P AND L AND COMP OF CSB 75 MM TH DBM 75 MM TH AND BC 40 MM TH COMPACTED PRIME COAT WITH BITUMEN EMUL AND RD MARKING FOR SURF WKS BET KM 30.0 TO 35.60 ON MPD RD IN 109 RCC UNDER 32 TF PROJ BCN IN J K UT

Amount

BET KM 20.450 TO KM 25.100 ON NAND SINGH-RUSTAM-UK ROAD

Providing and applying of Prime Coat with Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer @ 7.5 kg per 10 Sqm (using with BPD with manual labour) between Km 30.00 to Km 35.60 on Melyal-Pharkiyan Gali- Dat Bridge Road, all as specified in MoRT&H Specification for Road and Bridge Works (5th Revision) and rolled to the required specification all as directed by Engineer-in-Charge/OC Contract.

Providing, laying, spreading and compacting graded stone aggregate grading as per Table-400-14 and satisfying the physical requirement as per Table No: 400-15 of MORT&H Specification for road and bridge works (5th Revision, 2013) for Crusher run macadam base specifications to a thickness of 75 mm thick (compacted) between Km 30.00 to Km 35.60 on Melyal-Pharkiyan Gali- Dat Bridge Road, all as specified in MORT&H Specification for road and bridge works (5th Revision, 2013) and rolled to the required specification all as directed by Engineer-in-Charge/OC Contract.

Providing and laying 75 mm thick (compacted) Dense Bituminous Macadam layer with bitumen after duly preparing surface including scrubbing, cleaning and applying tack coat with bitumen emulsion and bitumen pre-coated stone aggregate as per Table 500-8, 500-9 & 500-10 of MoRT&H Specifications for Road & Bridge Works (5th Revision) mixed with 4.5% binder asphalt VG-10 grade and rolled to the required specifications between Km 30.00 to Km 35.60 on Melyal-Pharkiyan Gali- Dat Bridge Road, all as specified and as directed by Engineer-in-Charge/OC Contract.

Providing and laying 40 mm thick Bituminous Concrete (compacted) with HMP Mix after duly preparing BT surface including scrubbing, cleaning and applying tack coat with bitumen emulsion and bitumen pre-coated stone chips grading confirming to Table 500-17 and physical requirement as per Table 500-16 and mix satisfying the requirement of Table No 500-19 and Table No: 500-12 of MoRT&H Specifications for Road and Bridge Works (5th Revision) mixed with binder asphalt VG-10 grade and binder content minimum 5.4% by weight of total mix and 2% filler by weight of aggregate (filler) conforming to the required specification for filler as per Table 500.9 of MoRT&H specifications for Road and Bridge Works (5th Revision) and rolled to the required specifications between Km 30.00 to Km 35.60 on Melyal-Pharkiyan Gali- Dat Bridge Road, all as specified and as directed by Engineer-in-Charge/OC Contract

Providing and laying of centre line and both sides edge line marking with Hot Applied Thermoplastic Compound 2.5 mm thick including reflectorising glass beeds @250 gm per sqm area , thickness of 2.5 mm is exclusive of surface applied glass beeds as per IRC:35. The finished surface to be level, uniform and free from streaks and holes as per specifications between Km 30.00 to Km 35.60 on Melyal-Pharkiyan Gali- Dat Bridge Road, all as specified and as directed by Engineer-in-Charge/OC Contract.