CONSTRUCTION UPGRADATION OF ROAD JAMIA TO MIR MOHALLA LASHTIYA KALAROOS.

Part A Road PArt: Banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and lift upto 1.5 m in All kinds of soil:

Supply and filling of GSB/Nallah Muck to specific grade as per IRC Specifications incl ramming, dressing, watering and consolidation with PRR 8-10 ton capacity and carriage of material by mechanical means, transport from source to site of work complete job.

Part B R Wall: 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 of dry stone soling(hand packed) in foundation trenches and ramming, including all leads, lifts carriages complete.

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) crushed aggregate including all carriages from source to site of work.

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) crushed aggregate incl all carriages upto site of work

Centring and shuttering including strutting, propping etc and removal of form work 5.9.1 Foundations, footings, bases of columns etc. for mass concrete.

Part C Rigid Pavement: Surface dressing of the ground including removing vegetation and in equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m in all kinds of soil

Providing and laying of dry stone soling(hand packed) in foundation trenches and ramming, including all leads, lifts carriages complete.

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: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) including all carriages from source to site of work.

Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) incl all carriages of material upto site of work.

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