ST0003-EM011010 ~14 871 8757
SENT ~Y: XEROX 7033 ; 1 O- 1 O- 1 ; ,5: 0,SPM ; HU l TT-ZOLLARS, I NC. --, 972 304 3673
HUITF-ZOLL
Dallas - Fort Worth - Houston -'El Paso - Phoonix - Tustin - Ontario- Albuquerc~ue
FACSIMILE TRANSMITTAL
DATE: 10/l 0/O1 HZ JOB NO: Coppell
NUMBER OF PAGES (Including this cover sheet): 5
TO (COMPANY NAME): City of Coppell Engineering
ATTENTION: Kenneth Griffin, P,E.
FAX NUMBER: 972-30z~-3673
_X URGENT x FOR YOUR REVIEW __ PLEASE CALL UPON RECEIPT __ ORIGINAL TO FOLLOW
NOTES / COMMENTS:
Coppell Road
Before we send you our proposal, we wanted to send you our opinion of
probable construction costs for Coppell Road. We were surprised at the
numbers and wanted you to look at them. If you need to discuss the numbers
with us at a meeting just let us know. As we discussed in our meeting some
time ago, there are some throw-away cost in the estimate Itemporary hmac
paving, tempora~ drainage and temporary stripin~l). After we have discussed
the costs and come to an a~lreement, we can have our proposal to you fairly
quickly. I am also attaching our preliminary sheet count based on the scope
of work to give you an idea of the size of the plan set.
FROM: Kenneth Robertst P.E.
SENT BY: KAI~ TIME: 5:00 PM DATE;
If you have any problerns receiving this fax, pleaso call us at (214) 871-3311.
3131McKinney Avenue - Suite 600 - Dallas, Texas 75204 - (214) 871-3311 - FAX (214) 871-0757
Z14 87i 8757
SENT BY:XEROX 7088 ;10-10- 1 : $:05P~ ; HUITT-ZOLLARS, INC.~ 872 804 8678;# 2/ 5
COPPELL, TEXAS
OCTOBER 8,2001
PRE-CONTRACT OPINION OF PRORABLE CONSTRUCTION COSTS
COPPELL ROAD - SANDY LAKE ROAD TO BETHEL ROAD
ITEM
UNiT pROBABLE
NO. DESCRIPTION UNIT QUANTITY PRICE COST
IgAVING & UTILITY IMPROVEMENTS
. ,1 PREPARING ROW ES 1 $50,000.00 $50,000
2 REMOVE EX. & TEMPORARY HMAC SY 28,350 $5.00 $141,750
3 REMOVE EX. CONG. PAVEMENT SY 2,109 $6.00 $12,654
4 UNCLASSIFIED STREET EXCAVATION CY 19,433 $8.00 $155,464
5 SELECT BORROW MATERIAL FOR TOPSOIL CY 2,343 $15.00 $35,145
6 REMOVE CONC. SIDEWALK SF 1,200 $1.00 $1,200
7 4 INCH THICK REI'r~F. CONG. WALK SF 49,5:)0 $3.00 $148,560
8 6 iNCH THICK REINF. CONG. DRIVE SY 1,002 $35.00 $35,070
9 6 INCH HIGH CONG. INTEGRAL CURB LF 7,000 $1.00 $7,000
10 8 INCH THICK REINF. CONG. PAVEMENT SY 23,898 $30.00 $716,940
11 B.C. ALLEY PAV~I;VlENT SY 30 $35.00 $1,050
