Construction of road 80mm paver block ISI Mark from Co. Bypass towards the plot of Geeta Ram Bhardwaj and others, Baddi

Amount

Cutting

Cutting in earth work and disposal of excavated earth upto a lead of 20 metres Pick/Jumper Work

Provding , laying, spreading and compacting graded stone aggregate to wet mix macadum specification including premixing the material with water at OMC in mechanical mixer(PUG Mill) carriage of mixed material by tipper to site. Laying in uniform layers in sub base base course in a well prepared sub base and compacting with a smooth wheel layer 80-1000 Kn wait to achieve the desired density including lighting, barricading and maintainence of diversion etc as per table 400.11 and 400.22 and technical specification clause by mechanical means upto 1 km lead

Providing and applying primer coat with bitumen emulsion(SS -1) on prepared surface of granular base including cleaning of road surface and applying of primer at the rate fo 0.70-1.0 kg per sqm using technical means as per technical clause 502

Providing and applying tack coat with bitumen emulsion ( RS -1)using pressure [email protected] per sqm on the non bituminous surfaces cleaned with hydraulic broom as per technical specification clause 303

Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average out put of 75 tonnes per hour using crushed aggregate of specified grading,premixed with bituminous binder @ 5.4 to 5.6 percent of mix and filler , transporting the hot mix to work site , laying with a hydrostatic paver finisher with sensor control to the required grade, level and alingment , rolling with smooth wheeled vibratory and tandem rollers to achive the desired compaction as per MORTH specification clause no. 509 complete in all respects. 35mm thick

Providing and Laying seal coat sealing the voids in a bitumionus surface lais to a specified level , grade and cross fall using type A, B and C as per TSC 510(Bitumen S -90)

Providing and laying heavy duty M-45 precast cement conrete interlocking block pavements having thickness as per draings and Technical specification clause 1504 80mm. thick I.S.I. interlocking blocks.

P/L cement concrete 1:2:4 ( 1 cement : 2 sand: 4 graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth including all leads and lifts as per the direction of Engineer in charge

Excavation in foundations, trenches etc., in earth work, lift upto 1.50 Metres stacking the eacavated soil not more than 3 metres clear from the edge of the excavation and then returning the stacked soil in 15cm. layers, when required in to plinths sides of foundations etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed with iall leads and lifts

Providing and laying cement concrete 1:3:6 (1 cement:3 sand:6 graded stone aggregate 40mm nominal size) including cost of centring and shuttering in:0912010A Foundations and plinth including all leads and lifts complete in all respect as per the direction of the Engineer in Charge.

Narinder Kumar

Pawan Kumar

RAJ KUMAR

VIRENDER SHARMA