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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹88.1 LAccepted-AOC NO 315 RAJAVEETHI ARANJI VILLAGE SOMASIPADI POST KILPENNATHUR TALUK TIRUVANNAMALAI DISTRICT 606 611 | TIRUVANNAMALAI | TIRUVANNAMALAI | TAMIL NADU | 606611 | ₹88.1 L | L1 | Accepted-AOC LER |
| 2 | L2₹88.2 LRejected-Finance | ₹88.2 L | L2 | Rejected-Finance AER |
| Sl No | Description | Qty | Unit | Ayyan Construction L1 | BARATHI INFRA L2 |
|---|---|---|---|---|---|
| 1.00Part I : Strengthening of Road From Kolathur Erpakkam Eri (R-165). | |||||
| 1.01 | Clearing the Scrub jungle including all labour charges for burrying and burning etc., | 1,188 | Sqm | 6.36 ₹7,555.68 | 6.36 ₹7,555.68 |
| 1.02 | 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 20B | 792 | Cum | 140.45 ₹1.1 L | 140.45 ₹1.1 L |
| 1.03 | Collection and supply of Girty gravel for side berms and labour charges for filling etc complete | 198 | Cum | 340.3 ₹67,379.40 | 340.3 ₹67,379.40 |
| 1.04 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory Soil Compactor to achieve the desired density, complete as per clause 401 | 615.49 | Cum | 2,499.95 ₹15.4 L | 2,500 ₹15.4 L |
| 1.05 | 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. | 512.91 | Cum | 2,536.1 ₹13.0 L | 2,544.68 ₹13.1 L |
| 1.06 | Providing and laying PRIME COAT over the WMM surface using 7.00 Kg of Bituminous Emulsion SS I for 10 sqm. Including cost of bituminous emulsion which will be supplied by the department at section stores and its cost will be recovered as per 7 special condition appended including labour charges for preparing the surface for laying prime coat and for applying required quantity of bituminous emulsion by mechanical sprayer including hire and fuel charges for all tools and plants employed etc., completes as per clause 503 of MOST specification | 4,103.25 | Sqm | 85.71 ₹3.5 L | 85.9 ₹3.5 L |
| 1.07 | Providing and laying TACK COAT over the WMM surface (treated with primer) using 2.50 Kg of Bituminous Emulsion RS I for 10 sqm. Including cost of bituminous emulsic which will be supplied by the department at section stores and its cost will be recoveres as per special condition appended including labour charges for preparing the surface for laying tack coat and for applying required quantity of bituminous emulsion by mechanical sprayer including hire and fuel charges for all tools and plants employed etc., complete as per clause 503 of MOST specification | 4,125 | Sqm | 19.97 ₹82,376.25 | 20.07 ₹82,788.75 |
| 1.08 | Providing and laying Bituminous Concrete to 25/30/40 mm 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 50.30 kgs of VG30/ VG40 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 / Pneumatic 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 / 9m paver finisher, Vibratory / Pneumatic roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP .(using Power Roller) | 103.13 | Cum | 11,113.82 ₹11.5 L | 11,116.1 ₹11.5 L |
| 1.09 | Road marking with hot applied thermoplastic compound with reflectorising glass beads on bituminous surface etc | 220 | Sqm | 890 ₹2.0 L | 890 ₹2.0 L |
Updated dates
Tender Value
₹89.4 L
EMD Value
₹89,400
Closing Date
19 Jan 2026, 3:00 pmClosed
The Project Director, DRDA, Tiiruvannamalai
DRDA, Tiruvannamalai
Improvements of Rural Roads 2 Nos in Kilpennathur Block of Tiruvannamalai District Package No.TVM/2025-26/216 under Saving Fund 2025-2026
2025_RDTN_632753_1
No.A11/9000/2025 Date.10.12.2025 216
Open Tender
Civil Works - Roads
180 days
Kilpennathur
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹89,400
9 Mar 2026
16 Dec 2025
19 Jan 2026
16 Dec 2025
19 Jan 2026
16 Dec 2025
Part I : Strengthening of Road From Kolathur Erpakkam Eri (R-165).
Clearing the Scrub jungle including all labour charges for burrying and burning etc.,
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 20B
Collection and supply of Girty gravel for side berms and labour charges for filling etc complete
Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory Soil Compactor to achieve the desired density, complete as per clause 401
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 PRIME COAT over the WMM surface using 7.00 Kg of Bituminous Emulsion SS I for 10 sqm. Including cost of bituminous emulsion which will be supplied by the department at section stores and its cost will be recovered as per 7 special condition appended including labour charges for preparing the surface for laying prime coat and for applying required quantity of bituminous emulsion by mechanical sprayer including hire and fuel charges for all tools and plants employed etc., completes as per clause 503 of MOST specification
Providing and laying TACK COAT over the WMM surface (treated with primer) using 2.50 Kg of Bituminous Emulsion RS I for 10 sqm. Including cost of bituminous emulsic which will be supplied by the department at section stores and its cost will be recoveres as per special condition appended including labour charges for preparing the surface for laying tack coat and for applying required quantity of bituminous emulsion by mechanical sprayer including hire and fuel charges for all tools and plants employed etc., complete as per clause 503 of MOST specification
Providing and laying Bituminous Concrete to 25/30/40 mm 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 50.30 kgs of VG30/ VG40 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 / Pneumatic 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 / 9m paver finisher, Vibratory / Pneumatic roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP .(using Power Roller)
Road marking with hot applied thermoplastic compound with reflectorising glass beads on bituminous surface etc
Provision for Hectometer Stone
Provision for Kilometer Stone
Provision for Signboard (Square)
Name Board Charges
Part II : Renewal BT From Zamin Gundalur to Neivanatham Road Km 0/0 - 1/99 (R-55).
Clearing the Scrub jungle including all labour charges for burrying and burning etc.,
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 20B
Collection and supply of Girty gravel for side berms and labour charges for filling etc complete
Providing and laying Tack coat over BT surface using 3Kg of bitumen 60/70 for 10sqm area including cost and conveyance of bituminous binder including labour 4 charges for preparing the surface and applying the required quantity of bitumen as tack coat emulsion by mechanical sprayer including hire and fuel charges for all tools and plants employed etc., complete as per clause 503 of MOST
Providing and laying Bituminous Concrete to 25/30/40 mm 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 50.30 kgs of VG30/ VG40 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 / Pneumatic 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 / 9m paver finisher, Vibratory / Pneumatic roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP .(using Power Roller)
Providing rumble strips covered with premix bituminous carpet, 15-20 mm at centre and 250mm wide placed at 1m intervals centre to centre at approved locations to control speed, marked with white strips of road
Provision for Guard Stone
Provision for Hectometer Stone
Provision for Kilometer Stone
Provision for Sign Board (Triangle)
Name Board Charges
GST Amount for providing Service to Government Contract Works for the above Construction Works. {GST Amount is the Total GST Amount for total overall quoted amount above this row in column "BB" for all works in this package}
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