Maintenance of Road No.6,9,10,11,13,21(P),23,26(P) and 30 at IA Mathura Site-B Distt. Mathura

Amount

Supply & Stacking of 45-63 mm gauge approved stone ballast from approved quarry for inter coat duly Stacked on road side patries to the required template including dressing surface where materials is to be stacked also including cost of materials its cartage all taxes octroi royalty labour T&P etc. required for proper completion of the work as per direction of Engineer in charge.

Supply & Stacking of 22.4-53mm gauge approved stone ballast from approved quarry for top coat duly Stacked on road side patries to the required template including dressing surface where materials is to be stacked also including cost of materials its cartage all taxes octroi royalty labour T&P etc. required for proper completion of the work as per direction of Engineer in charge.

Supply & Stacking of crushed stone dust from approved quarry for consolidation of stone ballast and below screening material for consolidation of inter & Top Coats.duly Stacked on road side patries to the required template including cost of materials its cartage all taxes octroi royalty labour T&P etc. required for proper completion of the work as per direction of Engineer in charge.

Consolidation of 10cm thick coat of 22.04-53 mm & 45-63 mm gauge approved stone ballast but including opening out stacks, sorting ballast in to different size speading making medhi to retain water also including here and fuel charges of road roller, labour for spraying screening matereial to be used for blinding purpose and also including cost of carriage of materials & water and T & P etc, required for proper completion of the work water for consolidation to be arranged by the contractor himself at his own cost as per direction of Engineer-in-charge.

Surface dressing on new surface with paving bitumen of grade VG-10 of approved quality using 1.20 Kg of bitumen per sqm with 1.65cum of stone chippings 13.2mm nominal size per 100 sqm of road surface, including compaction with road roller of 6 to 8 tonne capacity, also including (0.60Kg/sqm) cost of tack coat etc. complete required for proper completion of the work as per direction of Engineer in charge.

Providing and applying tack coat with Bitumen VG-10 emulsion using emulsion pressure distributor at the rate of 0.60 Kg. per sqm on the prepared bitumens/granular surface, cleaned with mechanical broom including cost of materials, its cartage all taxes labour T & P etc required for proper completion of the work as per direction of the Engineer in charge

Providing and laying of 50 mm thick compacted bituminous macadam on prepared /existing surface with bitumen of grade VG-10 @ 3.3 % (by weight aggregate) prepared in Batch type Hot mix plant of 100-120 TPH capacity. Dense Graded Bituminous Macadam using curshed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting from the hot mix to work site by tippers, laying with a hydrostatic paver finisher to the required grade, level and alignment , rolling with smooth wheeled, vibrator and tandem rollers to achieve the desired compaction and density as per MORTH specifications including supply of all materials, labour T&P etc. required for Proper completion of the work as per direction of Engineer in Charge.

providing & laying of 25 mm thick compacted semi Dense Bituminous concrete with bitumen of grade VG-10 @5 % ( by weight aggregate) in Batch type hot mix plant of 100-120 TPH Capacity . The prepared surface as wearing coarse over tack coat with specified graded crushed aggregate premixied with bitumen binder in a hot mix plant laying with power finisher to the required grade level and alignment, transpoting the mixed materials by tippers and rolling with power roller to achieve the desired compaction and density as per specifications including supply of all materials, labour T&P etc required for proper completion of the work as per direction of Engineer in charge .

Earth work in filling with machanical compacted both sides of road parties including cost of earth, cartage upto 5 km from out side of the I.A. as per direction of engineer -in-charge including cost of material, labours, Cartage T&P etc. required for proper completion of the work.

M/S MAA POORNAGIRI CONSTRUCTION

M/S THE SHELTER

M/S G.G. INFRATECH

PARAS CONSTRUCTIONS