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CODDLE CRE~ R~ERPOll~ <br /> <br /> CO,ARIel{ OF GEOTECH14ICAL <br /> <br /> FOR <br /> <br /> HC 136 ROAD',iAY AW BRIDGE REP~CEEEh~ <br /> <br /> OCTOBER 3, 1989 ~ <br /> COOL 1 COL 2 COL 3 <br /> WESYI}{GHOUSE FiR <br /> .............. FiR IRC ................. <br /> <br /> ITEl{ DESCRIPTIOR {TUAI{TIYY UE[Y COST ~O~AL COST ~i~DTAL <br /> <br />III. BRIDGE <br /> A. F[E~ <br /> 1 BORING hAYOU?{~G'R + YECH) 10 H]~S T6.00 760.00 65.00 650.00 <br /> 2 mil ~RltJGS 2{0 FT 8.50 2~0{0.00 2~800.00 ?.00 <br /> 3 ROCK CORI{{G <br /> a. SHY-UP 3 EA 100.00 300.00 25.00 225.00 <br /> b. CASING 90 Ff 3.50 315.00 3.25 292.50 <br /> <:. CORIIIG 30 FY 30.00 900.00 30.00 900.00 <br /> 4 HILEAGE 1000 HI 0.30 300.00 0.30 300.00 <br /> § Ol{DISYU~ED SAHPL~ 4 EA 80.00 320,00 50.00 200.00 <br /> 6 FIELD GEOLOGIST 50 HRS 50.00 2~500.00 1,250.00 40.00 2,000.00 <br /> <br /> SUB~YALS - BORII[GS(BRIDGE) 7~435.00 4~050.00 6~247.50 <br /> <br /> B. NB ?~TIEk .. <br /> 1 HOISYURH CO~IIT 30 UA 6.00 180.00 6.00 180.{30 <br /> 2 ATTERBERG L[HIYS+GR SIZE/HYD 16 HA 110.00 1,760.00 165.00 2~640.00 <br /> 3 YRIAXIAL ~EST (OU) 2 HA 300.00 600,00 400.00 800.00 <br /> 4 CO}{~LIDA?IO}{ ?~T 2 HA 250.00 500.00 350.00 700.00 <br /> <br /> SOBTD~AI;S - LA]~ {BRIDGE) 3~0{0.00 2~500.00 4..320.00 <br /> <br /> C. EUGINEERING SERVICES <br /> 1 STAFF E]JOIIIEER 45 HRS 50.00 2~250200 40.00 1,800.00 <br /> 2 SElllOR ENGINHHR 8 HRS 70,00 S60.00 ?5.00 600.00 <br /> 3 REGISTERED EI}GI}{EER 12 HRS 60.00 ?20.00 65.00 ?80.00 <br /> % DRAFTSPHRSOI! & TYPIST 45 HRS 22.00 990.CO 20.00 900.~ <br /> <br /> SUBTOTALS - tl{GRG (BRIDGE) $4,520.00 $3,000.00 $4,080.00 <br /> SUB~OYAL~ - BRIDGE $14~.995.00 $9,550.00 $14,647.50 <br /> ~OTAL P~POSAL COST $31,015.00 $14,~60.00 $2T,Y67.50 <br /> EOT-~O-EXCEED COST $32,000.00 $14,750.00 B/A <br /> <br />I{OTES:i. coBPARIsON IS BASED 0){ D~A~LED SCOPE OF ~ORK PROVIDED BT !4ESTIIqGHousE INCL{}D]NU IY~ DE.~3{Ii~101{ AND <br /> 2. UHI~ PRICES FOR ALL I~S ~ERE HOI AVAILABLE IH FiR's PROPOSAL. ~F~YIEGHOUSE'S ~U{I~ PRICES ~ERE {3SD IH ~HOSE CASES. <br /> <br /> PAGE 2 <br /> <br /> <br />