tender for providing and laying of distribution pipe line at sector-1 zone-7 in,greater noida. - excavation in foundation in ordinary soil (loam clay or sand ) including lift upto 1.50 m and lead upto 30 m and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation tranches or into the plinth and removal and disposal of surplus earth as directed by the engineer in charge upto a distance of 30 m from the foundation tranches sor-20/251(a) 3 all kinds of soil 4 providing and laying s&s centrifugally cast (spun) / ductile iron pipes conforming to is : 8329: (dsr code: 18.72) (based on dsr-2018 & latest material/labour rate of uppwd bulandshahr)analysis rate as per nsi. noida approved -p-1068 5 300 mm dia ductile iron class k-7 pipes.dsr-18/18.72.5 6 providing and fixing c.i. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) :(rate as per nsi) 7 300mm dia sluice valve (kirlosker/ivc make) 1066 8 100mm dia sluice valve (kirlosker/ivc make) 1067 9 providing and laying s&s cl. standard specials such as tees, bends, collars, tapers, caps etc., suitable for flanged jointing as per is :1538: up to 300 mm dia. dar-18/18.66.1 10 providing and fixing bolts and nuts 16 mm dia 65 mm longdar-18/19571065 11 supply and installation of required size steel pipe 10mm thick conforming to is 3589 through trenchless excavation of thrust pit and reciving pit required size and the excavation & filling back & compaction complete as per specification for road crossing by auger boring method. pipe will be installed at depth beyond 3m below the ground surface in downward required slope. nsi 12 300mm dia 1064 13 constructing masonry chamber 60x60x75 cm, inside in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with c.i. surface box 100 mm. top diameter 160 bottom diameter and 180 mm deep ( inside) with chained lid and rcc top slab 1:2:4 mix (1 cement : 2 coarse sand : 4graded stone aggregate 20 mm nominal size) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand:10graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design : dsr -18/18.33 14 with common burnt clay f.p.s.(non modular) bricks of class designation 7.5dsr-18/18.33.1 15 cement concrete with 2 cm gauge approved stone ballast, coarse sand & cement in the proportion of 4:2:1 including supply of all materials, labour, tools & plants etc. required for proper completion of the work.sor-20/279(a)/5.07 16 steel reinforcement for r.c.c. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. thermo mechanically treated bars of grade fe-500d or more. dsr-18/5.22.6 17 ci double acting air valve of approved quality with bolts nuts rubber in sertions etc. complete (the tail pieces, tapers etc. if required will bepaid seprately): 100mm diadsr-18/18.59.3 18 gst and labour cess @1%extra as per applicable