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| 1 | Clearing and Grubbing Road LandClearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees having girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.PWD, SOR, R&B, 25.03.22 I/2.2, P/15 |
| 2 | Excavation for structures ( Earth work in excavation of foundation of structures as perdrawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom andbackfilling with approved material). as per relevant clauses of section 300 & 2100PWD, SOR, R&B, 25.03.22 I/12.1, P/77by mechanical means1. Ordinary soil |
| 3 | 5.Marshy soil |
| 4 | Add extra as follows in the rates of theabove items if dewatering is resorted to a) up to 3 Meters depthPWD, SOR, R&B, 25.03.22 I/12.2.a, P/77Ordinary Soil |
| 5 | Marshy Soil |
| 6 | Dismantling of Cement Concrete PavementDismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling Serviceable material at designated locations and disposal of unserviceable materials up to a lead of 1000 metres,PWD, SOR, R&B, 25.03.22 I/2.5, P/16 |
| 7 | Crusher Run Macadam Sub Base/Base CourseProviding crushed stone aggregate, depositing on a prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a vibratory roller as per clause 410 to form a layer of sub-base/Base in accordance to Table No. 400-14, 400-15 and as per clause of section 407 of specifications.(i)for 53 mm Maximum SizePWD, SOR, R&B, 25.03.22 I/4.12(i), P/25 |
| 8 | Providing and laying plain cement concrete in open foundation including form work shuttering etc. complete as per drawing and technical specifications and as per relevant clauses ofsections 1500,1700 and 2100 with.PWD, SOR, R&B, 25.03.22 I/12.6, P/77(A) PCC Grade M-15 |
| 9 | (C) RCC Grade M-20 For Raft |
| 10 | (C) RCC Grade M-20 For Wall |
| 11 | Supplying, filling and placing un-coated HYSD Bar reinforcement in sub structure complete as per drawing and technical specifications and as per relevant clause of section 1600, FE 500PWD, SOR, R&B, 25.03.22 I/12.30, P/80 |
| 12 | Prov. Weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100mm dia AC/PVC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing foce. Complete as drawing and Technical specifications@ 2m c/cPWD, SOR, R&B, 25.03.22 I/13.9, P/83 |
| 13 | Laying Reinforced Cement Concrete Pipe NP4/prestrssed concrete pipe onfirst class bedding in single row.(Providing and Laying Reinforced cement concrete pipe NP4/prestrssed concrete pipeforculvertsonfirstclassbeddingofgranularmaterial(costofbedding included) in single row including fixing collar with cement mortar 1:2 but excluding excavation,protectionworks, backfilling,concreteandmasonry works in head walls and parapets.) PWD, SOR, R&B, 25.03.22 I/9.2, P/62A- 1000mm dia |
| 14 | A- 1200mm dia |
| 15 | Deduction for not providingthe first class bedding (in case sand is available in the bed or the concrete craddle is provided as per item 9.6 above) in item No.9.2PWD, SOR, R&B, 25.03.22 I/9.7, P/62A- 1000 mm diaB- 1200 mm dia |
| 16 | Providing and laying Plain/Reinforced cement concrete in open foundation including form work shuttering etc. complete as per drawing and technical specifications and as per relevant clauses ofsections 1500,1700 and 2100 with. (B) PCC Grade M20PWD, SOR, R&B, 25.03.22 I/12.6, P/77 |
