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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹51.4 LAccepted-AOC NOT SPECIFIED | ₹51.4 L | L1 | Accepted-AOC LER |
| 2 | L2₹51.4 LRejected-Finance | ₹51.4 L | L2 | Rejected-Finance AER |
| Sl No | Description | Qty | Unit | JCK Constructions L1 | KMV Constructions L2 |
|---|---|---|---|---|---|
| 1.00Part I : Improvement of the Road from Tirupanamoor Mettu ADC to Pillanthangal road 0/0-0/900 R-117 | |||||
| 1.01 | Clearing the Scrub jungle including cutting the scrubs and removing away from site etc., | 1,296 | Sqm | 6.36 ₹8,242.56 | 6.36 ₹8,242.56 |
| 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 | 573.75 | Cum | 140 ₹80,325 | 140 ₹80,325 |
| 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, | 229.5 | Cum | 394.1 ₹90,445.95 | 394.52 ₹90,542.34 |
| 1.04 | Picking up existing BT surface upto 5 to 10cm of old mettalled surface, cambering, sectioning of carriage way etc., complete | 1,062.5 | Cum | 23.36 ₹24,820 | 23.36 ₹24,820 |
| 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 5 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. | 478.13 | Cum | 2,342.5 ₹11.2 L | 2,347 ₹11.2 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 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. | 3,187.5 | Sqm | 87.18 ₹2.8 L | 87.18 ₹2.8 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 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 503 of MOST specification. | 3,187.5 | Sqm | 20.48 ₹65,280 | 20.48 ₹65,280 |
| 1.08 | 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 | 79.69 | sqm | 11,260 ₹9.0 L | 11,265 ₹9.0 L |
| 1.09 | Provision for Hectometer Stone | 4 | No. | 574.65 ₹2,298.60 | 574.65 ₹2,298.60 |
Updated dates
Tender Value
₹53.4 L
EMD Value
₹53,400
Closing Date
6 Mar 2026, 3:00 pmClosed
The Project Director, DRDA, Tiiruvannamalai
DRDA, Tiruvannamalai
Improvement of Road Package No. TVM/2025-26/342 Vembakkam Block under Mudalvarin Grama Salaigal Membattu Thittam 2025-26 under Capital Grant Fund Component of State Finance Commission Grants 2026-27
2026_RDTN_659847_2
No. A11/0800/2026 Dt.14.02.2026 342
Open Tender
Civil Works - Roads
180 days
Vembakkam
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹53,400
13 Mar 2026
27 Feb 2026
6 Mar 2026
27 Feb 2026
6 Mar 2026
27 Feb 2026
Part I : Improvement of the Road from Tirupanamoor Mettu ADC to Pillanthangal road 0/0-0/900 R-117
Clearing the Scrub jungle including cutting the scrubs and removing away from site 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 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,
Picking up existing BT surface upto 5 to 10cm of old mettalled surface, cambering, sectioning of carriage way etc., complete
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 5 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 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.
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 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 503 of MOST specification.
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
Provision for Hectometer Stone
Provision for Sign Board
Provision for Name Board
Part II : Improvement of the Road from Azhividaithangi ADC - Azhividaithangi Road0/0-0/700 R - 245
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
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
Providing and laying including cost and 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 at Optimum moisture content and hire fuel charges for powerroller, watersprinkler
Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC 4 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
Applying tack coat over Un Primed WMB/ WMM surface at 7Kg of SS-1 per 10 Sqm. area including cost of bituminous binder at the site including labour charges for 5 preparing the surface and applying the required quantity of bituminous binder as tack coat including hire charges and fuel charges for bitumen boiler and all other tools and plants employed etc., complete as per clause 503 of MOST specification.
Applying tack coat over Primed WMB/ WMM surface at 2.5Kg/10 Sqm. area including cost of bituminous binder at the site including labour charges for preparing the surface and applying the required quantity of bituminous binder as tack coat including hire charges and fuel charges for bitumen boiler and all other tools and plants employed etc., complete as per clause 503 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 Sign Board (Triangle)
Provision for Sign Board (Square)
Provision for Name Board
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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