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~ . <br /> Steve Gallup Exhibit B <br /> October 27, 2QQ6 <br /> Page 2 <br /> compaction. One laboratory Mr test will be conducted on a compacted sample to determine the <br /> pavement design value for compacted subgrade. <br /> <br /> ' 3. Design Analysis & Report <br /> The cumulative Equivaleflt 18-kip Single Axle Load (ESAL) repetitions (traffic. loading) for the design <br /> period will be estimated from the traffic data that you bane provided. The pavement design and <br /> overlay analysis will be accomplished using the procedures of the 1993 AASHTO Guide for Design of <br /> Pavement Structures and the ODOT Pavement Deign Guide. ltecommendadons will be developed for <br /> averiay of the existing pavement. Alternative asphalt. concrete pavement section designs will be <br /> developed for new pavement. in widening and/or pavement reconstruction. The alternative pavement <br /> designs will include consideration of construction staging w?th traffic operation on the base lifts. These <br /> alternative designs will include construction on compacted subgrade and "cut and cover" construction <br /> with fabric reinforced aggregate subgrade stabllization in lieu of subgrade compaction. The cut and <br /> cover alternative may be advantageous to expedite crnnstrucdon in wet soil conditions andlor in areas <br /> where subgrade stabilization is necessary, The design recommendations will be swnmarized in a <br /> design teport together with design analysis documentation. Three copies of the design report will be <br /> provided. <br /> Project Fee <br /> We propose to acconYplish tiu above described work scope on a time and expenses basis in accordance <br /> with the rate schedule in our current Personal .Services Contract with the City (2003-00216 Amendment <br /> #8). Our estimated fee for this work is $lO,tXXI as itemized below, which we agree not exceed witiiout <br /> your prior authorization. <br /> Estimated <br /> Labor Esti,~te Ho Rate Noars Labor Fee <br /> ai #138.72 8 5820 <br /> t ineer # i 00.69 52 $5,238 <br /> FYVD1Senior Tech~c~n 562.53 26 # 1,826 <br /> Comical 358.29 4 #233 <br /> Labor Subtotal #7,915 <br /> Expanse Itemiradoa <br /> Item Buis flail Rate tloao ' Total <br /> FWD T hr. # 180 2 #380 <br /> FWD Mebiitation nu7e 51.00 710 S 1 TQ <br /> Field Work Per Diem da 3110A0 1 # 110 <br /> Ca~ E t ea. 59.25 4 537 <br /> 8-iixh din. bit & etch ~ th #3.50. 24 984 <br /> Fla ers Cost+10% 5700 <br /> Boring Subcontractor Cost+ 10% 5830 <br /> Mile a m~e #0.405 150 Sfit <br /> Fx nsa Subtotal 52,092 <br /> Total Fst'uaated Fees #1.0,007 <br /> <br />