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| 1 | Dismantling cement concrete or brick or granolithic floors including base concrete and including stacking of dismantled materials as directed by the Engineer-in-charge with in a distance of 60 meter(200 feet). S.I.No.- 697, Ch-18 |
| 2 | 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) |
| 3 | 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 |
| 4 | 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 |
| 5 | 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. |
| 6 | Providing and laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawing and Technical Specification Clause 1504. |
| 7 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. |
| 8 | 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 8 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-02) |
| 9 | 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 |
| 10 | 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 |
| 11 | Cement Concrete with 2cm. guage approved stone grit coarse sand and cement in proportion 11 of 4:2:1 including supply of all materials, labour and T&P etc. required for proper completion of work. S.I. No. 279A |
| 12 | Providing laying and fixing of 600 mm dia NP-3 Class Spigot Hume pipe |
| 13 | White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc as per technical specification clause 1915 |
| 14 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (R.C.C grade M 20) |
| 15 | Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 Please Enable Macros to View BoQ information |
