CONSTRUCTION OF RCC ROAD IN AREA OF 220 kv SUB STATION GORAYA

Earthwork undressed with a combined lead upto 15 metres including breaking of clods

Disposal of surplus earth within substation are with a lead of 250 meter

Dismantling of existing flexible pavement above 50 mm by mechanical means and disposal of dismantled material upto a lead of 1000 Rmt

Dismantling brick soling

Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)

Cement Concrete 1:5:10 with stone aggregate 40mm gauge(mixing by mechanical means using concrete mixer volumetric type)

Cement concrete 1:2:4 with stone ballast by mixing with mechanical means

Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS : 1791 and vibrated by needle vibrator but excluding steel reinforcement centering and shuttering in foundation and plinth .

Cold twisted deformed (Ribbed/ Tor Steel Bar) Bars Fe 500 grade as per IS 1786-1985, for R.C.C works, where not including in the complete rate of RCC including bending and placing in position complete

Relaying of dismantled material as GSB

Providing, laying, spreading and compacting stone aggregates of Grading I to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical specifications

Providing, laying, spreading and compacting stone aggregates of Grading II to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical specifications

Providing and filling joint sealing compound with coarse sand and 6 percent bitumen by weight complete as per drawings and technical clause 2605 of MORT&H specifications

Extra Carriage of materials & diff. of rates of material- Cement

Extra Carriage of materials & diff. of rates of material- Steel

Extra Carriage of materials & diff. of rates of material- Fine sand

Extra Carriage of materials & diff. of rates of material- Coarse Sand

Extra Carriage of materials & diff. of rates of material- Coarse aggregates 13.2 mm

Extra Carriage of materials & diff. of rates of material- Coarse aggregates 11.2 mm

Extra Carriage of materials & diff. of rates of material- Stone metal 40mm

Extra Carriage of materials & diff. of rates of material- Stone metal 63-45mm

INDO ENGINEERING WORKS

om namah shivay construction co.