Construction of RCC Road from Devender home to Temple and C.C. Road to Shamshan Ghat at Village-Hajipur, YEA WC-06

Excavation in foundation in ordinary soil (loam,clay or sand )including lift upto 1.50m and lead up to 30 m & including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the engineers in change upto a distance of 30m from the foundation trenches (4.1.1)

Cement concrete with 4cm Guage Approved Stone ballast , Coarse Sand& Cement in the proportion of 8:4:1 including Supply of all material, Labour, Tools & Plants etc required for Proper completion of the work. UPPWD/SOR/281/P-17

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement -All work up to plinth level: 1:1.5:3 (1 cement: 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size). (DAR/5.1.2/Based on UPPWD/SOR-2020))

Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns, etc. for mass

Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete

Centering and shuttering including strutting, propping etc. and removal of form for: Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.

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

B/W with bricks of class 150 in foundation & plinth in CM 1:4 (Based on UP PWD SOR 2020) Cement mortar 1:4 (1cement :4Coarse sand)

Cement concrete with 4cm based approved stone ballast coarse sand and cement in the proportion of 4:2:1 including supply of all material labour tools and plants etc required for all completion of work (item code 5.06) 1:2:4 (1cement:2coarse sand: 4 graded stone aggregate 20mm nominal size)

12 mm cement plaster of mix: 1:6 (1 cement : 6 coarse sand)

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