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| 1 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading. grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (For Carted Earth) |
| 2 | Construction of Granular Sub Base by providing Well graded material, spreading in uniform layers with Motor grader/Tractor mounted appropriate equipment on prepared surface, mixing by mix in place method with Rotavator at OMC and compacting with Smooth wheel roller to achieve the desired density complete as per Technical Specification Clouse 401 |
| 3 | Providing, laying, spreading and compacting Stone aggregates of specific sizes to Water Bound Macadam (WBM-G-III) specification incl spreading in uniform thickness, hand packing, rolling with three wheel 80-100kN static roller in stage to proper grade and camber, applying and brooming, crushable screening to fill up the interstices of coarse aggregate, watering and compacting tothe required density Grading 3 as per Technical Specification Clause 405. G-III |
| 4 | Construction of information piller in brick work with Black Granite stone(2x3) size with B/W in 1:4 in 1.40m.wide wall, 23 to 35 cm thickness & 1.50m. Height above G.L. with plaster in 1:4 as per drawing attached I/C digging & painting of letters,snowcem two coats & I/C all materials, Labour &T&P etc. Complete. |
| 5 | Providing and laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawing and Technical Specification Clause 1504. |
| 6 | Excavation in foundation by manual means in ordinary soil (Loam, clay or sand) including lift upto 1.50 M, and lead upto 30 M and including filling watering and ramming of excavated earth into the trenches or into the space betwene the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by trenches S.I.No. 251 Ch-04 |
| 7 | Concrete with 4cm. Guage Stone ballast fine sand of 2.20 F:M. and cement in proportion of 12:6:1 in foundation, Sub base and under floors including supply of all meterials, labour and T&P etc. required for proper completion of work.S.I.No 281(a)+New(Rate As per S.O.R.-Rampur Circle). (Rate sanction As Per S.E. Moradabad Letter No 613/29-09-2025, Item No-021 |
| 8 | M-150 brick work in 1:4 (one cement and Four coarse sand of 1.25 F.M.mortar) in foundation and plinth including supply of all meterials, labour and T&P etc. required for proper completion of work. S.I. No. 305 |
| 9 | 12 MM thick Plaster with one part of cement and four part of approved corse sand mortar 2.25 fm over brick work including supply of all marerial labour taxes T&P etc. Required for proper completion of the work S.I.no. 584 |
| 10 | Cement Concrete with 2cm. guage approved stone grit coarse sand and cement in proportion of 4:2:1 including supply of all materials, labour and T&P etc. required for proper completion of work. S.I. No. 279A |
| 11 | Providing laying and fixing of 600 mm dia NP-3 Class Spigot Hume pipe |
| 12 | White washing Three coat incluing supply of all materials, labour and T&P etc.required for proper completion of the work.S.I.No.673 CH-16 |
| 13 | plain/reinforcefd cement concrete in super sturcturre complete as per drawing and technical specification Clauses 802,804,805,806,807,1202ans1204 (M-15) |
| 14 | Supply and fixing and placing HYSD bar reinforcement (Fe 415 )in super sturcture complete as per drawing and technical specification Clauses 1002,1005,1010 &1202. Please Enable Macros to View BoQ information |
