Ordinance No. 8,733991028 -5
ORDINANCE NO. 8733
® AN ORDINANCE AUTHORIZING DEDUCT CHANGE ORDER NO. 4 WITH
WILLIAM H. GRAY CONSTRUCTION COMPANY, INC., TO ADJUST THE
FINAL UNIT BID QUANTITIES FOR THE I -10 SANITARY SEWER
EXTENSION PROJECT; AUTHORIZING FINAL PAYMENT OF THE SUM OF
ONE HUNDRED NINETY -NINE THOUSAND THREE HUNDRED SIXTY -FIVE
AND 38/100 DOLLARS ($199,365.38) TO WILLIAM H. GRAY
CONSTRUCTION COMPANY, INC., FOR SAID PROJECT; AND PROVIDING
FOR THE EFFECTIVE DATE THEREOF.
WHEREAS, the City of Baytown contracted with William H. Gray Construction Company,
Inc., for the I -10 Sanitary Sewer Extension project (the "Project "); and
WHEREAS, a deduct change order in the amount of TWENTY -NINE THOUSAND EIGHT
HUNDRED FIFTY -SEVEN AND 90/100 DOLLARS ($29,857.90) to adjust the final unit bid
quantities is necessary to reflect the actual quantities used in the Project as well as the amount
remaining due to William H. Gray Construction Company, Inc.; and
WHEREAS, all of the said improvements, as provided in the plans and specifications
heretofore prepared by the City's Engineer and as approved and adopted by the City Council have
been performed and completed in full accordance with all of the terms and conditions of the aforesaid
contract; and
WHEREAS, the City Engineer in the manner provided by the terms of the said contract and
the plans and specifications thereof, has approved and accepted the I -10 Sanitary Sewer Extension
project and improvements and has heretofore issued his Certificate of Final Acceptance and has
certified same to the City Council and recommended that it accept and receive said work and
improvements as constructed and completed by Contractor; and
WHEREAS, there remains due and owing to William H. Gray Construction Company, Inc:,
the sum of ONE HUNDRED NINETY -NINE THOUSAND THREE HUNDRED SIXTY -FIVE
AND 38/100 DOLLARS ($199,365.38); NOW THEREFORE
BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF BAYTOWN, TEXAS:
Section 1: That the City Council does hereby authorize deduct Change Order No. 4 with
William H. Gray Construction Company, Inc., to adjust the final unit bid quantities for the I -10
Sanitary Sewer Extension project. A copy of said change order is attached hereto, marked Exhibit
"A," and made a part hereof for all intents and purposes.
Section 2: That the City Council hereby accepts and approves the above - described work
and improvements, and finds and determines that all of said improvements have been completed as
J
v
991028 -5a
provided in the plans and specifications thereof, and in full accordance with all of the terms and
provisions of the aforesaid contract.
Section 3: That the Certificate of Final Acceptance heretofore issued by the City Engineer
and certified to the City Council is hereby accepted and received.
Section 4: That final payment to William H. Gray Construction Company, Inc., in the
amount of ONE HUNDRED NINETY -NINE THOUSAND THREE HUNDRED SIXTY -FIVE
AND 38/100 DOLLARS ($199,365.38) is hereby authorized..
Section 5: This ordinance shall take effect immediately from and after its passage by the
City Council of the City of Baytown.
INTRODUCED, READ and PASSED by the affirmative vote of the City Council of the City
of Baytown this the 28th day of October, 1999.
PETE C. ALFARO, Mayor
=' 'ATTEST:
EILEEN -.P: IIALL, City Clerk
APPROVED AS TO FORM:
ACID RAMIREZ, SR.0 Attorney
c:\MyDocuments\ Council\ 99- 00\DeductChangeorder4FinalPayI l BanitarySewerExtension.doc
2
J
El
City of Baytown
IH -10 Sanitary Sewer Extension
Contract Number:
Change Order Number:
Original Contract Price:
(Bid Items )
Total Change Order #1:
Total Change Order #2:
Total Change Order #3:
CHANGE ORDER
Page 1 of 2
N/A
#4
$2,395,110.00
$21.579.00
$4.115.00
$149,773.23
Net Increase/Decrease in Contract Price:
(This Change Order #4) ($29,857.90)
Total All Change Orders: $145.609.33
Total Adjusted Contract Price:
(Final Construction Cost) $2,540.719.33
CHANGE ORDER #4
This Change Order increases /decreases the time to complete the work by 0 Calendar days.
The extended completion date is September 26 1999. Project is complete.
