WARD NO. 19 RISHABH VIHAR MEIN RAMAVTAR SHARMA KE MAKAAN KE SAMNE PARK KI CHARDEEWARI KA NIRMAN VA OPEN ZYM KI STHAPNA KA KARYA

Excavation in foundation in ordinary soil (Loam clay or sand ) including lift upto 1.50M and lead upto 30M, and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in-incharge upto ta distance of 30M from the foundation trenches. S.I.No. 251(a)

Concrete with 4 cm. guage stone ballast, Fine sand of 1.25 F.M. and cement, in proportion of 12:6:1 in foundation and under floors including supply of all materials, labour Tools & plants etc.required for proper completion of the work.

M-150 Brick work in one cement and four corse sand (1:4 ) in foundation and plinth including supply of all materials labour, T&Petc. Reqd. For proper completion of the work

M-150 Brick work in one cement and four coarse sand (1:4 ) in superstructure including necessary cutting & moulding of brick including supply of all materials labour, T&P etc. Reqd. for proper completion of the work.

R.C.C. Work with cement approved coarse sand and 2 cm. gauge approve stone grit in proportions of 1:2:4 in Light beam having spans upto 6M excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 B.W.G.G.I. binding wire and including necessary, centering & shuttering etc. and supply of all material, labour, tools & plants etc. required for proper completion of the work including cost of binding wire. The rate excludes making of drip course which shall be paid extra.

MS (Tor steel or plain)in plain work such as RCC or RB work including binding for proper shape and including supply of steel & its wastage bend, hooks and authorized overlapping shall be measured and including cost for binding wire. SINo. 504

12 mm thick cement plaster with cement and corse sand mortar 1:4 over brick work thickness not less than 1cm including of all work complete

Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface,

Construction of un-reinforced 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 M-30 (Grade), coarse and fine aggregates confirming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less then 0.2 cum capacity and appropriate weight batcher using approved mix design laid in approved fixed side form work (steel channel, laying and fixing of125 micron thick polythene film wedges steel plates including leveling the formwork as per shovels rakes compacted using needle continuous operation including provision of contraction and expansion construction joints as per norms applying debonding strips primer , sealant, dowel bars, near approaches to bridge/ culvert and construction , joints, admixtures as approved, curing of conrete slabs for 14- days, curing compound ( where specified) and water finishing to lines and grade as per drawing and technical specification clause 1501 including cost of polythene sheet and also including complete shifting of materials & Concrete etc.

Cement Concrete with 20mm gauge approved stone ballast, coarse sand,and cement in the proportion 4:2:1 including supply of all material, labour, tools and Plants etc. requared for proper complition of the work SINo 279 (a)