Road Widening Work near Ambedkar Chowk in Karnal

Amount

Road Widening work near Ambedkar Chowk

Reinforced cement concrete with cleaning and straightening and cutting of bars if required for Drain Slab

Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.

Dismantling Brick Work, Tile Masonry or Tile Lining and Tile Terracing, Dismantling of Existing Wall and Drain

Earth work in excavation in foundations, trenches, etc.in all kinds of soils, not exceeding 2 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil, clear from the edge of excavation and subsequent filling around masonry, in 15 cm layers with compaction, including disposal of all surplus soil, as directed within a lead of 30 metres, Under the paver, for new drain and front of Dr Mangal Sain Auditorium gate

First class brick laid in cement sand mortar 1:5 in foundation and plinth. For new drain and new wall

First class brickwork laid in cement sand mortar 1:5 in first storey upto 4 meters above plinth level. For new wall

Cement Concrete 1:4:8 with stone aggregate 20 mm nominal size in foundation and plinth for new drain and new wall

Cold twisted deformed (ribbed/ or steel) Fe500 bars for R.C.C. works, where not included in the complete rate of R.C.C. including bending, binding and placing in position complete for drain slab .

Cement Concrete 1:1:2 with stone aggregate 20mm nominal size in foundation and plinth.including shuttering for drain slab

Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom. On bituminous surface @ 0.25kg/sqm.

Providing and laying dence bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specificatons and directions of Engineer-in-Charge-50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.50% (percentage by weight of total mix) prepared in Batch Type Hot Mix Plant of 100-120 -TPH capacity. for front of Dr Mangal Sain Auditorium gate

Providing and laying Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge. 25 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) and waste plastic additive @ 8% (percentage by weight of bitumen) prepared in Batch Type Hot Mix Plant of 100- 120 TPH capacity. for front of Dr Mangal Sain Auditorium gate

Providing and fixing Glow studs of size 120x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 (+/-5) degress to base .The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-charge

Painting lines, dashes, arrows, etc. on roads, air fields like in two coats with ready mixed road making paint brushing, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control involved.over 10 cm in width (white and yellow spirit based paints)

Supplying and stacking at site 63 mm to 45 mm size stone aggregate for front of Dr Mangal Sain Auditorium gate

Supplying and stacking at site 53 mm to 22.4 mm size stone aggregate for front of Dr Mangal Sain Auditorium gate

Laying and consolidation of stone metal, wearing coat, to water-bound-macadam specification, including making side dowles, carrying the metal from stacks and spreading to templates, screening and spreading the binding material, and consolidating the stone metal and blinding material, to proper camber, with road roller,

Deswal Enterprises