This Change Order checked by Erik Miller P.E., Camp Dresser & McKee, Inc., Design Engineer.
This Change Order is requested by City of Baytown
This Change Order is recommended by:
Erik Miller P.E. #71057 October 19 1999
Design Engineer, P.E., Date
The undersigned agree to the terms of the Change Order:
KZ�Jj 10-19-99
Contractor, Date
Owner, Date
® Desi gn Engineer, ineer, Date
10/19/99 , 01035 -1
EXHlBF � -, A
C
City of Baytown
IH -10 Sanitary Sewer Extension
Name of City:
EPA /SWCB Number
Contract Number
Contract Title:
Change Order Number:
Owners's Name:
Owner's Address:
Contractor's Name:
Contractor's Address:
Description of Change:
CHANGE ORDER #4
Page 2 of 2
CitesBaytown
N/A
N/A
IH -10 Sanitary Sewer Extension
City of Baytown
2401 Market Street BaZown Texas 77522
Wm H Gray Construction Co.. Inc.
10700 Tower Oaks Blvd.. Houston, Texas 77070
Change Order #4 does not involve a design /construction change Change Order #4 establishes the final
construction cost of the project including all original bid items added items (1) and all change orders.
Reason for Change:
Construction of the IH 10 Sanitary Sewer Extension Project is complete This Change Order presents the final
cost adj- ustment and establishes the final construction cost See attached spreadsheets prepared by the
engineer, which balance out the project Also attached is the contractor's final pay request_
10/19/99
End of Change Order #4
01035 -2
Summary of Change Orders
IH- Sanitary Sewer Extension
City of Baytown
Engineer: Camp Dresser & McKee, Inc
Contractor: Wm. H. Gray Construction, Inc.
Project Completed: September 1999
CO# CO Item # Description Unit Quantity Unit Price Total
1
1
Relocate Water Line at Wade Road
L.S.
1
$4,214.00
$4,214.00
1
2
Reconstr. @ Thompson Road
L.S.
1
$17,365.00
$17,365.00
2
Hydromulch, Thompson to 84 +00
L.S.
1
$4,115.00
$4,115.00
3
1
Temporary Relocation of 8" F.M.
L.S.
1
$7,229.88
$7,229.88
3
1
Add'I Cost to Install 24" San. Swr
L.S.
1
$69,686.63
$69,686.63
3
1
Add 3 Manholes
L.S.
1
$5,400.00
$5,400.00
3
1
R &R 18" RCP Culvert
L. F.
55
$45.00
$2,475.00
3
1
R &R 24" RCP Culvert
L. F.
110
$50.00
$5,500.00
3
1
R &R 30" RCP Culvert
L. F.
50
$65.00
$3,250.00
3
1
R &R 36" RCP Culvert
L. F.
305
$75.00
$22,875.00
3
1
Locate Existing Utilities
L. F.
1
$3,107.80
$3,107.80
3
2
Add'I Tunnel Equipment@ Goose Cr.
L.S.
1
$3,734.81
$3,734.81
3
3
Remove HL &P Conduit
L.S.
1
$1,235.36
$1,235.36
3
4
Credit to Open Cut Eastpoint
L.S.
1
($9,539.00)
($9,539.00)
3
5
Hydromulch (84 +00 to Garth)
L.S.
1
$10,820.00
$10,820.00
3
6
Add'I Cost to Lower 24" San. Swr.
L.S.
1
$15,485.00
$15,485.00
Add'I CSS @ Driveways
L.S.
1
$5,568.00
$5,568.00
Restock 24" Tee
L.S.
1
($1,731.25)
($1,731.25)
3
7
Extend 24" Sewer in Tunnel
L. F.
25
$330.00
$8,250.00
3
8
Credit for CSS Test Failures
L.S.
1
($3,574.00)
($3,574.00)
4
Final Pay Estimate
I L.S.
1 1
($29,857.90)
($29,857.90)
co#4tab.x1sC0 Tab
CO Subtotal= $145,609.33
Subtotal Bid Items= $2,395,110.00
Project Total=
$2,540,719.33
10/19/99
E.
•
® WM. H. GRAY Oiiry
CONSTRUCTION COMPANY INC.
