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| 1 | Providing, Laying Watering and Compacting in layers not exceeding 200mm thick with 80-100 KN Road Roller, River Bed Material free of organic material mixed with coarse aggregate / Round nallah shingle maximum aggregate size 75mm including carriage from source of supply to site of work inclusive of all leads and lifts complete. |
| 2 | Providing and laying,spreading WBM Gr-II( with specified stone aggregate Stone screening and binding Material complete including sorting, spreading to templete and consolidation with power roller 8 to 10 ton capacity etc. and base stone aggregate 63mm to 45mmsize incl. stone screening size 13.20 mm. in two Layers. i.e 75mm |
| 3 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. |
| 4 | 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. |
| 5 | On W.B.M. @ 0.75 Kg/sqm. |
| 6 | On bitumen surface @ 0.50 Kg/sqm. |
| 7 | Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge.50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.5% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity. |
| 8 | 2.5 cm 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 52kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 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. |
| 9 | 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 and 0.60 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road all complete |
| 10 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sidesand ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: 2.9.1 All kinds of soil : |
| 11 | Providing and laying 50 mm thick flooring cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size crusher aggregate). |
| 12 | Providing and laying in position cement concrete of specified grade excl. the cost of centering and shuttering, all works upto plinth level 1:4:8 |
| 13 | Providing and laying in position cement concrete of specified grade excl. the cost of centering and shuttering, all works upto plinth level 1:3:6 .All work upto plinth level |
| 14 | Centering and shuttering including strutting, propping etc. and removal of form work for: |
| 15 | Foundations, footings, bases for columns |
| 16 | Carriage of material by Mechanical Transport including loading/unloading and stacking at site complete. |
| 17 | Sand average lead of 20 Kms |
| 18 | Stone aggregate below 40 mm size for average lead of 20 Kms. |
| 19 | Stone aggregate Above 40 mm size for average lead of 20 Kms. Please Enable Macros to View BoQ information |
