tender for interlocking work on the unpaved road from rasulpur road in anola harijan basti under ramrepur yard via keshavs ms 28/85 c via sant ravidas temple to maya devis house s 28/85 e. - earthwork in cutting or in embankment in ordinary soil excavationpits not exceeding 1/2 meter (20) in depth and earth work in enbankment to be in 20cm (8) layers, including ramming and dressing the surface to required levels and slopes and also including 1.5m (5) lift and 30m (100) lead. the earth form cutting to be used in making embankent or to be deposited as spoil banks within 30m (100) distance as directed by the e/i. i/c compaction in layer by road roller s.i.no-253 cartege of 8km 2 earthwork in excavation of foundation in ordinary soil including lift upto 1.50 m and lead upto 30 m , and inculiding filling ,watring and ramming of excavated earth in the space between building and the sides of foundation trenches or into the plinty and removal and disposal surplus warth as directed by engineer -in-charge upto a sistance of 30 m from the foundation trenches as per si no.251 3 cement concrente with 40 mm stone ballast, approved coarse sand of cement in propotion 1:6:12 including supply of all material, labour, t&p etc required for proper completion of work as per si no .273 4 class -150 sub class a brick / flyash work in 1:4 with cement and approved fine sand of 1.25 f.m. mortor in foundation and upto plinth including supply of all materials, labour and t&p etc compelte as per si no .305 5 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. (grading-1 material) 6 providing , laying spreading and compacting stone agrigatesof specificsizes to water bound macadam specificationincluding spreading in uniform thickness , handpacking ,rolling ,with three wheel 80-100 kn static rollar in stage of proper grade and camber , applying and brooming stone screening /binding material to fill up the interstices of coarse aggrigates ,watring and compacting to the required density grading -3 as per technical sprcification clause 405. by manual means 7 providing and laying of interlocking concrete block pavements having thickness 80 mm as per drawings and technical specification clause 1504. as per analysis. 8 red 9 12 mm cement plaster (1 cement:4 sand)of 1.25 fineness modulusm mortar in 1:4 ofapproved fine sand minimum thickness not be less than 10mm including supply of all materials,labour and t&p etc. required for proper completion of the work 10 supply and fixing of fsrc precost rcc medium duty man hole cover with fram of size(600x600x75mm) rate aproved by se red vns 11 construction of brick masonry road gali chamber 50x50x60cm with 1:4 cement and coarse sand brick work including 500x450mm precaste horizontal griting as per dsr 19.27.1 rate rate=595789x0.735=4379.05 each 12 supply and fixing of pvc pipe 110 mm diaisi markfor drainage si no.23(31) sor 2020 p.no. 10 rate=225x1.1=247.50 13 supply and informatory m.s. sign board size 1.2x0.90meter made of 18mm gauge m.s sheet fic isa 40x40x6mm fromsupport in back side by 40x5mm flat iron on all four side along with to vertical post of 2.90mtr diagonal bracing of size 40x5mm flat iron electrically welded and painted with one coat red oxide primer and 2coat superier quality enamel paint with lettering work of required specified information also l/c fixing in trech both side c.c 1:2:4 size 0.45x0.45x0.50m required for proper complation of work reference specification s.i no. 502