Construction of Cement Road and Drain in Jai Malhar Nagar at Irla Taluka and District Dharashiv

Item No.1:-Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed. Additional Spec. No. MORTH 301 (SSR 22-23 It.No.2.11)

Item No.2: Supplying hard murum / kankar at the road site, including conveying and stacking complete (SSR 22-23 It.No.2.29 )

Item No.3:- Spreading hard murum / soft murum / gravel or kankar for side width complete. (SSR 22-23 It.No.2.30 )

Item No.4:-Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete. (SSR 22-23 It.No.2.31 )

Item No.5:-Supplying trap/granite / quartzite/ gneiss stone metal of required size by bringing the boulders / Rubble at the road side breaking them to required gradation including conveying the boulders /Rubble and stacking the broken metal etc. complete . (Prior approval of sample stack of broken metal by the Ex. Engineer is necessary the date of approval will form part of the measurements) a)80 mm Metal, By breaking Boulders (Hand broken). Additional Spec. No. As directed by Engineer-in-charge (SSR 22-23 It.No.50.56)

Item No.6:-Spreading 80/40 mm metal for road work including sectionong etc complete as directed by Engineer in charge . Additional Spec. No. As directed by Engineer-in-charge (SSR 22-23 It.No.50.58)

Item No.7:-Compacting the sub grade /gravel/oversize metal (200 mm loose) layers for all width with Power roller having weight 8 to 10 MT. including necessary, labour, materials and artificial watering complete. Additional Spec. No. As directed by Engineer-in-charge (SSR 22-23 It.No.50.59)

Item No.8:-Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 m. beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.) By Mechanical Means Additional Spec. No. Bd.A.1 Page One Number 259 (SSR 22-23 It.No.21.02 )

Item No.9:-Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15 cm to 20 cm thick including hand packing and compacting etc. complete. Additional Spec.No.Bd.A. 12 Page One Number 264 (SSR 22-23 It.No.21.38 )

Item No.10:-Providing & laying in situ cement concrete of M 10 proportion with trap/ granite/ quartzite/ gneiss metal in foundation including necessary form work compacting and curing etc. complete. with reversible Drum Type mixer with SCADA. With crushed sand . Additional Spec. No. As directed by Engineer in charge (SSR 22-23 It.No.11.03 )