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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.4 LAccepted-Finance DOOR NO 7 345 SURVEY NO 7 345 P P COLONY | PONDICHERRY | PUDUCHERRY | 605001 | ₹6.4 L | L1 | Accepted-Finance L1 |
| 2 | L2₹6.5 LAccepted-Finance | ₹6.5 L | L2 | Accepted-Finance L2 |
| Sl No | Description | Qty | Unit | raja L1 | LIYAKATHABASHA L2 |
|---|---|---|---|---|---|
| 1.00 | Type C – Bituminous Road
i) Earth work Excavation complete direction as per the dept officers (100mm)
ii) Conveyance of Excavated earth Complete Direction as per the Dept officer (5 Km)(40% of earth work qty)
iii) Wet mix macadam Providing and laying ,spreading and compacting wet mix macadam with , clean, crushed, graded aggregates and granular materials and finished in accordance I with the requirements of the specifications and thicknesss as per approve plans or as directed by the engineer (100mm)
iv) Providing and laying Prime Coat of 7 kgs/10 sqm over the WMM surface treated with primer using 7 kgs of bituminous Emulsion (SS) per 10square 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 MORTH Rev-5 Specifications
v) Providing and laying Prime tack of 2.5 kgs/10 sqm over the WMM surface treated with primer using 2.5 kgs of bituminous Emulsion (RS) per 10square 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 503 MORTH Rev-5 Specifications
vi) Providing and laying Bituminous Concrete to - using 0.13 cum of 19.00 - 9.50mm, 0.17cum of 9.50 -2.36mm and 0.26cum of 2.36 with 46.28kgs of VG60 / VG70 bitumen ,5.03 kg plastic 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 20-30ton 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 8-10tonne Vibratory / Pneumatic Roller to the required density etc., including labvour for attending to paver to 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 all plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5 (Plastic 8%) | 336 | Sqm | 829 ₹2.8 L | 830 ₹2.8 L |
| 2.00 | Type -D Concrete Road
i) Supplying and Filling in foundation and basement with Stone Dust in layers of not more then 15cm thick well rammed watered and compacted etc., complete complying with standard specification. (75mm thick)
ii) Plain Cement concrete M20(1:1.5:3) (one cement , one and half fine aggregates and three coarse aggregates) using 20mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., ., complete complying with standard specification. (75mm thick) | 315 | Sqm | 850 ₹2.7 L | 855 ₹2.7 L |
| 3.00 | GST. 18% (CGST-9%, SGST-9%) | 1 | Nos | 98,332.92 ₹98,332.92 | 98,676.9 ₹98,676.90 |
Tender Value
₹6.7 L
EMD Value
₹6,700
Closing Date
24 Nov 2025, 3:00 pmClosed
COMMISSIONER VILLUPURAM MUNICIPALITY
VILLUPURAM MUNICIPALITY
Repairs of Damaged Roads and Restoration of patches potholes in Villupuram Municipality
2025_MAWS_625517_1
8604/2025/E2
Open Tender
Civil Works
30 days
Villupuram Municipality
Please refer Tender documents.
1 document required · 1 mandatory
₹0
₹6,700
31 May 2026
21 Nov 2025
24 Nov 2025
21 Nov 2025
24 Nov 2025
21 Nov 2025
Type C – Bituminous Road i) Earth work Excavation complete direction as per the dept officers (100mm) ii) Conveyance of Excavated earth Complete Direction as per the Dept officer (5 Km)(40% of earth work qty) iii) Wet mix macadam Providing and laying ,spreading and compacting wet mix macadam with , clean, crushed, graded aggregates and granular materials and finished in accordance I with the requirements of the specifications and thicknesss as per approve plans or as directed by the engineer (100mm) iv) Providing and laying Prime Coat of 7 kgs/10 sqm over the WMM surface treated with primer using 7 kgs of bituminous Emulsion (SS) per 10square 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 MORTH Rev-5 Specifications v) Providing and laying Prime tack of 2.5 kgs/10 sqm over the WMM surface treated with primer using 2.5 kgs of bituminous Emulsion (RS) per 10square 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 503 MORTH Rev-5 Specifications vi) Providing and laying Bituminous Concrete to - using 0.13 cum of 19.00 - 9.50mm, 0.17cum of 9.50 -2.36mm and 0.26cum of 2.36 with 46.28kgs of VG60 / VG70 bitumen ,5.03 kg plastic 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 20-30ton 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 8-10tonne Vibratory / Pneumatic Roller to the required density etc., including labvour for attending to paver to 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 all plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5 (Plastic 8%)
Type -D Concrete Road i) Supplying and Filling in foundation and basement with Stone Dust in layers of not more then 15cm thick well rammed watered and compacted etc., complete complying with standard specification. (75mm thick) ii) Plain Cement concrete M20(1:1.5:3) (one cement , one and half fine aggregates and three coarse aggregates) using 20mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., ., complete complying with standard specification. (75mm thick)
GST. 18% (CGST-9%, SGST-9%)
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