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| 1 | \"Dismantling manually/ mechanically including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge:Bituminous road. \" |
| 2 | Demolishing R.C.C. work manually/by mechanical means including stacking of steel bars and disposal of unserviceable material within50 meters lead as per direction of Engineer-in-charge. |
| 3 | Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction ofEngineer-in_charge:1:3:6 or richer mix (i/c equivalentdesign mix) |
| 4 | Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 meters lead. For thickness of tiles above 25 mm and upto 40 mm |
| 5 | \"Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering.All work upto plinth level with: 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mmnominal size)\" |
| 6 | \"Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering.All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mmnominal size)\" |
| 7 | \"Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering,shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3(1 cement : 1½ coarse sand : 3 graded stoneaggregate 20 mm nominal size)\" |
| 8 | \"Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing inposition and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500Dor more\" |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns |
| 10 | 12mm thick cement plaster of mix 1:6 ( 1 Cement : 6 Coarse sand ) |
| 11 | Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat ofapproved steelprimer using structural steel etc. asrequired. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. |
| 12 | P/F of 60mm thick interlocking paver tile to be laid in cement mortar 1:4 mix & fill joint with C.mortar 1:3 mix complete job |
| 13 | \"Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1cement:2 coarse sand: 4 graded stone aggregate 20mm nominal size) and curing complete\" |
| 14 | Scarifying the existing bituminous road surface to a depth of 50mm and disposal of scarified material withinall lifts and lead upto 1 km (by mechanical means). |
| 15 | Supply and stacking at site 53 mm to 22.4 mm , Laying, spreading and compacting stone aggregate of specified sizes to WBM G-III in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening /binding material to fill up interstices of coarse aggregate, watering and compacting to the required density incl. stone screening of size 13.2mm nominal size/crusher dust (complete) |
| 16 | Providing and applying tack coat using hot straight run bitumen ofgrade – VG-30, including heating the bitumen, spraying the bitumenwith mechanically operated spray unit fitted on bitumen boiler,cleaning and preparing the existing road surface as per specifications.On W.B.M. @ 0.75 Kg/sqm |
| 17 | Providing and applying tack coat using hot straight run bitumen of grade – VG-30, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications.• On bitumen surface @ 0.50 Kg/sqm |
| 18 | 2.5cm premix carpet surfacing with 2.25cum and 1.12 cum of stone chippings of 13.2 mm and 11.2mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and11.2 mm size respectively including a tack coat with hot straight run bitumen including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately).* With paving Asphalt grade VG-30 with no solvent. |
| 19 | Providing and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG-30 bitumen per cum of fine aggregate and0.60 cum of fine aggregate per 100 sqm of roadsurface including rolling and finishing with road all complete |
| 20 | Removal of Excavated Malba dismantled unserviceable material from site of work. |
| 21 | Providing and Fixing of inauguration plate |
| 22 | Carriage of materials by mechanical transport including loading / unloading & stacking complete.• Sand/Crusher Dust/stone Aggreagte for an averagedistance 10 Km by MT. Please Enable Macros to View BoQ information |
