SS9301-CS 930730 " - - ........... JUL 1993
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" .... - :- - · Coppe!: Texas 75.g~9
· ~:.. ..-__~ The C,ty '-,%'-tn A Beaubfu~ Future 214-462-0022
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'-- '~' REQUEST
~ /- · INFORMAIION FORM
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A :\FO RM'd~.EQUEST. FOR
Clef OF COPPELL
ODST (I]MPARISON - GRAPEVINE ~ SE~ER TRb~K MAIN - BRAN~{ I
OPTION A - PRO3MCr AS D~I(~tD - CREEK BOI%ON M/tIE - (NO BOTION STABILIZATION - NO EROSION CONTROL) 100% O~TION ON FA,,qS~ .%OQUi$ITION - 58/1 : 58 TotAL.
50% O~TION ON E~ AO~ISmoN - 58/2 : 29
OPTION C - ALI~TE ROJTE - E. B~ ROAD - (N. b~NE OF STREET) - OP~/CLT
ORIGL-NAL oFrION OPTION OPTION
I)~CRIFFION ESTLMATE A B C
OPIN-fON OF PROBABLE ESTIMATED 0ONSTRUCrION (DMTS
TRA MANHO~IRD $460,000.00 $460,000.00 $460,000.00
M(X3qNGBIRD/FAST BANK 702,0C-9.00 702,000.00 702,000.00
FAST BANK TO D~NR)N T.%P 612,000.00 612,000.00 1,356,000.00
BO]VflM STABILIZATION 0.00 600,000.00 0.00
SL~IUFAL FATIMATED O~NSTRULTION fDSTS $1,250,000.00 $1,774,000.00 $2,374,000.00 $2,518,000.00
DESIGN PHASE S]~VICES
SL.~VE%/NG $43,500.00 $46,500.00 $51,000.00 $51,000.00
G]IYltEHNI~ 20,000.00 14,600.00 16,600.00 16,200.00
D~G~ DESIGN 78,625.00 105,600.00 137,200.00 143,400.00
goMIOTAL DESIGN PHASE SER~TCES $142,125.00 $166,700.00 $204,800.00 $210,600.00
OONSTRULTION M{ASE
(DN~ON ADMINISTRATION $13,875.00 $18,600.00 $24,200.00 $25,300.00
/NSPECTION 37,500.00 88,700.00 118,700.00 125,900.00
TESTING 15,300.00 53,200.00 71,200.00 75,600.00
Sb~qUFAL. (I~~ON PHASE. $66,675.00 $160,500.00 $214,100.00 $226,800.00
IUrAL - DESIGN AND (/INSTRUCTION $1,458,800.00 $2,101,200.00 $2,792,900.00 $2,955,400.00
~IES (10% OPTIONS A-C) $259,200.00 $210,120.00 $279,290.00 $295,540.00
It)TAL. (I]N~ON (I]STS $1,718,000.00 $2,311,320.00 $3,072,190.00 $3,250,940.00
EASfMMW/RIGh'r-OF-~Y $32,000.00
NM~OI~IO~' $ FEE $87,000.00 $43,500.00 $1,500.00
ATIDRNEY' S F~M 145,000.00 72,500.00 2,500.00
O~[ISSION]~' S CO[~T 87,000.00 43,500.00 1,500.00
AWARDS/DAMAGES 290,000.00 145,000.00 5,000.00
I_OTS 8/9, NLWE 12 20,000.00 20,000.00 20,000.00
SUB'IUFAL .%SSOCIAT~D fDSTS $3~.000.~.~0 $629,000.00 $324,500.00 $30,500.00
TOTAL PMDoq~LT (DSTS $1,750,000.00 $2,940,320.00 $3,396,690.00 $3,281,440.{Y~
GRAPEVINE CREEK SEWER TRUNK ~!N
ASSUMPTIONS MADE IN COST ESTi~%TES
Original Estimate
1) The sanitary sewer would be placed on the north side of
Grapevine Creek in or near the existing easement.
2) Any easements needed would be dedicated to the City.
3) The Engineering Design fee would be 7.5% of the construction
cost. (This fee is based on a sliding curve based on the
construction cost).
4} The inspection cost would be 3% of the construction cost.
Option A
1) The Engineering Design fee would be 7% of the construction cost.
2) The Inspection cost would be 3% of the construction cost.
3) There would be 100% condemnation of the lots in the Creekview
and Meadowcreek subdivisions (58 total).
4) The negotiator/appraisal fee would be $1,500 per condemnation.
5) The attorney's fee wou~d be $2,500 per condemnation.
6) The commissioner's court cost would be $1,500 per condemnation.
7) The Awards/Damages wou%d be $5,000 per condemnation.
Option B
1) The Engineering Design fee would be 6.8% of the construction
cost.
2) The inspection cost would be 3% of the construction cost.
3) There would be 50% condemnation of the lots in the Creekview
and Meadowcreek subdivision (29 total).
4) The negotiator/appraisal fee would be $1,500 per condemnation.
5) The attorney's fee would be $2,500 per condemnation.
6) The commissioner's court cost would be $1,500 per condemnation.
7) The Awards/DamaGes would be $5,000 per condemnation.
8) The bottom stabilization would be a solid gabion mat from toe
to toe of the creek.
Option C
1) The Engineering Design fee would be 6.7% of the construction
cost.
2) The inspection cost would be 3% of the construction cost.
3) About 2,330 foot of Bethel could be open cut and the last 1,255
foot would be micro tunneled.
4) An additional box culvert would be added across Bethel Road to
compensate for lost of capacity when the sewer line goes
through the existing box culvert.
GRAPASSU