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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.4 CrAdmitted-Finance 1 SRI GOKULAM COMPLEX 15 155B MARAPALAM MADUKKARAI COIMBATORE DISTRICT 641 105 | COIMBATORE | TAMIL NADU | 641105 | ₹1.4 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.5 Cr+₹4.3 L (2.94%)Admitted-Finance 42 641 009 | COIMBATORE | TAMIL NADU | 641009 | ₹1.5 Cr+₹4.3 L (2.94%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | pskassociate L2 | ABBI ASSOCIATES L1 |
|---|---|---|---|---|---|
| 1.00 | Earth work excavation of the surface to a depth of 5cm to 10cm and form the camber etc., complete as per standard specifications. | 898 | m3 | 80 ₹71,840 Lowest | 82 ₹73,636 |
| 2.00 | Charges for cutting the B.T surface to 5 to 7 cm depth using milling machine, conveying the Milled waste materials to at least for 20 km distance including hire and running charges for the machine, conveyance charges, unloading at unobjectionable place, cleaning the milled surface as to avoid slippery including all other incidental and unforeseen item etc. complete as per the direction of the departmental officers | 14,650 | m2 | 110 ₹16,11,500 Lowest | 111.5 ₹16,33,475 |
| 3.00 | 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. | 264 | m3 | 1,800 ₹4,75,200 | 1,728.3 ₹4,56,271.2 Lowest |
| 4.00 | 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. | 479 | m3 | 2,200 ₹10,53,800 Lowest | 2,242.8 ₹10,74,301.2 |
| 5.00 | Advance bitumen patch repair work with bitumen 80/100 premixed chips 50 mm thick 45 mm IRC HBG metal premixed with 44 kg bitumen per cubic metre of chips to the road and consoldations thick of 0.5 m with all cost of materials and labour charges etc., complete as per the standard specifications | 98 | m2 | 90 ₹8,820 Lowest | 4,240.7 ₹4,15,588.6 |
| 6.00 | Providing and laying Prime coat of 7 kgs/10 sqm over the WMM surface treated with primer using 7 kgs of bituminous Emulsion 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 V Specifications | 5,986 | m2 | 90 ₹5,38,740 | 81.5 ₹4,87,859 Lowest |
| 7.00 | Providing and laying Tack coat of 2.5 kgs/10 sqm over the Prime surface treated with binder using 2.5 kgs of bituminous Emulsion 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 V Specifications | 5,986 | m2 | 20 ₹1,19,720 | 18.2 ₹1,08,945.2 Lowest |
| 8.00 | Providing and laying Tack coat of 2 kgs/10 sqm over the Existing BT surface treated with binder using 2 kgs of bituminous Emulsion 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 V Specifications | 14,650 | m2 | 30 ₹4,39,500 | 26.2 ₹3,83,830 Lowest |
| 9.00 | Providing and laying 50 mm consolidated thick Dense bituminous macadam using 0.24 cum of 26.5-13.20 mm graded metal, 0.25 cum of 13.20-2.36 mm graded metal and 0.23 cum of 2.36 mm & below with 53.20 Kgs of VG30 / VG40 Bitumen for premixing per 10 sqm including cost and conveyance of all materials to C M P site, heating the bitumen and agregates to the required temperature and mixing the minimum 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 50 mm with mechanical paver to the specified grades and cross sections and compaction 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 feederunit, labour for attending to paver site etc., including hire charges and fuel charges for 20-30 t C M P with bitumen boiler, tipper trucks, paver finisher/9m paver finisher, Vibratory/Pneumatic rollers and all other tools and plants required, including all other incidental charges etc., complete as per specification using C M P clause 505 of MORTH REV-5 specifications | 300 | m3 | 11,100 ₹33,30,000 | 10,383.7 ₹31,15,110 Lowest |
| 10.00 | Providing and laying Bituminous Concrete to 30mm thick using 0.13 cum of 19.00 - 9.50mm, 0.17cum of 9.50 -2.36mm and 0.26cum of 2.36 and below with 46.28kgs of VG60 / VG50 bitumen 4.00 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 the min 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 30mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10tonne Vibratory / Pneumatic Roller to the required density etc., including labour 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 plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5. | 620 | m3 | 11,500 ₹71,30,000 | 10,657.7 ₹66,07,774 Lowest |
