16 construciton of CC road road and drain slab savitri devi house to ravi mashala chakki tak

Dismentling of old damage C.C. floor including labour t&p etc ...............all complete.

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

Class-150 brick in 1:4 Cement and coarse sand of 1.25 FM mortar in foundation and plinth including supply of all materials, labour and tools and plants, etc. required for proper completion of the work. (S.I. No. 305 NS)

12 mm thick cement plaster with cement mortor in proportion of 1:3 Cement & coarse sand of single coat on fair side of single or hair brick well for interior plastering upto floor two level including brick wall for plastering upto floor two level including internal rounded angles not exceeding 80 mm in girth, chemfers and finished even and Stooth. No. extra for mixing any 1 cement : 3coarse sand (S.I. No. 13.9)

Providing and laying cement concret in M-25 not lass then strength of m 1:50 stone grit 20 mm. nominal size ........ all complete(S.INo.. 279a)

R;C;C work with cement approved coarse Sand and 2 cm gauge approved Stone ballast in the proportion of 1:2:4 in Raft foundationin footing excluding supply of reinfocement and its binding but including its fixing and binding the same with 24 B,W,G ,G ,i vinding wire and including necessary crent ering shuttering etc .and also incluing supply of all material lavour and t& p etc but for Slab (S.I. No. 287)

5.3 Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).as per dsr 5.3

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Mild steel and Medium Tensile steel bars as per dsr 5.22.1

cartage of surplush earth / malva from site up to 5 km distt----------------------------------- all complete