05 - Muzaffarnagar mai roorkee road par ssk public school ke avm rajyog hall ke barabar mai school gate se rajyog banquet hall ke pichle gate tak CC road ve RCC nali nirman kariya.

Earthwork in surface excavation not exeeding 30 cm in depth but exeeding 1.5 m in width cutting or in embankment in all kind of soil excavation S.I.No.2.1/DSR/2023 (129.85*95% x 0.7281=89.82)

1:5:10 (1 Cement : 5 Coarse Sand (zone III) : 10 aggregate) S.I. No. 4.1.10/DSR/2023 (6518*95% X 0.7281=4508.47)

P/L RCC with cement concrete 1:1.5:3 (1 Cement : 1.5 Coarse Sand (zone III) : 3 graded aggregate nominal size 20 mm) upto plinth level S.I. No. 5.1.2/DSR/2023 (9045.75*95% X 0.7281=6256.90)

P/L RCC with cement concrete 1:1.5:3 (1 Cement : 1.5 Coarse Sand (zone III) : 3 graded aggregate nominal size 20 mm) upto plinth level S.I. No. 5.1.2/DSR/2023 (9045.75*95% X 0.7281=6256.90)

Centring & shuttering foundation, footings & base of columns etc. S.I. No. 5.9.1/DSR/2023 (392.15*95% X 0.7281=271.25)

Steel reinforcement of RCC work including streighteing, cutting, bending, placing in position & binding all complete upto plinth level. Thermo mechanically treated bars of grade Fe 500D or more. S.I. No. 5.22.6/DSR/2023 {(107.85*0.7281) x 95%=74.60}

Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer- in-Charge. With material conforming to Grade-II (size range 53mm to 0.075mm) having CBR Value-25 S.I. No. 16.78.2/DSR/2023 {(2924.85*0.7281) x 95%=2023.10}

Cement concrete with 2cm gauge approved stone grit, coarse sand & cement in proportion of 1:1.5:3 in cc pavement (1 cement : 1.5 coarse sand : 3 stone grit) & laying of 125 micron thick polythene film including hassen cloth of 14 days curing. As per New item 9 of chapter 20.

Providing and applying 2.5mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, drivenbyexperiencedoperatoronroadsurfaceincludingcostofmaterial, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. S.I. No. 16.62/DSR/2023 {(747.80*0.7281) x 95%=517.25}

S/F of sign Marble board (A.R.)