RENOVATION AND REPAIRING OF ZAMANIA MAIN CANAL SERVICE ROAD FROM KM 0.000 TO 0.900.

Amount

Construction of granular sub-base in 100 mm compacted thickness by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achive the desired density, complete as per clause 401.

Providing laying spreading and compacting of 45-63 mm gauge sukrut stone aggregate in 75 mm compacted thickness to W.B.M. specification including spreading in uniform thickness hand packing, rolling with 3 wheeled steel roller 8-10 tonnes in stages to proper grade & Camber applying and brooming requisite type of screening binding materials 11.2 mm to fillup the interstices of coarse aggregate, watering and compacting as per directed by Engineer-in-charge as per MORTH specification No. 405

Providing laying spreading and compacting of 22.4-53 mm gauge sukrut stone aggregate in 75 mm compacted thickness to W.B.M. specification including spreading in uniform thickness hand packing, rolling with 3 wheeled steel roller 8-10 tonnes in stages to proper grade & Camber applying and brooming requisite type of screening binding materials 6.70 mm to fillup the interstices of coarse aggregate, watering and compacting as per directed by Engineer-in-charge as per MORTH specification No. 405

Providing and applying primer coat with bitumen emulsion(MS) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 Kg per Sqm. Using mechanical means as per technical specification clause 502. Unit Sqm.

Providing and applying Tack coat with bitumen VG 10 on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.35 Kg per Sqm. Using mechanical means as per technical specification clause 502 Unit Sqm.

Providing, laying and rolling of open graded premix carpet of 20 mm thickness composed of 22.4 mm to 5.6 mm granite aggregate either using penetration grade bitumen @ 1.46 Kg/M² to required line, grade and level to serve as wearing coarse on a previously prepared base including mixing in a suitable laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades.( MORTH specification No. 511) ( By manual means)

Providing and laying seal coat type-C sealing and voids in a bitumineous surface with crushed stone chipping of 6.7 mm size defined as passing 9.5 mm seive and retained on 2.36 mm sieve applied @ 0.09 cubic per 10 Sqm. and suitable grade bitumen @ 6.5 Kg per 10 Sqm. on bitumineous surface laid to the specification levels grade and cross fall using type-C

Earth work for making service road in proper shape for construction of pucca road including all lead lift with proper dressing and manual compaction complete.

Brick edging on both side of road Ist class brick 8 Cm. wide 12 Cm. deep lead with mud mortar including all material & T&P complete

SRI BABA VISHWANATH ENTERPRISES