Renewal of Service Road of Right Karmnasha Canal from Km. 8.520 to Km. 12.500

Amount

Providing , laying , spreading and compacting of stone aggragates 45-63 mm size in 75 mm compacted thickness to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 KN in stage to proper grade and camber applying and brooming ,stone screening, binding material to fill up the interstices of coarse aggregate, watering and compacting to required density grading -2 as per PWD specification .

Providing , laying , spreading and compacting of stone aggragates 22.4-53 mm size in 75 mm compacted thickness to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 KN in stage to proper grade and camber applying and brooming ,stone screening, binding material to fill up the interstices of coarse aggregate, watering and compacting to required density grading -3 as per PWD specification .

Providing and appying prime coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate 0.7 kg/Sqm using mechanical means as per Technical specification claue 502

Providing and applying tack coat with bitumen VG-10 pressure distributor at the rate of 0.35 kg. per sqm on the prepared bituminous / granular surface cleaned with hydrulic broom as per Techinical Specification No. 503

Providing laying and rolling of open graded premix carpet of 20mm thickness composed of 13.2mm and 11.2mm dalla aggregate either using 80/100 penetration grade bitumen VG-10 @1.46kg per sqm. To required line,grade and level to serve as wearing course on a previously prepared base,including mixing by mixol,laying and rolling with a three wheel 80-100 KN static roller capacity.as per technical specification clause 508.(Including cost of bitumen)

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 cutting or in embankment in ordinary soil excavation to be the form of regular pits not exceeding 0.50 meter in depth and earth work in embankment to be in 0.20m layers, including ramming and dressing the surface to required levels and slopes and also including 1.5m lift and 30m lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30m distance as directed by the E/I.

Brick Edging on both side of road of first class brick 8 cm wide and 12 cm deep laid with mud mortar complete.

Fabrication and supply sign board on angle iron framd 40X40X6MM 25X5MM flat iron board sand MS sheet and one coat of red oxide primer and fixing in position including cost of letter writing and transport at site with all material, labour T&P etc required for proper completion of work.

Providing & Laying of hot applied thermoplastic compound 2.mm thick including reflectorising glass beads @ 250 gms sqm area thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35-2015. the finished surface to be level uniform and free from streaks and holes.

MANGALAM CONSTRUCTION