AR OF PADRI GHOSIYARI TO GAOHANIYA ROAD

Providing, laying, spreading and compacting stone aggregates of 22.4-53mm size material to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, Stone screening grit to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. as per Technical specification complete in all aspect or as per direction of E/I. (Rate are Excluding G.S.T. but including All Taxes Royality, Labour Cess, Material & T&P) with all aspects

Providing and applying tack coat with bitumen VG-10 using bitumen distributor @ 3.00 Kg/10sqm. on the prepared bitumenious surface cleaned with hydraulic broom as per Technical Specification Clause 503. as per Technical specification complete in all aspect or as per direction of E/I. (Rate are Excluding G.S.T. but including All Taxes Royality, Labour Cess, Material & T&P) with all aspects

Providing laying and rolling of open - graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm (crushed stone chipping 13.20mm @ 0.18 cum./10 sqm. and crushed stone chipping 11.2mm @0.09 cum/10sqm.)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 8-10 KN static roller capacity finished to required lavel and grades to be followed by seal coat either type C as per technical specification clause 508 by manual means (1) Bitumen (VG-10) @ 14.60 Kg/10 sqm. as per Technical specification complete in all aspect or as per direction of E/I. (Rate are Excluding G.S.T. but including All Taxes Royality, Labour Cess, Material & T&P) with all aspects

Providing and laying seal coat sealing the voids in a bitumenious surface laid to specified levels, grade and cross fall using Type C with 6.7 mm crushed stone chipping @ 0.09 cum/10sqm. as per Technical Specification Clause 510. Bitumen (VG-10) @ 6.50 Kg/10 sqm. as per Technical specification complete in all aspect or as per direction of E/I. (Rate are Excluding G.S.T. but including All Taxes Royality, Labour Cess, Material & T&P) with all aspects

Earth work in cutting or in embankment in ordinary soil, excavation to be in the form of regular pits not exceeding 0.50 mt. in depth and work in embankment to been 20 cm. layers includding ramming and dressing the surface to required level and slope and also including 1.5 mt. lift and 30 mt. lead as per SL. No.253 detailed specification & direction of E/I. for Embankment work.(Rate are Excluding G.S.T. but including All Taxes Royality, Labour Cess, Material & T&P) with all aspects

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