W-02 ME DR. BR AMBEDKAR TIRAHE SE MATA RAMABAI CHAUK TAK CC ROAD NIRMAN KARY.

Earth work in cutting or in embankment in ordinary soil etc. complete. S.I.No. 253

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

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

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.

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)

Dismentling of cc/brick work