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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.9 LAccepted-AOC NO 33 BAJANAI KOVIL STREET PERANAMPAKKAM SEMMIYAMANGALAM CHETPET TALUK TIRUVANNAMALAI DISTRICT 606 904 | SEMMIYAMANGALAM | TIRUVANNAMALAI | TAMIL NADU | 606904 | ₹10.9 L | L1 | Accepted-AOC LER |
| 2 | L2₹11.0 LRejected-Finance | ₹11.0 L | L2 | Rejected-Finance AER |
| Sl No | Description | Qty | Unit | Rishika Construction L1 | Kothanya Construction L2 |
|---|---|---|---|---|---|
| 1.00Part I : Vadamathimangalam- Village BG road KM-0/0-0/710 (R - 213) | |||||
| 1.01 | 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. | 852 | Sqm | 6.35 ₹5,410.20 | 6.35 ₹5,410.20 |
| 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 20A | 287.55 | Cum | 140 ₹40,257 | 140.5 ₹40,400.78 |
| 1.03 | 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 | 85.2 | Cum | 600 ₹51,120 | 600 ₹51,120 |
| 1.04 | 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 as pwe clause 406 of MORTH Rev-5 | 24 | Cum | 2,550 ₹61,200 | 2,552 ₹61,248 |
| 1.05 | 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 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., complete as per clause 503 of MOST 5 specification. | 240 | Cum | 87.2 ₹20,928 | 87.17 ₹20,920.80 |
| 1.06 | Advance patch work for marking up the undulation in the existing BT surface to an average thickness of 25mm using 13.20mm IRC size HBG metal | 7.73 | Cum | 4,916 ₹38,000.68 | 4,918.5 ₹38,020.01 |
| 1.07 | Providing and laying TACK COAT over the WMM surface (treated with primer) using 3.00 Kg of Bituminous Emulsion RS 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 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 7503 of MOST specification. | 2,147.5 | Sqm | 34.65 ₹74,410.88 | 34.68 ₹74,475.30 |
| 1.08 | Providing and laying Bituminious concrete to 25mm 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 | 53.69 | Sqm | 11,478 ₹6.2 L | 11,488 ₹6.2 L |
| 1.09 | Provision for Hectometer Stone | 4 | No | 575 ₹2,300 | 574.65 ₹2,298.60 |
Updated dates
Tender Value
₹11.1 L
EMD Value
₹11,200
Closing Date
27 Feb 2026, 3:00 pmClosed
The Project Director, DRDA, Tiiruvannamalai
DRDA, Tiruvannamalai
Renewal of Rural road in Chetpet Block of Tiruvannamalai District Package No.TVM/2025-26/246 under Rural Road Maintenance 2025-2026
2026_RDTN_651336_1
No. A11/5764/2025 Date.05.02.2026 246
Open Tender
Civil Works - Roads
120 days
Chetpet
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹11,200
13 Mar 2026
5 Feb 2026
27 Feb 2026
5 Feb 2026
27 Feb 2026
5 Feb 2026
Part I : Vadamathimangalam- Village BG road KM-0/0-0/710 (R - 213)
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.
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
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) 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 as pwe clause 406 of MORTH Rev-5
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 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., complete as per clause 503 of MOST 5 specification.
Advance patch work for marking up the undulation in the existing BT surface to an average thickness of 25mm using 13.20mm IRC size HBG metal
Providing and laying TACK COAT over the WMM surface (treated with primer) using 3.00 Kg of Bituminous Emulsion RS 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 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 7503 of MOST specification.
Providing and laying Bituminious concrete to 25mm 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
Provision for Hectometer Stone
Provision for 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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