WARD NO. 11 MOH. BEGAMABAD ME JATAVADA ME SUNIL KE MAKAN SE TEJAVIR KE MAKAN VA RAJU KE MAKAN TAK VA PRAVIN NEHRA VALI GALI ME NALI C.C. ROAD VA SIDE PATARI PAR INTERLOCKING TILES DWARA SADAK KA NIRMAN KARY.

Dismantling of the laid interlock tiles including stacking of the tiles as per directed by Engineer Incharge

Concrete with 4 cm. guage stone ballast, Fine sand of 1.25 F.M. and cement, in proportion of 12:6:1.including of all work complete.

Construction of embankment with approved material (Earth) obtained from borrow pits cartage from 8 km with all lifts and leads, transporting of site, spreading, grading to required slope and compacting to meet requirement of table 300-2

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

12 mm thick plaster in 1:4 cement and coarse sand mortar on brick work minimum thickness not to be less than 1 cm. including supply of all materials, labour,T & P etc. As per SI No 584(a)

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)

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

Supply of 80mm thick precast cement concrete i-shape or zigzag interlocking paver blocks with top layer of mionimum 8mm thickness having plan dimensions 200x(160+120mm) with minimum 5mm thick topping of O.P cement smooth high gloss finish, skid resistant manufactured from rubber moulds through vibro-compression mechanism the compressive strength of concrete paver block shall not be less than 30 Mpa (M-30) and weight 5kg per No

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.

R.C.C Work 1:1.5:3 in cement c.sand and 20 mm stone grit in door sills, chaukhat, boundry post etc as per si no 282(a) for Road xing

M.S. (tor steel or plain) in Plain work such as R.C.C. or R.B. work including bending for proper shape and including supply of steel & its wastage. Bend hooks, and authorised overlapping shall be measured and including cost of bindng wire.

deduction for old tiles

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