Tender Value
₹1.7 Cr
EMD Value
₹1.7 L
Closing Date
29 Sept 2022, 3:00 pmClosed
The Commissioner, Coimbatore Corporation
Big bazaar street, Town hall, Coimbatore-1
Renewal of BT Surface at SNV Gardern, 80 Feet Road in Ward No.62, Periyar nagar Jaganathan Nagar, Subbaiyan Road, in Ward No.64, Arumugam Nagar Road, 2, Arumugam Nagar Road 4 in Ward No.65, Kurinji Garden 1st Street, Kurinji Garden 2nd Street in Ward
2022_MAWS_251612_14
e-43/2022 TURIP 2022-23 TWO COVER
Open Tender
Civil Works
Works
180 days
Central Zone.Package14
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹1.7 L
JNNURM Conference Hall, Coimbatore Corporation
3 Oct 2022
14 Sept 2022
29 Sept 2022
14 Sept 2022
29 Sept 2022
14 Sept 2022
21 Sept 2022
Amount
Earth work excavation of the surface to a depth of 5cm to 10cm and form the camber etc., complete as per standard specifications.
Charges for cutting the B.T surface to 5 to 7 cm depth using milling machine, conveying the Milled waste materials to at least for 20 km distance including hire and running charges for the machine, conveyance charges, unloading at unobjectionable place, cleaning the milled surface as to avoid slippery including all other incidental and unforeseen item etc. complete as per the direction of the departmental officers
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.
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.
Advance bitumen patch repair work with bitumen 80/100 premixed chips 50 mm thick 45 mm IRC HBG metal premixed with 44 kg bitumen per cubic metre of chips to the road and consoldations thick of 0.5 m with all cost of materials and labour charges etc., complete as per the standard specifications
Providing and laying Prime coat of 7 kgs/10 sqm over the WMM surface treated with primer using 7 kgs of bituminous Emulsion 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 V Specifications
Providing and laying Tack coat of 2.5 kgs/10 sqm over the Prime surface treated with binder using 2.5 kgs of bituminous Emulsion 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 V Specifications
Providing and laying Tack coat of 2 kgs/10 sqm over the Existing BT surface treated with binder using 2 kgs of bituminous Emulsion 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 V Specifications
Providing and laying 50 mm consolidated thick Dense bituminous macadam using 0.24 cum of 26.5-13.20 mm graded metal, 0.25 cum of 13.20-2.36 mm graded metal and 0.23 cum of 2.36 mm & below with 53.20 Kgs of VG30 / VG40 Bitumen for premixing per 10 sqm including cost and conveyance of all materials to C M P site, heating the bitumen and agregates to the required temperature and mixing the minimum 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 50 mm with mechanical paver to the specified grades and cross sections and compaction 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 feederunit, labour for attending to paver site etc., including hire charges and fuel charges for 20-30 t C M P with bitumen boiler, tipper trucks, paver finisher/9m paver finisher, Vibratory/Pneumatic rollers and all other tools and plants required, including all other incidental charges etc., complete as per specification 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, 0.17cum of 9.50 -2.36mm and 0.26cum of 2.36 and below with 46.28kgs of VG60 / VG50 bitumen 4.00 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 the min 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 30mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10tonne Vibratory / Pneumatic Roller to the required density etc., including labour 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 plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5.
Conveying the Excavated earth from the distance of 15 Km out side of the city limit including all initial lead lift loading and unloding with transporation Charges etc., Complete.as per the direction of the Departemntal officers
80% of excavated earth
80% conveyance of milling qty
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