construction work of cc interloking on both side of nayabans marg

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 CH.4 SL. NO.1

S&L of GSB and Stone ballast all complete. As Directed by EIC. Analysis .

Class -150 (Non modular 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 . PWD SOR CH.6 SL. NO.2

12mm cement plaster with cement mortar in proportion of 1:4 cement & coarse sand of single coat for interior plastering upto floor two level including internal rounded angles chamfers, and rounded angles not exceeding 80mm. In girth and finished even and smooth. PWD SOR CH.13 SL. NO.1

Supply & Laying of 100mm (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

Providing and laying cement concrete in 1:2:4 (1 Cement : 2 coarse sand :4 graded stone aggregate 20 mm nominal size) and curing complete, lncluding cost of form work. ln Foundation and floors. PWD SOR Ch. 5 itom 6

Disposal of malva 05 km cartage loading& unloading as directed by Eic

add gst 18%