Balance interlocking tiles and const of R.C.C. Drain at village- Gadana 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)

Centring and shuttering incl. strutting, propping etc. and removal of form for all heights :Column pillars piers abutments posts and struts (DAR/5.9.6/ UPPWD SOR 2020)

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)

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)