PREP OF SUB GD PROVDG LAYING COMPACT OF GSB 150 MM WMM 75 MM THICK EACH IN TWO LAYER DBM 75 MM THICK INCL PRIME COAT BC 40 MM THICK INCL TACK COAT AS MORTH SPEC ALONGWITH RD MARK KM 9PT50 TO 13PT00 ON MS RD 70 RCC 38 BRTF RD SECTOR OF P DPK IN HP

Amount

ALTITUDE BET (2401-2700 MTR)

Preparation of sub-grade in SMB by excavating upto 20 cm avg depth, dressing excavated earth to required camber or super elevation and consolidating with power roller incl watering & disposal of surplus earth within a lead of 30 mtr.

Preparation of sub-grade in SR by excavating upto 20 cm avg depth, filling with small stone metal out of excavated material, dressing to required camber or super elevation and consolidating with power roller incl disposal of surplus material within a lead of 30 mtr

GSB 150 mm thick (compacted) with natural sand, moorum, gravel or any material as per Table- 400-1 of MORT&H specifications for road and bridge works) including supply of material, spreading in layers watering and compaction all complete.

Providing, laying, spreading and compacting graded stone aggregate grading as per Table-400-13 and satisfying the physical reqmt as per Table No. 400-12 of MORT&H specifications for WMM specifications to a thickness of 75 mm, including premixing the material with water to OMC in mechanical mix (Pug Mill) laying in uniform layers in sub base/base course on a well prepared base and compacting with power vibratory roller to achieve the desired density including guarding.

Providing laying and compaction of 75 mm thick Dense Bituminous Macadam layer with bitumen VG-10 including surface preparation and applying Prime coat of bitumen emulsion as per clause 502 of MoRT&H specification (Vth revision) @ 7.5 Kg per 10 Sqm (Fifth revision) and using crushed aggregates of specified grading, physical requirements /grading/ mix composition requirement as per table 500-8/9/10 respectively of MoRT&H specification for road and bridge works (fifth revision), premixed with bitumen binder with minimum 4.50% by weight of total mix and filler or as per approved job mix formula, using Hot mix Plant and transporting to work site, layer with paver finisher with sensor control to required grade, level alignment, compacting with smooth wheeled, vibratory and tendem rollers to achieve the desired compaction as per Clause 505 of MoRT&H specifications for road and bridge works (fifty revision) complete in all respect.

Providing laying and Compaction of 40 mm thick Bituminous Concrete on dense bituminous macadam layer including applying tack coat of Cationic bitumen emulsion( RS 1) or bituman VG-10 as per clause 503 of MoRT&H Specification (fifth revision) with pre-coated stone chips physical requirement / grading / mix composition confirming to table 500-16/17/18 of MoRT&H Specification (Fifth revision) @ 2.5 Kg/10 Sqm, premixed with bitumen binder VG-10 with minimum 5.4% by weight total mix filler or as per approved job mix formula, using Hot Mix Plant and transporting to work site laying with paver finisher with senor control to required grade, level, alignment, compacting with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per Clause 507 of MoRT&H Specification for road and bridge works (Vth revision) complete in all respect

Earth work embankment including raising or lowering spreading in layer not exceeding 30 cm including watering,rolling and finishing to required shape and layer not exceeding 1.50 m high above the base in ordinary soil.

Road marking with thermoplastic compound (2.5 mm thick) confirming to MoRT&H : 803.4 including preparation of surface and application.

LSR INFRACON PVT LTD