Construction Crossing Nala Near Tiranga Circle Pirawa, District Jhalawar

Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level. In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc. Depth upto 1.5 m

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level :1:4:8 (1 Cement : 4 fine/ coarse sand : 8 graded stone aggregate 40 mm nominal size)

Reinforcement for R.C.C. work at all levels including straightening, cutting, bending, placing in position and binding all completeThermo-Mechanically Treated bars

Centring and shuttering with plywood or steel sheet upto two stories ( each story of height upto 3.5 metre from floor level) including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concret and string courses etc.

providing, laying and compacting plain/ reinforced cement concrete of specified grade in foundation/ levelling course/ pile cap using concrete mixer and vibrator complete including cost of form work, as per drawing and technical specifications and as per clause 1100, 1500,1700,2100 of MoRT&H specification including all scaffolding material, labour, machinery.

Providing at site, lowering & laying in trenches, aligning & jointing ofRCC pipes NP3 class (with s/s ends) IS: 458 - 1988 (amended up todate) marked and pipes from 300 mm upto 2000 mm manufacturedthrough vertical / vibrated casting process all levels with Rubbergaskets (EPDM/SBR) for sewer lines as per IS: 5382 (including costof Rubber gaskets lubricants) as per drawing, sectional hydro testingof the sewer pipe line (including cost and conveyance of water tosite for testing) etc., complete as directed by Engineer. Note : E/w tobe measured and paid separately. Length of pipe shall be measuredin between the outer wall of two manholes / Inspection chambers.Pipe in the anhole/inspection chamber’s wall shall deemed to beincluded in the item of manhole/inspection chamber shall not be