Laying of Missing Sewer Line in Ganga Nagar And Rakshapuram meerut .

DSR/23/2.10.1.3 - Excavating trenches by mechinical / manual means of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m: Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm (0.7418 X 549.75 - 407.80)

DSR-2023/item no. 2.20.1 - Open timbering in trenches including strutting and shoring complete (measurements to be taken of the face area timbered): Depth not exceeding 1.5 m - (0.7418x72.05))

DSR Code 2.20.2 - Open timbering in trenches including strutting and shoring complete (measurements to be taken of the face area timbered): Depth exceeding1.5 m but not exceeding 3 m - (0.7418x81.60)

DSR-23, 4.1.8 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources(6812x0.7418 - 5053.14)

DSR/23/19.6.3 - Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 250 mm dia.RCC. pipe. 0 to 1.5 (0.7418x899.80 = 667.47)

DSR/23/ 19.6.4 - Providing and laying non-pressure NP2 class R.C.C.pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 300 MM Dia R.C.C PIPE (994.3 X 0.7418 - 737.57)

DSR/23/19.6.5 - Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete: - 450 mm dia. R.C.C. pipe (0.7418 X 1620.95 - 1202.42)

(AR) - Construction of brick masonary Slab Type manhole having internal size 0.90Mx1.20M and depth 1.50M below as per design & drawing including excavation, 22.5 cm thick cement concrete in 8:4 1 graded brick ballast 40 mm nominal size, coarse sand and cement, brick work in 1:5 cement and coarse sand,quinet in 1:2:4 cemen, coarse sand and 2cm gauge approved stone grit and 12 mm thick plinth plaster 1:3 cement & coarce sand mortor. Including supply and fixing of F.C. manhole cover F.C. foot step complete as per type of design. including supply of all materials laour T & Petc. required for proper completion of the work. Analysed

(AR) - Same as above Item No-6 but for regulating shaft manhole size 1.00M depth. Analysed