Saharanpur Development Authority Tender

c) WBM Grade 3 (22.4-53mm stone ballast.) Providing laying spreading and compacting stone aggregates of specifice size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100kN in stages to proper grade and camber, applying and brooming stone screening/binding materials to fiil-up the interstices of coarse aggregate, watering and compacting to be required density grading 3 as per Technical Specification Clause 405.

Construction of un-reinforced dowel jointed at expansion and construction joint only plain Cement Concrete pavement thickness as per design over a prepared sub base in 1:1.5:3cement coarse and fine aggregates confirming to IS 383 maximum size of coarse aggregates not exceeding 25 mm mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weight batcher using approved mix design laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing) spreading by the concerete with shovels. ..................... curing of concrete slabs for 14 days, curing compound (Where specified) ............. including Cost of Polythene Sheet and Dowel bar and also including complete shifting of materials & Concrete etc complete work. New item no. 9 (Road work)

Earth work in cutting in ordinary soil dressing the surface to required levels and slopes and also including 1.50M lift and 30M lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks with in 30M distance as directed by Engineer-in-charge including cartage of 5km distance. SI. 253+231(a)

M-150 Brick work 1:3 cement & three coarse sand in foundation and plinth including supply of all materials labour, Tools & plants etc. required for proper completion of the work. SI-307.

12 mm thick plaster with cement and coarse sand of 1:4 over brick work minimum thickness not to be less then icm including suppy of all materials labour, tools and plants etc. requried for proper completion on work. SI-584(a)

Nala/Drain/Cleaning ………………. 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 in water and liquied mud and under foul condition. SI. no. 251+258(a)+258(b)

Scrapping old painted/SDBC/BM/WBM surface upto 10cm to 40cm depth including disposal of all scrapped material to a distance of 30 meters (100ft) as directed by engineer in charge. SI-772.