Construction of RCC Drain Interlocking tiles in Village-Neemka Shahjahanpur, YEA WC-06

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 Sq.M on plan) including dressing of sides and ramming ob bottoms, lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, withen a lead of 50m. Depth From 0.0 to 1.5 M below G.L.

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

M-150 brick work in 1:4 cement and coarse sand of ( 2.2 fineness modulous) mortar in foundation and plinth including supply of all material, labour and tools and plants. ect. required for proper completion of work .

concrete with 2cm Guage Stone grit , Coarse Sand& Cement in the proportion of 4:2:1 including Supply of all material, Labour, Tools & Plants etc required for Proper completion of the work. UPPWD/SOR/279a/P-17

Providing & laying 80mm thick I.S.I mark factory made cement concrete interlocking paver block made by block making machine with strong vibratory compaction of approved size , degine , shape , laid in required color and pattern over and including average 50mm thick compacted bed coarse sand and filling the joints with fine sand all complete as per direction of Engineer-in-charge with conforming to IS-15658 and IRC:SP:63

Grangular Sub-BASE with Coarse Graded Material(400-1) A.Plant Mix Method. construction of grnular sub- base by providing close graded material ,mixing in mechanical mix plant at OMC Carriage of mixed material to work at site spreading uniform layers with motor grader on prepared sursace and compacting with vibrator rollar to achieve the desired density,complete as per clause 401 for grade-I MATERIAL

12 mm cement plaster finished with a floating coat of neat cement of mix:1:6 (1 cement: 6 coarse sand) UP PWD SOR 2020/DAR-18/13.4.2

Dry brick on edge flooring in required pattern with bricks of class designation 150 on a bed of earth including filling compressed, with M-150 bricks. (DAR/11.2/AR/YEIDA/Based on UPPWD/SOR-2020)

Earth work in rough excavation , banking excavaated earth in layers not exceeding 20 cm in depth, breaking clods watering, rolling each layer with 1/2 tonnes roller or wooden or steel rammer and rolling every 3rd and top most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, all leads as per ( A.R. ) For all kind of soil. Construction of embankment with approved material obtained from borrow pits with all lift and leads transporting to site spreading ,grading to required slope and compacting to meet requirement of table 300-2 up to 5 km Morth 2019/3.16/305

Reinforced cement concrete work in walls (any thickness), including attached piLasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up to floor five level excluding cost of centering, shutterin 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) UP PWD SOR 2020 /DAR-18/5.2.2

Centering and shuttering including strutting, propping etc. and removal of form for:Foundations, footings, bases of columns, etc. for mass concrete.UP PWD SOR 2020 /DAR-18/5.9.1

Suspended floors, roofs, landings, balconies and access platform.UP PWD SOR 2020/DAR-18/ 5.9.3

Edges of slabs and breaks in floors and walls.Under 20 cm wide UP PWD SOR 2020 /DAR-18/5.9.16.1

Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.UP PWD SOR 2020/DAR-18/ 5.9.2

Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.Cold twisted bars UP PWD SOR 2020/DAR- 18 / 5.22.6UP PWD SOR 2020/DAR- 18 / 5.22.6

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