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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.0 CrAccepted-AOC 727 EAST KATTUKOTTAI NADUVALUR GANGAVALLI SALEM TAMILNADU 636105 | SALEM | SALEM | TAMIL NADU | 636105 | L1 | Accepted-AOC L1 | |
| 2 | L2₹2.2 Cr+₹21.5 L (11.0%)Rejected-AOC 101 1 KASI PADAYACHI STREET AYYAGOUNDER ROAD VALAPADY TK SALEM DT | TIRUCHIRAPPALLI | TAMIL NADU | 621011 | L2 | Rejected-AOC L2 | |
| 3 | L3₹2.2 Cr+₹27.0 L (13.8%)Rejected-AOC EAST CROSS STREET AT 67 M LENGTH IN VEERAGANU VEERAGANUR TOWN PANCHAYAT SALEM DISTRICT | L3 | Rejected-AOC L3 | |
| 4 | L4₹2.3 Cr+₹30.1 L (15.3%)Rejected-AOC 1 65 KARAVALLI NADUKKOMBAI POST KALAPPANAICKENPATTI NAMAKKAL TAMIL NADU 637404 | NAMAKKAL | NAMAKKAL | TAMIL NADU | 637404 | L4 | Rejected-AOC L4 | |
| 5 | L5₹2.3 Cr+₹34.2 L (17.4%)Rejected-AOC | L5 | Rejected-AOC L5 |
| Sl No | Description | Qty | Unit | A.R.Constructions L1 | SRM Constructions L4 | JJS Constructions L2 | SRI AMMAN CONSTRUCTIONS L3 | RG AND CO L6 | GNV Construction L5 | NPR CONSTRUCTIONS L7 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Strengthening and Five Year Maintenance of the Road from Kallanatham to Muttal Road Km 0/0-4/300 | ||||||||||
| 2.00 | Clearing the Scrub jungle by uprooting including all cutting charges and disposing of the products and clearing as directed by the departmental officers including all incidental charges etc., complete. | 5,160 | Sqm | 6 ₹30,960 | 5.07 ₹26,161.2 | 3.99 ₹20,588.4 | 3 ₹15,480 Lowest | 6.25 ₹32,250 | 11.75 ₹60,630 | 5 ₹25,800 |
| 3.00 | Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq m | 5,375 | Sqm | 12 ₹64,500 | 18.6 ₹99,975 | 14.33 ₹77,023.75 | 8 ₹43,000 Lowest | 22.94 ₹1,23,302.5 | 18.72 ₹1,00,620 | 20 ₹1,07,500 |
| 4.00 | 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 base-course and side berms. | 1,451.25 | Cum | 200 ₹2,90,250 | 272 ₹3,94,740 | 255.73 ₹3,71,128.16 | 200 ₹2,90,250 | 334.96 ₹4,86,110.7 | 159.96 ₹2,32,141.95 Lowest | 275 ₹3,99,093.75 |
| 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. | 2,015.63 | Cum | 1,600 ₹32,25,008 Lowest | 2,200 ₹44,34,386 | 2,145.28 ₹43,24,090.73 | 1,920 ₹38,70,009.6 | 2,260 ₹45,55,323.8 | 2,163.16 ₹43,60,130.19 | 2,000 ₹40,31,260 |
| 6.00 | Providing and laying of prime coat using Emulsion at the rate of 7 Kg per ten square meter over the WMM surface preparatory to another bituminous construction over it. | 16,125 | sqm | 45 ₹7,25,625 | 69 ₹11,12,625 | 52.88 ₹8,52,690 | 60 ₹9,67,500 | 46 ₹7,41,750 | 40.48 ₹6,52,740 Lowest | 70 ₹11,28,750 |
| 7.00 | Providing and laying Tack coat over WMM surface(treated with primer) using 2.5Kg of bitumen emulsion RS-1 for 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., | 16,125 | Sqm | 12 ₹1,93,500 | 16 ₹2,58,000 | 10.88 ₹1,75,440 | 10 ₹1,61,250 Lowest | 19.87 ₹3,20,403.75 | 13.09 ₹2,11,076.25 | 17 ₹2,74,125 |
| 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. | 806.25 | Cum | 6,850 ₹55,22,812.5 Lowest | 7,309 ₹58,92,881.25 | 7,177.69 ₹57,87,012.56 | 8,500 ₹68,53,125 | 8,234 ₹66,38,662.5 | 7,900 ₹63,69,375 | 8,750 ₹70,54,687.5 |
| 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 | 403.13 | Cum | 8,600 ₹34,66,918 Lowest | 9,296 ₹37,47,496.48 | 9,130.79 ₹36,80,895.37 | 9,500 ₹38,29,735 | 9,175 ₹36,98,717.75 | 10,500 ₹42,32,865 | 9,750 ₹39,30,517.5 |
| 10.00 | Road Marking With Hot Applied Thermoplastic Compound With reflectorising glass beads on bituminous surface. providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 Gms Per Sqm Area, thickness of 2.5 mm is exclusive of surface applied glass beads as per irc:35. The finished surface to be level, uniform and free from streaks and holes etc complete as per MORT&H specification no.803 | 860 | Sqm | 650 ₹5,59,000 | 710 ₹6,10,600 | 685.65 ₹5,89,659 | 290 ₹2,49,400 Lowest | 392.84 ₹3,37,842.4 | 840 ₹7,22,400 | 730 ₹6,27,800 |
Tender Value
₹2.8 Cr
EMD Value
₹2.8 L
Closing Date
17 Sept 2026, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Additional Collector (Development)
DRDA,Salem
Salem District - Attur Block - Strengthening and Five Year Maintenance of the Road from Kallanatham Muttal Road NABARD - RIDF- 2026-2027 Package No.11
2026_RDTN_699207_2
Roc.No.875/2026/A3
Open Tender
Civil Works - Roads
Item Wise
180 days
DRDA
As per tender document
3 documents required · 3 mandatory
₹0
₹2.8 L
DRDA,Salem
27 Oct 2026
29 Aug 2026
17 Sept 2026
29 Aug 2026
17 Sept 2026
29 Aug 2026
7 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Strengthening and Five Year Maintenance of the Road from Kallanatham to Muttal Road Km 0/0-4/300 | - | - | - | - |
| 2 | Clearing the Scrub jungle by uprooting including all cutting charges and disposing of the products and clearing as directed by the departmental officers including all incidental charges etc., complete. | 5,160 | Sqm | - | - |
| 3 | Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq m | 5,375 | Sqm | - | - |
| 4 | 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 base-course and side berms. | 1,451.25 | 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. | 2,015.63 | Cum | - | - |
| 6 | Providing and laying of prime coat using Emulsion at the rate of 7 Kg per ten square meter over the WMM surface preparatory to another bituminous construction over it. | 16,125 | sqm | - | - |
| 7 | Providing and laying Tack coat over WMM surface(treated with primer) using 2.5Kg of bitumen emulsion RS-1 for 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., | 16,125 | 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. | 806.25 | 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 | 403.13 | Cum | - | - |
| 10 | Road Marking With Hot Applied Thermoplastic Compound With reflectorising glass beads on bituminous surface. providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 Gms Per Sqm Area, thickness of 2.5 mm is exclusive of surface applied glass beads as per irc:35. The finished surface to be level, uniform and free from streaks and holes etc complete as per MORT&H specification no.803 | 860 | Sqm | - | - |
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