Construction of Boundary Wall and RCC drain work in Jewar Bangar Gaushala Campus to main road in Village- Jewar Bangar, YEA. WC-06

Excavation in foundation in ordinary soil (loamclay or sand) including lift up to 1.5m and lead up to 30m. and including filling watering and ramming of excavated earth into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth ad directed by the Engineer in charge up to a distance of 30m. from the foundation trenches including all T&P phowarah and basket etc. complete UPPWD/SOR/251a/P-14 ( machine can not reach)

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 . UPPWD/SOR/303+(305)

M-150 brick work in 1:4 one cement and four course sand 2.20 F.M. mortar superstructure including supply of all material, labour, T&P etc. required for proper completion of the work. (UPPWD SOR /2020/305(A)

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 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 of 150 on filling joints with Local sand, (DAR-18/11.2) AR

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