Renovation and widening work of Bituminous road of Barrari 1 no Kali Mandir to Sishu Vidyalya to Chath Talab to Bhulan office and Chata Durga Mandir in ward no 48

Earth work in excavation in foundation trenches in ordinary soil (vide classification of soil item -A) and disposal of excavated carth as obtained to a distance upto 50M including all lift, leveling ramming the foundation trenches, removing roots of tree shrubs all complete as per approved design

Extra for earthwork in hard soil as per spesification and direction of E/I

Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401) (i) for grading- I Material

3.18 Construction of subgrade and earthen shoulder with aproved materials

Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.

Dense Graded Bituminous Macadam Grading-Il with VG -30 Grade Packed Bitumen. Providing and laying bituminous macadam with higher capacity batch Type HMP using crushed aggregates of specified grading premixed with bituminous [email protected] percent by Weight of total mix and filler, transported the hot mix to work site laying with a hydrostatic paver finisher with sensor control to the required grade level and alignment, rolling with smooth wheeled, Vibratory and tenem rollers to achieve the desired compaction as per MORT&H

Bituminous concrete Grading - Il with VG - 30 Grade packed Bitumen. (Providing and laying bituminous concrete, with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @5.4 percent of mix and filler, transporting the hot mix to work site, laying with a 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

Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (Providing and laving of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 The finished surface to be level, uniform and free from streaks and holes.)

Retro-reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level 8.4(II) 60cm equilateral triangle