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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.8 CrAccepted-AOC | ₹2.8 Cr | L1 | Accepted-AOC Accepted |
| 2 | L2₹2.8 Cr+₹5.4 L (1.93%)Rejected-Finance B 40 GOWTHAMPURI PEELAMEDU COIMBATORE 641 004 | COIMBATORE | TAMIL NADU | 641004 | ₹2.8 Cr+₹5.4 L (1.93%) | L2 | Rejected-Finance Rejected |
| Sl No | Description | Qty | Unit | AT BUILD CON L2 | Shri SenthurVelan Infras India Private Limited L1 |
|---|---|---|---|---|---|
| 1.001.Strengthening the road from Periyaputhur to Sengalipalayam road Km 0/0-4/760 H/O Kuppepalayam Panchayat (R-38) | |||||
| 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 | 7,421.08 | Sqm | 7 ₹51,947.56 | 6.36 ₹47,198.07 Lowest |
| 3.00 | 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 | 1,600.96 | Sqm | 145 ₹2,32,139.2 | 140.45 ₹2,24,854.83 Lowest |
| 4.00 | Picking the existing mettaled surface and sectioning including all labour charges etc, complete. | 4,283.91 | Cum | 25 ₹1,07,097.75 | 23.36 ₹1,00,072.14 Lowest |
| 5.00 | Collection and supply of carted earth from approved quarry an average lead 1km including cost and conveyance of all materials to site anf labour charges etc. comp for side berms | 1,500.88 | Cum | 150 ₹2,25,132 | 140 ₹2,10,123.2 Lowest |
| 6.00 | 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. | 1,518.77 | Sqm | 2,400 ₹36,45,048 | 2,367.29 ₹35,95,369.03 Lowest |
| 7.00 | 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. | 12,150.1 | Sqm | 90 ₹10,93,509 | 87.42 ₹10,62,161.74 Lowest |
| 8.00 | 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 | 12,150.1 | Cum | 22 ₹2,67,302.2 | 20.56 ₹2,49,806.06 Lowest |
| 9.00 | Applying tack coat over BT surface (not treated with primer) using 3Kg of bituminous emulsion per 10 Sqm. including cost of bituminous emulsion which will be supplied departmentally at section stores and cost of which will be recovered at the rates as per special conditions appended herewith including conveyance of bituminous emulsion to actual work spot handling charges including labour charges for brushing, cleaning and preparing the surface for laying the tack coat and labour and machinery charges for applying the required quantity of bituminous emulsion including hire, fuel and running charges for all tools and plants employed for the work including all other incidental charges such as barricading and providing danger lights, flags etc., complete as per standard specification. | 5,100 | Cum | 35 ₹1,78,500 | 34.74 ₹1,77,174 Lowest |
| 10.00 | 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. | 868 | Nos | 9,000 ₹78,12,000 | 8,757.45 ₹76,01,466.6 Lowest |
Tender Value
Refer Docs
EMD Value
₹3 L
Closing Date
23 Feb 2026, 2:00 pmClosed
Additional Collector ,Coimatore (DEV)
DRDA Coimbatore
Strengthening the road from Periyaputhur to Sengalipalayam road Km 0 0 4 760 Kuppepalayam Panchayat
2026_RDTN_657987_1
DIPR/358/Tender/2026/D1 dated 12.02.2026
Open Tender
Civil Works - Roads
Item Wise
180 days
DRDA Coimbatore
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹3 L
Yes
26 Mar 2026
14 Feb 2026
23 Feb 2026
14 Feb 2026
23 Feb 2026
14 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 1.Strengthening the road from Periyaputhur to Sengalipalayam road Km 0/0-4/760 H/O Kuppepalayam Panchayat (R-38) | - | - | - | - |
| 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 | 7,421.08 | Sqm | - | - |
| 3 | 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 | 1,600.96 | Sqm | - | - |
| 4 | Picking the existing mettaled surface and sectioning including all labour charges etc, complete. | 4,283.91 | Cum | - | - |
| 5 | Collection and supply of carted earth from approved quarry an average lead 1km including cost and conveyance of all materials to site anf labour charges etc. comp for side berms | 1,500.88 | Cum | - | - |
| 6 | 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. | 1,518.77 | Sqm | - | - |
| 7 | 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. | 12,150.1 | Sqm | - | - |
| 8 | 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 | 12,150.1 | Cum | - | - |
| 9 | Applying tack coat over BT surface (not treated with primer) using 3Kg of bituminous emulsion per 10 Sqm. including cost of bituminous emulsion which will be supplied departmentally at section stores and cost of which will be recovered at the rates as per special conditions appended herewith including conveyance of bituminous emulsion to actual work spot handling charges including labour charges for brushing, cleaning and preparing the surface for laying the tack coat and labour and machinery charges for applying the required quantity of bituminous emulsion including hire, fuel and running charges for all tools and plants employed for the work including all other incidental charges such as barricading and providing danger lights, flags etc., complete as per standard specification. | 5,100 | Cum | - | - |
| 10 | 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. | 868 | Nos | - | - |
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