NAGAR KSHETRA SAHARANPUR KE WARD 21 KAPIL VIHAAR ME HARVEER KE MAKAAN SE RAMVEER VAI Dr.S.P.SINGH KE MAKAAN SE HOTE HUE EK SAMBANDHIT GALI SAHIT ANIL KE MAKAAN TAK C.C.ROAD VAI NALI NIRMAAN KARYA

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 8000 m as per Technical Specification Clause 202. including Disposal of refused Dismenteled material As Per MORD Sr. No.- 2.5 II 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 8000 m As Per MORD Sr. No.- 2.4 Analysis also including Cartage As Per SOR

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 Analysis 6.4

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 R.C.C. grade M 25 As Per MORD Sr. No.- 12.5 IV Analysis