R99-101 11-22-99 RESOLUTION NO. R99-'101
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF PEARLAND,
TEXAS, AUTHORIZING THE CITY MANAGER OR HIS DESIGNEE TO
EXECUTE A CHANGE ORDER WITH CHAMPAGNE-WEBBER, INC. FOR
MATERIALS AND LABOR ASSOCIATED WITH THE McHARD ROAD
OVERPASS.
BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF PEARLAND, TEXAS:
Section '1. That certain change order by and between the City of Pearland and
Champagne-Webber, Inc., a copy of which is attached hereto as Exhibit "A" and made
a part hereof for all purposes, is hereby authorized and approved.
Section 2. That the City Manager or his designee is hereby authorized to
execute and the City Secretary to attest the original of the attached change order with
Champagne-Webber, Inc., for and on behalf of the City of Peadand, for materials and
labor associated with the McHard Road overpass.
Section 3. That the costs associated with said change order will be paid from
City of Pearland Account No. 059-9500-565.03-00.
PASSED, APPROVED, AND ADOPTED this 22nd day of November
A.D., 1999.
ATTEST:
C(_~q'Y SE~RETARY g/ /
APPROVED AS TO FORM:
DARRIN M. COKER
CITY ATTORNEY
TOM REID
MAYOR
WALSH ENGINEERING, INC.
P.O. Box 700
PEARLAND, TEXAST/588-0760
WEI Project No. 96-72
ENGINEER'S MONTHLY ESTIMATE OF WORK AND MATERIALS NO. 17 FOR WORK COMPLETED
THROUGH OCTOBER 12, 1999.
CONTRACT: MoHARD ROAD FROM MYKAWA ROAD TO MAIN GTREET(SH 35)
OWNER:
City of PearMnd
85t9 Library
Peml~nd, Texas 77581
CONTRACTOR:
Champagne- Webbe~, Inc.
14333 Chfisman Road
Houston, Texts 77039
CALENDAR DAYS RAIN DAYS
Total Days 599 (550 + 6* + 43**) 8ahmca at Last Estimate 76
To Date 499 (Final days) This Month
Days Rern~dning 100 (Bonus Days) TotaITo Date 76
SECTION 'A' - PAVEMENT * C. O. # I ** C. O. # $
NO. ITEM DESCRIPTION UNIT QUANTIT~ PERIOD TO DATE PRICE AMOUNT
I Mobilization LS 1.0( 0,10 1.00 $400,000.00 $400,000.0g
2 Right-of-wayPrepsration AG 15.601 15.60 $3,740.00 $136,344.00
a Rem. Stab. Base &/or Asph. Pay.
(~I 2) (0") SY 050.0( 40.00 ~4.00 8190.00
4 ~stv., Haul & 8toelq)il® Reel. Asph. (3") SY 8D0.0( $a.O0
5 Excavation CY 32,460,0C 31,308.00 83.25 8101,751.00
6 Embankment (D~lS. Cont.) CY 70,000,0( 78,124.00 $4.25 6310,777.00
7 Furnish & Place Top Soil (CI 2)(4") SY 8,1~8.0( 8,138.00 $0.75 86,102.50
$ Bleak Sodding 8Y 8,138.0( 8,138.00 $1.86 $15,106.62
9 Cell. Fibe~ Seed AC 9.1C 2.00 11.10 $390.00 $7,659.00
10 FerUlizet TN 12.4C 12.40 $395.00 $3,658.00
11 VegM~tive Waterln g MG 487.0C 467.00 818.00 $3,408.00
12 Flex. Base, Complete in Place (Ty A)
(Gr 2)(CI 5)(t2") SY 2,010.0C 892.00 $11.00 $4,312.00