12 HOT MIX FOR TEMPORARY PAVING TON 4,525 $54.00 $Z44,350
13 LIME STABILIZED SUBGRADE SY 25,075 $2.50 $62,688
14 HYDRATED LIME TON 501.5 $110.00 $55,165
15 6" THK MATERIAL FOR TEMP. MAINT. OF TRAFFIC SY 960 $10.00 $9,600
16 BERMUDA GRASS BLOCK SODDING SY 7,944 $3.00 $23,832
17 6" REINF. CONG. BARRIER FREE RAMP SF 768 $5.00 $3,840
18 REMOVE AND RESET TRAFFIC CONTROL SIGN EA 20 $200.00 $4,000
19 GRASS SEEDING BY HYDROMULCHING SY 2,222 $1.00 $2,222
20 2 INCH PVC STREET LIGHT CONDUIT ............. LF 6,300 $5.00 $31.500
21 4 IN NON-REFLEC TRAFFIC BUTTON EA 80 $3.00 $240
22 4 IN REFLEC TRAFFIC BU-I-I-ON TYPE II-Y-Y EA 135 $5.00 $675
23 4 IN FIRE/HYD sTREET MARKER EA 10 $7.00 $70"
24 4 IN THERMOPLASTIC LANE MARKER YELLOW LF 11,000 $1.25 $13,750
25 4 IN THERMOPLASTIC'LANE MARKER WHITE LF 400 $1.25 $500
26 18 IN THERMOPLASTIC STOP LINE MARKER LF 108 $6.00 ' $648
27 6 IN ~HERMOPLASTIC CROSSWALK MARKER LF 108 $2.00 $216
28 24 IN THERMOPLASTIC CROSSWALK MARKER LF 54 $8.00 $432
29 THERMOPLASTIC ADVISORY MARKER EA 2 $500,00 $1,000
30 4 IN TEMPOI~'ARY MARKING YELLOW LF 21,600 $0.50 $10,800
31 BETHEL INTERSECTION TRAFFIC SIGNALS LS 1 $40,000.00 $40,000
32 ADJUST 1" WATER METER & BOX " '~A 40 $400.00 $16,000
33 ADJUST WATER VALVE COVER & VALVE STACK EA 12 $300.00 $3,600
34 ADJIJS'T' WASTEWATER MANHOLE (24" LID) EA 6 $400.00 $2,400
35 SCHOOLZONE FLASHER EA P $4,000.00 $8,000
36 IRRIGATION MODIFICATIONS LS I $20,000.00 $20,000
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COPPELL, TEXAS
OCTOBER 8,2001
PRE-CONTRACT OPINION OF PROBABLE CONSTRUCTION COSTS
COPPELL ROAD - SANDY LAKE ROAD TO BETHEL ROAD
COPPELL ROAD PAVING & UTILITY IMPROVEMENTS
ITEM UNIT PROBABLE
NO. DESCRIPTION ... UNIT QUANTITY PRICE COST
PAVING & UTILITY IMPROVEMENTS
HISTORIC DISTRICT -
37 IRRIGATION SYSTEM (INCLUDING, CONDUIT) LS 1 $25,000,00 $25,000
__..38 IRRIGATION TAP & VALVE EA' 2 $2,500.00 $5,000
39 BENCHES ... EA 8 '"$500.00 $4,000
40 TRASH CANS EA 8 $500.00 $4,000
41 TREE GRATES EA 50 $1,500.00 $75,000
42 SIDEWALK PAVERS @ TREEs SF 800 $3.00 ' $2,400
43 TREES EA 50 $400.00 ' $20,000
44 STR~-i~I LIGHT. EA 14 $2,500.00 $35,000
45 STRE. E..'.I. LIGHT FOUNDATION EA 14 $700.00 $9,800-
46 GATEWAY COLUMN EA 4 $10,000_00 $40,000
47 BR.I.CK CR~WALK SF '600 $4.00 $2,400
PAVING & UTILITY IMPROVEME~iTS TOTAL '"
$2,082,961
h\proj~0199990t ~;AR\coppell~coppell ~'oad~estimates\100501 .xls 10/10/01 4:12 PM
