in ward 3 shekhpur pashchimi interlocking footpath from yatri shed to sitapur eye hospital

Construction of Interlocking patre work

Earth work in cutting or in embankment in ordinary soil, excavtion to be in the form of regular pits not exceeding 0.50 mtr. In depth and earth work in embankment to be in 20 cm. Layers, including ramming and dressing the surface to required levels and slops and also including 1.5 meter lift and 30 meter lead the earth from cutting to be used in making embankment or to be deposited as spoil bank within 30 meter distance as directed by Engineer incharge.with 5.0.km cortege As per DSR 2.25(a)

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1 :4 (1 cement : 4 coarse sand) dsr-2023 6.1.1

1 :2:4 (1 Cement : 2 coarse sand (zone-Ill) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)).DSR 4.2.3

12 mm cement plaster of mix 1:4 (1 cement: 4 fine sand) dsr-2023 13.1.1

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.

Providing and laying zig-zag rubber moulded interlocking Concrete Block Pavement having thickness 80 mm thick as per drawing and Technical Specification Clause 1500 of MORD Specification.

Supply and fixing of Inaugration stone signe Board

Cost of Photos High Quality Resolution with GPS Coordinate of site before start of work, work onging and after completion of work etc….complete