MONTHLY PAY ESTIMATE NO: 7 - FINAL ESTIMATE Estimate Period: SWL 1 to Sept. 30,19M
IH -10 SANITARY SEWER EXTENSION - City of Baytown
PLAN PREVIOUS THIS QUANTITY ACTUAL BID
DESCRIPTION QUANTITY MONTHS TOTAL MONTH TOTAL TO DATE UNIT TOTAL
1 MOBILIZATION LS 1.0 1.00 140,000 0 1.00 140.000.00 140.000.00
2 TRENCH SAFTEY LF 15.200.0 15.211 15.211 0 15,211 1.00 15.211.00
3 DEWATERING LF 10.100.0 10,515 52,575 0 10,515 5.00 52.575.00
4 PIEZOMETERS EA 7.0 7 1,400 0 7 200.00 1.400.00
5 FILTER FABRIC LF 200.0 0 0 0 0 1.00 0.00
6 REINF FILTER FABRIC LF 1,000.0 0 0 0 0 1.50 0.00
7 TRAFFIC CONTROL LS 1.0 0.90 9,000 0.10 1,000 1.00 10,000.00 10.000.00
8 GROUT 12* SEWER LF 250.0 0 0 250 1.500 250 6.00 1,500.00
9 ABANDON MANHOLES EA 3.0 0 0 3 2,100 3 700.00 2.100.00
10 TUNNEL SHAFTS LS 1.0 1.0000 230.000 0 1.0000 230,000.00 230,000.00
11 ASPH & BASE REPAIR SY 1,200.0 357 12.495 671 23.485 1,028 35.00 35.980.00
12 REM & REPL DRIVEWAYS SY 640.0 640 23.680 0 640 37.00 23.680.00
13 4' DtA SAN MH EA 15.0 15 24,000 0 15 1,600.00 24,000.00
14 4'01A SAN MH CORROSION EA 2.0 2 4,000 0 2 2.000.00 4,000.00
15 4' DIA WATERTIGHT MH W/ VENT EA 9.0 9 47,700 0 9 5,300.00 47,700.00
16 E DA! CORR MH, WT W/ VENT EA 1.0 1 8,300 0 1 8,300.00 8,300.00
17 EXTRA DEPTH LF 175.0 175.00 8.750 0 175.00 50.00 8,750.00
18 EXTRA DEPTH W/ CORR LF 6.0 6 384 0 6 64.00 384.00
19 EX DEP 6' DIA CORR _ LF 4.0 4 256 0 4 64.00 256.00
20 DRP CONN EA 3.0 1 2,000 0 1 2,000.00 2,000.00
21 EX DEPTH LF 14.0 12.34 493.60 0 12.34 40.00 493.60
22 REM REPL 18' LF 64.0 64 2.880 0 64 45.00 2,880.00
23 REM' REPL 24' LF 16.0 16 800 0 16 50.00 800.00
24 REM • REPL 30' LF 39.0 39 2.535 0 39 65.00 2.535.00
25 REM' REPL IS' LF 45.0 45 1.575 0 45 35.00 1,575.00
26 REM' REPL MH @ GARTH EA 1.0 1 2,100 0 1 2,100.00 2.100.00
27 24' SEWER IN TUNNEL LF 1,340.0 1,340 442,200 0 1,340 330.00 442.200.00
28 14' FM IN TUNNEL LF 220.0 220 77,000 0 220 350.00 77.000.00
29 24' SEWER 8'- 10' LF 980.0 980 60.760 0 980 62.00 60,760.00
30 24' SEWER 8'- 10' W /CSS LF 210.0 210 32,550 0 210 155.00 32.550.00
31 24' SEWER IV- 14' LF 3.845.0 3,845 238,390 0 3.845 62.00 238.390.00
32 24' SEWER W- 18' LF 4,510.0 4,510 279.620 0 4,510 62.00 279,620.00
33 24" SEWER 14'- 18'W /CSS LF 335.0 335 51,925 0 335 155.00 51,925.00
34 24' SEWER 18' - 21' LF 635.0 635 39,370 0 635 6200 39,370.00
35 14' FM 0' - 8' LF 2,005.0 2,005 72.180 0 2.005 36.00 72,180.00
36 14' FM V - 10' LF 2.265.0 2,265 81.540 0 2,265 36.00 81,540.00
37 14' FM 10' - 14' LF 400.0 426 15.336 0 426 36.00 15.336.00
38 12" STUB EA 2.0 2 1,000 0 2 500.00 1,000.00
39 FORCE MAIN RECONN EA 2.0 2 600 0 2 300.00 600.00
