Under District Ambedkarnagar, Construction of CC road from Hridaypur Basaiitpur Pitch Marg to Harishchandra house, Lot No 4

E/w in cutting or in Embankment in ordinary soil including lead up to 50m and lift up to 1.50m as per S.I.N0 253.

E/w in exavation in foundation in ordinary soil including lead up to 50m and lift up to 1.50m cartage of one km. as per S.I.N0 251.

Concrete with 40mm gauge B/ballast,F.Sand (1.25 FM) & Cement With(1:6:12)including supply of all material labour and T&P etc requirtement for complition of work as per SI no. 273

M150 class B/W in 1:4 with cement & Fine sand of fineness modulus 1.25 in foundation & up to plinth including supply of all materials, labour and T&P etc. required for proper completion of the work. As per S.I.No. 305(a)

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.

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.

Construction of un-reinforced, construction joint only, 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 M30 (Grade), 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 plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, , sealant, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501

Supply and fixing of informatory M.S. sighn board size 1.20x0.90 mtr made of 18 gauge M.S. sheet in ISA 40x40x5 mm fraim supported in back side of 40x5 mm flat iron or on all of 2.15 mm with 150 mm long horizontal log (hold fast) at bottem braced with 40x5 mm flat iron 1.98 meter long electrically welded and painted with one coat primer. as S.I.No 503.

Provision of inauguration or Opening project including diging foundation layig c,c, in 1:6:12 as per S.I.No 273, brick work in 1:4 with S.I. No 305a, plaster in 1:4 with S.I. No 584. and snowcem S.I. No 660 including fixing 60x75 cm sixe 20 mm thick granite stone with digged letter including cost of polishing complete in sll respect.

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