WARD 15 BALVEER CHAMROLI VALO SE YASHODA NANADAN KE MAKAN TAK NALI INTERLOKING WORK

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 1:6 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 . Dsr 6.1.2

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. dsr13.4.1

Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge dsr16.91.2.

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

Constructing brick masonry manhole in cement mortar '1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete l:4:8 mix (1 cement :4 coarse sand : I graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished ivith floating coat of neat cement and making channels in cement concrete 1:2:4 ('1 cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) Fisnihed with a lloating coat pwd sor ch25 item no 04

add gst 18%