Construction of CC road work about 100 m from Hisali Road gate to Gupta factory.

Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3

Earth worck in cutting or embankment in ordinary soil, excavation to be in the form regular pits not exceeding 0.50m in depth and earth work in embankment to be in 20cm Layers including remming and dressing the surface to required level and slope and also including 1.5M lift and 30m lead . The earth from cutting to be use in making embamkment or to be deposite as spoil banks with in 6.00 km distance as directed by the Engineer incharge.Including Royallity as S.I. No. 253(a)+231a

Construction Of Granular Sub Base By Providing well Graded Material Spreading In Uniform Layers With Tractor mount Grader On Prepared Surface, Mixing by Mix In Place Method Tractor With Rotavator at OMC, and Compacting With Three wheel 80-100 KN Static Roller To Achieve The Desire Density, Complete as per Clause 401. As per MORD Analysis.

Brick masonry work in 1:4 cement mortar in foundation complete excluding pointing and plastering, as per drawing and Technical Specification Clauses 600, 1202 & 1203

Plastering with cement mortar(1:4),12 mm thick on brickwork in sub structure as per Technical Specification Clauses 613.4 & 1204

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, requisite type of screening / binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per Clause 404. Grading G-3

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 M 30 (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 contracton and expansion, construction joints applying debonding strips, primer, sealant, near approaches to bridge/culvert and construction joints admixtures as approved, curing of concrete slabs for 14-days, lines and grade as per drawing and Technical Specification Clause 1501(Rates are including all Taxes but excluding GST) Specification clause 1500

Providing and laying reinforced cement concrete (PCC-M20 1:2:4) in superstructure as per drawing and technical specifications Clauses 802,804,805,806,807,1202 and 1204

Supply and fixing of M.S sign board of prescribed size 1.20m *2.75 m with angle 40*40*6 mm iron angle and 1 mm thick ms iron sheet including painting and letter writing complete. As per SE RED Meerut, Sanction letter No.1108 Dated 09.10.18

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