Contrucion of Road of Jattary Minor

Amount

Earthwork in cutting or in embankment in ordinary soil, excavation to be in regular pits not exceeds 0.50m in depth and e/w in embankment to be in 20 cm layers i/c ramming,dressing the surface to requred levels and slopes and also i/c 1.50 m lift and 60 m lead. The earth from cutting to be used in making embankment or to be disposited as spoil banks within 30 m.

Providing, Laying,spreading and compacting machine crushed stone ballast of approved quary of 90-45 mm size to water bound macadam of G-1 specification including spreading in uniform thickness , hand packing, rolling with steel roller in stages to proper grade and camber ,applying and brooming , crushable screening material i.e. stone dust to fill up the interstices of coarse aggregaTe, watering and compacting to the required density including cost of all material,labour, T&P etc.as per Morth specification clause 404.

Providing, Laying,spreading and compacting machine crushed stone ballast of approved quary of 45-63 mm size to water bound macadam of G-2 specification including spreading in uniform thickness, hand packing, rolling with steel roller in stages to proper grade and camber ,applying and brooming , crushable screening material i.e. stone dust to fill up the interstices of coarse aggregaTe, watering and compacting to the required density including cost of all material, labour, T&P etc.as per Morth specification 405.

Providing, Laying,spreading and compacting machine crushed stone ballast of approved quary of 22.4-53 mm size to water bound macadam of G-3 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 , crushable screening material i.e. stone dust to fill up the interstices of coarse aggregate, watering and compacting to the required density grading G-2 including cost of all material, labour, T&P etc.as per Morth specification 405.

Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per Technical Specification Clause 502

Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared dry and hungry 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 13.2 mm 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 i/c making in a suitable plant, laying and rolling with a thre wheel 80-100 KN static roller capacity, finished to required level and grades to be followed by seal coat of type C- as per Technical specification clause 510.

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

Brick edging on both sides of the road with M-150 bricks 8 cm wide & 12 cm deep laid with mud mortar including all labour & supply of bricks finished to required template and ramming the excavated earth as directed by the Engineer - in -charge.

MEGHENDRA PAL SINGH CONTRECTOR

M/s Amit Raghav

M/s Virendra Singh Contractor

VIPIN KUMAR SHARMA

M/S PUSHPENDER KUMAR SHARMA

M/S MOHIT ASSOCIATES

ANANT BUILDER

AKANKSHA ASSOCIATES

M/S FAROOQ KHAN

M/S ADITYA CONSTRUCTION COMPANY