MO GOPALPURA WARD 17 RAJAKHERA ROAD SHRINIWAS SHARMA SE POKHAR KI TARAF RCC NALA NIRMANA

Dewatering/ Diversion by Pump. 2 hp motor etc all comp. of work (Rate Analysis)

Excavation in foundation in ordinary soil (loam, clay,sand) including lift upto 1.5m and lead upto 30m and including filling watering and ramming of excavated earth into trench s or into 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 30m from the foundation trenches .Mannual(small work) PWD SOR (23-24)CH.4 SL. NO.1

Providing and laying cement concrete in 1:5:10 (1 Cement : 5 Fine sand :10 graded stone aggregate 40 mm nominal size) and curing complete, including cost of form work . in foundation and floors. (Fine sand not less than in 1.25 FM) PWD SOR 23-24 CH45SR NO4.1.10

R.C.C work with cement approved coarse sand and 2 cm (3/4”) gauge approved stone ballast in the proportion 1.1.5:3 (one part of Cement, one & half part of Coarse Send and three Part of 2 cm Stone Grit) in excluding supply of reinforcement and its bending and including its fixing and binding the same with 24 BWGI binding wire and including necessary centering and shuttering etc and also including supply of all materials labour and plant etc, required to proper completion of the work/strength of the concrete shell not be less than M-20 grade. PWD SOR 23-24 CH5 SR NO5.1.2

Reinforcement of Reinforced concrete of reinforced brick wor(When not included in and an over all rates) brought to required shape as necessary including bending for proper completion of the work and including the supply of steel and its waistage Bend, hooks, Binding wire and authorized over lapping shall be measured upto floor two level. PWD SOR 23-24 CH10 SR NO10.1

Construction of Granular sub-Base (GSB) by providing Coarse graded material, spreading in uniform layers with moter grader on prepared surface, mixing by mix in place method with rotavator at OMC & compacting with vibratory roller to achieve the desired density, complete as per clause-401. AR

Supply & Laying of 80 mm (Rubber molded) I shaped (Zigzag) precast lnterlocking tiles of thickness 60 to 100mm (Compressive strength not less then 30Mpa and weight 4.50 kg) lncluding 0.30mm thick local sand base levelling and dressing of surface to required level and slope, filling joints with local sand all complete work.PWD SOR SI NO. Page no. 56 itom no. 17

Cartage of material or malawa etc including all complete of work 5.00 km. 75% of Item no.3 PWD SOR 23-24 CH3 SR NO 231A ,5

Supply and fixing black granite stone approved quality all complete.

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