Repair and Restoration of Rain Damages on link road to Shaheed Gurdev Singh to Village Deoli Km 000 to 3070 SH Providing and laying Bituminous Concrete laid with paver finisher in Various RDs Under PDNA 2023

Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN (eighty to one hundred kilonewton) weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 and 400.12 and M.O.R.D.Technical Specification Clause 406 and as per direction of Engineer-in-charger including entire carriage of materials within all leads lifts and other incidentals and per direction of Engineer-in-Charge. The rate includes sale tax octori, royality,malkhana ,toll tax,GST,labour cess or other taxes imposed by the Government.

Providing and applying tack coat with RS-1 setting bitumen emulsion on bituminous surface on WBM/WMM @ 0.40kg/sqm (at the rate of zero point four zero kilogram per squre metre) using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom as per CPWD specification 2019 and as per the directions of Engineer-in-Charge including carriage of materials with in all leads, lifts and other incidentals. The rate includes octroi, royality, Malkana, toll tax, goods service tax, labour cess or other taxes imposed by the Government.

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. and as per the directions of Engineer-in-Charge including carriage of materials with in all leads, lifts and other incidentals. The rate includes octroi, royality, Malkana, toll tax, goods service tax, labour cess or other taxes imposed by the Government.

Providing and laying Bituminous concrete using crushed stone aggregates of specified grading 25mm (Twenty Five millimetre) compacted thick with bituminous binder VG-30 (Viscosity Grade-thirty) @ (at the rate of) 5.50% (five decimal five zero percent of total mix weight) and lime filler 2% (percentage by weight of Aggregate), with minimum 100-120 TPH capacity (hundred- one hundred twenty tonne per hour) hot mix batch type/drum type plant with electronic control, transported to site, laid with censor paver finisher hydraulic with censor control to the required grade, level and alignment over a previously prepered surface and rolling complete with smooth wheeled roller 8-10 (Eight-Ten) tonne capacity for initial break down rolling and vibratory roller 8-10 (Eight-Ten) tonne capacity or pneumatic type roller of 12-15 (Twelve-fifteen Tonne) with tyre pressure of atleast 0.56mpa (Zero point five six ) for intermediate rolling and finish rolling with 6-8 (six-eight) tonne smooth wheeled tandom roller to achieve the desired compaction as per CPWD specification 2019, complete and as per directions of Engineer-in-Charge including carriage of material within all leads,lifts and other incidentals. The rate includes octroi, royality, Malkana, toll tax, goods service tax, labour cess or other taxes imposed by the Government. .

Providing and fixing cat eye make (3m) of size 100x20mm (One hundred into twenty millimetre) 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 road stud shall support a load of 13635 kg (Thirteen thousand six hundred thirty five kilogram) tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 (Thirty five) +/-5 (Plus obligue minus five) degress to base .The reflective panels on both sides with at least 12cm (Twelve centimetre) 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. The rates are inclusive octroi, royality, Malkana, toll tax, sale tax, Goods Service tax, labour cess or other taxes imposed by the Government.