w.no. 16 Interlocking road at Sahdev House

w.no. 16 interlocking road at sahdev

Excavation in foundation in ordinary soil(Loam clay or sand) including lift up to 1.5meter (5ft) and lead upto 30m (100ft) and including filling warening & rimming of excavated earth into the trenches or into the space between the building and the sides of SI No. 251

Earthwork in filling in foundation bc soil by cartage upto 05 km.

Sand fillling in plinth including supply of necessary quantity of sand from a distance not exceeding 8km. (5mile) from the site of work and including watering dressing etc. Rate to include cost of all materials, labour and T&P etc. required for proper completion of the work. SI. No. 255

Concrete with 4 cm. gauge stone ballast fine sand of 1.25fm and cement in proportion of 1:4:8 in foundation and under floors with ass labour for completion of work SI No. 281

R.C.C. works cement appoved coatsesand and 2cm gauge approved stone ballast in the proportion 1:1.5:3 in flooring of drain excluding supply of reingrcement and its binding , but including its fixing and binding the same with 24 B.W.G.I. binding wire an including necessary cantering and shuttening etc.SI. No. 282

R.C.C. works cement appoved coatsesand and 2cm gauge approved stone ballast in the proportion 1:1.5:3 in wall,s and slab,s of drain excluding supply of reingrcement and its binding , but including its fixing and binding the same with 24 B.W.G.I. binding wire an including necessary cantering and shuttening etc. SI. No. 284

Steel Reinforcement for R.C.C work including straigthening , cutting , bending ,placing in position and binding all complete upto plinth level. DSR No. 5.2.2.1

Concrete with 4 cm. gauge stone ballast fine sand of 1.25fm and cement in proportion of 1:6:12 in foundation and under floors with ass labour for completion of work

Supply of approved manfactures and fixing of 80mm thick rubber molded interlocking paver block of minimum compressive threnght kg. Per sq.m respectively made of concrete mixture 1:11/2:3 of approved make shape in all of complete work at per direction of I.R.C. in all of the work labours and materials T.N.P. etc required for proper completion of the work at site.