tender for cc road construction work from shyamlal yadavs house to sahab lal yadavs house in ward no. 11. - excavation in foundation in ordinary soil (loamclay or sand) including lift up to 1.5m and lead up to 30m. and including filling watering and ramming of excavated earth into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth up to a distance of 30m. from the foundation trenches including all t&p. sl no. 251 2 providing and laying in cement concrete 1:6:12 (1cement:6 find sand : 12 graded brick ballast 40mm nominal size) and curing complete, including cost of formwork in foundation and floors. si no- 273 3 m-150 brick work in 1:4 cement and coarse sand mortar in foundation and plinth including supply ofall material, labour and tools and plants. ect. required for proper complection of work. si no. 305b 4 providing 12mmthik 1:3 plaster with cement and coarse sand mortar si no 583 5 earth work in cutting or in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50m in depth & earth work in embankment to be in 20cm. layers including ramming & dressing the surface to required levels & slops & also i/c 1.50m. lift &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 the engineer in charge. si no 253(a) 6 constructin of granular sub base by providing coarse graded material spreading in uniform layers with motor grader on perpared surface. mising by nix in place method with rotavator at omc and conpacting with roller to achive desired density, complete as per clause 401 7 construction of un-reinforced, dowel jointed at expansinon and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2 m 30 (grade), coarse and fine aggregates conforming to is:383, maximum size of coarse aggregate not exceeding 25mm, mixed in a concrete mixer of not less than 0.20 cum capacity and appropriate weight batcher using approved mix, design, laid in approved fixed side formwork steel channed, laying and fixing of 125 micron thick polythene film, wedges, steel plates includign levelling the formwork as per drawing spreading the concerste with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continous opreaton including provision of contraction and expansion, constructionm joints, applying dedonding strips, primer, sealent, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14 days, 8 providing and laying p.c.c. 1:2:4 cement concrete with cement, coarse sand and 20mm stone ballast in the base si no 279b 9 disposal of mud/malaba out side of munciple limit including all complete. 10 supply and laying 350mm dia hume pipe incluyding all charges all complete 11 construction of padustrial board of size 1.20x0.75m all complete.