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| 1 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge in cement mortar. (17-Chapter Si.No.6) |
| 2 | Earth work in Excavation in foundation in ordinary soil (loam, clay or sand) including, lift up to 1.50 m and lead up to 30m and including filling watering and ramming of excavated 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 up to a distance of 30 M form the foundation trenches. (Rate including Royalty of earth also) (4-Chapter Si.No.1) |
| 3 | Cartage of Malva, Silt, sludge kankar and other disposable organic material etc. all complete with labour T&P including cartage of 8 km. (Chapter No.3 Si.No.8) |
| 4 | Providing and laying Cement Concrete in 1:5:10 (1 cement :5 fine sand 10 Stone ballast 40 mm gauges) and curing complete, including cost of form work in foundation and floors. (5-Chapter Sr.No.1) |
| 5 | 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 leuel:1:2:4 in raft foundation (1cement: 2 coarse sand :4 graded stone aggregate 20 mm nominal size) |
| 6 | Reinforced cement concrete work in walls/columns (any thickness), including attachedpilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abulments, posts and struts etc. including cost of centering, shuttering, finishing and excluding reinforcement:1:1.5:3 (1 cement: 1.5 coarse sand ;3 graded stone aggregate 20 mm nominal size) |
| 7 | RCC work Providing and laying in position specified grade of reinforced cement concrete,Slab including the cost of centering, shutterang, finishing and excluding reinforcement - Above plinth level upto fifth floor lable : 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone |
| 8 | Mild steel or iron in plain work such as reinforced concrete or reinforced brick work (when not included in and an overall rates) brought for proper completion of the work and including supply of steel, its wastage bend hooks and authorized over lapping shall be measured up to floor two level. (b) 10mm to 12mm tor.(Chapter No. 10 S.I. No. 504(B)) |
| 9 | P/L GSB with graded stone ballast with stone grit size stone ballast with hand ramming watering including all material labor T&P etc.all complete (NS) |
| 10 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam (22.40-53mm) specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory 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. |
| 11 | Supply & fixing of pre-cast M-30 cement concrete RUBBER MOLD INTERLOCKING TILES over 40mm thick local sand bed, with 3mm thick joints filled with local sand including leveling, tempering and sweeping etc., interlocking bricks will be as description given in direction issued by the IRCSC-03-2004 and should be ISI marked all complete. 80mm thick, Strength should not less than M-30. (tiles shape decided by Engineer-in-charge with ISI Mark) |
| 12 | Providing and applying Primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. (As per Attached Analysis) |
| 13 | Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects including cost of all materials, T&P, labour, cartage for proper completion of work as per direction of Enginee-in-Charges. (20-Chapter Analysis rate) |
| 14 | Providing & Applying Tack Coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.30Kg/Sqm. On the prepared primed granular/old painted surface. Cleaned with air compressor. Including all Taxes, Material, Labour, T&P etc required for proper completion of the work. (For Bituminous Surface). (Chapter No.20 Si No.9) |
| 15 | Providing and laying bituminous concrete (Grading-II) with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG-30 as per approved job mix formula which ever is higher of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification 5th revision clause No. 509 complete in all respects including cost of all materials, T&P, labour, cartage for proper completion of work as per direction of Enginee-in-Charges. (20-Chapter Analysis rate) |
| 16 | Road Marking with Hot Applied Thermoplastic Compound with Reflectrosing Glass Beads on Bituminous Surface. Providing & Laying of hot applied thermoplastic compound 2.5mm thick including reflecto rising glass beads @ 250gm/Sqm. Area, thickness of 2.5mm is exclusive of surface applied glass, beads as per I.R.C. 35. The finish surface to be level uniform and free form steaks and holes composition of thermoplastic material shall be as per table 800-3 of clause 803 of MORTH including cost of work as per direction E/IC. (Chapter-28 Si.No.2) |
| 17 | Supply and Fixing Cat EYE including supply of all material, loabour, T&P etc. all complete. (Chapter No.28 Si.No.5b) |
| 18 | Supply of Pre-cast RCC Slab size 900x450x150mm etc all complete. (As per Market Rate) |
| 19 | Fixing of R.C.C. slab as per direction of engineer-in-charge etc. all complete. |
| 20 | Deduction Cost of Material Old workable bricks etc. all complete. |
| 21 | Deduction of cost brick/bats. (Chapter No.1 Sr.No.2(c)) |
| 22 | Supply & Fixing Granite Stone Work Display Board (Size 2.50ft x 4.00ft ) including Painting, Lettering etc. all complete. (None Schedule) |
| 23 | Sub Total |
| 24 | Add/Deduction Rs. For Estimate Figure Amount Match |
| 25 | Grand Total Please Enable Macros to View BoQ information |
