Construction of fourlane widening of Bareilly Mod to Garra Bridge (ODR) in Distt. Shahjahanpur (Length 1.80 Km.)

Amount

Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts.

Construction of Embankment with approved material obtained from borrowpits with all lifts and leads,spreading,grading to required slope and compacted to meet requirement of table 300-2, MORT&H Specification-305 (carted earth 2.00Km.)

Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in subbase/base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, laying in uniform layers with paver in subbase/base course on well prepared surface and compacting with vibratory roller to achieve the desired density as MoRTH specification clause 406. (Wet Mix Macadam 3.50% emulsion+1% cement) Stabilized WMM

Providing & applying Tack coat with bitumen emulsion using pressure distributor at the rate of 0.30 kg. Per sqm. On the prepared bituminous/ granular surface cleaned with mechanical broom. As per MORT&H Specification clause. 503

Providing and laying bituminious concrete with HMP 60-90 TPH producing an average output of 75 tonne per hour using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.40% minimum as per job mix, and filler, transporting the hot mix to work site,laying with a Machnical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT & H Specifications Clause 509 complete in all respects.

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5(M-25)

Supplying fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and Technical Specifications.

Supply and laying of 100 mm dia pvc pipe. SOR No. 24.

Painting Colur Washing With Priming. And Wall Putti.(SI 660+661+DSR 13.26)

Earthwork in excavation of foundation of structures as per drawing and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal upto a lead of 50 m, dressing of sides and bottom and back filling in trenches with excavated suitable material.

Plain cement concrete 1:3:6 nominal mix in foundation with crushed aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

Brick masonry work in 1:3 cement mortar in Sub Structure complete excluding pointing and plastering, as per drawing and technical specification.

Supply and filling Local sand as a filter material in abutments including all materials labour T&P cartge staking etc. complete. SOR No. 6(II).

Pointing with cement mortar (1:3) on brick work in sub structure as per drawing and technical specification Clauses 613.3 & 1204.

Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1106. (600 mm dia)

M/s VERMA CONSTRUCTION