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Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹33.0 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹33.4 L+₹42,684.31 (1.29%)Rejected-AOC CONTRACTOR VILLUPURAM | VILLUPURAM | TAMIL NADU | 604001 | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | S Prasath L2 | HARI CONSTRUCTION L1 |
|---|---|---|---|---|---|
| 1.01Strengthening the road from Anumanthapuram - Porur - Sitheri - Velleripattu Road Km 0/0 - 0/520 | |||||
| 1.02 | Clearing the scrub jungles including all labour charges for burning or burrying etc complete. | 736.27 | Sq.m | 15 ₹11,044.05 | 6 ₹4,417.62 Lowest |
| 1.03 | Picking 5 cm to 10 cm old BT surface and sectioning - 1 sq.m | 632.73 | Sq.m | 40 ₹25,309.2 | 23 ₹14,552.79 Lowest |
| 1.04 | Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20A including cost of all labour materials, tools, equipments and all incidental charges and sheeting, shoring | 368.14 | Cu.m | 190 ₹69,946.6 | 140 ₹51,539.6 Lowest |
| 1.05Laying US GRAVEL including cost and conveyance and stacking at site to departmental gauge for taking pre measurements by departmental officers and including labour charges for spreading the gravel as per standard specification etc. complete. | |||||
| 1.06 | KM 0/0-1/0 | 272.61 | Cu.m | 876.79 ₹2,39,021.72 Lowest | 876.79 ₹2,39,021.72 Lowest |
| 1.07Providing 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. | |||||
| 1.08 | KM 0/0-0/520 | 239.67 | Cu.m | 3,044.86 ₹7,29,761.6 Lowest | 3,044.86 ₹7,29,761.6 Lowest |
| 1.09 | 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. | 1,917.36 | sq.m | 84.94 ₹1,62,860.56 Lowest | 84.94 ₹1,62,860.56 Lowest |
| 1.10 | 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 other incidental charges etc., | 1,917.36 | sq.m | 19.5 ₹37,388.52 | 19.3 ₹37,005.05 Lowest |
Tender Value
₹35.3 L
EMD Value
₹36,000
Closing Date
3 Sept 2025, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
The Additional Collector
DRDA, Viluppuram
TNVPM/MGSMT-III/25-26/08
2025_RDTN_594158_12
TNVPM/MGSMT-III/25-26
Open Tender
Civil Works
Works
180 days
Viluppuram
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹36,000
Yes
8 Oct 2025
18 Aug 2025
3 Sept 2025
18 Aug 2025
3 Sept 2025
25 Aug 2025
Amount
Strengthening the road from Anumanthapuram - Porur - Sitheri - Velleripattu Road Km 0/0 - 0/520
Clearing the scrub jungles including all labour charges for burning or burrying etc complete.
Picking 5 cm to 10 cm old BT surface and sectioning - 1 sq.m
Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20A including cost of all labour materials, tools, equipments and all incidental charges and sheeting, shoring
Laying US GRAVEL including cost and conveyance and stacking at site to departmental gauge for taking pre measurements by departmental officers and including labour charges for spreading the gravel as per standard specification 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 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 other incidental charges etc.,
BITUMINOUS Macadam 50mm THICK USING cmp (Grade-II) Providing and laying Bituminious concrete to 40mm 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
BITUMINOUS CONCRETE 25, 30/40 MM THICK USING cmp (Grade-II) Providing and laying Bituminious concrete to 40mm 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 of 5 nos. Rumble strips covered with premix bituminous carpet, 15-20 mm high at centre,250mm wide placed at 1m c/c at approval locations to control speed, marked with white strips of road marking paint.
Provision for HM Stones of size 75 x 23 x 10 cm.
Cost and supply of sign board
Provision for Nameboard charges
Provision for Photographic 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}
S Prasath (BID ID -1448121)
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