Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹75.0 LAccepted-AOC NO 315 RAJAVEETHI ARANJI VILLAGE SOMASIPADI POST KILPENNATHUR TALUK TIRUVANNAMALAI DISTRICT 606 611 | TIRUVANNAMALAI | TIRUVANNAMALAI | TAMIL NADU | 606611 | ₹75.0 L | L1 | Accepted-AOC LER |
| 2 | L2₹75.0 LRejected-Finance | ₹75.0 L | L2 | Rejected-Finance AER |
| Sl No | Description | Qty | Unit | BARATHI INFRA L2 | Ayyan Construction L1 |
|---|---|---|---|---|---|
| 1.00Part I : Improvement of the Road Somasipadi-Gandalapadi To So.Namiyandal Road Km 0/0 - 2/16 R34 | |||||
| 1.01 | Clearing the Scrub jungle including cutting the scrubs and removing away from site etc., | 2,191.2 | Sqm | 6.35 ₹13,914.12 | 6.36 ₹13,936.03 |
| 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 | 597.6 | Cum | 141 ₹84,261.60 | 140 ₹83,664 |
| 1.03Collection 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, | |||||
| 1.04 | Km 0/0 - 1/0 | 187.5 | Cum | 340 ₹63,750 | 339 ₹63,562.50 |
| 1.05 | Km 1/0 - 2/0 | 138.75 | Cum | 353.5 ₹49,048.13 | 353 ₹48,978.75 |
| 1.06 | Km 2/0 - 2/16 | 24 | Cum | 367.5 ₹8,820 | 366.5 ₹8,796 |
| 1.07 | Bituminous Macadam (Grade-II) 50mm Thick Using VG30
Providing, laying 50mm consolidated thick Bituminous Macadam using 0.20cum of 26.50- 13.20mm, 0.43cum of 13.20-2.36mm and 0.08cum of 2.36mm & below size IRC metal with 34.04 Kgs of VG30 Grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in required temperature using Central hot mix plant 20-30ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 504 of MORTH Rev-5 | 356.47 | Sqm | 8,898.3 ₹31.7 L | 8,891.2 ₹31.7 L |
| 1.08 | Applying tack coat over BT surface (not treated with primer) using 3Kg of bituminous emulsion per 10 Sqm. including cost of bituminous emulsion which will be supplied departmentally at section stores and cost of which will be recovered at the rates as per special conditions appended herewith including conveyance of bituminous emulsion to actual work spot handling charges including labour charges for brushing, cleaning and preparing the surface for laying the tack coat and labour and machinery charges for applying the required quantity of bituminous emulsion including hire, fuel and running charges for all tools and plants employed for the work including all other incidental charges such as barricading and providing danger lights, flags etc., complete as per standard specification. | 7,129.38 | Sqm | 34.64 ₹2.5 L | 34.64 ₹2.5 L |
| 1.09 | 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 | 178.23 | Cum | 11,460 ₹20.4 L | 11,447.5 ₹20.4 L |
Updated dates
Tender Value
₹77.1 L
EMD Value
₹77,200
Closing Date
24 Feb 2026, 3:00 pmClosed
The Project Director, DRDA, Tiiruvannamalai
DRDA, Collectorate, Vengikkal, Tiruvannamalai
Improvement of Somasipadi-Gandalapadi To So.Namiyandal Road Km 0/0 - 2/16 R34 with 5 Years Routine maintenance in Kilpennathur Block TVM/2025-26/256 under NABARD RIDF 2026-2027
2026_RDTN_656568_1
A11/0456/2026 Dt.12.02.2026 256
Open Tender
Civil Works - Roads
180 days
Kilpennathur
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹77,200
13 Mar 2026
13 Feb 2026
24 Feb 2026
13 Feb 2026
24 Feb 2026
13 Feb 2026
Part I : Improvement of the Road Somasipadi-Gandalapadi To So.Namiyandal Road Km 0/0 - 2/16 R34
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,
Bituminous Macadam (Grade-II) 50mm Thick Using VG30 Providing, laying 50mm consolidated thick Bituminous Macadam using 0.20cum of 26.50- 13.20mm, 0.43cum of 13.20-2.36mm and 0.08cum of 2.36mm & below size IRC metal with 34.04 Kgs of VG30 Grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in required temperature using Central hot mix plant 20-30ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 504 of MORTH Rev-5
Applying tack coat over BT surface (not treated with primer) using 3Kg of bituminous emulsion per 10 Sqm. including cost of bituminous emulsion which will be supplied departmentally at section stores and cost of which will be recovered at the rates as per special conditions appended herewith including conveyance of bituminous emulsion to actual work spot handling charges including labour charges for brushing, cleaning and preparing the surface for laying the tack coat and labour and machinery charges for applying the required quantity of bituminous emulsion including hire, fuel and running charges for all tools and plants employed for the work including all other incidental charges such as barricading and providing danger lights, flags etc., complete as per standard 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}
stage.html
html • 0.04 MB
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.04 MB
Tendernotice_1.pdf
PDF • 0.07 MB
Technical_Bid_256.pdf
Tender Documents • 0.62 MB
BOQ_787356.xls
BOQ • 0.35 MB
Download all tender documents and submit your bid