Balance work of approach road on both sides of Bagwala Berson Bridge.

Amount

Excavation in earth work and disposal of all excavated earth upto all lead and lift disposed earth to be levelled and neatly dressed: Pick and Jumper work

Providing and laying cement concrete 1:4:8 (1 cement :4sand :8 graded stone aggregate40 mm nominal size) and curing complete including cost of centering and shuttering in foundation and plinth including carriage of materials within all leads and lifts complete in all respect.

Providing and laying cement concrete 1:3:6 (1 cement:3 sand:6 graded stone aggregate 20mm nominal size) including cost of centring and shuttering infoundation and plinth.

Providing weepholes in brick masonary/ stone masonery plain / reinforced concrete abutment wing wall return wall with 100m m dia P V C pipe extendimg through the full width of the structures with slop of 1(v) :20 (H ) towards drawing face complete as par drawing and technical specification clauses

Providing and laying reinforced cement concrete pipe NP2 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection work, back filling, concrete and masonary work in head walls and parapets clause 1108. 600 mm

Providing and laying reinforced cement concrete pipe NP2 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection work, back filling, concrete and masonary work in head walls and parapets clause 1108. 900 mm

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 (By mechanical means)as per Technical Specification Clause 404. including carriage of materials in all leads and lifts including mechanical means.

Filling with available fly ash and earth (excluding rock) in trenches or embankment in layers (each layer should not exceed 15 cm), with intermediate layer of compacted earth (Soil density of 98%) after every four layers of compacted depth of fly ash, sides & top layer of filling shall be done with earth having total minimum compacted thickness 30 cm or as decided by Engineer in-charge, including compacting each layer by rolling/ ramming and watering, all complete as per drawing and direction of Engineer -in- Incharge.

Providing and laying heavy duty precast cement conrete interlocking block pavements having thickness as per draings and Technical specification clause 1504 ( sub-base of concrete floor to be paid for separtely) . 80mm. thick I.S.I. interlocking blocks.

Providing and laying cement concrete 1:2:4 (1 cement:2 sand 4 graded stone aggregate 20 mm nominal size) curing complete including cost of centring and shuttering in foundations and plinth complete.

15 mm cement plaster in single coat on fair side of brick/concrete/stone walls for interior plastering upto all heights including arises, Internal rounded angles, chamfers and / or rounded angles not exceeding 80 mm in girth and finished even and smooth in cement mortar 1:4 ( 1 cement : 4 sand) including carriage of material in all leads and lifts.

Providing and applying priming coat with Bitumen emulsion ( SS- 1 ) on prepaired surface of granular base including cleaning og road surface and spraying primer at the rate of 1.0 kg /sqm. using mechanical means as per Technical Specification Clause 502

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 achieve the desired compaction as per MORTH specification clause no. 509 complete in all respects.

Rafia khan

Pardeep Vij

NARANJAN DASS

IQBAL MOHAMAD