Construction of a road and drain from House No. 634/KH-332 to the main road in the Vaishnavi Enclave Colony (Sugamau Road, Amrai Village, Nawab ki Bagiya area) under Shaheed Bhagat Singh Ward No. 1.

Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge.

E/w in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm in plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge (E/W Excavation)

S/L in position cement concrete of specified grade excluding the cost of centering & shuttering - All work up to plinth level: 1:5:10 ( 1 cement : 5 fine sand (zone-III) drived from natural sources : 10 graded stone aggregate 40 mm nominal size drived from natural sources) (P.C.C. 1:5:10)

Brickwork with common burnt clay F.P.S. (non modular) bricks of class 15 designation in foundation and plinth incement mortar 1:4 (1 cement : 4 coarse sand) (B/W in 1:4)

12 mm thick cement plaster in 1:4 (1 cement : 4 Coarse sand) incl.etc all comp. work.

Excavating, supplying and filling of local earth (including royalty)by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20cm in trenches,plinth, sides of foundation etc. complete

P/L GSB as well graded uniform layer etc all complete.

Providing and Applying Priming coat with bitumen pressure distributor at of 0.75 kg per SQM on the prepared bituminous surface clean with mechanical broom.

Providing and Applying Tack coat with bitumen pressure distributor at of 0.35 kg per SQM on the prepared bituminous surface clean with mechanical broom.

Providing and laying dence graded bituminus macadam with higher capacity HMP using crushed aggregates of specified grading premixxed with bituminus binder @ 4.5 per cent by weight of total mix and filler, transporting the hot mix work site, laying with a hydrostatics paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achived the desired compaction as per MORTH specifcation clause no-505 complete in all respects.