GRAM KOTWALPUR ME MUKHYA MARG SE SUBHASH KE KHET TAK NALI AVM INTERLOCKING KARYA

Excavation in foundation in ordinary soil (Loam clay or sand ) including lift upto 1.50M and lead upto 30M,and 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-incharge upto a distance of 30M from the foundation trenches. S.I.No. 251(a)

Earth work in embankment ordinary soil excavation to be inthe form of regular pits not exceeding 0.50 Min depth and earh work in embankment to be in 20 cm layer including lift upto 1.50 M and 30 M lead. excluding Royallity. S.I.No. 253(a) Lead 6.00Km

M-150 Brick work with 1:4 cement &coarse sand mortor in foundation and plingth including supply of all material, labour t&p etc . required for proper completion of work . as per S.I. No-305 (a).

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 vibratory roller to achieve the desired den

Supply and Laying of 80 mm thick precast cement I-shaped or zigzag interlocking paver blocks with top layer of minimum 8 mm thickness having plan dimension 200x(160+120)mm of O.P Cement, . S.I.No. 20.17 New Item(i)

Providing and laying of cement concrete with 1:2:4 cement, coarse sand and 20 mm stone grit including all material labour and T&P complete. Required for proper completion of work. as S.I. no.279 (a)

Supply and fixing of M.S sign board.of prescribed size 1.20m *2.75 m with angle 40*40*6 mm iron angle and 1 mm thick ms iron sheet including painting and letter writing complete.

DEDUCTION 5% Competitive price efficency

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