Under District Ambedkarnagar, Construction of CC Road from Bariawan Kichhaucha main road to Kahra Salempur link road via Kamlesh Verma house, Lot No 1

E/w in cutting or in embankment in ordinary soil including leads 30m and lift 1.5 m including cartage of earth 1km as per SI 253

E/w in exavation in foundation in ordinary soil for drain from hous of fool chand towards cainalls including lead up to 50m and lift up to 1.50m cartage of one km. as per S.I.N0 251.

C.C. in 1:6:12 with cement, fine sand and 40 mm gauge brick ballast including all materials, labour and T&P etc complete. As per S.I. No 273.

M150 class B/W in 1:4 with cement & coarse 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(b)

P/L 250mm dia RCC NP-3 hume pipein position

Fixing of 250mm dia np-3 hume pipe

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding material 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, 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 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, 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 40x

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 gran

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