(Parshad Nidhi) Construction of B.T Road Infront of Devesh Sharma Ji House Arya Nagar Gali No 02 Zone 09 Ward no 27.File No.21/26X3/5.2nd Call.

Scarifying the existing bituminous road surface by mechanical means to a depth of 50 mm and disposal of scarified material with in all lifts and lead up to 1000 meters.Infront Of Devesh Sharma House-50% of area = 50%*1368.00 Sqm

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam confirming to provisions of Section 406 of specifications including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, laying in uniform layers with paver in sub- base/base course on well-prepared surface and compacting with vibratory roller to achieve the desired density-Infront Of Devesh Sharma House 50% of area

Providing and applying Prime Coat with Cationic Bitumen Emulsion (SS1 Garde) on prepared surface of granular Base including cleaning of road surface and spraying primer at the rate of 0.70 to 1.00 Kg/Sqm using mechanical means as per Section 502 of the specifications.-Infront Of Devesh Sharma House

Providing and applying Tack Coat with cationic bitumen emulsion (RS-1) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per Section 503 of the specifications. 5.2.1 @ 0.25 Kg per Sqm (normal bituminous surfaces)-Infront Of Devesh Sharma House

Providing and laying Dense Bituminous Macadam withhot mix plant batch using crushed aggregates of specified grading, premixed with bituminous binder, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete in all respects and as per Section 505 of the specifications. (As specified, Lime or cement will be used as filler) For Grading II (50-75mm thickness) bitumen content 4.5% (VG-30)-Infront Of Devesh Sharma House

Providing and laying Bituminous Concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction in all respects and as per Section 507 of the specifications. For Grading II (30-45 mm thickness) with VG-30 bitumen @ 5.4%-Infront Of Devesh Sharma House

Earth work in excavation for foundation, trenches for pipes / cables or drains etc. by mechanical means / manual means (exceeding 30cm in depth.) including ramming of bottom, dressing of sides, disposal of excavated earth including of all lift and lead upto 50m. Disposed earth to be levelled and neatly dressed.All kinds of soil-Drain

Transportation By Mechanical means including loading, unloading and stacking

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering Cement concrete grade M-10 (Nominal Mix) with 20 mm maximum size of stone aggregate-Drain Base

Drain Beam