CONSTRUCTION OF 3 SPAN RCC BRIDGE 7 MTRS EACH ON LINK ROAD SUJANPUR TO SARNA ALONG UBDC MALIKPUR HEAD WORKS UNDER PMGSY- III BATCH-2 PACKAGE NO. PB 21-004 BLOCK SUJANPUR DISTT. PATHANKOT PB-21-004

Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottam and back filling with approved material.) Ordinary soil upto 3.00 metre depth.

Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottam and back filling with approved material.) Ordinary soil 3.00 metre to 6.0 meter depth.

PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) for base course under Abutment and Pier complete as per drawing & technical specifications.

PCC Grade ( M-20 ) Plain/Reinforced Cement Concrete in Sub Structure Complete as per drawing and Technical Specification.using batching plant transit mixer & Concrete pump

Plain/Reinforced cement concrete (R.C.C.M-30) in open foundation complete as per drawing and technical specifications for Abutment/Pier/Wing wall Footing including centring shuttering but excluding steel reinforcement complete as per drawing and technical specifications. using batching plant transit mixer & Concrete pump

Plain/Reinforced cement concrete (R.C.C) M-30 for substructure complete as per drawing and technical specifications for abutment stem, Pier stem & Return wall including centring shuttering but excluding steel reinforcement complete as per drawing and technical specifications. Height upto 5m .using batching plant transit mixer & Concrete pump

Plain/Reinforced cement concrete in super-structure as per drawing and Technical Specification (R.C.C.) M-30 Deck slab including centring & shuttering but excluding steel reinforcement complete in all respects.using batching plant transit mixer & Concrete pump

Providing and laying Reinforced cement concrete (RCC M-30) approach slab including reinforcement and formwork complete as per drawing and Technical specification.using batching plant transit mixer & Concrete pump

Providing and laying 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. using VG -30 bitumen

Providing and laying mastic asphalt wearing course on top of deck slab excluding prime coat with paving grade bitumen meeting the quirements given in Table 500-39, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated fine grained hard stone chipping of 9.5 mm nominal size at the rate of 0.005cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces not less than 100 deg. C, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 516.