Providing and Laying Interlocking Tiles and Drain from Shashikant Som s House to Main Jhajhar Road and Pratap House to Kutvaya Road YEA WC-06

Providing and Laying in Position cement concrete with 4cm gauge approved stone ballast coarse sand and cement in the proportion of 8:4:1 including supply of all material labour tools and plants etc required for all completion of work (item code 5.4.3)

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 :4 Coarse 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) UPPWD SOR/279(a)/P-17

Providing and laying design mix cement concrete of M-30 gradee, in roads/taxi track/ runways, usding cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nonimal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/tie bars whereever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/camber, finishinh with required texture, including steel from work with sturdy M.S channel sections , curing, making provision for contraction/expansion, constuction & longitudinal joints (10 mm widex 50mm 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 seprately). Note: Cement content considered in M-30 is @ 340/cum. Excess/less cement used as per design mix is payable/recoverable separately. 16.43.1 Cement` concrete prepared with batch mixing machine.

12 mm cement plaster of mix: 1:6 (1 cement: 6 fine sand) (DAR/13.4.2/UPPWDSOR 2020)

supply of good earth in embankment in ordinary soil embankment to be done in 20 cm layers breacking clods, watering, rolling each layer by 1/2 T wooden or steel rammer, rolling every third and top most layer of roller 8 tonne and including ramming, dressing the surface of required levels and slops and including 1.50 mtr. lift and all lead (earth shall be brought from a place which is beyond Noida area) including cartage of earth by mechnically transport and T&P etc required for proper completion of work. (earth shall be arranged by the contractor at his own cost.) (UPPWD SOR 2020)