Gram khudana mein Nathi Singh ke Makan se Neetu ke Makan ki or CC sadak vah nail Nirman 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 1000 m (As per Mord Sr.No.-2.5-II(A) & Technical Specification Clause 202.)

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 Technical Specification Clause 3.4 - 301.5

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings (As per Mord Sr.No.-11.4 and technical specifications Clause 802, 803, 1202 & 1203) P.C.C. Grade M-10, Nominal mix (1:3:6).

Brick masonry work in cement mortar in substructure complete excepting pointing and plastering, as per drawing (As per Mord Sr.No.-11.5 and technical specification Clauses 602, 603, 604, 1202 & 1204 (II). (In 1:4 Cement mortar).

Plastering with cement mortar (1:4), 12 mm thick on brickwork in substructure (As per Mord Sr.No.-12.3 and technical specification Clauses 613.4 & 1204.

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings (As per Mord Sr.No.-11.4 -(III) and technical specifications Clause 802, 803, 1202 & 1203) P.C.C. Grade M-20, Nominal mix (1:2:4).

Construction of Granular Sub Base by providing Well graded material, spreading in uniform layers with Motor grader/Tractor mounted appropriate equipment 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 Clouse 401

Providing, laying, spreading and compacting Stone aggregates of specific sizes to Water Bound Macadam (WBM-G-III) specification incl spreading in uniform thickness, hand packing , rolling with three wheel 80-100kN static roller in stage to proper grade and camber , applying and brooming , crushable screening to fill up the interstices of coarse aggregate , watering and compacting tothe required density Grading 3 as per Technical Specification Clause 405.

Cement Concrete with 2cm guage approved stone grit, course sand & cement in proportion of 1:1.5:3, 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, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,

Supply and fixing of a sign board including necessary supply of all materials, labour, Tools & plants etc. required for proper completion of the work As Per S.E. (R.E.D.), Saharanpur Sanction