214 871 8757
SENT BY:XEROX 7088 :10-10- 1 ; $:08PM ; HUITT-ZOLLARS, INC.~ 872 804 8873;# 4/ ~
COPPELL, TEXAS
OCTOBER 8,2001
PRE-CONTRACT OPINION OF PROBABLE CONSTRUCTION COSTS
COPPELL ROAD - SANDY LAKE ROAD TO BETHEL ROAD
ITEM ,,, UNIT PROBABLE
NO. DESCRIPTION UNIT QUANTITY PRICE COST
DRAINAGE IMpROVEMEN'~S
48 18 INCH CLASS III REINF. CONG. PIPE LF 235 $45.00 $10,575
49 21 INCH CLASS III REINF. CONG. PIPE LF 580 $50.00 $29,000
50 24 INCH CLASS II!.REINF. CONG. PIPE LF 600 $55.00 $33,000
51 30 INCH CLASS III REINF. GONG. PIPE LF 700 $65.00 $45,500-
52 36 IN.CH CLASS I!1 REINF. CONG. PIPE LF 450 $80.00 $36,000
~ 48 INCH CLASS III REINF. CONG. PIPE LF 1,100 $130.00 $143,000
54 54 INCH CLASS Ill REINF. CONG. PIPE LF 500 $155.00 $77,500
55 60 INCH CLASS III REINF. CONG. PIPE LF 300 $180.00 $54,000
56 66 INCH CLASS III REINF. GONG. PIPE LF 1,850 $205.00 $379,250
57 10 FOOT INLET EA 9 $2,500.00 $22,500
58 14 FOOT INLET EA 24 $3,500.00 $84,000
59 TYPE Y INLET EA I $2,750.00 $2,750
60 SIX GRATE INLET EA ...... 2 $3,500.00 $7,000
61 6 FOOT ...MANHOLE EA 6 $5,000.00 $30,000
62 REINF. CONG. FOR PIPE HEADWALL Cy 8 $400.00 $3,200''
§3 GABION STRUCTURE CY 555 $150.00 $83,25~-
64 UNCLASSIFIED CHANNEL EXCAVATION- CY 1,000 $10.00 $10,000
65 REMOVE DRIVE CULVERT LF 540 $10.00 $5,400
66 TRENCH SAFIE,¥ LF 6,315 $1.00 $6,315
67 EROSION CONTROL LS I $25,000.00 $25,000
68 200' BRIDGE ($45 PER SQUARE FOOT) LS I $540.000.00 $540,000
69 TEMPORARY 24" HDPE PIPE LF 800 $75.00 $60,000
70 TEMPORARY 3§" HDPE PIPE LF 800 ' $100.00 $80,000
71 TEMPORARY 48" HDPE PIPE LF 3,000 $125.00 $375,000
72 TEMPORARY TYPE Y INLET EA 10 $3,000.00 $30,000
DRAINAGE IMPROVEMENTS TOTAL $2,172,240
PAVING & UTILITY IMPROVEMENTS TOTAL $2,082,961
DRAINAGE IMPROVEMENTS TOTAL $2,172,240
PROJECT TOTAL $4,255,201
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SHEET COUNT
Coppell Road
PLAN DESCRIPTION NO. OF SHEETS
QUANTITY SUMMARY SHEET 4
HORIZONTAL CONTROL PLAN 2
PAVING PLANS 13
DRAINAGE AREA MAP 3
DRAINAGE CALCULATIONS 3
STORMWATER PLANS 13
CONSTRUCTION SEQUENCING 12
STREETSCAPE PLANS ::"
BRIDGE PLANS /~,D.
SIGNALIZATION PLANS
GENERAL NOTE. & TYPICAL SECTIONS 2
POLLUTION CONTROL PLANS 6
STRIPING & SIGNAGE PLANS 6
STREETSCA PE DETAILS ~ 4-)
SIGNA I. DETAILS '6
COVER SHEET 2
ROADWAY CROSS-SECTiONS 30
BRIDGE DETAILS ,/7
SHEET TOTAL 143