Performance based financial incentive under PMGSY Package No. HP-10-157 for the year 2019-20 (PART-II) ( during the year 2020-21)from Rajana to Ganog km. 6/0 to 15/170

Amount

Excatation in soil in hilly area in all depths using manual means as per drawing and technical specification ministry of Rural Development for rural roads August 2004 (Two thousands four) clause 305.1 (three hundred five point one) including setting out, coustruction of shoring and bracing, removal of stumps and other deleterious materials including dressing of sides and bottom and back filling in trenches with excavated suitable materials and stacking of materials useful for construction at suitable sites and safe dispoal of unsuitable cut materials by all modes of transportations in all leads and lifts at specified places in specified manner, systematically with level consideration to avoiding adverse effects on environment, trimming filling of unevenness blind age and finishing of the road to specified dimension or as directed by the Engineer-in-charge. any loss to the public or private property during the course of excavation shall be the sole responsibility of the contractor which shall have to be duly compensated by him at his own cost in all cases.

Excavation for structure earth work in excavation for strucutres as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to a lead of 50 metre, dressing of sides and bottom and back filling in trenches with excavted suitable materials(Ordinary Soil) upto 3 metre depth. including carriage of materials with in all leads,lifts and other incidentals complete as per entire satisfaction of the Engineer-in-charge.

Providing and laying concrete for plain/reinforced concerete in open foundations complete as per drawing and technical specification clauses 802,803,1202 & 1203,(1:4:8 , 40 mm nominal size)as per HP.PWD specification 1990 volume-I, including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts as per entire satisfaction of Engineer in charge.

Providing and laying concrete for plain/reinforced cement concerete in open foundation complete as per drawing and technical specification clause 802,803,1202 and 1203 (Eight hundred two, Eight hundred three ,One thousand two hundred two and One thousnad two hundred three)for all height P.C.C grade M15 including all leads,lifts and carriage of materials as per HP.PWD specification including hauling of material in all leads, lifts as per the entire specification and direction of Engineer-in-charge.

Back filling behind abutment ,wing wall and return wall complete as per drawing and technical specificaition clause 1204.3.8 (One thousand two hundred four point three point eight) Granular material including all leads,lifts and carriage of materials as per HP.PWD specification including hauling of material in all leads, lifts as per the entire specification and direction of Engineer-in-charge.

Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutmen,t wing wall return wall with 100mm dia PVC pipe extending throught the full width of the structure with slopes of 1(V):20(H) towards drawing face complete as per drawing and technical specification clause 614,709,1204.3.7 .as per HP.PWD specification 1990 volume-I, including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts as per entire satisfaction of Engineer in charge.

Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per table 500.4 premixed with bituminous binder,transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade,level and alignment and rolled to achieve the desired compaction as per Technical specification Clause 504.including all leads,lifts and carriage of materials complete as per entire satisfaction of the Engineer in charge.

Tack Coat Providing and applying tack coat with paving bitumen of VG10 grade (Viscosity grade ten) conforming to IS:73 to be applied by heating in oil fired & self propelled or towed bitumen boiler and spraying the materials uniformly with pressure sprayer at a rate of 0.30 to 0.40 kg per sqm (Zero point three zero to zero point four zero kilogram per square metre) on the prepared bituminous surface cleaned with Hydraulic broom. By Mechanical Mean including all leads,lifts and carriage of materials and other incidental charges complete as per entire satisfaction of the Engineer-in-charge.

Providing and laying 30 mm thick bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent 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 alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects Including all leads, lifts and carriage of materials complete as per entire satisfaction of the Engineer in charge.including asphalt binder @ 0.1% by weight silane nanotechnology

Providing and laying hot applied thermoplastice compound 2.5mm thick including reflectorising glass beads @ 250 gms per sqm area thickness of 2.5mm is exclusive of surface applied glass beads as per IRC 35 the finished surface to be levelled uniform and free from streaks and holes complete in all respects including all leads lifts and carriage of materials complete as per entire satisfaction of the Engineer in charge.

M/S SARVJEET SINGH