tender for interlocking road from fattepur chauraha to siddhnath temple - excavation in foundation in o/s(loam clay or sand) including lift upto 1.50m & lead upto 30m & including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation. (p.w.d. sch no. 251) 2 earthwork cutting & embankment in o/s excavation to be in form of regular pits not exceeding 1.0 m and 50 cm in depth and earth work in embankment to in 20cm layers including ramming and dressing the surface to required level and slops and also including 1.50 m lift and 30.0 m lead . the form cutting to be useed in making embankment or to be deposit as spoil banks with in 30m distence as directed by the engineer in charge as per si no. 253. including cartage from 5.0km . 3 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. 4 providing and laying cement concrete 1:4:8( (1 cement : 4 fine sand :8 graded brick aggregate 40 mm nominal size) including supply of all materials, labour and t & p etc required for proper completion of the work and curing complete also including cost of form work in foundation and floors. si no 281 5 m150 b/w in 1:4 cement:c sand mortar in plinth & foundation including supply of all materials labour and t&p etc. as per si no 305(b). 6 c.c. work with 1:2:4 cement : c/s: 20mm gauge s. grit. (p.w.d. sch no279(b ) 7 12 mm thick cement plaster in 1:4 cement and csand single code on fair side of single or half brick wall for interrior plastering including arises interior rpunded angles chamfers and of rounded angles not exceeding 80 mm in wirth and finished even and smooth including all comp. as per si no 584 &(583-583) 8 p/l of 80 mm thick rubber moulded reflective zig zag tiles of precast compressed cc passing minimum 30 mp compressive strength over and inc. of fine sand cussion with all comp as per directed by e.i. 9 p/l of r.c.c. work with 1:2:4 cement : c/s: 20mm gauge s. grit. (p.w.d. sch no 284) 10 mild slteel or iron in plainwork(p.w.d. sch no 504) (@1%) 11 350 mm dia hume pipe np3 12 p/f of information board and photography