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| 1 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be madeseparately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. |
| 2 | Dismantling bitumin road 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 : |
| 3 | Dismantling cement concrete road manually / by mechanical means including and disposal of material within 50 mtr. lead as per direction of Engineer in charge. Nominal concrete 1:3:6 or richer (i.e.equivalent designs) |
| 4 | Dismantling Reinforcement cement concrete work by manually / by mechanical means including stacking of steel bars and disposal of unservisable material within 50 mtr. lead as per direction of Engineer in charge.FOR Existing RCC Nalha |
| 5 | Deduct Quantity of Brick Bats of O. B. B. from Dismentalled Bricks |
| 6 | Excavating trenches for pipes, cables etc. in all kinds of soil for depth exceeding 1.5 m, but not exceeding 3 m. (Rate is over corresponding basic item for depth upto 1.5 metre). |
| 7 | Open timbering in trenches including strutting and shoring complete (measurements to be taken of the face area timbered):Depth not exceeding 1.5 m |
| 8 | Open timbering in trenches including strutting and shoring complete (measurements to be taken of the face area timbered):Depth exceeding 1.5 m but not exceeding 3 m |
| 9 | Provision for Silt Cleaning of Existing Nala By Hydraulic Excavator of 1 cum bucke, complete in all respects. Excavation of nala diversion. |
| 10 | Exta Cartage for Disposal of Earth for the construction of Drain upto 10 KM distance. |
| 11 | Dewatering with centrifugal water pump of (Hire charges of Pump set of capacity 4000 litres/hour) pump including arrangement of pump suction and delivery pipes and other accessries at site including cost fuel/lubricants and operators@ 1 RM PER HR |
| 12 | Providing and erecting 2.00 metre high temporary barricading at site; each panel of size 2.50mx2.00m made of 40x40x6mm angle iron or 50x50x3mm hollow MS tube posts/horizontal members/bracings covered with 1.63mm thick MS sheet. The sheet shall be fixed with 30x5mm MS flat by suitable welding/riveting. The panels shall be made so that gap of 50cm above the ground is available making overall height as 2.5m. MS channel ISLC 75 @ 5.70 kg/m, 50cm long shall be provided at the bottom having oval shaped holes of size 50x25mm at both ends with 50cm long MS angle 40x40x6mm bracing. Suitable arrangement shall be made to fix the barricading to avoid from overturning by providing 250mm long expansion fasteners at both ends. The work shall be executed as per drawing/direction of Engineer-in- Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in-Charge. The barricading provided shall be retained in position at site continuously i/c shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour materials, equipments and works required to execute the job. The barricading shall not be removed without prior approval of |
| 13 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25 |
| 14 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal |
| 15 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc, above plinth level up to floor level, excluding cost of centering, shuttering, finishing and reinforcement: |
| 16 | FORM WORK Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for massconcrete (In Base Slab) |
| 17 | FORM WORK Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete (In Wall) |
| 18 | FORM WORK Centering and shuttering including strutting, propping etc. and removal of form for Shelves (In Top Slab) |
| 19 | Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work ( when not included in anover all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorized over lapping shall be measured upto floor two level. |
| 20 | Laying old cement cocrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineerin-charge. (Old CC paver blocks shall be supplied by the department free of cost). |
| 21 | Providing of weep hole including Filter Media & Geonet Please Enable Macros to View BoQ information |
