Repair and Restoration of Rain Damages NMT road from Mubarikpur to Marwari Punjab Boundry KM 54675 to 72555 SH Relaying due to road crust damage PL 25mm thick Bituminous Concrete between and thermoplastic compound RD 66350 to 67300 Under

Providing, laying, spreading and compacting graded stone aggregate size range 53 mm to 0.075 mm (Fifty three millimetre to zero point zero seven five millimetre) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads and lifts, laying in uniform layers with mechanical/manual mean in sub-base / base course on well prepared surface and compacting with vibratory roller of 8 (eight) to 10 (ten) tonne capacity to achievethe desired density, complete as per MORTH technical specification section 400 and as per the directions of Engineer-in-charge including carriage of materials/machinery required to execute the work in all leads and lifts and other incidentials. 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 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 RS-1 setting bitumen emulsion on bituminous surface @ 0.25kg/sqm (at the rate of zero point two five 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 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 laying of hot applied thermoplastic compound 2.5mm (two point five millimeter) thick and 0.10 (zero decimal one zero) meter wide strip in centre line and 0.30 (zero decimal three zero) meter wide strip in zebra crossing including reflectorising glass beads @ 250 gms (two hundred fifty grames) per square meter area, thickness of 2.5mm (two decimal five millimeter) is exclusive of surface applied glass beads as per IRC: 35 (thirty five) in accordance with ministry of road transport specifications (Latest revision) and IRC code the finished surface to be level, uniform and free from strasks and holes as per MORTH technical specification section 800 and as per the directions and entire satisfaction of the Engineer-in-Charge including carriage of all labours, equipments and materials to various location through all modes of tranpottation in all leads , lifts and all incidental charges. 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.

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