Interlocking road construction work from Ramgopals house to Kanpur Sagar Highway in village Basora, development block Kabrai, district Mahoba.

Earth work In Cutting or in embenkment in moorum or soil mixed with kankar or gravel.excacation to be in the form of Reguler pits not exceeding 1/2 meter in depth and e/w in embankment to be in 20 cm layers including ramming and dressing the surface to required levels and slopes and also incuding 1.50 meter lifts and 30 m lead. The earth form cutting to be used in making embankment or to be deposited as soil banks within 30.00 meters distance as directed by the Engineer in Charge. PWD Schedule Item No. 253 (a)

Construction of embankment with approved material obtained from borrow pits with a lift up to 1.5 meter transporting to sites spreading grading to require slope and compaction to meet requirement of table 300.1 & 300.2 with a lead up to 1000 meter as per MORD technical specification clause 301.5 MORD sepecification 301.5(i) S.No. 3.4(Ordinary soil)

Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408.

GSB 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.

G-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 smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. (A) By Machenical Means

Provinding and laying of Rubble moulded Zig Zag Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504.

Earth work in excavation in Foundation in ordanary soil Lead up to 30 m and lift up to 1.50 m I/C all complete as per directed by Engineer in charge.SI no. 251

Sand filling in foundation for stabilization of foundation earth I/C all complete as per directed by Engineer in charge.SI no. 255

Cement concrete with 4cm (1/2'') gauge approved stone ballast, approved coarse sand. cement in the proportion 12:6:1 including supply of all materials,labour and tools and plants etc. required for proper completion of the work. As per SI No. 273

Brick work with class M-150 bricks in sand & cement mortar in proportion of 4:1in foundation and plinth I/c supply of all material ,labour ,T&P etc required for proper completion of work all complete as S.I. No. 305