Construction of road from Panjgrian to Kuwara Jammu

Amount

Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level in 1:5:10 (1 cement : 5 coarse sand : 10graded stone aggregate) 40mm nominal size crushed.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level 1:3:6 grade (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) Crushed. (Plain).

Centering and shuttering including strutting, propping etc. and removal of form work for :-

Foundation, footings, bases of columns etc. for mass concrete.

Dumping / filling of stones in horizontal incl. supply of stones.

Providing & laying water bound macadam with specified stone aggregate and binding material as Good Earth including screening, sorting to template and consolidation with road roller 80-100 KN capacity. Base course with (63mm – 45mm size) including screening 13.20mm size.

Providing, laying watering and compacting in layers not exceeding 200mm thick with 80-100 KN road roller, River Bed Material free of organic material mixed with coarse aggregate / Round nallah shingle maximum aggregate size 75mm including carriage from source of supply to site of work inclusive of all leads and lifts complete.

Disposal of excavated material by mechanical transport including loading, unloading and carraige complete as per directions of engineer in charge (Av. Lead 10kms)

Supply, providing and fixing of hume pipe 0.90 mtr dia in position as per directions of engineer in charge

Carriage of material by Mechanical Transport including loading / unloading and stacking at site complete.

Stone aggregate above 40mm for an avg. lead of 10.00 kms.

Stone aggregate below 40mm for an avg. lead of 10.00 kms.

Sand for an avg. lead of 10.00 kms.

Good earth for an avg. lead of 10.00 kms.

ranjeet kour

BASHIR AHMED

Bashir Ahmed Parrey