Balance interlocking tiles and const Of R.C.C. Drain at village - Jaitpur 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) Depth from 0.00 to 1.50 m below

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)

Centring and shuttering incl. strutting, propping etc. and removal of form for all heights :Foundations, footings, bases of columns, etc. for mass concrete. (DAR/5.9.1/UPPWDSOR 2020)

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

Providing and Laying in position specified grade of reinforced cement concrete, excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level: (Cast in Situ) 1:1.5:3 (1 Cement: 1.5 coarse sand: 3 graded stone aggregate 20mm nominal size). (DAR/5.1.2/ UPPWDSOR 2020)

Steel Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Cold twisted bars. (DAR/5.22.1 / UPPWD SOR 2020)

Dry brick on edge flooring in required pattern with bricks of class designation 15.0 on a bed including filling joints with sand with common burnt clay non modular bricks (DAR/11.2/AR/YEIDA)

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)