Vikas Khand Mihipurwa ke Gram Panchayat Gangapur me Kamlesh Maurya ke ghar se Kali Damar Road tak interlocking road nirman karya_04

Earthwork in cutting or in embarikmentin ordinary soil excavation to be in the form or regular pits not exceeding 0.50m in depth and earthwork in embankment to be in 20 cm layers, including ramming & dressing the surface to required levels and slopes and also including lift up to 1.5 m and lead up to 30 m. The earth cutting to be used in making embankment or to be deposited as spoil banks within 30m distance as directed by the Engineer-in-charge. as per SOR No 253

Excavatiopn in foundation in ordinary soil (Loam clay, or sand including filling lift upto 1.5 metre (5fts.) and lead upto 30 m.(100 fts.) & including filling, watering and ramming of excavated earth into the trenches or into the space between 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 upto a distance of 30 M. (100) fts.) from the foundation trenches. As per SOR No 251

Granular Sub-base with well Graded Material (Table400.1) By Mix in Place Method 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 MORD Sr. No.4.1 and Technical Specification Clause 401.

Class M-150 bricks work in 1:4 in cement and coarse sand of F.M. mortar in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work as SOR No 305(b)

Providing, laying, G-3 spreading and compacting stone aggregated of specific sizes (53 mm to 22.4 mm) to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth whee roller 80-100 Kn in stages to proper grade and camber, applying and brooming, stone screening / binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 As per MORD Sr. No.4.7(3) & Technical Specification Clauses 405.

Interlocking Tiles Rubber moulded reflective Zig-Zag 80mm. Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm including fine sand as per drawings and Technical Specification Clause 1504.

P.C.C. Work in 1:2:4 Cement and C/sand & 20 mm gauge stone gritt i/c.supply of all material . Labour & t&p etc. PWD SOR 279B

Construction of subgrade and earthen shoulders with approved soil with all lifts and leads ,laying in layers ,breaking clods ,dressing to required lines,curves,grade,and sections,watering and compaction to meet 100% proctor density complete to specification requirements sr.3.3+3.5 MORD 303.1

Providing and fixing Sign. Board.(Only For Estimation Purposed)

deduction of competitive price efficincy @ 5%