Ward sarsauli me kumar petrol pump ke samne shiv medical se gyanoday school tak interlocking v jal nikali ka 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

Providing and laying of NP3 class 350mm RCC pipe with collars joint with 1:2 cement and fine sand mortar including testing of joint. as per SOR

Making of connection of Drain/sewer lines with existing maholes i/c braking into and making good the wall floor with 1:2:4 cc and 1:3 cement and Coarse sand plaster and finished with neat cement for pipe size 100to 250mm dia as per DSR 19.21.1 (Rate=810.45x0.757=613.51 each

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. Grey

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