Block-Chittaura G.P. Deeha me Unnati Prerna Mahila Laghu Udyog Factory se Durga Pooja Sthal ke paas damar road tak C.C. road evam nali nirman karya_02

E/W in Exavation in foundation in ordinary soil As Per S.I. No. 251.

P/L cement concrete 1:6:12 (cement : fine sand : 40mm nominal gauge brick ballast ) i/c supply of all material , labour and T&P required for proper completion of work as per P.W.D. Shedule 273

Ist Class B/W 1:4 Cement, C/ Sand Mortar As per S.I. No. 305(b)

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

WBM Grading 3 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, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.

P/L 125 Micron thick polythene sheet as per PWD chapter no 1 SI No 11

P.C.C. work in 1:2:4 in Cement C/sand & 20 mm guage stone grit as per S. I. No. 279

R.C.C. work in 1:2:4 in Cement C/sand & 20 mm guage stone grit as per S. I. No. 284

M.S.or Iron in plain work such as reinforced concret or brick work As per DSR

12 mm thick cement plaster with 1:3 cement and coarse sand As per SI No 583

S/F of Sign Board at site

deduction of competitive price efficincy @ 5%

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