Under District Ambedkarnagar, Construction of Interlocking Road from Ram Aghaya house to Surendra Yadav house in village Sarfuddinpur, Lot No 5

Work

Earth Work Cutting or in Embankment in ordinary soil lead up to 30m lift up to 1.5m including cartage of earth from 1 km. As per S.I. No 253

E/W in excavation in foundation in ordinary soil including lift 1.50 mtr and lead up to 30 mtr and including filling watering ramming of excavated earth into the trenches or into the space of between the building and side the foundation trench or into the plinth and removal and disposal of surplus earth as per direction by E/I as per S.I. No. 251

Providing and laying of 10 cm thick cement concrete in 1:6:12 with cement, fine sand and 40 mm gauge O.B.B. including supply of all materials, labour and T&P etc complete. As per S.I. No 273.

M150 class B/W in 1:4 with cement & coarse 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(b))

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.

Supply and laying of 80 mm thick Zig-Zag shaped Rubber mould mechanically compressed inter locking cement concrete paver block manufactured by high pressure and controlled vibration machine having plan dimension 200x(160+120)mm with minimum 5 mm thick topping of O.P. cement. Mixed with 25% marble powder. The compressive strength of concrete pavers block shall not be less than 30 MPa and 4.5 kg/N0 Including cost of bedding sand and joint filling with sand all materials, labour and T&P etc. required for proper completion of work. including U..P.VAT. As per Chapter 20 miscellaneous N.S.

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.

Provision of inauguration or Opening project including diging foundation layig c,c, in 1:6:12 as per S.I.No 273, brick work in 1:4 with S.I. No 305a, plaster in 1:4 with S.I. No 584. and snowcem S.I. No 660 including fixing 60x75 cm sixe 20 mm thick granite stone with digged letter including cost of polishing complete in sll respect.