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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.5 CrAccepted-Finance | ₹1.5 Cr | L1 | Accepted-Finance Quoted L1 Rate |
| 2 | L2₹1.5 Cr+₹3.1 L (2.04%)Rejected-Finance 73 KOVILPATTI ROAD RAM SINGH NAGAR MANAPPARAI TRICHY DISTRICT | MANAPPARAI | TRICHY | TAMIL NADU | ₹1.5 Cr+₹3.1 L (2.04%) | L2 | Rejected-Finance Quoted L2 Rate |
| Sl No | Description | Qty | Unit | THILLAI CONSTRUCTION L1 | YESVEE ANANTH BUILD-CON PRIVATE LIMITED L2 |
|---|---|---|---|---|---|
| 1.00 | Strengthening to the Road from Ammapatti To Seegampatti Road KM 0/0-2/400 (R-218) VPR.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. complete. | 2,592 | Sqm | 6.3 ₹16,329.6 Lowest | 10 ₹25,920 |
| 2.00 | 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 0/00-2/400 | 2,592 | Cum | 140.45 ₹3,64,046.4 Lowest | 150 ₹3,88,800 |
| 3.00 | Picking 5 cm To 10 cm old Metalled Surface and Sectioning - 1 Sq.m KM 0/00-2/400 | 2,997 | Sqm | 23.3 ₹69,830.1 Lowest | 30 ₹89,910 |
| 4.00 | Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) 250 mm thick, 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 Soil Compactor to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete KM 0/00-2/400 | 1,348.65 | Cum | 2,919 ₹39,36,709.35 Lowest | 3,000 ₹40,45,950 |
| 5.00 | 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 0/00-2/400 | 9,000 | Sqm | 20.19 ₹1,81,710 Lowest | 21 ₹1,89,000 |
| 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. KM 0/00-2/400 | 8,991 | Sqm | 86.4 ₹7,76,822.4 Lowest | 90 ₹8,09,190 |
| 7.00 | BM (Grade-II) 50mm Thick Using VG30 Providing, laying 50mm consolidated thick Bituminous Macadam using 0.20cum of 26.50- 13.20mm, 0.43cum of 13.20-2.36mm and 0.08cum of 2.36mm & below size IRC metal with 37 Kgs of VG30 Grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in required temperature using Central hot mix plant 20-30ton 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 and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 504 of MORTH Rev-5 KM 0/00-2/400 | 449.55 | Cum | 9,665.18 ₹43,44,981.67 Lowest | 9,700 ₹43,60,635 |
| 8.00 | BITUMINOUS CONCRETE 25/30/40 MM THICK USING cmp (Grade-II) 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 50.30kgs of VG30 bitumen 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 KM 0/00-2/400 | 225 | Cum | 12,235.5 ₹27,52,987.5 Lowest | 12,300 ₹27,67,500 |
| 9.00 | Providing and Laying Gravel to 100mm compacted thick including cost & 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 KM 0/00-1/000 | 336.69 | Cum | 368.4 ₹1,24,036.6 Lowest | 400 ₹1,34,676 |
| 10.00 | KM 1/00-2/000 | 337.5 | Cum | 368.4 ₹1,24,335 Lowest | 400 ₹1,35,000 |
Tender Value
₹1.6 Cr
EMD Value
₹1.6 L
Closing Date
3 Sept 2025, 3:00 pmClosed
Project Director
DRDA Tiruchirappalli
Strengthening of the road from Ammapatti to Seegampatty road km 0/0-2/4 in Marungapuri Block, Tiruchirappalli District under MGSMT - 2025-26 (PHASE - III),pkg 1
2025_RDTN_593820_1
DIPR/4437/TENDER/2025
Open Tender
Civil Works - Roads
Item Wise
180 days
Tiruchirappalli
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹1.6 L
DRDA Tiruchirappalli
15 Oct 2025
18 Aug 2025
3 Sept 2025
18 Aug 2025
3 Sept 2025
18 Aug 2025
26 Aug 2025
Amount
Strengthening to the Road from Ammapatti To Seegampatti Road KM 0/0-2/400 (R-218) VPR.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. complete.
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 0/00-2/400
Picking 5 cm To 10 cm old Metalled Surface and Sectioning - 1 Sq.m KM 0/00-2/400
Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) 250 mm thick, 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 Soil Compactor to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete KM 0/00-2/400
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 0/00-2/400
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 0/00-2/400
BM (Grade-II) 50mm Thick Using VG30 Providing, laying 50mm consolidated thick Bituminous Macadam using 0.20cum of 26.50- 13.20mm, 0.43cum of 13.20-2.36mm and 0.08cum of 2.36mm & below size IRC metal with 37 Kgs of VG30 Grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in required temperature using Central hot mix plant 20-30ton 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 and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 504 of MORTH Rev-5 KM 0/00-2/400
BITUMINOUS CONCRETE 25/30/40 MM THICK USING cmp (Grade-II) 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 50.30kgs of VG30 bitumen 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 KM 0/00-2/400
Providing and Laying Gravel to 100mm compacted thick including cost & 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 KM 0/00-1/000
Cautionary Sign Board
60 Cm Circle Mandatory Sign
Reflector (Near Culvert & Trees) - Star Sign Sticker
HM Stone
KM Stone
Road Marker/ Road Stud With Lens Reflector
GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for overall quoted amount above this row in column "BB" for all works in this package}
YESVEE ANANTH BUILD-CON PRIVATE LIMITED (BID ID -1447560)
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