7 BISALPUR ME HEERALAL KE MAKAN SE PRAMOD KE MAKAN TAK INTERLOCKING V NALI NIRMAN

Excavation in foundation in ordinary soil, loame, clay or sand including lift upto 1.5 m & Iead upto 30m Including filling watering & ramming of excavated earth into the trenches or into the space between the building & the sides of foundation trenches or in to the plinth removal & disposal of surplus earth as directed by the engineer in charge upto a distance of 30m from the foundation trenches. (Including Royalty). si no 251

Concrete with 4cm(1½"). Gauge brick ballast, fine sand of 1.25 fineness modulous and cement in proportion of 12:6:1 in foundation and under floor, including supply of all material Iabour and T&P etc.required for proper completion of the work. SI NO 273

First class brick work in 1:4 cement and coarse sand mortar in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work. SI NO 305

12 mm thick plaster with cement and coarse sand Mortar in 1:5 over brick work minimum thickness not to be less than 3/8" (10 mm) thick including supply of all materials, labour and T&P etc. required for proper completion of the work. Si no 584 (1)

Cement concrete with 2 cm. gauge approved stone, Grit, approved coarse sand and cement in the proportion of 4:2:1 including supply of all materials, labour and T&P etc. required for proper completion of the work. SI NO 279 (1)

R.C.C. work with cement approved coarse sand and 2 cm (3/4") gauge approved stone grit for slabs in the proportion of 1:1½:3 excluding supply of reinforcement and its binding but including its fixing and binding the same with 24 B.W.G.G.l. binding wire and includuing Necessary centering and shuttering etc.and also including supply of all materials, labour and T&P etc. required for proper completion of the work. Binding wire cost being included in the item. SI NO 284A

Mild steel or iron in plain work such as reinforced concrete or reinforced brick work (when not included in an over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel and wastage and over lapping & hooks. SI NO 504

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 Carted up to 5.0 KM

Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing bymix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specificatin Clause 401.

Providing and laying of 80 mm thick rubber moulded Interlocking cement concrete tiles (300mpa) including laveling and dressing of surface to required level and slope, filling joints with local sand including the cost of material,labour T&P etc.required for proper completion of work as directed by Engineer-in-Charge.