DEVELOPMENT OF ROAD FROM HUKHLATRI TO CHECKPORA AT HUKHLATRI

Providing and laying of GSB/nallah muck over road surface including all charges and carriages

Providing, laying, spreading and compacting stone aggregates of specific sizes [ WBM G-II Agg. 63-45 mm @ 0.91cum/10sqm (G-II), Screening (Type-A) of 13.2 mm size @0.135/10sqm and Binding material@ 0.06 cum/10sqm] to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller of 8-10 tonne capacity in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density including carraige, complete job

Earth work in excavation by manual means 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:

P/L Stone soling, Nallah Boulders Hand packed incl carraige 10 kms

Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete.

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size)

Carraige of coarse aggregate, 20 mm from Source to Site.

Carraige of Fine aggregate from Source to Site.

Add provisions for signboard, Photographes and other unforseen items.