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 Date8 Feb 2024
Closing Date23 Feb 2024
Tender Amount₹ 1,74,00,000
Costs
EMD
₹ 1,74,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MAWS_420705_1Bid Award Id
ViewTender No
E1/4878/2023Tender Authority
Municipal Administration And Water Supply Department ViewPurchaser Address
-Website
http://https://www.tn.gov.in/maws/
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Documents
BOQ Items
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
537
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-
Providing and laying 50mm consolidated thick Dense Bituminous Macadam using 0.24cum of 26.50-13.20mm, 0.25 cum of 13.20-2.36mm and 0.23 cum of 2.36mm & below and with 53.20Kgs 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 the min. required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to worksite, spreading the mix to uniform thickness of 50mm with paver to the specified grades and cross sections and compacted by 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- 30t CMP with bitumen boiler, tipper trucks, Paver Finisher /9m paver finisher, Vibratory / Pneumatic rollers and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 505 MORTH Rev-5
27
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Providing and laying tack coat over existing BT surface surface using 2.00 kg of bitumen emulsion per 10 sqm area including labour charges for preparing the surface and applying the required quantity of bitumen as tack coat etc, comoplete as directed by the departmental officer.
20439
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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 metal by adding the shredded 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 Celsius in the central hot mix plant mixed well with 45.27 kgs of hot bitumen vG30 bitumen (160 degree celsius) 60/70 grade for premixing per 10 sqm to lay 30mm compacted thick of bituminous 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 80-100KN 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 ton CMP with bitumen boiler, tipper trucks, Paver finisher / 9mm 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 as MORTH Rev-5.
630
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-
Dismantling clearing away and carefully stacking materials useful for re-use for brickwork etc complete.
5
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Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc.,complete 10 cum
868
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-
Plain Cement Concrete 1:4:8 (one part of cement, four part of Crushed Stone Sand (M- Sand) and eight part of coarse aggregates) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges and all incidential charges such as water providing etc., complete as per standard specification
290
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-
Supplying, erecting centering for PCC Works with MS sheets including necessary supports for height (as mentioned below) using mild steel angles of size 25mmx25mmx3mm laid over country wood joists of size 10cmx6.50cm spaced at 90cm center to center and supported by casuarina props of 10cm to 13cm dia (Spaced at 90cm center to center) as directed for P.C.C. slab etc., complete as per standard specification
3904
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-
Plain Cement Concrete 1:2:4 (one cement, two Crushed Stone Sand (M- Sand) and four coarse aggregates) using 20mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., complete as per standard specification
594
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-
Plastering with cement mortar 1:4 (One Part of Cement and Four part of Plastering Sand (P- Sand)) 20mm thick in all floors including cost and conveyance of all materials to site and labour charges etc, complete complying with standard specifications (S.I.309)
1302
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-
GST Amount for providing Service to Government Contract Works for the Above construction works. (GST Amount is the Total GST Amount for total overall quoted amount above this row for this work)
1
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