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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.5 CrAdmitted-Finance 42 641 009 | COIMBATORE | TAMIL NADU | 641009 | ₹1.5 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.5 Cr+₹83,273.36 (0.55%)Admitted-Finance 42 641 009 | COIMBATORE | TAMIL NADU | 641009 | ₹1.5 Cr+₹83,273.36 (0.55%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/s.MS ENGINEERS AND BUILDERS L2 | M S ENGINEERS L1 |
|---|---|---|---|---|---|
| 1.00 | Earthwork Excavating and depositing on bank with initial lead of 10m & initial lift of 2m in sand, silt or other loose soil, wet sand or silt not under water, light black cotton soil sandy loam and ordinary soil including excavated earth (SS 20A) | 1,754 | M3 | 85 ₹1,49,090 | 81.5 ₹1,42,951 Lowest |
| 2.00 | Removal of Excavated Excess Earth away from the site to 15 K.M including loading and transportation charges etc, complete as per directed by the departmental officers | 1,053 | M3 | 70 ₹73,710 | 67.55 ₹71,130.15 Lowest |
| 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. 111,112,401,900 | 1,169 | M3 | 1,670 ₹19,52,230 | 1,663.3 ₹19,44,397.7 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 clause 406 of MORTH Specification | 1,169 | M3 | 2,150 ₹25,13,350 | 2,117.08 ₹24,74,866.52 Lowest |
| 5.00 | Providing and laying of Prime coat using Emulision Bitumen at the rate 7kg Per 10sq.m 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 | 11,687 | M2 | 77 ₹8,99,899 | 76.4 ₹8,92,886.8 Lowest |
| 6.00 | Providing and laying of Prime coat using Emulision Bitumen at the rate 2.5 kg Per 10sq.m the WMM Surfacetreated with primer 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 prime coat manually etc., complete as per 503 of MORTH Rev-5 specifications | 11,687 | M2 | 18 ₹2,10,366 | 17.31 ₹2,02,301.97 Lowest |
| 7.00 | 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. | 585 | M3 | 9,825 ₹57,47,625 | 9,816 ₹57,42,360 Lowest |
| 8.00 | Providing and laying Bituminous concrete to 30/40mm thick using 0.13 cum of 19.00-9.50mm, 0.17 cum of 9.50- 2.36mm and 0.26 cum of 2.36 and below with 46.28 kgs of VG60/ VG70 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 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 /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 labvour for attending to paver site etc., including hire charges and fuel charges for 20-30 t 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 | 351 | M3 | 10,100 ₹35,45,100 | 10,077.5 ₹35,37,202.5 Lowest |
| 9.00GST 18% | |||||
Tender Value
₹1.8 Cr
EMD Value
₹1.8 L
Closing Date
8 Jun 2023, 3:00 pmClosed
The Commissioner, Coimbatore Corporation
Coimbatore Corporation, Main Office, Big bazaar street, Town hall, Coimbatore-1
Formation of BT surface road at Sri Ram Nagar 2nd Street 1 Cross Road N to E , Vairavar Nagar Nto S -1, Vairavar Nagar Eto W -1, Vairavar Nagar E to W -3, Vairavar Nagar Nto S -2, Vairavar Nagar Eto W -2, Vairavar Nagar Nto S -3, Vairavar Naga
2023_MAWS_322196_1
e32/2023 SFC/URDF (TWO COVER)
Open Tender
Civil Works
Works
180 days
NORTH ZONE
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹1.8 L
27 Jun 2023
3 Jun 2023
8 Jun 2023
3 Jun 2023
8 Jun 2023
3 Jun 2023
Amount
Earthwork Excavating and depositing on bank with initial lead of 10m & initial lift of 2m in sand, silt or other loose soil, wet sand or silt not under water, light black cotton soil sandy loam and ordinary soil including excavated earth (SS 20A)
Removal of Excavated Excess Earth away from the site to 15 K.M including loading and transportation charges etc, complete as per directed by 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. 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 clause 406 of MORTH Specification
Providing and laying of Prime coat using Emulision Bitumen at the rate 7kg Per 10sq.m 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
Providing and laying of Prime coat using Emulision Bitumen at the rate 2.5 kg Per 10sq.m the WMM Surfacetreated with primer 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 prime 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 30/40mm thick using 0.13 cum of 19.00-9.50mm, 0.17 cum of 9.50- 2.36mm and 0.26 cum of 2.36 and below with 46.28 kgs of VG60/ VG70 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 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 /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 labvour for attending to paver site etc., including hire charges and fuel charges for 20-30 t 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
M/s.MS ENGINEERS AND BUILDERS
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