AMP for the year 2020-21 on Bari Dhanyari road DRRP No. HP0810MRL057

Amount

Providing and laying rolling of built-up spray grout laryer over prepared base consisting of a two layer composite construction of crushed coarse aggregates using motor grader for aggregates. Key stone chips spreader may be esed with application of bituminous binder S-90 (ninty)after each layer, and with key aggregates placed on top of the second layer to serve as a base, conforming to the line, grades and cross - section specified the compected layer thickness being 75 mm as per Technical Specification Clause 505. By manual means including carriage of materials with in all leads, lifts and other incidentals.

Providing and applying tack coat with bitumen emulsion (RS-I) on the dry and hungry bitumen prepared surface cleaned of dust and extraneous material with Hydraulic brooms or any other approved equipment and spraying priming at the rate of 0.25 to 0.30 Kg. per sqm ( zero point two five to zero point three zero kilogram per square metre) with emulsion pressure distributor equipped for spraying uniformly complete as per technical specification clause 503 including carriage of material within all leads, lifts and other incidental charges and as per the entire satisfaction and direction of Engineer-in-Charge.

Providing and laying 30 mm (thirty millimeter) thick bituminous concrete with 100-120 (hundred-one hundred twenty) TPH batch type hot mix plant producing an average output of 75 (seventy five) tonne per hour using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5.4 to 5.6 (five point four to five point six) percent of mix and filler transporting the hot mix to work site laying with hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT & H specification Clause 509 complete in all respects including carriage of materials with in all leads, lifts and other incidentals.

Providing and laying of hot applied thermoplastic road marking paint compound 2.5mm (two point five millimetre) thick and 0.10 (zero point ten) metre wide strip in centre line including reflectorising glass beads @ 250 gms (two hundred fifty grams) per square metre area, thickness of 2.5 mm (two point five millimetre) is exclusive of surface applied a glass beads as per IRC 35 in accordance with Ministry of road Transport (Latest recision) and IRC code. The finished surface is to be level, uniform and free from streaks and holes including carriage of all labours equipment and materials to various location throught all modes of transporation in all leads, lifts and other incidental charges.

Construction of hill side V-shape drainin plain concrete M -10 grade of size 0.474X0.35 m (zero point four seven four into zero point three five metre) having 10 cm (Ten centimetre) thick in accordance with the requirement of specification truee to lines and grades dimensions and other particulars including excavation and from work complete as per drawing and technical apecification clause 1606.1 including hauling/carriage of materials through all modes of transportation with in all leads, lifts of materials and other incidentals.

M/S NAWAL KISHORE AND SONS