Construction of Road from Mahadev Temple to Stadium Road, Laxmisagar, Jharapada in Ward No. 32

Dismantlling and removing cement concrete including stacking the useful materials for re-use and removing the debries within 50mtr lead. (Data for 1 Cum)

Earth work in hard soil or gravelly soil within 50mtr. initial lead and 1.50mtr initial lift including rough dressing and levelling the bed(Foundation)

Earth work in hard soil or gravelly soil within 50mtr. initial lead and 1.50mtr initial lift including rough dressing and levelling the bed(Road)

Carriage of earth/slushy soil after excavation

Collecting, supplying fine sand with all cost, conveyance, labour royality taxesT & P etc. all complete with watering ramming as per the direction of Engineer in charge.

C:C: (1:4:8) using 4 cm. size H.G. metal (C.B) including the cost of all materials, labour etc complete.

C.C. work of M25 grade with 20 mm down graded chips (C.B.) including hoisting & laying

R.C.C. work of M20 grade with 20 mm down graded chips (C.B.) including hoisting & laying

Labour for cutting bending tying the grill inluding the cost of M.S Rods

Rigid smooth centering & shuttering for Rcc Work inluding false works & dismantling them afterf casting

Cleaning the existing granular base surface including removal of binding materials and other foreign materials with wire brushes and small picks sweeping with brooms or soft brushes and finally dusting with old gunny bags and or compressed air to receive bituminous. (Data for 5889 M2)

Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.60Kg/M2 using mechanical means as per clause 502 of MoSRT&H specification for road & bridge work (4th revision) (Data for 3500M2)

Providind and laying "BITUMINOUS MACADAM" with hot mix plant using crushed aggregates of specified grading premixed with Bituminous binder of 60/70 penetration grade of bitumen transportred to site laid over a previously prepared surface with a hydrostatic paver finisher with mechanical control to the required grade level and alignment and rolling with smooth wheeled vibrating and tandem rollers to achieve the desired compaction as per clause 504 of MoSRT&H specification for Road & Bridge works. Data for 205 Cum (450 Tonne)

Providing and laying semi dense bituminous concrete with batch type hot mix plant using crushed aggregates of specified grading premixed with bituminous binder of 60/70 penetration grade of bitumen transporting the hot mix to work site laying with a hydro static paver finisher with mechanical control to the required grade, level and alignment rolling with smooth wheeled vibratory and tendem rollers to achieve the desired compaction as per clause 508 of MoSRT&H specification for road & bridge work. (Data for 195 Cum (450T)

Supplying Fixing Tree with Tree Guard

supply fixing of Display Board