Name of Work: HARIYAV AWASIY YOJANA KE ANTERGAT ISTHIT MARGO KE NAVINIKARAN KA KARYA
Sl. No.
Item Description
1
Laying and Jointing PVC Pipe. Heading
2
Providing,laying,spreading and compacting stone aggregates of specific sizes (22.4-53 mm)to water bound macadam specification including spreading in uniform thickness,hand packing,rolling with smooth wheeI roller 80-100 KN in stages to proper grade and camber, applying and brooming requisite type of screening / binding materials to fill up the interstices of coarse aggregate,watering and compacting to the required density. WBM Grading-III as per Technical Spcification clause 40
3
Providing and applying tack coat with bitumen (VG-10) using bitumen Emulsion pressure distributor @ 0.30 kg per sqm on the prepared granular surfaces treated with mechanicalbroom as per Technical Specification Clause 503.
4
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm nominal size (22.4mm-1.2mm) & 11.2mm nominal size (13.2mm-5.6mm) ggregates either using penetration grade bitumen @1.46 kg/sqm to quired line,grade and level to serve as wearing course on a previously prepared base including mixing in a suitable plant, laying and rolling with three wheel 80-100 kN static rollar capacity finished to required level and grades to be followed by seal coat of Type-C as per TechnicalSpecificationClause 508.
5
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels grade and cross fall using Type-C with bitumen binder @ 0.65 kg/sqm including cost of bitumen as per Technical Specification Clause 510.
6
Earth work in filling in ordinary soil , excavation to be in the form or regular pits not exceeding 0.50m in depth and earth work in embankment bto be in 20 cm yayer including ramming & dressing the surface to requrired level and slopes and also including lift up to 1.5 m and lead up to 8 km the earth cutting to be deposited as spoil bank within 30 m distance as per directed by engineer in charge asn per UPPWD.
7
Rcc work with cement approved coarse sand and 2cm gauge approved stone ballast in proportion of 1:2:4in R.C.C T BEAM and slab and R.C.C column excluding its fixinf and biding the same with 24 B.W.G.GI binding wire and including all respect
8
MILD STEEL WORK such as in reinforced concrete work wrought to required shape as necessary including bending and also including suppy of steel and wastage and overlapping and hooks required for completion of work as per UPPWD
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