Tender For Ward No. 01 Mo. Nehru Nagar Malipur Main Road From Rajarams House Via Sitarams House To Harishankars House, Soil Leveling Interlocking Road And Drain Construction Work - Earth Work In Cutting Or Embankment In Ordinary Soil. Excavition To Be , akbarpur-Uttar Pradesh

Tender For Ward No. 01 Mo. Nehru Nagar Malipur Main Road From Rajarams House Via Sitarams House To Harishankars House, Soil Leveling Interlocking Road And Drain Construction Work - Earth Work in cutting or embankment in ordinary soil. Excavition 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 encluding ramming and dressing the surface to required levels and slopes and also including 1.5 mts lead. The earth from cutting to be used in making embankment or to be desposited on spoil banks within 30 m (100 ft) distance as directed by the engineer-in-charge Excluding Royalty Cartage 5 Km. 2 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 rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per Technical Specification Clause 401. 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding material to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. 4 Supply and laying of 80 mm thick rubber mould machanically comprassed interlocking cement concrete paver block manufactured by high pressure & controlled vibration machine having plan dimention 200x(160+120mm) with minimum 5mm thick toping of O.P. cement mixed 25% marble powder . The compressive strength of concrete paver blocks shall not be less than 30Mpa & 4.5Kg/no . including cost of bedding sand and joint filling with sand all material, labour T&P etc . Required for proper completion of work as directed by Engineer-in-charge As per PWD-Ch 20 Sr no 8 5 Earth work in excavation in foundation in ordinary soil i/c lift upto 1.50 mtr. & lead upto 50.00 mtr and dressing of sides and ramming of bottom and disposal of surplus excavated earth as directed bu the E/I within a distance of 50 m. (as per SI No. 251) 6 Providing and laying in cement concrete 1:3:6 (1cement:3 coarse sand:6graded Stone ballastaggregate 20 mm nominal size) and curing complete, including cost of form work in foundation and floors As per PWD-279A 7 First class brick work in 1:4 cement and Course sand mortar complete in all respect. As per PWD-305b 8 Providing & laying of plain cement concrete 1:2:4 (one cement and 2 coarse sand and four 20 mm stone grit) with curing for proper completion of the work As per PWD-279b 9 R.C.C work with cement approved course sand and 2 cm {3/4) gauge approved stone ballast in the proportion of 1:2:4 in lintels of doors and windows excluding supply of reinforcement and its bending but including its fixing and bending the same with 24 B.W.G. G.I. binding wire and including neccessary centering and shuttering etc. and also including supply of all materials,labours and T & P etc. required for proper completion of the work. Binding wire cost being included in the item. 10 Mild steel or iron in plainworksuch as reinforced concrete or reinforced brick work (when not included inan over all rates)wrought to required shape as necessaryincluding bending for proper completion of the work and including supply of all steel and wastages and over lapping and hookes.

INR 4100 /-

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