Under District Ambedkarnagar, Construction of interlocking road from Sandeep Singh house towards Telia Bagh in Gram Panchayat Patauna, Lot No 2

Work

Earth work in cutting or in embankment in ordinary soil, excavation to be in the form of regular pit not exceeding 1/2 metre (20'') in depth and earthwork in embankment to be 20 cm (8'') layers including ramming and dressing the surface to required levels and slopes and also including 1.5 mts lead. The earth form cutting to be used in making embankment or to be desposited on spoil banks withen 30 m. (100 ft.) distance as directed by the Engineer-in-charge As per S.I. No 253

E/w in exavation in foundation in ordinary soil for drain from hous of fool chand towards cainalls including lead up to 50m and lift up to 1.50m cartage of one km. as per S.I.N0 251.

C.C. in 1:6:12 with cement, fine sand and 40 mm gauge brick ballast including 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)

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, 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 of hume Pipe 350mm