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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹56.2 LAccepted-AOC | ₹56.2 L | L1 | Accepted-AOC LER |
| 2 | L2₹56.3 LRejected-Finance | ₹56.3 L | L2 | Rejected-Finance AER |
| Sl No | Description | Qty | Unit | S. Sekar L1 | badhraconstructions L2 |
|---|---|---|---|---|---|
| 1.00Part I : Improvement of the Road Edapirai To Periyamalai Kollakottai Road Km 0/0 - 1/29 R63 | |||||
| 1.01 | Clearing the Scrub jungle including cutting the scrubs and removing away from site etc., | 1,440 | Sqm | 6.36 ₹9,158.40 | 6.36 ₹9,158.40 |
| 1.02Collection 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, | |||||
| 1.03 | Km 0/0 - 1/0 | 180 | Cum | 449.22 ₹80,859.60 | 449.22 ₹80,859.60 |
| 1.04 | Km 1/0 - 1/200 | 36 | Cum | 449.22 ₹16,171.92 | 449.22 ₹16,171.92 |
| 1.05Cement conerete 1:3:6 (one cement three sand six jelly) using 40.m.m.H.B.G. Jelly for foundation including watering wherever necessary sand laid in layers not more than 15 c.m. thick compacting etc. complete complying with standard specification | |||||
| 1.06 | Km 0/0 - 1/0 | 180 | Cum | 5,542.09 ₹10.0 L | 5,542.09 ₹10.0 L |
| 1.07 | Km 1/0 - 1/200 | 36 | Cum | 5,557.38 ₹2.0 L | 5,557.38 ₹2.0 L |
| 1.08 | 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 | 144 | Cum | 2,332.1 ₹3.4 L | 2,335.5 ₹3.4 L |
| 1.09 | 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 | 540 | Cum | 2,387.5 ₹12.9 L | 2,392.9 ₹12.9 L |
Updated dates
Tender Value
₹57.4 L
EMD Value
₹57,400
Closing Date
24 Feb 2026, 3:00 pmClosed
The Project Director, DRDA, Tiiruvannamalai
DRDA, Tiruvannamalai
Improvement of Edapirai To Periyamalai Kollakottai Road Km 0/0 - 1/29 R63 with 5 Years Routine maintenance in Polur Block TVM/2025-26/262 under NABARD RIDF 2026-2027
2026_RDTN_656635_1
A11/0456/2026 Dt.12.02.2026 262
Open Tender
Civil Works - Roads
180 days
Polur
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹57,400
13 Mar 2026
13 Feb 2026
24 Feb 2026
13 Feb 2026
24 Feb 2026
13 Feb 2026
Part I : Improvement of the Road Edapirai To Periyamalai Kollakottai Road Km 0/0 - 1/29 R63
Clearing the Scrub jungle including cutting the scrubs and removing away from site etc.,
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,
Cement conerete 1:3:6 (one cement three sand six jelly) using 40.m.m.H.B.G. Jelly for foundation including watering wherever necessary sand laid in layers not more than 15 c.m. thick compacting etc. complete complying with standard specification
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) 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.
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.
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 Kilometer Stone
Provision for Sign Board
Provision for Name Board
Towards the charges for routline maintenance of the road work executed under NABARD Fund including dressing of berms by refilling the gully with the earth from borrow pits, cleaning of wild seasonal growth on berms, destilting of side drains and CD works, white washing guard stones, painting of KM, HM stones, parapets, cutting of branches of trees, refixing displaced guard stones, caution boards, speed limit boards etc., with the periodicity for the above activities as prescribed in IRC-SP-20:2002 and as directed by the departmental officers except for the constructional defects which has to be rectified by the contractor at his own cost for carriageway width of 3.00m & 3.75m
For the First Year from the date of completion of work
For the Second Year from the date of cpmpletion of work
For the Third Year from the date of completion of work
For the Fourth Year from the date of completion of work
For the Fifth Year from the date of completion of work
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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