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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹7.2 LAccepted-AOC | ₹7.2 L | 1 | Accepted-AOC Accepted |
| 2 | Rejected-Technical | - | - | Rejected-Technical Technical bid not qualified |
| Sl No | Description | Qty | Unit | SRI MANJUNATHA INDUSTRIES L1 |
|---|---|---|---|---|
| 1.00 | HGS SS.20.B. Earth work excavating and depositing on bank with initial lead of 10 m & initial lift of 2m in
Hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders SS.20B | 57 | M3 | 131 ₹7,467 |
| 2.00 | Providing of Granular Sub base using Grade I materials of table 400 -1 of Morth with minimum CBR 30 spreading in uniform layers with motor grader on prepared surface, mix in by palce method at OMC and compacting with Vibratory Roller to achieve the desired density including all labourcharges etc, complete as per technical specification and as directed by the departmental officers. Morth - Rev V No. 111,112,401,900 | 57 | M3 | 2,408 ₹1.4 L |
| 3.00 | Providing and laying, spreading and compacting graded stone aggregate to Wet mix macadam (WMM) specification 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 complete as per clasue 406 of MORTH specifications. | 38 | M3 | 2,437 ₹92,606 |
| 4.00 | 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., complete as per 502 of MORTH Rev-5 Specifications | 380 | M2 | 87 ₹33,060 |
| 5.00 | 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., complete as per 503 of MORTH Rev-5 Specifications | 380 | M2 | 20 ₹7,600 |
| 6.00 | Providing and laying 50 mm compacted thick dense bituminous macadam using 0.24 cum of 26.5-13.2 mm graded metal and 0.25 cum of 13.2-2.36 mm graded metal and 0.23 cum of 2.36 mm & below metal with 53.20 kgs of 60/70 bitumen for premixing per 10 sqm including cost and conveyance of all materials to C M P site, heating the bitumen and agregates to required temperature and mixing them in required temperature in central hot mix plant 20- 30 tonnes capacity conveying the mix by tipper trucks to paver site,spreading the mix in required temperature for uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and compaction by Vibratory roller to the required density etc.,including labour charges for loading bitumen in to bitumen tank and metal to feeder unit,labour for attending to paver site etc., including hire charges and fuel charges for 20-30t C M P with bitumen boiler,tipper trucks, paver finisher, vibratory rollers and all other tools and plants required,including all other incidental charges etc.,complete using C M P clause 505 of MORTH Rev-5 specifications. | 19 | M3 | 10,434 ₹2.0 L |
| 7.00 | Providing and laying Bituminous concrete to 30mm thick using 0.13 cum of 19.00-9.50mm graded metal, 0.17 cum of 9.50-2.36mm graded metal and 0.26 cum of 2.36 and below metal by adding theshredded plastic 10 % of bitumen quality 5.03 kg (50.30 x 10% = 5.03 kg) shredded plastic waste over the aggregate heated to 170 degree celcious in the central hot mix plant mixed well with 45.27 kgs of hot bitumen VG30 bitumen (160 degree celious) 60/70 grade for premixing per 10 sqm to lay 30mm compacted thick of bituminious concrete including the cost of materials to CMP site, heating the bitumen and aggregate to the required temperature and mixing the minimum 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 30mm with mechanical paver to the specified grades and cross sections and consolidated by 80-100 kn vibratory Roller/Pneumatic Roller to the required density etc., including labour for loading bitumen in to bitumen tank and metal to feeder unit, labour for attending to paver to site etc, including hire charges and fuel charges for 20-30 TCMP 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 | 12 | M3 | 11,002 ₹1.3 L |
| 8.00 | GST 18% | 1 | No | 1,09,487 ₹1.1 L |
Tender Value
₹7 L
EMD Value
₹7,000
Closing Date
5 Mar 2026, 3:00 pmClosed
COMMISSIONER
UDUMALPET MUNICIPALITY.
MLA FUND 2025-26 Providing Bituminous Top road at Sundar nagar Ward 8 in Udumalpet municipality
2026_MAWS_663290_1
342/2026/E1
Open Tender
Civil Works - Roads
60 days
UDUMALPETMUNICIPALITY
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹7,000
21 Apr 2026
21 Feb 2026
6 Mar 2026
21 Feb 2026
5 Mar 2026
21 Feb 2026
HGS SS.20.B. Earth work excavating and depositing on bank with initial lead of 10 m & initial lift of 2m in Hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders SS.20B
Providing of Granular Sub base using Grade I materials of table 400 -1 of Morth with minimum CBR 30 spreading in uniform layers with motor grader on prepared surface, mix in by palce method at OMC and compacting with Vibratory Roller to achieve the desired density including all labourcharges etc, complete as per technical specification and as directed by the departmental officers. Morth - Rev V No. 111,112,401,900
Providing and laying, spreading and compacting graded stone aggregate to Wet mix macadam (WMM) specification 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 complete as per clasue 406 of MORTH specifications.
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., complete as per 502 of MORTH Rev-5 Specifications
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., complete as per 503 of MORTH Rev-5 Specifications
Providing and laying 50 mm compacted thick dense bituminous macadam using 0.24 cum of 26.5-13.2 mm graded metal and 0.25 cum of 13.2-2.36 mm graded metal and 0.23 cum of 2.36 mm & below metal with 53.20 kgs of 60/70 bitumen for premixing per 10 sqm including cost and conveyance of all materials to C M P site, heating the bitumen and agregates to required temperature and mixing them in required temperature in central hot mix plant 20- 30 tonnes capacity conveying the mix by tipper trucks to paver site,spreading the mix in required temperature for uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and compaction by Vibratory roller to the required density etc.,including labour charges for loading bitumen in to bitumen tank and metal to feeder unit,labour for attending to paver site etc., including hire charges and fuel charges for 20-30t C M P with bitumen boiler,tipper trucks, paver finisher, vibratory rollers and all other tools and plants required,including all other incidental charges etc.,complete using C M P clause 505 of MORTH Rev-5 specifications.
Providing and laying Bituminous concrete to 30mm thick using 0.13 cum of 19.00-9.50mm graded metal, 0.17 cum of 9.50-2.36mm graded metal and 0.26 cum of 2.36 and below metal by adding theshredded plastic 10 % of bitumen quality 5.03 kg (50.30 x 10% = 5.03 kg) shredded plastic waste over the aggregate heated to 170 degree celcious in the central hot mix plant mixed well with 45.27 kgs of hot bitumen VG30 bitumen (160 degree celious) 60/70 grade for premixing per 10 sqm to lay 30mm compacted thick of bituminious concrete including the cost of materials to CMP site, heating the bitumen and aggregate to the required temperature and mixing the minimum 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 30mm with mechanical paver to the specified grades and cross sections and consolidated by 80-100 kn vibratory Roller/Pneumatic Roller to the required density etc., including labour for loading bitumen in to bitumen tank and metal to feeder unit, labour for attending to paver to site etc, including hire charges and fuel charges for 20-30 TCMP 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
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