Under District Ambedkarnagar, Construction of Interlocking Road from main Road to Amar Pratap Singh house in Gram Sabha Hridaypur, Lot No 2

Work

E/w in cutting or in Embankment in ordinary soil including lead up to 50m and lift up to 1.50m as per S.I.N0 253.

E/w in exavation in foundation in ordinary soil including lead up to 50m and lift up to 1.50m cartage of one km. as per S.I.N0 251.

Concrete with 40mm gauge B/ballast,F.Sand (1.25 FM) & Cement With(1:6:12)including supply of all material labour and T&P etc requirtement for complition of work as per SI no. 273

M150 class B/W in 1:4 with cement & Fine sand of fineness modulus 1.25 in foundation & up to plinth including supply of all materials, labour and T&P etc. required for proper completion of the work. As per S.I.No. 305(a)

Construction of granular sub-base (grading-1) 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, 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.

Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504.

2.5 cm. thick damp proof course with cement and approved coarse sand 1:2 with and including water proofing materials as ordered by engineer -in -charge in the proportion as specified by the manufacturers,including supply of all materials ,labour and T&P etc.as si no 360

Supply and fixing of informatory M.S. sighn board size 1.20x0.90 mtr made of 18 gauge M.S. sheet in ISA 40x40x5 mm fraim supported in back side of 40x5 mm flat iron or on all of 2.15 mm with 150 mm long horizontal log (hold fast) at bottem braced with 40x5 mm flat iron 1.98 meter long electrically welded and painted with one coat primer. as S.I.No 503.