40 24' RECONN @ THOMPSON LS 1.0 1 1.500 0 1 1,500.00 1,500.00
41 TEST SEWER LF 10.500.0 10,273 1027.30 242 24 10,515 0.10 1.051.50
42 TEST MHS EA 26.0 24 1,200 2 100 26 50.00 1,300.00
43 HYDROMULCH SY 155.0 0 0 0 0 1.00 0.00
44 LIFT STATION LS 1.0 0.9480 328,008 0.0520 17,992 1.0000 346.000.00 346,000.00
45 ASPHALT PAVING SY 200.0 0 0 0 0 35.00 0.00
46 CEMENT SAND CY 100.0 40 960 0 40 24.00 960.00
47 LIMESTONE BASE CY 50.0 0 0 0 0 25.00 0.00
47A SAFETY END TREATMENTS LS 1.0 0 0 1.00 3,750 100 3,750.00 3,750.00
48 RAILROAD INSURANCE LS 1.0 0 0 0.00 0 0.00 15,000.00 0.00
COI -1 RELOC. WA. @ WADE RD. LS 1.0 1 4,214 0 1 4214.00 4,214.00
C01 -2 RECONST. SAN. @ THOMPSON RD, LS 1.0 0 0 1 17,365 1 17,365.00 17.365.00
CO2 HYDROMULCH (THOMPSON - 84 -00) LS 1.0 1 4,115 0 1 4,115.00 4,115.00
CO3-1 TEMP. RELOCATE S' FM LS 1.0 1 7229.88 0 1 7.229.88 7,229.88
CO3-1 ADO'L COST TO INSTALL 24' SAN. LS 1.0 1 69686.63 0 1 69,686.63 69,686.63
CO3-1 ADD 3 SAN. MANHOLES LS 1.0 1 5,400 0 1 5,400.00 5,400.00
CO3-1 REM & REPL. 18' RCP CULVERT LF 55.0 55 2.475 0 55 45.00 2,475.00
CO3-1 REM & REPL. 24' RCP CULVERT LF 110.0 110 5,500 0 110 50.00 5,500.00
CO3-1 REM & REPL. 30' RCP CULVERT LF 50.0 50 3.250 0 50 65.00 3,250.00
CO3-1 REM & REPL. 36' RCP CULVERT LF 305.0 305 22.875 0 305 75.00 22,875.00
CO3-1 LOCATE EXISTING UTILITIES LS 1.0 1 3107.80 0 1 3,107.80 3,107.80
CO3-2 ADD'L TUNNEL EQUIP. @ GOOSE CRK LS 1.0 1 3734.81 0 1 3,734.61 3,734.81
CO3-3 REMOVE HL &P CONDUIT LS 1.0 1 1235.36 0 1 1,235.36 1,235.36
C034 CREDIT TO OPEN CUT EASTPOINT LS 1.0 1 (9,539) 0 1 (9,539.00) (9,539.00)
CO3-5 HYDROMULCH(84-00 - GARTH RD.) LS 1.0 0 0 1 10.820 1 10,820.00 10,820.00
CO3-6 ADD'L COST TO LOWER 24' SANITARY LS 1.0 1 15,485 0 1 15,485.00 15,485.00
ADD'L CEMENT SAND @ DRIVEWAYS LS 1.0 1 5.568 0 1 5,568.00 5,568.00
RESTOCK 24' TEE LS 1.0 1 - 1731.25 0 1 (1.731.25) (1,73115)
CO3-7 EXTEND 24' SEWER IN TUNNEL LF 25.0 25 8,250 0 25 330.00 8,250.00
® CO3-8 CREDIT FOR TEST FAILURES CSS LS 1.0 1 (3,574) 0 1 (3.574.00) (3.574.00)
$2.462.583.13 $78,136.20 $2,540.719.33
LESS 0% RETAINAGE $0.00
i4�1 S UBTOTAL 52,540,719.33 LESS PREVIOUS PAYMT. 52.341,353.97
NET DUE THIS MONTH $199,365.36
10700 Tower Oaks Blvd. - Houston, Texas 77070 - (281) 890 -4707 - FAX (281) 890 -5608
11
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Final Construction Cost
IH- Sanitary Sewer Extension
City of Baytown
Engineer: Camp Dresser & McKee, Inc
Contractor: Wm. H. Gray Construction, Inc.
Project Completed: September 1999
Bid Bid Bid
Item Description Unit Quantity Unit Price Total
Final Final CO#4
Quantity Total Difference
co#4tab.xlsFinal Tab
10/19/99
Base Unit Prices
1
Mobilization
L.S.
