Ward sarsauli me mirapur basahi baran baba mandir ke samne se triveni sonkar ke makan tak interlocking karya

Earthwork in cutting or in embankment in ordinary soil excavation pits not exceeding 1/2 meter (20") in depth and earth work in enbankment to be in 20cm (8") layers, including ramming and dressing the surface to required levels and slopes and also including 1.5m (5") lift and 30m (100') lead. the earth form cutting to be used in making embankent or to be deposited as spoil banks within 30m (100') distance as directed by the E/I. I/C Compaction in Layer by Road Roller S.I.No-253 Cartege of 8km

Earthwork in Excavation of foundation in ordinary soil including lift upto 1.50 m and lead upto 30 m , and inculiding filling ,watring and ramming of Excavated earth in the space between building and the sides of foundation trenches or into the plinty and removal and disposal surplus warth as directed by Engineer -in-charge upto a sistance of 30 m from the foundation trenches as per SI No.251

Cement concrente with 40 mm stone ballast, approved coarse sand of cement in propotion 1:6:12 including supply of all material, labour, T&P etc required for proper completion of work as per SI NO .273

Class -150 Sub class' A' brick work in 1:4 with cement and approved fine sand of 1.25 F.M. mortor in foundation and upto plinth including supply of all materials, labour and T&P etc compelte as per SI NO .305

Providing , laying spreading and compacting stone Agrigates of specific sizes to water bound macadam specification including spreading in uniform thickness , hand packing ,rolling ,with three wheel 80-100 kn static Rollar in stage of proper grade and camber , applying and brooming stone screening /binding material to fill up the interstices of coarse aggrigates ,watring and compacting to the required density Grading -3 as per Technical Sprcification clause 401. By Manual Means

Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504. As Per Analysis.

RED

12mm thick plaster in wall in/out side in 1: 4 in cement f/sand mortar work SI 584

Construction of pre cast KC Drain with pre cast CC block size 325x300x125mm laid in flat position (size 325x400x120mm) curve stone (325mm in length )and i/c the cast of base conc 7.5cm thick in 1:6:12 cement sand and 40mm b/ballast i/c all etc complete.

Finising walls( two coat) with plastic Emulsion paint of frist quality approved brand and manufacture on undecorated wall surface to give and even shade including throughly brushing the surface free frome morter dropping and other forgen matter and sand prepered smooth . I/C supply of all material labour T&P etc. required for proper complition to the work .(for kc drain wall) S.I. No-N.B.O.18.57 ch.15