Potholes Repairing And Surfacing Work In Stretches In Between Ch. 1.70Km. To 2.60 Kmp,10.80 Km To 11.50 Km,17.80 Km To 18.30 Km, 20.10 Km To 20.60 Km, 25.20 Km To 26.00 Kmp, 26.10 Km To 27.20 Km,28.700 Km To 29.00 Kmp,30.80 Km To 31.00 Kmp, 45.50 Km To 46, Gushkara-West Bengal
TDR : 22264038
Tender Notice
BOQ
Expired
Gushkara
West Bengal
Potholes Repairing And Surfacing Work In Stretches In Between Ch. 1.70Km. To 2.60 Kmp,10.80 Km To 11.50 Km,17.80 Km To 18.30 Km, 20.10 Km To 20.60 Km, 25.20 Km To 26.00 Kmp, 26.10 Km To 27.20 Km,28.700 Km To 29.00 Kmp,30.80 Km To 31.00 Kmp, 45.50 Km To 46
Name of Work:Potholes Repairing and Surfacing Work in stretches in between Ch. 1.70Km. to 2.60 Kmp,10.80 km to 11.50 km,17.80 Km to 18.30 Km, 20.10 Km to 20.60 Km, 25.20 Km to 26.00 Kmp, 26.10 Km to 27.20 Km,28.700 Km to 29.00 Kmp,30.80 Km to 31.00 Kmp, 45.50 Km to 46.00Kmp of NH-2B during the year 2019-20 in the district of Purba Bardhaman, West Bengal under Burdwan N.H. Sub-Division of National Highway Division No-III
Sl.No.
Item Description
Item Code / Make
Quantity
Units
1
1
Providing and applying tack coat with Cationic bitumene mulsion (RS1) complying with IS:8887 using emulsion pressure distributor on the prepared bituminous/granular/cement concrete pavement surface cleaned with mechanical broom and high pressure airjet (Reference to MORT&H's specification clause 503). i) On bituminous surface @ 0.20 kg-0.3 kg /sqm.
BI01010001010000000000000515BI0100001113
4872
Sqm
2
2
Filling Pot Holes with Bituminus Macadam using Mobile Hot Mix plant (6-10 TPH) with approved crushed aggregates of specified grading premixed with bituminus binder @ 3.4% by wt. of the total mix. Transported to site laid in the pot hole prepared before hand by cutting the edges to get a firm vertical face and by removing all the failed and loose matterials including dust and applying take coat evenly on the sides and on the surface as per specification, rolling the filled depression with 8-10 tonne smooth wheeled roller to achieve the desired compaction, including the cost and carriage of machinery and equipment, cost of fuel and lubricants and wages of all operational staff, quality contral except the cost of tack coat complete as per direction of Engineer-in-charge. Payment to be made on the basis of the loose net volume of the stone aggregates in the work.
BI01010001010000000000000515BI0100001114
24.708
Cum
3
3
Close Graded Premix Surfacing/Mixed Seal Surfacing (Reference to MORT&H's specification clause 508). Mechanical means using HMP of appropriate capacity not less than75 tonnes/hour. Providing,laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09mm (Type-A)or 13.2mm to 0.09 mm(Type-B)aggregates using viscosity grade bitumen of suitable approved grade to the required line,grade and level to serve as wearing course on apreviously prepared base,including mixing in a suitable plant,laying and rolling with a Smooth wheeled roller 8-10 tonne capacity,and finishing to required level and grade. Type-B.(rainfall less than150cm/year)
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