1
$140,000.00
$140,000.00
1
$140,000.00
0.00
2
Trench Safety
L. F.
15,200
$1.00
$15,200.00
15,211
$15,211.00
11.00
3
Dewatering
L. F.
10,100
$5.00
$50,500.00
10,515
$52,575.00
2,075.00
4
Piezometers
EA.
7
$200.00
$1,400.00
7
$1,400.00
0.00
5
Filter Fabric Fence (FFIIPB)
L. F.
200
$1.00
$200.00
0
$0.00
(200.00)
6
Reinforced Filter Fabric Fence
L. F.
1,000
$1.50
$1,500.00
0
$0.00
(1,500.00)
7
Traffic Control
L.S.
1
$10,000.00
$10,000.00
1
$10,000.00
0.00
8
Abandon and fill 12 -inch Sanitary
L. F.
250
$6.00
$1,500.00
250
$1,500.00
0.00
Sewer
9
Abandon Manholes
EA.
3
$700.00
$2,100.00
3
$2,100.00
0.00
10
Tunnel Shafts
L.S.
1
$230,000.00
$230,000.00
1
$230,000.00
0.00
11
Asphaltic Pavement Repair
S.Y.
1,200
$35.00
$42,000.00
1028
$35,980.00
(6,020.00)
12
Remove and Replace Orwy
S.Y.
640
$37.00
$23,680.00
640
$23,680.00
0.00
13
Precast Concrete MH, Std
EA.
15
$1,600.00
$24,000.00
15
$24,000.00
0.00
Depth, 4 -ft Dia.
14
Precast Concrete MH, Std
EA.
2
$2,000.00
$4,000.00
2
$4,000.00
0.00
Depth, 4 -ft Dia. Corrosion
Resistant
15
Precast Concrete MH, Std
EA.
9
$5,300.00
$47,700.00
9
$47,700.00
0.00
Depth, 4 -ft Dia. with watertight
frame and cover
16
Precast Concrete MH, Std
EA
1
$8,300.00
$8,300.00
1
$8,300.00
0.00
Depth, 6 -ft Dia., watertight
frame and cover, Corrosion
Resistant
17
Precast Concrete Manholes
V.F.
175
$50.00
$8,750.00
175
$8,750.00
0.00
Extra Depth, 4 -ft Dia
18
Precast Concrete Manholes
V.F.
6
$64.00
$384.00
6
$384.00
0.00
Extra Depth, 4-ft Dia.,Extra depth
Corrosion Resistant
19
Precast Concrete MH, Std
V.F.
4
$64,00
$256.00
4
$256.00
0.00
Depth, 6 -ft Dia. Corrosion
Resistant
20
Standard Manhole Drop
EA.
3
$2,000.00
$6,000.00
1
$2,000.00
(4,000.00)
co#4tab.xlsFinal Tab
10/19/99
�11
Final Construction Cost
IH- Sanitary Sewer Extension
City of Baytown
Engineer: Camp Dresser & McKee, Inc
Contractor: Wm. H. Gray Construction, Inc.
Project Completed: September 1999
Bid Bid Bid
Item Description Unit Quantity Unit Price Total
Final Final CO#4
Quantity Total Difference
21
Extra Depth Manhole Drop
L.F.
14
$40.00
$560.00
12.34
$493.60
(66.40)
22
Remove and replace 18 -inch
L.F.
64
$45.00
$2,880.00
64
$2,880.00
0.00
RCP culvert
23
Remove and replace 24 -inch
L.F.
16
$50.00
$800.00
16
$800.00
0.00
RCP culvert
24
Remove and replace 30 -inch
L.F.
39
$65.00
$2,535.00
39
$2,535.00
0.00
RCP culvert
25
Remove and replace 15 -inch
L.F.
45
$35.00
$1,575.00
45
$1,575.00
0.00
RCP culvert
26
Remove and replace manhole
EA.
1
$2,100.00
$2,100.00
1
$2,100.00
0.00
at Garth Road
27
24 -inch Sanitary Sewer in Tunnel
L.F.
1,340
$330.00
$442,200.00
1340
$442,200.00
0.00
Boring with casing
28
14 -inch Force Main in Tunnel/
L.F.
220
$350.00
$77,000.00
220
$77,000.00
0.00
Boring with casing
29
24 -inch Sanitary Sewer, Open
L.F.
980
$62.00
$60,760.00
980
$60,760.00
0.00
Cut, 8 to 10 feet deep, Random
Backfill
30
24 -inch Sanitary Sewer, Open
L.F.
210
$155.00
$32,550.00
210
$32,550.00
0.00
Cut, 8 to 10 feet deep, Cement
Stabilized Backfill
31
24 -inch Sanitary Sewer, Open
L.F.
