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| 1 | 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 :DSR 2023 Item 15.43.2 |
| 2 | 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 FOR Brick Nalha DSR 2023 Item 15.7.4 |
| 3 | Deduct Quantity of Brick Bats of O. B. B. from Dismentalled Bricks DSR 2023 Item 3.0362 |
| 4 | Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil. DSR 2023 Item 2.8.1 |
| 5 | Extra for 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). DSR 2023 Item 2.8.1 |
| 6 | Extra for excavating trenches for pipes, cables, etc, in all kinds of soil for depth exceeding 3 m in depth, but not exceeding 4.5 m. (Rate is over corresponding basic item for depth upto 1.5 metre.) DSR 2023 Item 2.8.1 |
| 7 | Open timbering in trenches including strutting and shoring complete (measurements to be taken of the face area timbered): Depth not exceeding 1.5 m2.20.1 |
| 8 | Depth exceeding 1.5 m but not exceeding 3 m 2.20.2 |
| 9 | Depth exceeding 3 m but not exceeding 4.5 m 2.20.3 |
| 10 | Provision for Silt Cleaning of Existing Nala By Hydraulic Excavator of 1 cum bucke, complete in all respects. Excavation of nala diversion @ 1 RM PER HR DSR 2023 Item 2.0020/8 |
| 11 | Exta Cartage for Disposal of Earth for the construction of Drain upto 5 KM distance.DSR 2023 Item 1.1.2 |
| 12 | 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 DSR 2023 Item 1.0011 |
| 13 | Making temporary bundha across the existing nala by sand filled bags and PVC sheet to divert the flow of nala including supply of all materials, labour, T&P etc. complete required for proper completion of work (in every 200m distance) AR-2 |
| 14 | 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 Engineerin-Charge. (Note :- One time payment shall be made for providing barricading from start of work till completion of work i/c shifting. The barricading provided shall remain to be the property of the contractor on completion of the work).(in every 10m distance) DSR 2023 Item 16.81 |
| 15 | 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 DSR 2023 Item 16.78.2 |
| 16 | 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 size derived from natural sources) DSR 2023 Item 4.1.8 |
| 17 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland/Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairingstrength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. Concrete of M25 grade with minimum cement content of 330 kg /cum DSR 2023 Item 5.33.1.1 |
| 18 | Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete in shelves, including setting in cement mortar 1:3 (1cement : 3 coarse sand), cost of required centering, shuttering and finishing with neat cement punning on exposed surfaces but , excluding the cost of reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).DSR 2023 Item 5.16 |
| 19 | FORM WORK Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete (In Base Slab) DSR 2023 Item 5.9.1 |
| 20 | 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) DSR 2023 Item 5.9.2 |
| 21 | FORM WORK Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete (In Cunette) DSR 2023 Item 5.9.2 |
| 22 | FORM WORK Centering and shuttering including strutting, propping etc. and removal of form for Shelves (In Top Slab) |
| 23 | 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. DSR 2023 Item 5.22.6 |
| 24 | Construction of 20 mm thick Bituminous road including earth work sub base, base & Top layer at ( Match Specification with Existing / Dismantling bituminous road) all completed in all aspect. A.R.8 |
| 25 | Providing of weep hole including Filter Media & Geonet AR3 |
| 26 | Less 5% on Total of all above items as per government sanction order (S.No. 1 to 25) Please Enable Macros to View BoQ information |
