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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹94.3 LAccepted-AOC | L1 | Accepted-AOC Lesser than Estimated amount | |
| 2 | L2₹95.3 L+₹1.0 L (1.08%)Rejected-AOC | L2 | Rejected-AOC Greater than Estimated amount | |
| 3 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical Others-Bidder has not signed all the pages in the bid document, Annexure F and G was incorrect |
| Sl No | Description | Qty | Unit | PONMALAR L2 | P MADASAMY L1 |
|---|---|---|---|---|---|
| 1.00 | Providing Granular surface base using grade 1 material of table 400-1 of morth with minimumCBR 300 spreading in uniform layers with motor grades on prepared surface mix in by place method at OMC and compacting with vibratory roller to achieve the desired density including all labour charges etc., complete as per technical specifications and as directed by the departmental officers. | 114 | 1 CUM ( One Cubic Meter) | 2,175 ₹2,47,950 | 2,169.4 ₹2,47,311.6 Lowest |
| 2.00 | Providing and laying ,spreading and compacting graded stone aggregate to wet mix macadam (WMM ) soecification including premixing the material 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 | 114 | 1 CUM ( One Cubic Meter) | 2,740 ₹3,12,360 | 2,735.69 ₹3,11,868.66 Lowest |
| 3.00 | 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 10square meter area including cost of bituminous binder, including labour charges for applying the required quantity of bituminous binder as Prime coat manually etc., | 1,134 | 1SQM ( One Square Meter) | 90 ₹1,02,060 | 87.33 ₹99,032.22 Lowest |
| 4.00 | 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 10square meter area including cost of bituminous binder, including labour charges for applying the required quantity of bituminous binder as tack coat manually etc., | 1,134 | 1SQM ( One Square Meter) | 22 ₹24,948 | 20.35 ₹23,076.9 Lowest |
| 5.00 | Advance Patch work 13.20mm Providing Advancve Patch work using 50mm consolidated Thickness by using 1 m3 of 13.20mm IRC Metal with 44kg of Bittumen per 1 m3 of Metal For Pre Mixing For existing surface advance Patch work including cost and conveyance of materials to the work site and stacking them to the departmental metric guage for the premeasurement, heating the bitumen in bitumen boiler, heating the aggregates and mixing them with bitumen in mini hot mix plant for premix carpet only rolling by 60-70KN power roller for premix carpet and seal coat seperately including labour charges for spreading the mix for premix carpet application of bitumen for seal coat over premix carpet, including labour charges for spreading seal coat seperately over premix carpet etc. including higher charges and fuel charges for , bitumen boiler and all other tools and plant employed etc. | 1 | 1 CUM ( One Cubic Meter) | 5,076.32 ₹5,076.32 Lowest | 5,076.32 ₹5,076.32 Lowest |
| 6.00 | Providing and laying tack coat of 2kgs/10 sqm over the BT surface treated with binder using 2 kgs of bituminous Emulsion (RS) for 10square meter area including cost of bituminous binder, including labour charges for applying the required quantity of bituminous binder as tack coat manually etc., | 9,576 | 1SQM ( One Square Meter) | 39.12 ₹3,74,613.12 | 29.12 ₹2,78,853.12 Lowest |
| 7.00 | Providing and laying 50mm consolidated thick Dense Bituminous Macadam using 0.24cum of 26.50-13.20mm, 0.25 cum of 13.20-2.36mm and 0.23 cum of 2.36mm & below and with 53.20Kgs of VG30/VG40 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing the min. required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to worksite, spreading the mix to uniform thickness of 50mm with paver to the specified grades and cross sections and compacted by Vibratory / Pneumatic Roller to the required density etc., including labour for attending to paver at site etc., including hire charges and fuel charges for 20- 30t CMP with bitumen boiler, tipper trucks, Paver Finisher /9m paver finisher, Vibratory / Pneumatic rollers and all other tools and plant required, including fuel and all other incidental charges etc., | 479 | 1 CUM ( One Cubic Meter) | 10,826 ₹51,85,654 Lowest | 10,826 ₹51,85,654 Lowest |
| 8.00 | Providing and laying Bituminous Concrete to 30/40mm thick using 0.13 cu.m of 19.00-9.50mm, 0.17 cu.m of 9.50-2.36mm and 0.26 cu.m of 2.36 and below with 47.28kgs of VG30 bitumen and 3.02Kgs of Waste 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 20-30 ton capacity, conveying 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 tonne Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc. | 288 | 1 CUM ( One Cubic Meter) | 11,387.5 ₹32,79,600 Lowest | 11,387.5 ₹32,79,600 Lowest |
Tender Value
₹1.1 Cr
EMD Value
₹1.1 L
Closing Date
23 Jan 2026, 3:00 pmClosed
Commissioner
Municipality Office, Kalakad.