10 Lime Treatment Subgr.(Dens. Cont.)(1 ? SY 17,130.001 14,704.00 $1.45 $21,320.30
14 Lime (Ty A) TN 478.0( 370.25 $95.0~ $35,173.75
15 CemefltTteated Base(gbength-L)
t'~ DIM D2)(Gr 6)(0") SY 700.0( 736.00 87.0~
16 CementTreat~d Bas®(~,trength-L)
i(Ty O1 o~ O2)(Gr 6)(12") SY 700.00, 757.00 812.0(3
17 Hat-Mix Asphaltic Concrete (Ty D) TN 322.0( 107.00 $00.5~
18 Ooncratepavsment(Jo}ntadRstnf.)(9') SY 12,143.00 10,957.50 $36.0~ $284,895.0~
I O.~IN~ II B,D II THIS uRr
ITEM DESCRIPTION I tQUANT'
PRICE
PERIOD TO DATE
19 Mono, Curb (6") LF 7,094,00 7,094,00 $1.50 $10,641.00
20 Cone, for Wide Flanged Anchorage CY 54.00 54.00 $175.00 $9,450.00
21 Reinf. fOr Wide Flanged Aneho~ga LBS $,g00.00 5,D00.00 $0.40 $2,360.00
22 ExcavMion for Wide Flanged Anchorage CY 290.00 220.00
23 Cement Stabilized B~=kflll (Bridge) CY 140,00 185,00 $50,00 $2,250.00
24 Retaining We. il (MBE)(Exp Agg;) SF 4,735,00 5,741,50 $27.00 $155,020.60
25 Riprap (Conc)(CI B) CY 1,300.00 357,50 $150.00 $64,850.00
26 Rlprap (8tone)(Oommo~)(Dry) CY 240,00 $70.00 $0.00
27 Rail (Ty C4) I.F 448.00 448,00 ~50.00 $22,400.00
28 Btruc. ~tL -HYC(WF Terming] Anchor.) LBS 8,400.00 8,400,00 $1,00 $2,400.00
2{) Remove Exist. Structure (Pipe) LF 27.00 $2.00 $0.00
30 Concrete Sidewalk (4") BY 220.00 225.00 $120.00 $27,000.00
31 Struck. Approach Slab CY 70,00 70.00 $200.00 $14,000.00
32 Me~l, Bm, Grd, Fne.(12 Ga), 'f'imbe; Post LF 200.00 000.00 $22.00 $6,600.00
33 MBGF Term, Anch, Section(12 Ga) EA 4.00 4.00! $225,00
34 Chain Link Fence (4') LF 250.00 250.0~ $9.00 $2,250.00
~5; Wire Fence (Ty A) LF 1,925.00 1,923,00! $2.33 $4,480.59
351 Barricades, Signs, & Traffic Handling MO 15.00 0.5C 16.5¢ $5?0,00 $9,405,00
9UDTOTAL SECTION 'A' $1,702,882.42
SECTION 'B' - SIGNALIZATION, SIGNAGE, & PAVEMENT MARKING
BID QUANT. UNn'
iTE I UNiT QUANTiTYI THIS ,
N~.I~ ITEM DESCRIPTION . PERIOD, TO DATE I I AMOUNT
, , PRICE
~ignatizetio~t Gystem at SH 35,
Complate in Place per Plans L$ 1.00 1.0¢ $55,170.00 $55,170.00
E $ignaliz~'do~t System et Mykawa Rd.
Complete in Placa per Plans LS 1.00 $25,450.00 $0,00
;~ ,mall Rdsd. sign Assembly (Ty A) EA 12.00 14.0~ 20.0¢ $210.00 $4,200.00
5metl Rdsd, sign Assembly (Ty B) EA 1.00 1.0¢ ' $375.00 $375,00
5 Small Rdsd. sign Assembly (1¥ D-l) EA 5.00 1.0{~ 4.0( $200.00
~] Reft, Pay, M;k. "l~ I(W)(4')(BId) LF 3,428.00 0.0~ $0.30 $0.00
7 Reft. P&v. Mrk. 'l~ I(W)(4')(Bkn) LF 5,330.00 1,920,0~ $0.30 $R70.00
Ref. Pay. Mrk. Ty I(W)(8')(SId) LF 215.00 300.oc $O.40 $120.00
g Refl, Pay. Mrk. Ty I(W)(24*)(SId) LF 156.00 48.0~ $3.00
10 Reft, Pay. Mrk, Ty I(Y)(4")(SId) LF 4,523.00 750.0( $0.30 $225.00
QUANT.
