Municipal Administration And Water Supply Department Tender
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Municipal Administration And Water Supply Department - MAWS Tender
Telecommunication Services
Eprocure
Opening Date5 Jan 2023
Closing Date20 Jan 2023
Tender Amount₹ 75,20,000
Costs
EMD
₹ 75,200Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2023_MAWS_278870_3Bid Award Id
ViewTender No
4270/2022/E1Tender 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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Plain Cement Concrete 1:4:8 (One cement, Four sand and Eight hard broken stone) using 40 mm gauge hard broken jelly for flooring including laying, consolidating, finishing, rendering the top surface rough to receive the floor, curing, etc. complete complying with standard specification. (The rate is inclusive of necessary planking for panelling wherever necessary and as directed by the departmental officers )
86
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Supply and erection of Centering for soffits of plane surface like lintels, beams ,etc.,including strutting 1.10m high using mild steel sheets of size 90cm X 60cm X and B.G 10 stiffened with M.S angles of size 25mm X 25mm X 3mm laid over silver Oak (C.W) Drain side wall
1712
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Plain Cement Concrete 1:2:4 (one cement, two sand and four hard broken stone jelly) using 20mm jelly for wearing coat including laying, compacting, finishing and curing, etc., complete as per standard specificatins and as directed by the departmental officers.
286
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Plastering with cement mortar 1:4,20 mm ,thick in all floors including cost and conveyance of all materilas to site and labour charges etc,complete as per standard specifications (S.I.306)
357
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Providing Granular surface base to the required surface using murram, Granular soil of size varying from 4mm to 75mm including cost of material and cost of labour for stacking, spreading and consolidating layer by layer (Each layer not exceeding 100mm) including hire charges of Roller etc, complete as per the direction of Departmental officers.
96.99
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Providing and laying Prime over WBM / WMM surface using 7kg of Emulsion Bitumen (SS1) per 10 m2 for preperatory to another Bituminous construction over it, including cost of material , labour charges, rental for machinery , fuel and all other incidental charges etc., complete as per clause 502 of MORTH Rev-5
642
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Providing and laying Tack coat over WBM / WMM surface (treated with primer ) using 2.5kg of Emulsion Bitumen (RS1) per 10 m2 for preperatory to another Bituminous construction over it, including cost of material , labour charges, rental for machinery , fuel and all other incidental charges etc., complete as per clause 503 of MORTH Rev-5
3103
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Providing and laying 50mm consolidated thick Dense Bituminous Macadam using 0.24 cum of 26.50-13.20mm, 0.25 cum of 13.20-2.36mm and 0.23 cum of 2.36mm & below and with 53.20 kgs of VG30 bitumen for premixing per 10 sqm including cost and conveyance of all materilas to CMP site , heating the bitumen and agregates to the required temperature and mixing them in required temparature in central hot mix plant 20-30 ton capacity , conveying the mix by tipper trucks to work site , spreading the mix to uniform thickness of 50mm with paver to the specified grades and cross sectons and compacted ty Vibratory / Pneumatic roller to the required density etc., including labour for attending to paver at site etc., including hire charges and fuel charges for 20-30 CMP with bitumen boiler tipper trucks , Paver finisher , Vibratory / pneumatic rollers and all other tools and plant required , including fuel and all other tools and plant required , including fuel and other incidental charges etc., complete as per specification using CMP as per clause 505 MORTH Rev-5.
156
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Providing and laying Bituminous Concrete to 30 mm thick with the proportion of mix for 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 45.27 kgs of VG30 bitumen and 5kgs of Plastic waste of 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 ty 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 / Pneumatic roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 CMP with bitumen boiler, tipper trucks , Pavar 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.
93.5
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Providing and laying of hot applied thermoplactic compound 2.5mm thick including reflective glass besds @ 250gms per sqm area thickness of 2.5mm as per IRC 35. The finished surface to be level, uniform and free from streaks and holes all complete as per technical specifications and as directed by departmental officers.
143
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