Restrengthening of 60ft Master Plan Road Kh.No. 235, 236 to 240, 300 to 309 Garib Nawaz Choraha to Asirwad Nagar Chorha Roopsagar Road Revenue Village Ayad. 1003

Item Code [2025 16.14.1]:Item Type [road] :: Providingand laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tones per hour using crushed aggregates of specified grading, premixed with bituminous binder minimum @ 4.0 & 4.5 percent by weight of total mix and filler, transporting the hot mix to work site, laying with ahydro static paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers toachieve the desired compaction as per MoRTH Specifications Clause505 complete in all respects. Bitumen (VG-30) Grading - I (37.50mm (Nominal Size)

Item Code [2025 17.30]:Item Type [road] :: Raised Pavement Marker (Cat’s Eye): Supplying and Fixing of Molded Shank Raised Pavement Markers made of ABS moulded body and polycarbonate reflective panels with micro-prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 35,000 kilogram tested in accordance to ASTM D 4280 & ASTM D 788. The height of road stud is 20 mm, width 100 mm, length 100 mm and minimum reflective area of 13 sqcm on each side. The strength of detachment of the integrated cylinder shank not less than 14 +/- 2 mm (thickness) and height not less than 30 + 2 mm from the body. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive

Item Code [2025 5.1]:Item Type [road] ::Prime Coat Sub Item Code [2025 5.1 + (i)]: Prime Coat Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base (WBM/WMM) including cleaning of road surface and spraying primer at the rate of 0.70-1.0kg/sqm using mechanical means as per MoRTH Specification Clause 502

Item Code [2025 5.3 ii]:Item Type [road] :: Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500-7 premixed with bituminous binder ,transported to site with all leads laid over a previously prepared surface with paver finisher to the required grade ,level and alignment and rolled to achieve the desired compaction as per MoRTH Specification Clause 504.

Item Code [PWD BSR 2025 16.15]:Item Type [road] :: Sub Item Code [PWD BSR 2025 16.15 + 16.15.2]: Providing and laying bituminous concretewith 100-120 TPH batch typehotmix plant producing an average output of 75 tonnes per hourusing crushed aggregates of specified grading, premixed with bituminous binder minimum @ 5.2 & 5.4 percent of mixand filler, transporting the hotmix to work site, laying with ahydro static paver finisher with sensor control to therequired grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH Specifications Clause 507 complete in all respects for Grading-I ( 19 mm nominal size ) Bitumen (VG-30

Item Code [road 2025 10.20]:Item Type [road] :: Marking Centre Line and stop lines etc. on road as per IRC pattern with thermoplastic paint of approved quality and make with 8% glass beads laid on the road surface at temperature 160"C with a special applicator machine complete with a special applicator machine complete with labour material and traffic diversion arrangements.

Item Code [road 2025 3.14]:Item Type [road] :: Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads ,transporting to site,spreading ,grading to required slope and compacted to meet requirement of Table300-2 with lead upto 50 m as per MoRTH Specification Clause 305.3

Item Code [road 2025 4.6]:Item Type [road] :: Providing ,laying , spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (PugMill), 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 weight to achieve the desired density including lighting ,barricading and maintenance of diversion ,etc as per Tables 400-12&400-13 and MoRTH Specification Clause 406. By Mechanical Means with all lead

Item Code [road 2025 5.2 ii]:Item Type [road] :: 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 granular surfaces treated with primer & cleaned with Hydraulic broom as per MoRTH Specification Clause 503.