Improvement of road by way of providing and laying of RBM Filling, 150mm thick WBM Grade-II (Shingling) including construction of Drain and Retaining Wall on Canal Head to Kotli Muffi road (RD 800-1000)

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 in all kinds of soil.

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 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size).

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)

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 1:1½:3 (1 cement : 1½ 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 Cold twisted bars.

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

Foundations, footings, bases for columns.

Suspended floors, roofs, landings, balconies and access platforms.

Edges of slabs and breaks in floors and walls under 20 cm wide.

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 fixing PVC pipes for weep holes of superior and approved quality (Supreme make /prince) 110mm dia.

Providing and laying RBM in layers not exceeding 20cm in depth by way of watering, compacting and rolling each layers with power road roller of 8-10 Tonne capacity in embankments of roads, flood banks, marginal banks, guide banks etc. including all leads, lifts, taxes and carriage. The river bed material shall be free from organic material. The RBM must have coarse aggregate along with stone aggregate having maximum aggregate size of 75mm (Complete job).

Providing & laying water bound macadam with specified stone aggregate screening and binding material 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.

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

Stone agg. above 40mm size for an avg. lead of 25 Kms.

Stone agg. / Sand for an avg. lead of 25 Kms.

Vicky Sharma

M/S SADEEP KUMAR BUILDING MATERIAL AND CONTRACTOR