3,845
$62.00
$238,390.00
3845
$238,390.00
0.00
Cut, 10 to 14 feet deep, Random
Backfill
32
24 -inch Sanitary Sewer, Open
L.F.
4,510
$62.00
$279,620.00
4510
$279,620.00
0.00
Cut, 14 to 18 feet deep, Random
Backfill
33
24 -inch Sanitary Sewer, Open
L.F.
335
$155.00
$51,925.00
335
$51,925.00
0.00
Cut, 14 to 18 feet deep, Cement
Stabilized Backfill
34
24 -inch Sanitary Sewer, Open
L.F.
635
$62.00
$39,370.00
635
$39,370.00
0.00
Cut, 18 to 21 feet deep, Random
Backfill
35
14 -inch Force Main, Open Cut,
L.F.
2,005
$36.00
$72,180.00
2005
$72,180.00
0.00
0 to 8 feet deep
36
14 -inch Force Main, Open Cut,
L.F.
2,265
$36.00
$81,540.00
2265
$81,540.00
0.00
8 to 10 feet deep
37
14 -inch Force Main, Open Cut,
L.F.
400
$36.00
$14,400.00
426
$15,336.00
936.00
co#4tabAsFinal Tab
10/19199
E
11
Final Construction Cost
IH- Sanitary Sewer Extension
City of Baytown
Engineer: Camp Dresser & McKee, Inc
Contractor: Wm. H. Gray Construction, Inc.
Project Completed: September 1999
Bid Bid Bid
Item Descriotion Unit Quantity Unit Price Total
Final Final CO#4
Quantity Total Difference
* Not in original bid items
co#4tabxlsFinal Tab
10/19/99
10 to 14 feet deep
38
12 -inch Stub
EA.
2
$500.00
$1,000.00
2
$1,000.00
0.00
39
Force Main Reconnection
EA.
2
$300.00
$600.00
2
$600.00
0.00
40
24 -inch sanitary Sewer
L.S.
1
$1,500.00
$1,500.00
1
$1,500.00
0.00
Reconnection at Thompson Rd.
41
Acceptance Testing of Sanitary
L.F.
10,500
$0.10
$1,050.00
10515
$1,051.50
1.50
Sewer
42
Acceptance Testing of Manholes
EA.
26
$50.00
$1,300.00
26
$1,300.00
0.00
43
Hydromulch Seeding
S.Y.
155
$1.00
$155.00
0
$0.00
(155.00)
44
Lift Station
L.S.
1
$346,000.00
$346,000.00
1
$346,000.00
0.00
Subtotal (Base Bid Items)
$2,369,460.00
$2,360,542.10
(8,917.90)
Extra Unit Prices
45
Extra Asphaltic Paving
S.Y.
200
$35.00
$7,000.00
0
$0.00
(7,000.00)
46
Extra Cement Stabilized Sand
C.Y.
100
$24.00
$2,400.00
40
$960.00
(1,440.00)
47
Crushed Limestone
C.Y.
50
$25.00
$1,250.00
0
$0.00
(1,250.00)
47A*
Safety End Treatments
L.S.
0
$0.00
$0.00
1
1 $3,750.00
3,750.00
Subtotal (Extra Unit Price Items)
$10,650.00
$4,710.00
(5,940.00)
Cash Allowance
48
Railroad Insurance
1
$15,000.00
$15,000.00
0
$0.00
(15,000.00)
Subtotal (Cash Allowance Items)
$15,000.00
$0.00
(15,000.00)
Total Bid Items
$2,395,110.00
$2,365,252.10
(29,857.90)
* Not in original bid items
co#4tabxlsFinal Tab
10/19/99
E
WM. K GRAY Ot,4
CONSTRUCTION COMPANY INC.
October 14, 1999
Mr. Erik Miller, P.E.
Camp, Dresser & McKee Inc.
1800 West Loop South, Suite 1550
Houston, Texas 77027
Ref Baytown, IH -10 Sanitary Sewer Extension
Dear Mr. Miller,
Enclosed is one original and three copies of Pay Estimate No_ 7, which is also the Final Estimate,
for your review and processing.
Please contact me with any questions.
Since ely,
u -✓
eorge M. Scoular
Project Manager
approved Camp Dresser & McKee, Inc. Date
approved City of Baytown Date
10700 Tower Oaks Blvd. Houston, Texas 77070 • (281) 890 -4707 • FAX (281) 890 -5608
E
El