Municipal Administration And Water Supply Department Tender
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Municipal Administration And Water Supply Department - MAWS Tender
Civil And Construction
Road Construction
Eprocure
Opening Date2 Apr 2025
Closing Date29 Apr 2025
Tender Amount₹ 1,27,20,000
Costs
EMD
₹ 1,27,200Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2025_MAWS_537395_22Bid Award Id
ViewTender No
e15/2025-LPA-GFTender Authority
Municipal Administration And Water Supply Department ViewPurchaser Address
-Website
http://https://www.tn.gov.in/maws/
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Documents
BOQ Items
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Providing and laying Bituminous concrete to 30 mm thick using 10% of Plastic Waste and 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 45.27 kgs 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 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 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
525
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Removal of Excavated Excess Earth away from the site to 3 K.M including loading and transportation charges etc, complete as per standard specification.
596
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Earth work excavation in all soil with initial lead and left etc., complete a) ordinary soils (SS 20 A), Earth work excavating and depositing on bank with initial lead of 10 m and initial lift of 2 m in and silt or other loose soil, wet sand or silt not under water ,light, black cotton soil sandy loam and 106.25 cum 116.88 ordinary soil including excavated earth (SS 20 A)
993
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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.
836
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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
8360
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