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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.0 CrAccepted-AOC NO 4 19A SENGUTTUPALAYAM POLLACHI | TIRUPPUR | TAMIL NADU | 638051 | ₹1.0 Cr | L1 | Accepted-AOC Accepted |
| 2 | L2₹1.0 Cr+₹1.3 L (1.31%)Rejected-Finance COIMBATORE 18 TAMIL NADU | 18 | ₹1.0 Cr+₹1.3 L (1.31%) | L2 | Rejected-Finance Rejected |
| Sl No | Description | Qty | Unit | Natraj and Co L1 | ARTHI & CO L2 |
|---|---|---|---|---|---|
| 1.00Strengthening the Road From Koppanurpudur Drinking water well to devenampalayam road (R -317) @ Kappalankarai H/o Kappalankarai pt Km 0/0-2/400 ( Working Reach Km 0/0-2/230) | |||||
| 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. | 2,876.52 | Sqm | 6.36 ₹18,294.67 Lowest | 7 ₹20,135.64 |
| 3.00 | Picking 5cm to 10cm old metalled and BT surface and sectioning, hand packing metal to camber as directed by the departmental officers. | 3,003.46 | Sqm | 23.36 ₹70,160.83 Lowest | 25 ₹75,086.5 |
| 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 20A | 2,157.39 | Cum | 131.89 ₹2,84,538.17 Lowest | 140 ₹3,02,034.6 |
| 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. | 1,126.3 | Cum | 2,549.5 ₹28,71,501.85 Lowest | 2,600 ₹29,28,380 |
| 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. | 9,010.37 | Sqm | 87.4 ₹7,87,506.34 Lowest | 90 ₹8,10,933.3 |
| 7.00 | Applying TACKCOAT over WMB/ WMM surface at 2.50Kg of RS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp. | 9,021.25 | Sqm | 20.5 ₹1,84,935.63 Lowest | 21 ₹1,89,446.25 |
| 8.00 | 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 | 225.53 | Cum | 11,498.6 ₹25,93,279.26 Lowest | 11,500 ₹25,93,595 |
| 9.00 | 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 | 449.46 | Cum | 147.1 ₹66,115.57 Lowest | 150 ₹67,419 |
| 10.00Providing and erecting of Retro - reflectorized cautionary , Mandatory and Informatory signs (without definition board) made out of High Intensity Prismatic Grade Sheeting confirming to Type - IV standards of IRC - 67: 2012 and ASTM D -09, Specification and fixed over 2mm thick Aluminium sheet fixed over a black supporting frame of 25MMx25mmx3mm Mild steel angle and supported on a mild steel angle post 75x75x6 mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundadation with M15 grade cement concrete 45cmx45cmx60cm size including cost and conveyance of all materials , equipment , Machinary and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge. Higj intensity Retro Reflectro sheet shall consist of minimum coefficient of Retro - reflection as per Table 6.6 of IRC 67-2012. The retro - reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67 - 2012 ( as per MORTH Specification No 801) | |||||
Tender Value
₹1.2 Cr
EMD Value
₹1.2 L
Closing Date
23 Feb 2026, 3:00 pmClosed
DRDA, Coimbatore
District Collector/Chairman DRDA, Coimbatore
Strengthening the Road from Koppanurpudur drinking water well yo Devenampalayam road Kinathukadavu Block Package No TN 02 181 in Kinathukadavu Block of Coimbatore District Under NABARD RIDF 2026 27 scheme
2026_RDTN_656894_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
₹1.2 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 | Strengthening the Road From Koppanurpudur Drinking water well to devenampalayam road (R -317) @ Kappalankarai H/o Kappalankarai pt Km 0/0-2/400 ( Working Reach Km 0/0-2/230) | - | - | - | - |
| 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. | 2,876.52 | Sqm | - | - |
| 3 | Picking 5cm to 10cm old metalled and BT surface and sectioning, hand packing metal to camber as directed by the departmental officers. | 3,003.46 | 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 20A | 2,157.39 | 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. | 1,126.3 | 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. | 9,010.37 | Sqm | - | - |
| 7 | Applying TACKCOAT over WMB/ WMM surface at 2.50Kg of RS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp. | 9,021.25 | Sqm | - | - |
| 8 | 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 | 225.53 | Cum | - | - |
| 9 | 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 | 449.46 | Cum | - | - |
| 10 | Providing and erecting of Retro - reflectorized cautionary , Mandatory and Informatory signs (without definition board) made out of High Intensity Prismatic Grade Sheeting confirming to Type - IV standards of IRC - 67: 2012 and ASTM D -09, Specification and fixed over 2mm thick Aluminium sheet fixed over a black supporting frame of 25MMx25mmx3mm Mild steel angle and supported on a mild steel angle post 75x75x6 mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundadation with M15 grade cement concrete 45cmx45cmx60cm size including cost and conveyance of all materials , equipment , Machinary and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge. Higj intensity Retro Reflectro sheet shall consist of minimum coefficient of Retro - reflection as per Table 6.6 of IRC 67-2012. The retro - reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67 - 2012 ( as per MORTH Specification No 801) | - | - | - | - |
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