W-08 ME RAM MANDIR SE BSA OFFICE TAK AND CHAMUNDA MISTHAN BHANDAR TAK CC ROAD AND NALI NIRMAN KARY

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

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)

Steel reinforcement for RCC work i/c straightening, cutting, bending, placing in position and binding all complete TMT bar as DSR no.- 5.22.6 CH-10

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

CEMENT CONCRETE PAVEMENT (C.C ROAD) construction of un-reinforced plain cement concrete pavement thickness as per design, over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2 M 30 (grade) coarse and fine aggregates conforming to IS 383 maximun size of coarse aggregate not exceeding 25mm mixed in a concrete mixer of not less then 0.2 cum capacity and appropriate weight batcher using approved mix design, laid in approved fixed side from work (steel channel laying and fixing of 125 micron thick plastic sheet, wedges steel plates including levelling the form work as per drawing) spreading the concrete with shovels, rakes compacted using needle, screed and plate vibrators and finished in continuous opration including provision of contraction and expansion construction joints applying debonding strips primer, sealant admixtures as approved curing concrete slabs for 14 days, curing compound (where specified) and water finishing to lines and grade as per drawing and technical specification clause 1501.

Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality. Circular shape 560 mm internal diameter DSR 19.19.3.1