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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.0 CrAccepted-Finance | ₹1.0 Cr | L1 | Accepted-Finance Quoted L1 Rate |
| 2 | L2₹1.1 CrRejected-Finance | ₹1.1 Cr | L2 | Rejected-Finance Quoted L2 Rate |
| Sl No | Description | Qty | Unit | N PERUMAL L2 | VAR CONSTRUCTION L1 |
|---|---|---|---|---|---|
| 1.00 | Strengthening the road Palaviduthi road to meet vengaikurichy mugavanur road (via) Perianaikaraipatti sakkampatti road km 0/0-2/140 in Mugavanur Panchayat. R- 29(PUR)Clearing the Scrub jungle including all labour charges for burryingng and burning etc.,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. KM 0/0-2/140 | 2,568 | Sq.m | 7 ₹17,976 | 6 ₹15,408 Lowest |
| 2.00 | Scarifying the Existing Bituminous road surface to a depth of 100 mm and disposal of scarified materials with a lift upto 3 m and lead upto 1000 m as per Technical Specification etc., complete km 0/0-2/140 | 2,675 | Sq.m | 25 ₹66,875 | 23 ₹61,525 Lowest |
| 3.00 | Earth work excavation and depositing on bank within initial lead of 10m & initial lift of 2m in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders SS .20.A KM 0/0-2/140 | 4,280 | cu.m | 145 ₹6,20,600 | 140 ₹5,99,200 Lowest |
| 4.00 | Providing and Laying US gravel soling to compacted thick including cost and conveyance of gravel from approved sources to works 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 power roller, water sprinkler and all other incidental charges such as traffic barricading and providing danger lights etc, complete. KM 0/0-1/0 | 120 | cu.m | 350 ₹42,000 | 340.5 ₹40,860 Lowest |
| 5.00 | Providing and Laying US gravel soling to compacted thick including cost and conveyance of gravel from approved sources to works 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 power roller, water sprinkler and all other incidental charges such as traffic barricading and providing danger lights etc, complete. KM 1/0-2/0 | 120 | cu.m | 365 ₹43,800 | 354 ₹42,480 Lowest |
| 6.00 | Providing and Laying US gravel soling to compacted thick including cost and conveyance of gravel from approved sources to works 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 power roller, water sprinkler and all other incidental charges such as traffic barricading and providing danger lights etc, complete. KM 2/0-2/140 | 16.8 | cu.m | 375 ₹6,300 | 368 ₹6,182.4 Lowest |
| 7.00 | 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. KM 0/0-2/140 | 1,203.75 | cu.m | 2,950 ₹35,51,062.5 | 2,800 ₹33,70,500 Lowest |
| 8.00 | 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. KM 0/0-2/140 | 8,025 | sq.m | 95 ₹7,62,375 | 88 ₹7,06,200 Lowest |
| 9.00 | 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., KM 0/0-2/140 | 8,025 | sq.m | 25 ₹2,00,625 | 20.8 ₹1,66,920 Lowest |
| 10.00 | BITUMINOUS CONCRETE 25, 30/40 MM THICK USING cmp (Grade-II) Providing and laying Bituminious concrete to 40mm thick using 0.13cum of 19.00-9.50mm. 0.17cum of 9.5-2.36 and below with 50.3kgs of VG30/VG40 heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, carrying 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 tonnes vibratory/phenumatic roller to the required density etc., including labour for attending to paver to site etc.including hire charges and fuel charges foe 20-30t CMP with bitumen boiler, tipper trucks,paver finisher/9m paver finisher,vibratory/phenumatic roller and all other tools and plants required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clauses 507 of MORTH Part-5 km 0/0-2/140 | 240.75 | cu.m | 12,500 ₹30,09,375 | 11,925 ₹28,70,943.75 Lowest |
Tender Value
₹1.1 Cr
EMD Value
₹1.1 L
Closing Date
23 Feb 2026, 3:00 pmClosed
Project Director
Project Director
Strengthening the road Palaviduthi road to meet vengaikurichy mugavanur road (via) Perianaikaraipatti sakkampatti road km 0/0-2/140 in Mugavanur Panchayat.R- 29(PUR) Vaiyampatty Block,Tiruchirappalli District under NABARD - RIDF 2026-27,pkg14
2026_RDTN_655902_14
DIPR.968/TENDER/2026
Open Tender
Civil Works - Roads
Item Wise
180 days
Tiruchirappalli
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹1.1 L
DRDA Tiruchirappalli
8 Apr 2026
13 Feb 2026
23 Feb 2026
13 Feb 2026
23 Feb 2026
13 Feb 2026
18 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Strengthening the road Palaviduthi road to meet vengaikurichy mugavanur road (via) Perianaikaraipatti sakkampatti road km 0/0-2/140 in Mugavanur Panchayat. R- 29(PUR)Clearing the Scrub jungle including all labour charges for burryingng and burning etc.,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. KM 0/0-2/140 | 2,568 | Sq.m | - | - |
| 2 | Scarifying the Existing Bituminous road surface to a depth of 100 mm and disposal of scarified materials with a lift upto 3 m and lead upto 1000 m as per Technical Specification etc., complete km 0/0-2/140 | 2,675 | Sq.m | - | - |
| 3 | Earth work excavation and depositing on bank within initial lead of 10m & initial lift of 2m in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders SS .20.A KM 0/0-2/140 | 4,280 | cu.m | - | - |
| 4 | Providing and Laying US gravel soling to compacted thick including cost and conveyance of gravel from approved sources to works 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 power roller, water sprinkler and all other incidental charges such as traffic barricading and providing danger lights etc, complete. KM 0/0-1/0 | 120 | cu.m | - | - |
| 5 | Providing and Laying US gravel soling to compacted thick including cost and conveyance of gravel from approved sources to works 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 power roller, water sprinkler and all other incidental charges such as traffic barricading and providing danger lights etc, complete. KM 1/0-2/0 | 120 | cu.m | - | - |
| 6 | Providing and Laying US gravel soling to compacted thick including cost and conveyance of gravel from approved sources to works 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 power roller, water sprinkler and all other incidental charges such as traffic barricading and providing danger lights etc, complete. KM 2/0-2/140 | 16.8 | cu.m | - | - |
| 7 | 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. KM 0/0-2/140 | 1,203.75 | cu.m | - | - |
| 8 | 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. KM 0/0-2/140 | 8,025 | sq.m | - | - |
| 9 | 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., KM 0/0-2/140 | 8,025 | sq.m | - | - |
| 10 | BITUMINOUS CONCRETE 25, 30/40 MM THICK USING cmp (Grade-II) Providing and laying Bituminious concrete to 40mm thick using 0.13cum of 19.00-9.50mm. 0.17cum of 9.5-2.36 and below with 50.3kgs of VG30/VG40 heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, carrying 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 tonnes vibratory/phenumatic roller to the required density etc., including labour for attending to paver to site etc.including hire charges and fuel charges foe 20-30t CMP with bitumen boiler, tipper trucks,paver finisher/9m paver finisher,vibratory/phenumatic roller and all other tools and plants required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clauses 507 of MORTH Part-5 km 0/0-2/140 | 240.75 | cu.m | - | - |
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