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QUANTITIES FOR FEE SCHEDULE (UNDER SEPARATE COVER) <br />For the purposes of providing a Fee Schedule based on the below Sample Task Orders, the following work <br />items and quantities are provided. The Fee Schedule in Attachment 5: <br />Each Fee Schedule shall include a schedule of the hourly billing rates for ALL contractor and subcontractor <br />staff and labor personnel. Additionally, for each discipline that a company seeks to be considered, the below <br />table(s) shall be completed. For example, if a General Contractor is submitting for Asphalt Concrete and <br />Concrete Work, Sample Task Orders A and B would both be required to be completed as part of the Fee <br />Schedule. Each table shall include the filling in of the last two columns for the relevant sample task orders <br />for whichever category(ies) are being submitted for consideration. However, actual work will be paid for as <br />described in Section I.A. "Nature of Work." Sample Task Orders for Asphalt Concrete and Concrete <br />roadway and sidewalk and Stormdrain public right-of-way related work are, respectively: <br />Sample Task Order A - Asphalt Concrete <br />Item <br />Description <br />Qty <br />Unit <br />Unit Price <br />Total <br />1 <br />Unclassified Excavation <br />550 <br />Cy <br />0 6-0. b 0 <br />4P. 5-o 0 <br />2 <br />AC Pavement <br />130 <br />TN <br />$ V- 0 0 <br />j 7 0 0 <br />3 <br />Furnish and Install #6 Pulibox <br />4 <br />EA <br />$ 5-00. 00 <br />cl,000 <br />4 <br />Adjust Manhole to Finished Grade <br />5 <br />EA <br />9S0.0 0 <br />75'0 <br />5 <br />PCC Curb and Gutter a A-2-8 <br />100 <br />LF <br />qO. 0 D <br />V 11 00"0 <br />6 <br />Si nin and Stri in <br />I <br />LS <br />T1, 00 c) <br />00� <br />7 <br />Traffic Control Work <br />1 <br />LS <br />,? So <br />5O o <br />Sample Task Order B - Concrete Paving <br />Item <br />Description <br />Qty <br />Unit <br />Unit Price <br />Total <br />1 <br />Unclassified Excavation <br />550 <br />CY <br />770.0-J <br />$27 50a <br />2 <br />PCC Sidewalk T=4" <br />2,500PLF <br />I R. 0 O <br />-li 0 Oo 0 <br />3 <br />PCC Curb Ram <br />3,000 <br />) s o p <br />YS O O D <br />4 <br />PCC Curb and Gutter (Type A-2-8 <br />100$Y0, <br />O ii41 <br />q, t1 O 0 <br />5 <br />Fumish and Install 46 Pullbox <br />4 <br />EA <br />500. 00 <br />O 0 o <br />6 <br />Adjust Manhole to Finished Grade <br />5 <br />EA <br />S0. o p <br />SO <br />7 <br />Catch Basin a `B," W=10' <br />1 <br />EA <br />5, O o 0 <br />1 S 0 0 J <br />8 <br />Remove and Replace 30" Reinforced Concrete Pie <br />75 <br />LF <br />?S0.0 0 <br />$ $ ] 50 <br />9 <br />Guard Rail Replacement Caltrans RSP A77N4 <br />50 <br />LF <br />$ /00. O O <br />1 4 'S 00-0 <br />10 <br />Guard Rail Replacement Temunation Caltrans <br />1 <br />EA <br />$2,000.ou <br />0 0-O <br />11 <br />Remove and Replace Chain Link R/W Fence <br />50 <br />LF <br />$ 75, 00 <br />3 7 5-D <br />12 <br />Concrete Barrier Type 836 Caltrans <br />1, 0 0 0 <br />g o 00 0 <br />13 <br />Traffic Control Work <br />LiLLS <br />a S 0-0 <br />S O <br />City of Santa Ana RFP 20-106 <br />Page At-2 <br />