Ward-9 me PWD path se Saansad aawas tak PCC path evam naali sah SP aawas ke saamne se Saansad aawas tak Paver Block nirman karya.

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concree, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with allk lifts and lead of 1000 metres( Prestressed / RCC Grade M20 and above) SOR Item No.2.04 II B

Compacting original ground supporting subgrade (Loosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of Table 300-2 for sub-grade construction.) SOR Item No. 3.20 Case-1

Construction of Granular Sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 (i) for grading- I Material S.O.R. Item No. R.W.D 4.01 B (I)

Construction of un-reinforced, dowel jointed at expansion and construction joint only, Plain Cement Concrete Pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 S.O.R. Item No. 6.02

Earthwork in excavation in foundation trenches in Hard soil (vide classification of soil item-A) and disposal of excavated earth as obtained to a distance upto 50 M. including all lifts, levelling, ramming the foudation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/l. 5.1.1+5.1.2

Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including' cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/l (Mode of measurement complacted volume). 5.1.10

Providing designation 75 B one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/l.5.6.3

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work upto plinth level :1:2:4 . 5.3.2

R.C.C. work in walls (any thickness) including attached pilasters, buttresses , plinth and string courses , fillets , columns ,pillars , piers ,abutments , posts and struts etc. above plinth level upto floor five level excluding cost of centering , shuttering , finishing and reinforcement .M-20 (1;1.5:3) .5.3.10

R.C.C. work inbeams, suspended floors, roofs having slope upto 15", landings, balconies, shelves, chajjas, lintels, bands, plain window sill ,staircase and spiral stairs cases above plinth level upto floor five level excluding the cost of centering ,shuttering , finishing and reinforcement with 1:1.5:3.(Top slab) 5.3.11