOULDERS | 300 | Cum | - | - |
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