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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.8 CrAccepted-Finance NO 1 96 INDIRA NAGAR NO 1 TOLLGATE PICHANDARKOVIL TIRUCHIRAPPALLI DISTRICT 621216 | TIRUCHIRAPPALLI | TAMIL NADU | 621216 | ₹1.8 Cr | L1 | Accepted-Finance Quoted L1 Rate |
| 2 | L2₹1.8 CrRejected-Finance | ₹1.8 Cr | L2 | Rejected-Finance Quoted L2 Rate |
| Sl No | Description | Qty | Unit | S SIVAPRAKASH BABU L1 | RV Constructions L2 |
|---|---|---|---|---|---|
| 1.00 | Strengthening the Thiruvellari to Theerampalayam road KM 0/0-3/02 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 km 0/0-3/02 | 2,174.4 | sqm | 6 ₹13,046.40 | 6.3 ₹13,698.72 |
| 2.00 | Picking 5 cm to 10 cm old metalled surface and sectioning km 0/0 - 3/02 | 3,775 | sqm | 23 ₹86,825 | 24.15 ₹91,166.25 |
| 3.00 | Providing and Laying Gravel tocompacted 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 0/0 - 3/02 | 679.5 | cum | 341 ₹2.3 L | 358.05 ₹2.4 L |
| 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 km 0/0-3/02 | 300.6 | cum | 140 ₹42,084 | 147 ₹44,188.20 |
| 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. KM 0/0 - 3/02 | 1,698.75 | cum | 2,737.5 ₹46.5 L | 2,874.38 ₹48.8 L |
| 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.KM 0/0 -3/02 | 11,325 | sqm | 87.7 ₹9.9 L | 92.09 ₹10.4 L |
| 7.00 | Applying TACK COAT over WBM surface at 2.5Kg of RS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp.KM 0/0 - 3/02 | 11,325 | sqm | 20.6 ₹2.3 L | 21.63 ₹2.4 L |
| 8.00 | Bituminous Macadam (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 34.04 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 0/0- 3/02 | 566.25 | cum | 9,236 ₹52.3 L | 9,697.8 ₹54.9 L |
| 9.00 | 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 | 283.13 | cum | 11,810 ₹33.4 L | 12,400.5 ₹35.1 L |
| 10.00 | Provision for KM Stone | 3 | each | 2,196 ₹6,588 | 2,305.8 ₹6,917.40 |
Tender Value
₹1.8 Cr
EMD Value
₹1.9 L
Closing Date
20 Jan 2026, 3:00 pmClosed
Project Director
DRDA, Tiruchirappalli
Strengthening the Thiruvellarai to Theerampalayam Road 0/0-3/02 in Mannachanallur Block, Tiruchirappalli Dist under Savings fund 25-26, pkg 1
2026_RDTN_641095_1
E1/4185/2025, dt.08.01.2026
Open Tender
Civil Works - Roads
180 days
Tiruchirappalli
Enclosed
5 documents required · 5 mandatory
₹0
₹1.9 L
12.01.2026
1 Apr 2026
9 Jan 2026
20 Jan 2026
9 Jan 2026
20 Jan 2026
9 Jan 2026
12 Jan 2026
Strengthening the Thiruvellari to Theerampalayam road KM 0/0-3/02 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 km 0/0-3/02
Picking 5 cm to 10 cm old metalled surface and sectioning km 0/0 - 3/02
Providing and Laying Gravel tocompacted 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 0/0 - 3/02
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 km 0/0-3/02
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 - 3/02
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.KM 0/0 -3/02
Applying TACK COAT over WBM surface at 2.5Kg of RS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp.KM 0/0 - 3/02
Bituminous Macadam (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 34.04 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 0/0- 3/02
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
Provision for KM Stone
Provision for HM Stone
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}
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