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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 | Dismantling of Old Interlocking Tiles pavement including staking of serviceable material and disposal of unserviceable material within lead of 50m as per direction of Engineer in charge. (NS) |
| 3 | Dismantling Reinforced Cement Concrete or Reinforced brick work including stacking of materials as directed by E/IC with in a distance of 60 meters (200 feet). (17-Chapter PWD. No.694) |
| 4 | 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) |
| 5 | 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 lavels and slops and also including 1.5 m lift and 30 m lead. The earth in form of cutting (b) to be used as spoil banks within 50m distance as directed by the Engineer-in-Charge etc. all complete. (4-Chapter Si.No.3) |
| 6 | 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) |
| 7 | Providing of Nala Bandha all complete. (Atached per Annalysis rate). |
| 8 | Providing of 8HP desel Pump set for dewatering including hire and fuel charge with operator etc. all complete. (None Scheduled) |
| 9 | Providing and Fixing of Barricading of 100mm dia average ballies with in a distance of 1.50 meter for 3 rows of 3 Q, 3 nos of Cross ballies, two supporting ballies of 3 meter ballies and 2 nos perpendicular ballies tie with moonj rope including supply of all material such as ballies rope T&P required for proper completion of work and also including labour component (Material will be property of Contractor after dismantling). |
| 10 | 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) |
| 11 | 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) |
| 12 | 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) |
| 13 | 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 |
| 14 | 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)) |
| 15 | Providing, laying, spreading and compacting stone aggregates 45-63mm of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, ro ling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screen ing/bindin g materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. (Labour |
| 16 | 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. |
| 17 | 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) |
| 18 | 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) |
| 19 | 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) |
| 20 | 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) |
| 21 | 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) |
| 22 | 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) |
| 23 | 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) |
| 24 | Supply and Fixing Cat EYE including supply of all material, loabour, T&P etc. all complete. (Chapter No.28 Si.No.5b) |
| 25 | Supply of Pre-cast RCC Slab size 900x450x150mm etc all complete. (As per Market Rate) |
| 26 | Fixing of R.C.C. slab as per direction of engineer-in-charge etc. all complete. |
| 27 | Raising & Re-fixing of Manhole including all material labor T&P etc. all complete. (Non Scheduled) |
| 28 | Supply & fixing R.C.C Menhole cover heavy duty size etc. All complete. (Non Scheduled) |
| 29 | Providing Retro-reflective regulatory sign board of size 900 mm dia meter made out of 2 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated lens type retro -reflective sheeting as approved by Engineer-in-charge . Letter, symbols, borders etc. will be as per IRC - 67 with required colour scheme on the boards and with the high intensity grade A. The aluminium sheet to be riveted to M.S. frame of angle iron of size 40x40x4 mm. The boards will be fixed to 1 No. 50x50 mm square post made of M.S. angle 50x50x4 mm, 4 m long welded to the frame with adequate anti-theft arrangement .Sheet work to be painted with two or more coats of synthetic enamel paint over an under coat (primer) and back side of aluminium sheet to be painted with two or more coats of epoxy paint including appropriate priming coat complete in all respects as per direction of Engineer-in-charge. (DSR 16.61). |
| 30 | Deduction Cost of Material Old workable bricks etc. all complete. |
| 31 | Deduction of cost brick/bats. (Chapter No.1 Sr.No.2(c)) |
| 32 | Supply & Fixing Granite Stone Work Display Board (Size 2.50ft x 4.00ft ) including Painting, Lettering etc. all complete. (None Schedule) |
| 33 | Sub Total |
| 34 | Add/Deduction Rs. For Estimate Figure Amount Match |
| 35 | Grand Total Please Enable Macros to View BoQ information |