CO OF MARWATIYA TO GAIDAKHOR LINK ROAD

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. for 1 km extra cartage (Rate are Excluding G.S.T. but including All Taxes Royality, Labour Cess, Material & T&P) with all aspects

Construction of granular sub-base by providing of approved quarry, spreading in uniform layers with motor grader on prepared surface and compacting in two layers at OMC with smooth wheel roller 8-100KN stages to achieve the desired density, complete as per Technical Specification Clause 401. (Rate are Excluding G.S.T. but including All Taxes Royality, Labour Cess, Material & T&P) with all aspects

Providing, laying, spreading and compacting stone aggregates of 45-63mm 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 2 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, 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

Brick edging on both sides of road with Class-M150 bricks laid on edge with mud mortar including supply of bricks, labour, T&P and all taxes etc. complete for proper completion of the work as per specification and direction of E/ I as per SI 765. (Rate are Excluding G.S.T. but including All Taxes Royality, Labour Cess, Material & T&P) with all aspects

Providing and applying primer coat with bitumen emulsion (SS-2) on prepared surface of granular base including cleaning of road surface and spraying primer @ 7.00 kg /10 sqm using mechanical means as per Technical Specification Clause 502 (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 patri on both side of road in ordinery soil, excavation to be in the form of regular pits not exceeding 0.50 mt. in depth and earth work to be compacted in 20 cm. layers includding ramming and dressing and also the surface to required lavels and slopes also including 2.0 mt. lift and 30 mt. lead as per specification 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