Vikas Khand Mihipurwa ke Gram Sabha Kurwa ke Jairampurwa me Chhavilal ke ghar se Shyamta ke ghar tak inetrlocking road nirman karya_05

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 & shoulders with approved material obtained from available land as permitted and approved by Engineer-in-charge and as per technical specification clause 301.3.4.1 with all lifts and leads, spreading grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 As per MORD Technical Specification Clause 301.5. (Patri)

Construction of NP-3 Hume Pipe Culvert complete work. ©Hume Pipe1X 1000 mm dia 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. 251

Providing concrete for plain/reinforced concrete M-10(1:3:6) with cement, coarse sand and stone ballast 40mm in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 As per SOR SI No.280