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| 1 | Construction of Embankment with approved material obtained from road way cutting with a lift upto 1.5 m , transporting to site , spreading,gradding to required slope and compacting to meet requirment of tables 300.1 and,300.2 as per tech classification 301.5. |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil as per SI.No. 2.8.1 |
| 3 | Concrete with 4 cm brick ballast, fine sand and cement in foundation and under floors in raito 12:6:1 S.I. 273 |
| 4 | Brick work with common brunt clay ( non modular ) brids of class -150 in foundation and plinth in cement mortor 1:4 all complete work. |
| 5 | 2.5 cm thick 1:2:4 plain cement concrete with cement approved coarse sand and 2 cm graded approved stone grit laid in panels finsihed with 3 mm floating coat of neat cement slurry . Without base concrete. i/c supply of all materials , labour, tools and plants etc. requried for proper complition of the work. |
| 6 | 12 mm thick cement plaster with cement mortar propotion of 1:4 ( 1 cement & 4 fine sand of 1.25 FM ) as per IS.No. 597c |
| 7 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method at OMC, and compacting with smooth wheel roller to achieve the desired density complete as per technical specification clause 401 |
| 8 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber applying and brooming stone screening to fill up the interstices of coarse aggregate,watering and compacting to the required density grade iii as per technical specification clause 405. |
| 9 | Provoiding and laying of Rubber moulded reflective Zig-Zag 80 mm thick tiles of precost compressed c.c. passing 30mpa compressive strength ISI marked concrete block pavements having thickness 80 mm as per technical specification clause 1504 |
| 10 | R.C.C work with with cement approved course sand and 2 cm approved stone grit in praportion of 1:1.5:3 in SLAB excluding supply of renforcement and its bending but including its fixing and binding the same with 24 B.W.G.G.I. binding wire including necessary centering and shuttering i/c all.As. per S.I. No. 283 |
| 11 | M.S. (tor steel or plain) in plain work such as Rcc or R.B. work including supply of steel & its wastage bend, hooks and authorised overlapping shall be measured and including cost of binding wire. Exculding GST. SI DSR 5.22.6 -10785*.757=8164.25 |
| 12 | P/L of information road signboard at site including all material labour etc complete |
| 13 | As per Order of Joint Secretary G.O.No.G-1877 Dated-21-02-2025 and Dierector cum-Chief Engineer U.P.RED, LucknowLetter No.801 Dated 03-03-2025 Deduction 5 % for Competative Price Efficiency Please Enable Macros to View BoQ information |
