National Highways And Infrastructure Development Corporation Limited Tender
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Description
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Contact
Tender Id
a1448522-d41a-30c0-b0d5-9a24601f7800Tender Authority
National Highways And Infrastructure Development Corporation Limited ViewPurchaser Address
-Website
http://nhidcl.com
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Documents
BOQ Items
Providing, laying, spreading and compacting stone aggregate of specific sizes Water Bound Macadam specification including spreading in uniform thickness, hand packing, rolling with power roller 8-10 tonnes in stages to proper grade and camber, applying and broowing requisite type of screening & binding materials to fill up the interstices of coarse aggregates, watering and rolling making necessary earthern bund to protect edges, lighting, gruading, barricading, and maintenance of diversion etc in accordance with clause 404 of Minsitry of Road Transport & Horhways Specidfications for Road and Bridge Works (Fifth REvision) by Manual Means of Mechanical means,For Grading - II Material
1.69
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Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including cleearing of road surface and spraying primer at the rate of 0.70 Kg/Sqm using mechanical means.
22.5
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Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 Kg per Sqm on the prepared bituminous/granualr surface cleaned with mechanical broom.
22.5
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Providing and laying and rolling of open-graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cutback or emulsion to the required line, grade and level to serve as wearing course on a previously prepared base including mixing in a suitable Plant and rolling with smooth wheeled rollers 8-10 tonne capacity, and finishing to required level and grade. (A) Mechanical method using penetration grade bitumen and HMP of appropriate capacity not less than 75 tonne/hour
22.5
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Gabion Structure for Retaining Earth (Providing and construction of a gabion structure for retaining earth with segments of wire crates of size 7 m x 3 m x 0.6 m each divided into 1.5 m comparfrnents by cross netting, made from 4 mm galvanised steel wine @32kgpr l0 sqm having minimum tensile strength of 300 Mpa conforming to IS:280 and galvanizing coating conforming to 15:4826, woven into mesh with double twist, mesh size not exceeding 100 x 100mm, filled with boulders with least dimension of200 mm, all loose ends to be tied with 4 mm galvanised steel wire.)
177
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