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| 1 | Earth work in cutting or in embankment in ordinary soil excavation to be in the form of a regular pits not exceeding 0.50m in depth and earth work in embankment to be in 20cm layers including ramming and dressing the surface to required levels and slopes and also including 1.5 m lift and 30m lead. The earth in form of cutting (b) to be used as spoil banks within 50m distance as directed by the Engineer-in-Charge. (Cartage Earth upto 1.00 km. lead) Excluding GST |
| 2 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN 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 Grading 3 as per Technical Specification Clause 405. Excluding GST |
| 3 | Construction of un-reinforced, dowel jointed at expansion and construction joint only plain cement concrete pavement thickness as per drawing over a prepared sub base with 43 grade cement as per claus 1501.2.2 M 30 (grade) coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixture of not less then 0.20cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed site form work (steel channel laying and fixing of 125 micorn thick polythine film wedges steel plates including leveling the form work as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate viobrators and finished in countinous operations including provision of contraction and expansion, construction joints applying primer sealent, dowel bars and construction joint, admixtures as approved curing of concrete slab for 14 days curing compound (where specified) and water finishing to ines and grade as per drawing and technical specification clause 1501. Excluding GST |
| 4 | Excavation in foundation in ordinary soil (Loam, Clay or Sand) including lift upto 1.50 m and lead upto 30m and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer In-charge upto a distance of 30m from the foundation trenches. Excluding GST |
| 5 | Providing and laying cement concrete in 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) and curing complete, Including cost of form work. in Foundation and floors. Excluding GST |
| 6 | RCC work Providing and laying in position specified grade of reinforced cement concrete , including the cost of centering, shuttering, finishing and excluding reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) Excluding GST |
| 7 | Mild steel or iron work in plain work such as reinforced concrete or reinforced brick work (When not included in and an over all rates) brought to required shape as necessary including bending for proper completion of the work and excluding the supply of steel and its waistage Bend, hooks, binding wire and authorized over lapping shall be measured upto floor to level. (8mm to 32 mm) Excluding GST SCHEDULE - “C”The materials shall be issued to the contractor as following:-S. No. Name of Material Unit Stock issue rate (Rs.) Place of issue1 Bitumen VG-10 MT 59200.00 P.D., P.W.D. Store at MainpuriConditions:-1- There shall have no claim of contractor, if the material is not issued by the department due to non-availability in store or any other reason.2- The unconsumed material issued in excess of bonafide consumption norms, shall have to be returned back to the store as mentioned above, failing which a recovery at the punitive rate, i.e., double the issue rate shall be made from the contractor’s bill.3- Contractor have to return empty bitumen drums/emulsion drums immediately, failing which a recovery at the punitive rate i.e., Rs. 3000 per drum shall be recovered from the contractor’s bill.4- The departmental road roller if spare, shall be made available to the contractor at site @ Rs. 2500 per day including POL charges, wages of driver and cleaner. If roller is kept idle due to non-availability of material or labour, recovery @ Rs. 2500 per day shall be made from contractor’s bill for idle period.5- Departmental HMP with necessary Road Roller, Tipper and other T&P etc. will be issued free of cost for bituminous work as and where applicable. Please Enable Macros to View BoQ information |
