11- GRAM KHOKSA MAI SHAMSHAN MAI SHED NIRMAN KARYA.

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

Providing concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

M-150 Brick Work In1:4 (one cement & four fine sand) foundation and plinth including supply of all materials labour, Tools & plants etc. required for proper completion of the work

M-150 Brick Work in 1:4 (one cement & four fine sand) superstructure including necessary cutting & moulding of bricks as required thicknees of walls not to be less then one brick. add extra labour to above items.required for proper completion of the workM 150 Brick Work in1:4 (one cement & four fine sand) foundation and plinth including supply of all materials labour, Tools & plants etc. required for proper completion of the work

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

Supplying, fitting, and placing M.S/TMT bar reinforcement in foundation complete as per drawing and technical specifications Clauses 1000 and 1202

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

Plastering with cement mortar (1:4), 12 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204

Filling in foundation trenches as per drawing & technical specification clause 305.3.9

Finishing wall with water proofing cement paint of required shade New work (two or more coats applied @3.84kg/10 sqm DSR ITEM 13.44

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

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-

Construction of embankment with approved material obtained from borrow pits with a Sift upto 1.50 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause-301.5.

Laying brick soling layer on prepared sub-grade with brick on edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolling as per Technical Specification Clause 412

Supply & Fixing Sign Board

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