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| 1 | 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 sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed(All kinds of soil) |
| 2 | 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 sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed (Ordinary Rock) |
| 3 | Providing and laying in position cement concrete of specified grade complete as per drawings and technical specifications (P.C.C Grade M-10 Nominal mix 1:3:6) including carriages |
| 4 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications { P.C.C grade M 15 Drain Bed and sides} , including carriage charges |
| 5 | Dry random rubble masonry with hard stone in foundation and plinth using nallah stone without bond stone including all carriages |
| 6 | Random Rubble masonry with hard stone in foundation and plinthincluding leveling up with cement concrete 1:6:12 (1 Cement : 6 coarsesand : 12 graded stone aggregate 20mm nominal size) upto plinth level andcuring including all carriages |
| 7 | Providing and laying reinforced cement concrete in as per drawing and technical specifications (P.C.C grade M 20) (1:1.5:3) including all carriages |
| 8 | Providing and laying of Gabion of mechanically woven double twisted hexagonal wire mesh gabion type zinc coated meah type 100 mm x x120 mm mesh wire dia 2.70 mm, including carriage charges |
| 9 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification (dumping of stones including cost of stones and carriage) |
| 10 | Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and technical specification including carriage |
| 11 | Centering and shuttering including strutting,propping etc. and removal of formwork for : Foundations, footings,bases for columns including carriage |
| 12 | 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.16.82.1 With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 |
| 13 | 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 |
| 14 | Providing and applying tack coat using hard straight run Bitumen of grade VG 10, including heating the Bitumen, spraying the Bitumen with mechanically operated spray unit fitted on Bitumen Boiler, Clean and preaparing the existing road surface as per specifications on WMM @ 0.50 Kg /Sqm |
| 15 | Providing and laying Bitumen Macadam using crushed stone Aggregates of specified grading premixed with Bitumen Binder transported to site by tiper laid over a previously prepared surface with paver finisher requipped with electronic sensor to the required grade level and alignment and rolling with smooth wheeled vibratory and tandem roller as per specifications to acheive the desired compaction and density, complete as per specification and direction of Engineer incharge 50-100 mm average compacted thickness with bitumen of grade VG-30 @ 3.5% ( percentage by weight of total mix) prepared in batch type hot mix plant of 100-120 TPH capacity |
| 16 | 2.5 cm premix carpet surfacing with 2.25 Cum and 1.12 cum of stone chipping of 13.2 and 11.2 mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chipping of 13.2 mm and 11.2 mm size respectively including a tack coat with hard straight run bitumen including conslidation with road roller of 6-9 ton capacity etc. complete ( tack coat to be paid separately ) with paving Asfault Grade VG-10 heated and then mixed with solvent @ 70gm per Kg of Asfault |
| 17 | Providing and laying seal coat of premixed fine aggregates ( passing 2.36 mm and retained on 180 microns sieve) with Bitumen using 128 Kg of Bitumen of Grade VG-10 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. Please Enable Macros to View BoQ information |