Relaying of 10nos of BT Road at ward no.2,4,5,15,24,25 in kalakad municipality.
2026_MAWS_644588_1
3133/2025/E1
Open Tender
Civil Works - Roads
Works
Kalakad Municipality
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹1.1 L
Kalakad Municipal Office
19 Feb 2026
20 Jan 2026
23 Jan 2026
20 Jan 2026
23 Jan 2026
20 Jan 2026
21 Jan 2026
Providing Granular surface base using grade 1 material of table 400-1 of morth with minimumCBR 300 spreading in uniform layers with motor grades on prepared surface mix in by place method at OMC and compacting with vibratory roller to achieve the desired density including all labour charges etc., complete as per technical specifications and as directed by the departmental officers.
Providing and laying ,spreading and compacting graded stone aggregate to wet mix macadam (WMM ) soecification including premixing the material 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
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 10square meter area including cost of bituminous binder, including labour charges for applying the required quantity of bituminous binder as Prime coat manually etc.,
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 10square meter area including cost of bituminous binder, including labour charges for applying the required quantity of bituminous binder as tack coat manually etc.,
Advance Patch work 13.20mm Providing Advancve Patch work using 50mm consolidated Thickness by using 1 m3 of 13.20mm IRC Metal with 44kg of Bittumen per 1 m3 of Metal For Pre Mixing For existing surface advance Patch work including cost and conveyance of materials to the work site and stacking them to the departmental metric guage for the premeasurement, heating the bitumen in bitumen boiler, heating the aggregates and mixing them with bitumen in mini hot mix plant for premix carpet only rolling by 60-70KN power roller for premix carpet and seal coat seperately including labour charges for spreading the mix for premix carpet application of bitumen for seal coat over premix carpet, including labour charges for spreading seal coat seperately over premix carpet etc. including higher charges and fuel charges for , bitumen boiler and all other tools and plant employed etc.
Providing and laying tack coat of 2kgs/10 sqm over the BT surface treated with binder using 2 kgs of bituminous Emulsion (RS) for 10square meter area including cost of bituminous binder, including labour charges for applying the required quantity of bituminous binder as tack coat manually etc.,
Providing and laying 50mm consolidated thick Dense Bituminous Macadam using 0.24cum of 26.50-13.20mm, 0.25 cum of 13.20-2.36mm and 0.23 cum of 2.36mm & below and with 53.20Kgs of VG30/VG40 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing the min. required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to worksite, spreading the mix to uniform thickness of 50mm with paver to the specified grades and cross sections and compacted by Vibratory / Pneumatic Roller to the required density etc., including labour for attending to paver at site etc., including hire charges and fuel charges for 20- 30t CMP with bitumen boiler, tipper trucks, Paver Finisher /9m paver finisher, Vibratory / Pneumatic rollers and all other tools and plant required, including fuel and all other incidental charges etc.,
Providing and laying Bituminous Concrete to 30/40mm thick using 0.13 cu.m of 19.00-9.50mm, 0.17 cu.m of 9.50-2.36mm and 0.26 cu.m of 2.36 and below with 47.28kgs of VG30 bitumen and 3.02Kgs of Waste 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 20-30 ton capacity, conveying 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 tonne Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc.
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