GRAM GAURI KHALSA ME MUNNA KE MAKAN SE BECHELAL KE MAKAN SE SAHAY KE MAKAN TAK INTERLOCKING AND NALI NIRMAN KARYA

Earth work in Excavation in Foundation in Ordinary Soil SI No. 251

Earth work in cutting or in embankment  in  ordinary soil earth work in   excavation  to be  done in the from of regular pits not exceeding 1/2 mt in depth and earth work in embankment to be in20 cm layers including ramming & dressing the surface to  required levels and slopes  including 1.50mt lift & lead upto 30mt  including all compete as per direction of E/I and (S.I NO. 253)

P/L of cement concrete 1:6:12 ( 1 cement : 6 fine sand : 12 graded brick aggregate 40mm nominal size ) and curing complete, i/c cost of formwork in foundation and floors.as per S.I.No. 273

Construction of granular sub base by providing well graded material , spriding in uniform layers with motor grader on prepared surface mixing by mix in place method with roatbetor at OMC .and compacting with smooth wheel roaller to achieve the desiersd density , complet as per technical specification Clause 401

Class M-150 brick work in 1:4 cement and C/sand mortar As per S.I.no. (305 b )

12mm.Cement plaster in 1:4 with cement and coarse sand mortar in single coat on fair side of single or half brick wall for interior plastering up to floor two level i/c internal angles not exceeding 80 mm in grith and finished even and smooth no extra for mixing any additive.rounded angles champhers and or rounded SI 585

Providing and laying of P.C.C. Work in 1:2:4 , cement , coarse sand , 20 mm gauge stone grit of not less than strength of M - 150 and curing complete I/c all material , labour and T & P etc. . required for proper completion of the works .

S/L of Rubber molded reflective zig -zag 80 mm thick tiles of precast compressd C.C. passing minimum 30MPA compressive strerenth ISI marked as per Approved Rate BY SE Lko (R.E.D.) vide Letter No.

Providing and laying of R.C.C. work with cement , approved coarse sand and 2cm gauge stone ballast in the proportion 1:2:4 (1 cement : 6 aggregate ) in lintels of doors and windows excluding supply of reinforcement and its bending but i/c its fixing and binding wire and i/c necessary centering and shuttering etc. and also i/c supply of all materials, labour and T&P etc. required for proper completion of the works strength of the concrete shall not be less than M-150 as per SI No. 283

Mild steel or Iron in Plain such as R.C.C. and R.B. work (when not included in an over all rates ) wrought to required shape as necessary i/c bending for proper completion of the work and i/c supply of steel its wastage bend hooks authorised over lapping shall be measured upto floor two level. as per SI No. 504