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| 1 | Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 |
| 2 | Earth worck in cutting or embankment in ordinary soil, excavation to be in the form regular pits not exceeding 0.50m in depth and earth work in embankment to be in 20cm Layers including remming and dressing the surface to required level and slope and also including 1.5M lift and 30m lead . The earth from cutting to be use in making embamkment or to be deposite as spoil banks with in 6.00 km distance as directed by the Engineer incharge.Including Royallity as S.I. No. 253(a)+231a |
| 3 | Providing concrete for Plain/reinforced concrete in open foundation comp. as per drawings and techinical specification clause 802, 803 |
| 4 | Construction Of Granular Sub Base By Providing well Graded Material Spreading In Uniform Layers With Tractor mount Grader On Prepared Surface, Mixing by Mix In Place Method Tractor With Rotavator at OMC, and Compacting With Three wheel 80-100 KN Static Roller To Achieve The Desire Density, Complete as per Clause 401. As per MORD Analysis. |
| 5 | Brick masonry work in 1:4 cement mortar in foundation complete excluding pointing and plastering, as per drawing and Technical Specification Clauses 600, 1202 & 1203 |
| 6 | Plastering with cement mortar(1:4),12 mm thick on brickwork in sub structure as per Technical Specification Clauses 613.4 & 1204 |
| 7 | 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, requisite type of screening / binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per Clause 404. Grading G-3 |
| 8 | Supply of 80 mm thick precast cement concrete I shape / Zigzag interlocking paver blocks confirming to IS Code: 15658-2006 with top layer of minimum 8mm thickness having plan dimension 200mm x(160mm+120mm) with minimum 5mm thick topping of O.P. cement, smooth high gloss finish, skid resistant, manufatured from rubber molds vibro-compression mechanism. The compressive strength of concrete paver block shall not be less than 30 Mpa (M- 30) and weight 5.00 Kg per No. directed by the Engineer-in-incharge. S.I.No. New Item (i) Grey colour |
| 9 | Providing and laying reinforced cement concrete (PCC-M20 1:2:4) in superstructure as per drawing and technical specifications Clauses 802,804,805,806,807,1202 and 1204 |
| 10 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 |
| 11 | Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level.Thermo mechanically Treated bars of grade Fe-500D or more. As per DSR-2023 S.I No. 5.22.6 |
| 12 | Supply and fixing of M.S sign board of prescribed size 1.20m *2.75 m with angle 40*40*6 mm iron angle and 1 mm thick ms iron sheet including painting and letter writing complete. As per SE RED Meerut, Sanction letter No.1108 Dated 09.10.18 Please Enable Macros to View BoQ information |
