WARD NO . 04 MOHALLA KASABAN ME SANAWAR KE MAKAN SE AKHLAK KI DAIRY TAK VA SAHAYAK GALI ME NALI VA CC DWARA SADAK KA NIRMAN KARYA

Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50 M. and lead upto 30 M. and including filling watering and ramming of excavated earth into the trenchs 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-charge upto a distance of 30 M. from the foundation trenche.(Where machine can not move). S.I.No. 251.

Earth work in Filling ..........20 cm. layers including remming and dressing the surface to required levels and slopes and also including 10.00 Km cartage as directed by the Engineer incharge.(Royality removed by Govt.) for small works/Abadi area.(where machine can not move) S.I. 253a+261b+231a

Cement Concrete with 4 cm gauge Brick Ballast,Fine sand & cement in the proportion of (12:6:1) including supply of all materials,labour,Tools & plants etc.required for proper completion of the work. Asper S.I. No. 273

M-150 Brick Work in (1:4) with cement and coarse sand mortar in including supply of all materials labour,Tools & plants etc. required for proper completion of the work as per S.I.No.305 (a)

12 mm thick plaster with cement and coarse sand in (1:4) over brick work minimum thickness not to be less than 1cm. including supply of all materials, labour, tools & plants etc. required for proper completion of the work. S.I. No. 584(a)

Cement Concrete with 4 cm gauge approved stone grit, coarse sand & cement in the proportion of (4:2:1) including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. S.I. No. 279(a)

Supply and Fixing of 110.00 mm internal dia P.V.C. pipes Everest or Chaarminar make complete As per S.I.No.-30A v 200+200x10%+20 = 240.00

Making connection of water with brancher including D,T, Joint etc with all completion.

Providing, laying, spreading and compacting stone aggregates of specific sizes 22.4 to 53 mm water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber,applying and brooming , stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading-3 as per Technical specification Clause-405.

Cement concrete with 2 cm gauge approved stone grit, coarse sand & cement in proportion of 1:1.5:3 in cc pavement (thickness as per design) cement coarse & fine aggregate confirming to IS standard mixed in concrete mixture/Plant of not less then 0.2 cum capacity & appropriate weight batcher using approved mix design, laid in approved fixed form work (steel) channel) laying and fixing of 125 micron thick polythene film, wedges, steel plates including leveling the form work spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including hassion cloth for curring of concrete pavements for not less then 14 days curring compound (where as specified) and water finishing to lines & grade including supply of all material, labour, tools & plants etc. required for proper completion of work and also including complete shifting of Recron 38 fibre reinforcement material etcl & concrete etc. Asper S.I. No. 10.3 New Item 9

M.S. or iron work in Stair case railing in heavy sizes such as trusses,built up gates,record racks,roof work,Gates etc.including rivetting or welding where necessary. Asper S.I. 502 A

Supply and Fixing Inauguration stone with all completion. (L.S.)

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