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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 CrAccepted-AOC NO 1108 2A SEVUKAMPATTI VILLAGE MADURAI MAIN ROAD DINDIGUL 624211 | DINDIGUL | TAMIL NADU | 624211 | ₹1.1 Cr | L1 | Accepted-AOC work order |
| 2 | L2₹1.1 Cr+₹2.3 L (2.02%)Rejected-Finance | ₹1.1 Cr+₹2.3 L (2.02%) | L2 | Rejected-Finance Rejected |
| Sl No | Description | Qty | Unit | A RAMALINGAM CONTRACTOR L2 | S S CONSTRUCTIONS L1 |
|---|---|---|---|---|---|
| 1.001 Name of the Work : Improvements to the road from S Mettupatti to Nadakottai Village Road in S.Mettupatty Panchayat Km 0/0 - 2/00 ( R.Code 221 ) Estimate Amount: 110.43 lakhs | |||||
| 2.00 | Clearingthe Scrub jungle including all labour charges for burrying and burning etc., complete. | 2,102.54 | Sqm | 7 ₹14,717.78 | 5 ₹10,512.7 Lowest |
| 3.00 | Earth work excavation and depositing on bank within initial lead and lift in hard gravelly soil for Cutting sidedrain etc, complete. as per SS 20 A | 350.42 | Cum | 150 ₹52,563 | 131 ₹45,905.02 Lowest |
| 4.00 | Picking the existing BT surface up to 50mm depth including removing the stuff away from the site etc.complete | 2,433.49 | Sqm | 30 ₹73,004.7 | 21 ₹51,103.29 Lowest |
| 5.00 | Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for spreading and compaction with power roller etc.complete, for SHOULDERS | 657.04 | Cum | 350 ₹2,29,964 | 335 ₹2,20,108.4 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. | 1,097.51 | Cum | 2,200 ₹24,14,522 | 2,137 ₹23,45,378.87 Lowest |
| 7.00 | 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. | 7,316.73 | Sqm | 86 ₹6,29,238.78 | 82.81 ₹6,05,898.41 Lowest |
| 8.00 | 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 | 7,373.75 | Sqm | 22 ₹1,62,222.5 | 19 ₹1,40,101.25 Lowest |
| 9.00 | 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 | 365.85 | Cum | 8,900 ₹32,56,065 | 8,839 ₹32,33,748.15 Lowest |
| 10.00 | BC 25/30/40mm Thick (Grade II) Using VG30 Bitumen and Plastic Waste Providing and laying Bituminous Concrete to 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 | 184.34 | Cum | 11,500 ₹21,19,910 | 11,443 ₹21,09,402.62 Lowest |
Tender Value
Refer Docs
EMD Value
₹1.2 L
Closing Date
25 Jun 2025, 3:00 pmClosed
The Project Director,DRDA,Dindigul
The Project Director,DRDA,Dindigul
NABARD RIDF XXXI - 2025-26 Nilakottai Block of 1 no of road Package No.TN05-09 of Dindigul District
2025_RDTN_571109_1
DPIR.No.2866-2025- DATE 06.06.2025
Open Tender
Civil Works
Item Wise
180 days
DRDA
NABARD RIDF XXXI - 2025-26 Nilakottai Block of 1 no of road Package No.TN05-09 of Dindigul District
3 documents required · 3 mandatory
₹0
₹1.2 L
DRDA,DINDIGUL
12 Aug 2025
19 Jun 2025
25 Jun 2025
19 Jun 2025
25 Jun 2025
19 Jun 2025
20 Jun 2025
Amount
1 Name of the Work : Improvements to the road from S Mettupatti to Nadakottai Village Road in S.Mettupatty Panchayat Km 0/0 - 2/00 ( R.Code 221 ) Estimate Amount: 110.43 lakhs
Clearingthe Scrub jungle including all labour charges for burrying and burning etc., complete.
Earth work excavation and depositing on bank within initial lead and lift in hard gravelly soil for Cutting sidedrain etc, complete. as per SS 20 A
Picking the existing BT surface up to 50mm depth including removing the stuff away from the site etc.complete
Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for spreading and compaction with power roller etc.complete, for SHOULDERS
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.
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.
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
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
BC 25/30/40mm Thick (Grade II) Using VG30 Bitumen and Plastic Waste Providing and laying Bituminous Concrete to 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
Suppy of Kilometre Stone of size 1.65m x0.45 x0.15m including all charges etc,
Suppy of Hectametre Stone of size 0.90 x 0.15cx 0.15 m including all charges etc,
60 cm Equilateral triangle cautionary signboard
PART (B) Maintenance Routine Maintenance After completion of construction works Maintenance I year
Maintenance II year
Maintenance III year
Maintenance IV year
Maintenance V year
GST Amount for providing Service to Government Contract Works for the above Construction & Maintenance Works. { GST Amount is the Total GST Amount for overall quoted amount (Both Construction and Maintenance) above this row in column "BB" for all works in this package} (Refer Clause 13.2 & 13.3 of Section 2 of Instruction to Bidders (ITB) of SBD)
A RAMALINGAM CONTRACTOR (BID ID -1379129)
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