Samailal kevat ke makan se kashiram varma ke makan tak C.C. road avam nali ka nirman karya ward 13 Ramnagar

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

Excavation in foundation in ordinary soil ( Loam clay or sand) including lift up to 1.5 meter (5ft) and lead upto 30m (100ft) and including filling,watering & 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 direction by the Engineer-in-charge upto a distance of 30m(100ft) from the foundation trenches.(252+258B)

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 rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401

Cement concrete with 4cm (1/2") gauge approved stone ballast, approved coarse sand, cement in the proportion 1:4:8 including supply of all materials, labour and tools and plants etc. required for proper completion of the work. SI No. 281

R.C.C. works cement appoved coatsesand and 2cm (3/4) gauge approved stone ballast in the proportion 1:1.5:3 in Foundation excluding supply of reingrcement and its binding , but including its fixing and binding the same with 24 B.W.G.I. binding wire an including necessary cantering and shuttening etc. and also including supply of all materials, labour and tools and plants etc. requred for proper completion of the work binding wire to be supplied by the contractor free of cost.

Mild steel or iron in plain work such as R.C.C. / R.B.(when not included in over all rates) wrought to requied sape as necessary including bending for proper completion of the work and including supply of steel , its wastage and hooks and authorised overlapping shall be masaured. SI. No. 504

Disposal of Malawa up to 3.00 Km.

Diversion (De Watering) of flow water with 8 HP Disel Engine Pump.(Cailculation= R 44.90/HP/Hour So That =44.90x8.00x4.00=1436.80)

Eathwork filling of soil upto 3.00 km. as par direction Enngier

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 rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401

Cement concrete with 4cm (1/2") gauge approved stone ballast, approved coarse sand, cement in the proportion 1:4:8 including supply of all materials, labour and tools and plants etc. required for proper completion of the work. SI No. 281

C.C. works cement appoved coatsesand and 2cm (3/4) gauge approved stone ballast in the proportion 1:1.5:3 in Foundation excluding supply of reingrcement and its binding , but including its fixing and binding the same with 24 B.W.G.I. binding wire an including necessary cantering and shuttening etc. and also including supply of all materials, labour and tools and plants etc. requred for proper completion of the work binding wire to be supplied by the contractor free of cost.

Material Sifting in Awadi Portion up to 1.00 Km.

Providing and Fixing Granite stone Sign Board

Site Cleaning

Providing and Fixing Photograph

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