ST9302-CS001019FAXI(214) 352-3201 ~ ~ TELEPHONE (214) 358-6581
ED BELL CONSTRUCTION COMPANY
POST OFFICE BOX 540787 10605 HARRY HINES
DALLAS, TEXAS 75354-0787 DALLAS, TEXAS 75220
October 19, 2000
Mr. Kenneth M. Griffin, P.E.
Director of Engineering and Public Works
City of Coppell
255 Parkway Blvd.
Coppell, Texas 75019-4409
Sandy Lake Road Reconstruction
Coppell Project #: ST 93-02
Kimley-Hom Project #: 06940600
DWU Project #: 98-311F
Dear Mr. Griffin:
In reference to the previously submitted price for the 66" transition structure near STA 55+63,
our structure subcontractor has reviewed and reduced his price. Enclosed for your review is a
copy of our basis of estimate cost sheets for your review. The revised lump sum price to
construct the transition structure is $27,630.48. This work Will require that fourteen (14)
calendar days be added to the contract.
If you have any questions regarding this price, don't hesitate to contact our office.
crely,o~ ,_~n Company
· Weber
Project Manager
XC:
Michael G. DeMotte, Kimley-Hom and Associates, Inc., 801 Cherry Street, Suite 1100
Fort Worth, Texas 76102-6803
AN EQUAL OPPORTUNITY EMPLOYER
CONTRACTOR'S BASIS OF ESTIMATE
FOR ITF/~S TO BE ADDED BY SUPPLEMENTAL AGREF/~ENT
PROJECT #:
PROJECT:
LIMITS:
CITY:
ST 93-02
SANDY LAKE ROAD
DENTON TAP TO MACARTHUR
CITY OF COPPELL
WORK ITEM:
TRANSITION STRUCTURE AT STA 55+63
ESTIMATED QTY:
LS
1.000
LABOR CLASSIFICATION OPERATES HOURLY APPROX. TOTAL
INDEX EQ. # RATE # HRS
SUPERINTENDENT 1 $25.50 32 $816.00
FOREMAN 2 $22.00 64 $1,408.00
STRUCTURAL STEEL SETTER 3 $14.25 80 I $1,140.00
STRUCTURAL STEEL SETTER ~ $14.00 80 I $1,120.00
FORM SETTER $12.00 80 $960.00
FORM SETTER $11.00 80 $880.00
LABORER $10.00 80 $800.00
LABORER $9.50 80 $760.00
LABORER $9.50 80 $760.00
$o.oo o $o.oo
$o.oo o $o.oo
FOREMAN $22.00 4 $88.00
TRACK HOE OPERATOR $15.00 8 $120.00
COMPACTOR OPERATOR $10.75 4 $43.00
LOADER OPERATOR $12.00 8 $96.00
$o.oo
$o.oo
$o.oo
$o.oo
$o.oo
$o.oo
$o.oo
$o.oo
$o.oo
$o.oo
$o.oo
TOTAL $8,991.00
PLUS LABOR BURDEN (TAXES, INSURANCE, ETC,) I
55.00%
$4,945.05
TOTAL LABOR COSTS $13,936.05
SHEET 1 (LABOR)
CONTRACTOR ' S
FOR ITEMS TO BE ADDED
BASIS OF ESTIMATE
BY SUPPLEMENTAL AGREEMENT
PROJECT
PROJECT:
LIMITS:
CITY:
ST 93-02
SANDY LAKE ROAD
DENTON TAP TO MACARTHUR
CITY OF COPPELL
WORK ITEM:
TRANSITION STRUCTURE AT STA 55+63
ESTIMATED QTY:
LS
1.000
EQUIPMENT DESCRIPTION HOURLY APPROX. TOTAL
EQ # RATE % HRS
SUPERINTENDENT PICKUP 1 $12.11 32 $387.52
FOREMAN PICKUP 2 $9.84 64 $629.76
SERVICE TRUCK 3 $15.75 80 $1,260.00
$o.oo o $o.oo
$o.oo o $o.oo
TRACK HOE 4 $155.72 8 $1,245.76
COMPACTOR 5 $24.96 4 $99.84
LOADER 6 $48.57 8 $388.56
$o.oo o $o.oo
$0.oo
$o.oo
$o.oo
$o.oo
$o.oo
$o.oo
$o.oo
$o.oo
$o.oo
$o.oo
$o.oo
$o.oo
$o.oo
$o.oo
i' $o.oo
$o.oo
$o.oo
TOTAL EQUIPMENT COSTS $4,011.44
RENTAL RATE BLUE BOOK =
(MONTHLY RATE X ADJUST FACTOR X REGIONAL FACTOR)
176
+ OPER COSTS
SHEET 2 (EQUIP)
CONTRACTOR'S BASIS OF ESTIMATE
FOR ITEMS TO BE ADDED BY SUPPLEMENTAL AGREEMENT
PROJECT #:
PROJECT:
LIMITS:
CITY:
ST 93-02
SANDY LAKE ROAD
DENTON TAP TO MACARTHUR
CITY OF COPPELL
WORK ITEM:
TRANSITION STRUCTURE AT STA 55+63
ESTIMATED QTY:
LS
1.000
MATERIAL UNIT OF EST UNIT TOTAL
MEASURE QTY PRICE
CONCRETE CY 25.000 $69.00 $1,725.00
FORMS MATERIAL LS 1.000 $500.00 $500.00
STEEL LS 1.000 $750.00 $750.00
TRENCH BOXES (2 WEEKS) LS 1.000 $3,000.00 $3,000.00
0.000 $0.00 $0.00
0.000 $0.00 $0.00
0.000 $0.00 $0.00
$0.00
$o.oo
$o.oo
$o.oo
$o.oo
$o.oo
$o.oo
$o.oo
$o.oo
$o.oo
$o.oo
TOTAL MATERIAL COSTS $5,975.00
TOTAL COST OF LABOR, EQUIPMENT AND MATERIALS $23,922.49
PLUS INDIRECT COSTS (OVERHEAD, BOND, ETC.) 10.00% $2,392.25
PLUS PROFIT 5.00% $1,315.74
TOTAL COSTS OF ADDED ITEM i $27,630.48
UNIT PRICE I $27,630.48