UNIT
UNIT IIQUANTITY~ PERIOD ~
TO DATE ~
PRICE I AMOUNT
111 Reft. Pay, Mrk. Ty I(Y)($-)(aid) LF 590,00 754,0~ $0,4~ $301.6~
12 R~I. Pay. Mr k. Ty I(Y)(24-) (SId) LP 795.00 864.00 $3,03 $1,$02.~
13 Reft. Pay, Mrk. Ty 1(~)(6. in Curb)(Sl~ LF 1,180.00 0.00 $1.80
14 Reft. Pay. Mrk. Ty II(W)(4-)(SId) LF 2,483.00 0,00 $0.12 $0.00
lft Reft. Pay, Mrk. Ty II(W) (4-) (Bkn) LF 5,330,00 1,920.00 $0.12 $230,40
10 Reft. Pay. Mrk. Ty II(W)(8-)(SId) LP 85.00 300,00 $0.25 $75.00
17 R ~. Pay. Mrk. Ty fl(W)(24')(Sld) LF 81.00 48.00 $1.00 $48.00
18 Reft. Pay, Mrk. Ty II(Y)(4-)(SId) LF 3,013.00 750.00 $0.12 $90.00
19 ~efl. Pay. Mrk. Ty ll(Y)(8-)(SId) LF 590.00 754.00 $0.21 $158.34
20 ~efl. Pay. Mrk, Ty 1100(24-)(SId) LF 705.0( 864.00 $0.75 $423.00
21 IRef. Pay. Mrk. Ty II(Y)(6* in Curb)(SId) LF 1,180,0C 844.0l $0.00 $422.00
22 Prefab. Pe, v. Mrk. (Ty A)(W)(Word) EA 10.0~ 8.00 $200,00 $1,800.00
23 Prefab. Pay. Mrk. (Ty A)(W)(A~row) EA 10.0~ 8.00 $215.00 $1.720,00
24 Eliminate Exist. Pav. Mrk. & Mrkr.(4-) LP 480.0~ 0.00 $0.52 $0.00
25 Pay. Surf. Prep. for Mrks. (4') LF 2,485,0~ 242.00 242.00 $0.01 $2.42
26 Pay. Surf. Prep. for Mrks. (8') LF 380.00 0.OO $0.02 $0,O0
27 Pev. Surf. Prep. fo~ Mrks. (24) LF 283.00 0.00 $0.03 $0.00
28 Pay. Surf. Prep. for Mrks. (Word) EA 2.0~ O.00 $5.00 $0.00
29 Pay. Surf. Prep, for Mrks. (Arrow) EA 2,00 0.00 $5.00 $0.00
30 Per, Surf. Prep, fo~ Mrks.
(Blast Cle~n) (4') LF 10,775,00 2.070.00 $0.10 $267.00
31 Pay. Surf. Prep. for Mrks,(Blast Clean)
(6* in Curb) LF 1,180.00 O.00 $0.10 $O.00
(Blast Clean) (8-) LF 690.0~ 1,054.0( $0,20 $210.80
3~ Pay. Surf. Pi'ep. for Mrks.
(Dlast Clean)(2~t') LF 605.00 612.00; $0.40 $244.80
34 Pay, Surf. Prep. for Mrks,(Blast Clean)
(Wo~d) EA 8.00 8,0( $5.00 $40.00
36 Pay. Surf. Prep. for Mrks.(Rlast Clea~n)
~'row) EA 8.00 8.0( $5.00 $40.00
SECTION 'C' - DRAINAGE
I N%.I~ BID THIS UNIT
, A.OUN?
I Sewe~ Exm~vaUon CY 4,502.00 3,966.00 $6.00 $23,796.00
2 C em ent Stabilized Backfill CY 1,281.00 1,260.00, $25.00 $31,500.00
3 'l~ench Ex~v~fon Prote,=t~on LF 3,601.00 3,296.00; $1.00 $2,296.00
4 Reinf. Cone. Pipe(C1111)(18~) LF 740.00 660.0( $27.00 $17,820.00
5 Relnf. Cone. Pipe(C1111)(24") LF 2,414.00 2,529.0( $34.00
6 Reinf. Cone. Plpe(CI 1il)(30~) LF 568.00 620.0( $4~.00 $28,796.0;
? Reinf. Cone, Pipe(C1111)(06") LF 36.00 120.0( $64.00 $?,080.0(
S Reinf, Cone. Pipe(CI i11)(60") LF 295.00 280.0( $133.00; $27,240.0(
9 Re~nf, Conc. Box Cuivert(6'x 6~ LF 318.00 $184.0( $2.0(
10 Inle~ (compl)(Ty C) EA 24.00 24.0( $1,720.0~
11 Inlet E~tension(Ty C) EA 20.00 20.0~ 6385.0;
12; InlM (corn pi) ('i'y A) EA 6.00 6.0; $1,245.0(
1; Inlet (compl)(Ty B) EA 3.00 4.0~ $1,455.0( $$,820.0(
14 Manhole (compl)(Ty B) EA 3.00 $.0~ $7,435.0( $22,;05.0(
18 Manhole (compl)(J~t Box) {Ty M) EA 17.00 15.0~ $1,9~6.0~ $29,475.0(
18 ~fety End T~eatment (Ty 11)(18'~(6:1) EA 10.00 10.0~ ~100.0( $4,000,0(
t 7 Safety End Treatment (Ty 11)(24')(6:1) EA 3.00 5.0G $495.0( $2,478.0~
18 9afety End Treatment (Ty 11)(30'}(6:1) EA 2.00 ~675.0~ $2.0~
19 9e~N~ty End Treatment (Ty 11)(36')(6:1) EA 1.00 2.00 $1,475.0G $2,950.0~
20 9ilt Fen~.e LF 2,220.00 480.00 $2.5(] $1,200.0~
21 Consfzuction Exit Type 1 SY 225.00 84.0~ $16.37 $1,375.08
22 18' PVC Pipe Re~ri~tor Irt 24' Pipe LF 10.00 $44.00 $0.~{~
SUBTOTAL SECTION 'C' $262,164.08
SECTION 'D' - BRIDGE
ITEo.b~ BID
PERIOD I QUANT.
