Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹23.5 LAdmitted-Finance 3 165 1A KAMARAJ NAGAR KANGAYAMPALAYAM SULUR COIMBATORE TAMIL NADU 641 401 | COIMBATORE | COIMBATORE | TAMIL NADU | 641401 | ₹23.5 L | L1 | Admitted-Finance |
| 2 | L2₹24.4 L+₹87,226.52 (3.71%)Admitted-Finance | ₹24.4 L+₹87,226.52 (3.71%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Vishnu Infrastructures L1 | MJ Infrastructures L2 |
|---|---|---|---|---|---|
| 1.00 | Type C - Bituminous Road ( Inclusive of GST 18% ) | 3,455.2 | M2 | 680 ₹23,49,536 Lowest | 705.25 ₹24,36,762.52 |
| 1.01Earth Work Excavation and depoiting on bank with initial lead of 10m and initial lift of 2 m in sand silt or other loose soil, wet sand or silt not under water light block cotton soil sandy loam and ordinary soil including excavated earth (SS 20A) | |||||
| 1.02Removal of excavated excess earth away from the site to 3KM including loading and transportation charges etc., complete as per directed by the departmental officers | |||||
| 1.03Providing, laying, spreading and compactinggraded stone aggregate to Wet Mix Macadam specification including premixing the materials with water at OMC in mechanical mix plant carriage to mixed material by tipper to site laying in uniform layers with paver in sub base/ base course on well prepared surface and compacting with vibratory roller to achive the desired density complete as per clasue 406 of morth specifications | |||||
| 1.04Providing and laying Prime coat of 7 kgs/10 sqm over the WMM surface treated with primer using 7 kgs of bituminous Emulsion (SS) for 10 square meter area including cost of bituminous binder, including labour charges for applying the required quantity of bituminous binder as Prime coat manually etc., complete as per 502 of MORTH Rev-5 Specifications | |||||
| 1.05Providing and laying tack coat of 2.5 kgs/10 sqm over the WMM surface treated with binder using 2.5 kgs of bituminous Emulsion (RS) for 10 square meter area including cost of bituminous binder, including labour charges for applying the required quantity of bituminous binder as tack coat manually etc., complete as per 503 of MORTH Rev-5 Specifications | |||||
| 1.06Providing and laying Bituminous concrete to 30 mm thick using 10 % of plastic waste and 0.13 cum of 19.00–9.50 mm, 0.17 cum of 9.50–2.36 mm and 0.26 cum of 2.36 and below with 45.27 kgs of VG30/VG40 bitumen, premixing per 10 sqm 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 30 mm with mechanical paver to the specified grades and cross sections and consolidated by 80–10 tonne vibratory/pneumatic roller to the required density etc., including labour for attending to paver site etc., including hire charges and fuel charges for 20–30t CMP with bitumen boiler, tipper trucks, paver finisher/9m paver finisher, vibratory/pneumatic roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5 | |||||
Tender Value
₹29.5 L
EMD Value
₹29,500
Closing Date
21 Jul 2026, 3:00 pmClosed
The Commissioner, Coimbatore Corporation
Coimbatore Corporation, Main Office, Big bazaar street, Town hall, Coimbatore-1
Providing of BT Patches at Various Locations in Ward No 15,18,19,20,25,26,27,28,29,30 Ward Areas North Zone.
2026_MAWS_684849_5
E39/2026-Two cover
Open Tender
Civil Works
Works
120 days
Coimbatore corporation
As per Tender Document
5 documents required · 5 mandatory
₹0
₹29,500
11 Aug 2026
10 Jul 2026
22 Jul 2026
10 Jul 2026
21 Jul 2026
10 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Type C - Bituminous Road ( Inclusive of GST 18% ) | 3,455.2 | M2 | - | - |
| 1.01 | Earth Work Excavation and depoiting on bank with initial lead of 10m and initial lift of 2 m in sand silt or other loose soil, wet sand or silt not under water light block cotton soil sandy loam and ordinary soil including excavated earth (SS 20A) | - | - | - | - |
| 1.02 | Removal of excavated excess earth away from the site to 3KM including loading and transportation charges etc., complete as per directed by the departmental officers | - | - | - | - |
| 1.03 | Providing, laying, spreading and compactinggraded stone aggregate to Wet Mix Macadam specification including premixing the materials with water at OMC in mechanical mix plant carriage to mixed material by tipper to site laying in uniform layers with paver in sub base/ base course on well prepared surface and compacting with vibratory roller to achive the desired density complete as per clasue 406 of morth specifications | - | - | - | - |
| 1.04 | Providing and laying Prime coat of 7 kgs/10 sqm over the WMM surface treated with primer using 7 kgs of bituminous Emulsion (SS) for 10 square meter area including cost of bituminous binder, including labour charges for applying the required quantity of bituminous binder as Prime coat manually etc., complete as per 502 of MORTH Rev-5 Specifications | - | - | - | - |
| 1.05 | Providing and laying tack coat of 2.5 kgs/10 sqm over the WMM surface treated with binder using 2.5 kgs of bituminous Emulsion (RS) for 10 square meter area including cost of bituminous binder, including labour charges for applying the required quantity of bituminous binder as tack coat manually etc., complete as per 503 of MORTH Rev-5 Specifications | - | - | - | - |
| 1.06 | Providing and laying Bituminous concrete to 30 mm thick using 10 % of plastic waste and 0.13 cum of 19.00–9.50 mm, 0.17 cum of 9.50–2.36 mm and 0.26 cum of 2.36 and below with 45.27 kgs of VG30/VG40 bitumen, premixing per 10 sqm 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 30 mm with mechanical paver to the specified grades and cross sections and consolidated by 80–10 tonne vibratory/pneumatic roller to the required density etc., including labour for attending to paver site etc., including hire charges and fuel charges for 20–30t CMP with bitumen boiler, tipper trucks, paver finisher/9m paver finisher, vibratory/pneumatic roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5 | - | - | - | - |
stage.html
html • 0.03 MB
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.45 MB
Road2Cover.pdf
Tender Documents • 1.17 MB
BOQ_823350.xls
BOQ • 0.29 MB
ITB.pdf
Additional Documents • 0.19 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .