38 - Ward no. 18 me me Nadeem se Sharukh ke makan ki aur nali v sadak nirman karya.

Construction of Embankement with Material Obtained from Borrow Pits

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 1000 m as per Technical Specification Clause 301.5

Excavation in foundation in ordinary soil (loam clay, or sand) including lift upto 1.5 metre and lead upto 30 m & including filling, watering and ramming of excavated earth into the trenches or into the space bwtween the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer in charge of 30 m from the foundation trenches.

Granular Sub-base with Well Graded Material (Table 400.1)

(A) By Mix in Place Method

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 MORD Specifications 401

Plain cement concrete (1:2:4) in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 for Coping.

Brick masonry work in 1:4 in foundation complete excluding pointing and plastering, as per drawing and Technical Specifications Clauses 1202 & 1203 Sr No. 12.1 Ref No.600

Plastering with cement mortar (1:4 ) 15 mm thick on brick work in substructure as per Technical Specifications Clauses 613.4 & 1204 Sr No. 12.3Ref No.600

Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructure complete as per drawings and technical specificatio Clause 1002,1005,1010 & 1202

Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specification

P.C.C.Grade M10 Nominal Mix 1:3:6

Cement Concrete Pavement

Construction of un-reinforced, dowel jointed at expansion and 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 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

2.50 cm thick damp proof course with one part cement 1.5 part approved coarse sand and 3 parts approved 10 mm grabed stone grit i/c work all respect. Si no 361

S/f of Grainte stone Board of size 60 cm x 75 cm including consit of B/W plateform etc. i/c work all respect.

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