GRAM BALELI BLOCK PUNWARKA ME MAIN SADAK SE SHAMSHAAN GHAT TAK C.C.ROAD VAI NALI NIRMAAN KARYA

Dismantling of old Damage Dismantling of old B.O.E. Solling Work As Per MORD Sr. No.- 2.6 D Analysis

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 3000 m As Per MORD Sr. No.- 2.4 Analysis also including Cartage As Per SOR

Laying brick soling layer on prepared sub-grade with old brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kN As Per MORD Sr. No.- 4.18 Labour Only Analysis

Providing concrete for plain/reinforced concrete (P.C.C grade M 10, Nonimal Mix 1:3:6) in open foundations complete as per drawings As Per MORD Sr. No.- 11.4 I (i) Analysis

Brick masonry work in cement mortar 1:4 (Cement : Coarse Sand) in substructure complete excepting pointing and plastering, as per drawing As Per MORD Sr. No.- 12.1 II Analysis

Plastering with cement mortar1:4 (Cement : Coarse Sand), 12 mm thick on brick work in substructure As Per MORD Sr. No.- 12.3 Analysis

Providing concrete for plain/reinforced concrete P.C.C. grade M-20 Nominal mix (1:2:4) in open foundations complete as per drawings As Per MORD Sr. No.- 11.4 III (i) Analysis

Construction of granular sub-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 roller to achieve the desired density, complete as per Technical Specification Clause 401. As Per MORD Sr. No.- 4.1 A (i) Analysis

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. As Per MORD Sr. No.- 4.7 Analysis

Cement Concrete (Thickness as Design) in proportion 1:1.5:3 with 43 grade cement or any other type as per Clause 1501.2.2 , coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, admixtures as approved, curing of concrete slabs for 14-days, As Per MORD Sr. No.- 6.4 Analysis