Renewal and Repair of Service Road on Ikla Dy. from km. 0.850 to km. 2.250

Amount

Cleaning thick bushes and thorny jungle with proper disposal including cost of all labour and T&P etc, completion of the work as per the direction of Engineer-in-charge.

Providing, laying, spreading and compacting stone aggregates of stone ballast of 45-63 mm size sizes to WBM 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 to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.

Providing, laying and consolidation of soiling coat with stone ballast of 22.4-53 mm size loose thickness 100 mm after compection 75 mm with hand packed rolling with roller of 8-10 tonnes in stages to proper camber applying earth by spreading evenly to an average depth of 15 mm and filling upto metersticks of the road metal watering and compacted to the required density.

Providing and applying tack coat with bitumin on prepared bituminous surface including cleanoing with hydraulic broom at the rate of 0.25 kg/sqm using manual means as per technical specification clause 503.

Providing, laying and rolling of open graded premix carpet of 20mm thickness composed of 13.2mm to 5.6mm 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 and rolling with a three wheel 80-100 K.N static roller capacity. Finished to required level and grades to be followed by seal coat of either Type C as per technical specification Clause 508.By Paver Machine

Providing and laying seal coat by manualy means with VG-10 Grade Bitumen sealing the voids in a bituminous suface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510.By Paver Machine

Earth work in cutting or in embankment in ordinary soil, excavation to be in the form of regular pits and earth work in embankment to be in 20cm. layers, including ramming and dressing the surface to the required levels and slopes and also including 1.50m lift and 30m lead. The earth from cutting to be used in making embankment or to be deposited as spoil bank within 30m distance as directed by Engineer- in-Charge..

Brick on end edging on both side of the road 7 cm wide and 11 cm deep laid with mud mortar including labour and supply of 1st class bricks finished to the required template and in proper alignment and also including dressing and ramming to excavated earth as directed by the Engineer incharge.

M/s Shashaveer Singh