VIKAS KHAND DEORIA KE SINDHI MIL COLONY KE WARD NO. 13 ME BALWANT SINGH KE MAKAN SE ATUL SHRIVASTAVA KE GHAR KE AAGE TAK TATHA SANTOSH GUPTA KE GHAR SE ABHAY RAI KE GHAR TAK CC ROAD NIRMAN KARYA

Earth work in cutting or in inbankment in ordinary soil excuvation to be form of regular pit .e.t.c As per S.I No253As per S.I.No 231a Cartage of 2km distance

Excuvation in foundation in ordinary soil (lome clay or sand) including lift up to 1.50m and lead up to 30 m .e.t.c As per S.I No251

Cement concrete with 4.00cm gauge brick ballast sand of 1.25 F.M and cement in the proportion of 12:6:1 in including supply of all materials labour and tools and plants e.t.c required for proper completion of the work.As per S.I No273

M-150sub class A Bricks work in 1:4 with cement and approved coarse sand mortar in foundation and plinth including supply of all materials and labour T&P e.t.c As per S.I No305

Construction of granular Sub-base by providing well graded materials,sprading in uniform layers with motor grader/tractor mounted appropriate equipement on perpared surface mixing by mix in place mathod with rotavator at OMC,And compacting with smooth wheel roller to achived the desired density,compleate as per Techinical Specification Clause 401

Providing, laying and compacting of stone aggregates of 53-22.4 mm size to water bound macadam specification including spreading in uniform thickness,hand packing ,rolling with smooth wheel roller 80-100KN in stages to proper grade and camber appling and brooming stone screening binding materials to fill up theinterstices of coarse aggregate,watring and compacting to the required density grading 3 as per PWD Specification.

Supply and laying of 125micron polythene sheet over sub base to act sepration between sub base and concrete slab including spply of all materials and labour T&P e.t.c. required for proper completion of the work As per S.I No730-4

Laying C.C.Road slab 15cm (6") thick consisting of 1:2:4 cement ,course sand and approved 2cm gauge stone grite over prepared sub grade e.t.c As per S.I.No-773 Same as items no 773 but with 1:1.5:3 ratio as per S.I.No-773(a)

Making nd filling expension and contruction joints with butimin 40% asbesto 5% and course sand 55% including all in c.c road As per Senction rare by S.E.R.E.D

12mm thick plaster in 1:4 with cement and app.coarse sand minimum thickness not to be less then 10mm including supply of all materials labour T&P e.t.c required for proper complation of work As per S.I No 584