Construction of Causeway/Scupper at Nallah Badhani, construction site is on the boundary of Ward No. 2, 4 and Construction of T/Road with edge wall from Mata Chamunda Mandir to the house of Paras Ram, Belli Ram house, Ward No. 2. Panchayat mukwall

Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas

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:

Providing and laying in position dry stone aggregarte. All work upto plinth level with(stone aggregate of 40mm nominal size ) including spreading, compacting, and consolidation in all respect

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 20 mm nominal size)

supply and dumping of stone

Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15?, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with 1:1?:3 (1 cement : 1? coarse sand : 3 graded stone aggregate 20 mm nominal size)

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level 5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more.

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

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.

Providing and Laying ofexcavated earthincluding spreading, consolidation complete in all respect including Loading, unloading and carriage with in 5.0 km complete (to be quoted by Contractor)