W-16 ME MAHESH KE MAKAN SE HEMDATT KE MAKAN TAK AND RAJVEER AND OMVEER VALI LINK GALI ME NALI AND INTERLOCKING NAV NIRMAN KARY

Excavating, supplying and filling of local earth by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. S.I.No. 8 DSR No. 2.25(a) Page No. 26

Excavation in foundation in ordinary soil (Loam, Clay or Sand) Including lift upto 1.50 m and lead upto 30m etc. complete. S.I.No. 251

Providing and laying cement concrete in 1:4:8 (1 Cement : 4 Coarse sand : 8 graded stone aggregate 40 mm nominal size) including supply of all material, labour and T&P etc. required for proper completion of the work. In Foundation as pwd si no. 275a

M-100 Brick work in 1:4 (One cement & Four Coarse sand) mortar i/c all material labour T&P etc. complete. DSR Sp No. 6.1.1 Ch. 6

Providing and laying cement concrete in 4:2:1 of not less than strength of M-15 stone Ballast (20mm nominal size) approved coarse sand and cement, curing complete, including cost of form work. In Foundation and floors. S.I.No. 279 Page No. 28

12mm thick Plaster in 1:4 (One cement & four coarse sand sand) mortar i/c all material labour T&P etc. complete.S.I.No. 584 Ch. 13

Construction of gravel/soil aggregate base by providing well graded material, spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel 80-100 KN static roller to achieve the desired density, complete as per Technical Specification Clause 402

WBM Grading -3 -Providing laying , spreding and compacting stone aggregate of 22.4-53mm size to water bound macadam specification including spreading in uniform thickness ,hand packing . Rolling with smooth whell roller 80-100 kn in stage to proper grade and camber ,applying and brooming ,stone screening to fill up the interstices of coarse aggregate ,watering and compacting to required density as per technical specification Clause 405.

Providing and laying Interlocking C.C. Tiles 80mm thick of approved quality over 25mm thick local sand. (Rubber Moulded)

Providing and laying in position specified grade of reinforcement cement concrete including the cost of centering, shuttering finishing and excluding reinforcement including supply pf all materials ,labours and T&Petc required for proper completion of the work 1:1.5:3 (1 Cement : 1.5 Coarse sand: 3 Graded stone aggregate 20 mm nominal size) .(SOR -5.1.2a)