Ward Number 08 Ansarganj Me Maya Tanda Marg (Churaha) Se Shashi Ke makan Tak Nali Nirman And Marg Ka Marammat Karya.

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding material to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.

Providing and applying tack coat with Bitmen (VG-10) using bitumen distributor at the Rate of 0.30 kg sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying rolling with a three wheel 80-100 KN static capacity, finished to required level and grades to be followed by seal coat of either Type A as per Technical Specification Clause 508.

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C, as per Technical Specification Clause 510.

Earth work in Foundation in ordinary soil, excavation to be in the form of regular pit not exceeding 1/2 metre (20'') in depth and earthwork in embankment to be 20cm (8'') layers including ramming and dressing the surface to required levels and slopes and also including 1.5 mts lead. The erth form cutting to be used in making embankment or to be desposited on spoil banks withen 30m. (100 ft) distance as directed by Engineer-in-charge Excluding Royalty.

Providing and laying Cement concrete 1:4:8 (1cement:4 fine sand: 8 graded stone ballast 40 mm. nominal size) including supply of all materials, labour and curing compete, also including cost of formwork in foundation and floors.

First class bricks work in1:4 in cement and coarse sand of 1-25F.M. mortar in foundation and plinth including supply of all materials, labour and T&P etc. requied for proper completion of the work.

12mm thick plaster with cement mortar in proportion of 1:2 cement and coarse sand of 1.25 F.M.

Providing laying of R.C.C. work 1:2:4 with cement, coarse sand and 20mm gauge stone grit including all complete as per S.I. No. 283

M.S. or iron work in plain work such as R.C.C. work inc. all complete As per S.I No