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| 1 | Cement Concrete with 4 cm gauge approved stone ballast coarse sand & cement in the proportion of 8:4:1 including supply of all materials labour tools & plants etc reguired for proper complection of the work |
| 2 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work 1:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size) |
| 3 | Centring and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc.for mass concrete. |
| 4 | Centring and shuttering including strutting, propping etc. and removal of form for: Walls (any thickness) including attached plisters, buttresses, etc |
| 5 | Reinforcement for R.C.C, work including straightening, cutting, bending, placing in position and binding all complete.up to plinth level Thermo-Mechanically Treated bars./cold twisted bars SOR-20/5.22.6 |
| 6 | Providing and laying design mix cement concrete of M-30 grade in roads/taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required laying at site, spreading and compacting mechanically by using needle and surfave vibrator, levelling to required slope/camber finishing with required texture, including steel form work with study M.S. channel section, curing, making provision construction for & contraction/expansion, longitudinal joints (10mm wide x 50 mm deep by groove cutting machine providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/tie bars to be paid separately). Note-Cement content considered in M-30 is @340 kg/cum Excess/less cement Used as per design mix is payable/ recoverable sepearately Cement concrete prepared with batch mixing machine |
| 7 | M-150 brick work in 1:4 cement and Coarse sand mortar in foundation and plinth including supply of all material, labour and tools and plants. ect. required for proper completion of work . UPPWD/SOR/303+(305) |
| 8 | Cement concrete with 2cm 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. (UPPWD/SOR-2020/279(a)) |
| 9 | 12 mm cement plaster of mix : 1:6 (1cement :6 coarse sand) (DAR/13.4.2/Based on UPPWD/SOR-2020)) |
| 10 | Earth work in cutting or embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50M in depth and earth work in embankment to be in 20cm. layers including rernming and dressing the surface to required levels and slopes and also including 1.50M lift and 30M lead. The earth from cutting to be used in making embankment or to be depoiseted as spoil banks with in 30M distance as directed by yhe Engineer incharge.Excluding Royality. Wherever applicable for small work or Abadi area. (Only for where machine can not be reach/Move) SORUPPWD/253A+231A/P-14 Please Enable Macros to View BoQ information |
