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sheeting; shoring and bracing; concrete footi.ngs; timbers; steel beams; reconstructing existing foundati.on; excavation; backfill; repair of any damage resulting from construction; and_ all other rE~lated and necessary materials, work, and equipment required to provide -tempc1rary and/or permanent protection for existing structures. Item No. 105 DIVERSION OF STREAM, No quantity measurement will be made for any materials or work required to complet.e this item in place. The lump sum price bid for this item shall include all of the Contractor's cost.s of whatsoever nature. The price bid shall inclu.de: pumping and/or piping; sand- bagging; miscellaneous cancre.te; pro1:ection of existing facilities; repair of any damages resulting from water divl~rsion; a.nd all other related and necessary materials, work, and E~quiprnent required to divert Cascade Creek. Item 106 REMOVE REINFORCED CONCRETE TRANSITION. The measurement for payment of this item will be .thE! total number of linear feet of reinforced concrete transition removed, as measured along the centerline. The price bid per linear foot of reinforced concrete remova.l shall include all of the Contractor's costs of whatsoever nature requi.red for the removal of the rein- forced concrete transition structure.. The unit price bid shall include: excavation, but not rock excavat:ion; sheeting, shoring and bracing; concrete sawing existing concrete in a manner satisfactory to the Engineer, removing and disposing of the existing concrete transi.tion; surface rest.oration; and any other related and necessary materials, work, and equipment required to completely remove the reinforced concrete tra.nsition structure in accordance with the Drawings and Specificat:ions.. Item No, 200 EXCAVATION FOR UPPER DEBRIS RETAINMENT BASIN. The measure- - - ment for payment of this item will be the tot.al number of cubic yards of material measured in cut requirE~d to be excaV'ated for construct:ion of the pro- posed basin, or elsewhere on .the pro:ject; provided, however, no measurement for payment will be made for exc:avat:lon resulting from careless or unauthorized operations by the Contractor. The unit price bid per cubic yard of excavation shall include all of thE! Contractor's costs of whatsoever nature to p€~rform the e:xcavation. The price bid shall include: excavation, except rock E!xcavation, to the extent shown on the Drawings or Plans or as directed by the E:ngineer; placemen1: of excess excavated materials in an approved location, including placement and compac- tion in adjacent areas as indicated on the Dra.wings; and any o1:her related and necessary materials, work, and equipment required to excavate the debris basin or other portions of the project: in accordance with the Drawings and Specifications. Any excavation outside the limit:s shown on the Drawings shall be approved by the Engineer, Payment for overexcavation sha.ll be the unit price per cubic yard for excavation as computed above; provided, however, no measurement for payment will be made for overexGavation outside the widths or depths directed by the Engineer or as specified or excavation resulti.ng from careless or unauthorized operations by the Contractor. Item No. 201 ACCESS ROAD SURFACE. The measurement for payment of this item will be the total number of linear feet of in place: access road; pro-