UNIT
TO DATE ,
PRICE I AMOUNT
I Drilted Sha~t (18') LF 183.00 153.00 $82.00 $4,896.00
2 Ozilled ShaR (air) LF 1,254.00 1,254.00 $75.00 $94,050,00
$ Dr~ledShalt(60') LF 3,182.00 3,148.65 $165,00 $519,198.g0
4 Class 'C" Concrete Abutment CY 87.80 87.80 $350.00 $30,730.00
5 Claas'C'ConereteSent CY 398.50 401.75 $~50.00 $140,612.50
8 Rein[ Cone. Slab SF 54,258.00 54,258.00 $7.50
7 Chain Link Fence Attached to Bridge(6') LF 400.00 400.00 $18.00 $7,200.00
8 Prestressed Concrete Beam (Ty IV) LF 8,099.00 8,099.00 $59.90 $485,180.10
9 CencreteSurfaceTreetment SY 4,661.00 4,661.00 $4.00 $18,644.00
10 R~il (Ty C4) LF 1,828.00 1,828,00 $50.00 $91,400.00
11 Seeted Expe, n~on Joint (4") LF 154.20 154.20 $52,00 $8,018.40
12 Perm. Coral Traffic Banier {Typ 1) (Mod: LF 874.0~ 874.00 $24.00 $20,978.00
SUBTOTAL SECTION 'O' $1,827,790.90
SECTION 'E' - EXTRA WORK
ITEM DESCRIPTION UNIT ~ QUANTITYII PERIOD TO DATE PRICE AMOUNT
Extra Labor (unsk~lad) Man H~ 200.00 $16.50 $0.00
Extra Labor (skilled) Man HI 200.00 $22.60 $0.00
!xtra E xeavaflon (machine) CY 200.00 $5,00 $0.00
Extra Coner eM, eil Classes with all Form
work. Complete in Place CY 100.00 $125,00 $0.00
Extra Reinforcing Steel, all sizes,
Complete in Place LES 1,000.00 $0.30
Extra Cement Stabilized Sand Bac~# CY 100.00 $24,00 $0.00
SUBTOTAL SECTION 'E'
5/0
PAYMENTSUMMARY
SECTION "A' - Pavement
SECTION ~' - Signalization, $1gnage, & Pavement Marking
SECTION "C' - Drainage
SECTION 'D" - Bridge
SECTION "E" - Extra Work
CHANGE ORDERS NO. 1 & 2 ($64,528 + $58,965.58),
C, O. # 3 $277,102.50, C. 0. # 4 $480.72, C, O. # 5 $10~,881.59
TOTAL CONSTRUCTION
MATERIALS ON SITE
TOTAL CONSTRUCTION & MATER[AI..~
LESS 5% RETAINAGE
DIFFERENCE
AMOUNT PREVIOUSLY PAID
$1,703,882.42
$69,175.36
$362,164.08
$1,827,790.90
$504,955.39
$4,467,971,15
$0.~0
$4,467,971.15
$223,398.56
$5,244,572.59
$4,048,855.01
AMOUNT NOW DUE
CONTRACT SUMMARY
ORIGINAL CONTRACT
ADDITJDELET. PER C. O.'s
CONTRACT TO DATE
$4,374,474.88
Approved for Engineer:
WALSH ENGINEERING, [NC.
By:
Approve
ow..iSL
CiTY OF ARIAN
By: ~,/J ,h-/
· .[-- :-,-,-- ~,/r,--
The foregoing e~tlmate of work
complMed is true and correct to
the hem of my knowledge and beli~
CC: Cit~ of Pearland
Champagne-Webber, Inc.
Oetober 20, 1099
WEI Project No. 06-72
CITY OF PEARLAND
McHARD ROAD FROM MYKAWA RD. TO MAIN STREET
Champagne-Webber, Inc.
14~33 Chrisman Road
H~sfon, Tex~s 77039
CHANGE ORDER NO. 5
The following change order for materials and lab<x has been approved:
~NO.k~ ITEM DESCRIPTION I UNIT I QUANTITYI UNIT
PRICE I AMOUNT
Charge for Purchase of Signal Equipment fo~
~he Myl~wa Rd. Intersection (See Atb~chment) L$ 1.00 $43,020.33 $43,620.33
2 Charge for Restocking 6'x6' RC Box LF 318.00 $18.64 $5,g27.52
3 Charge for Restooking 36" RCP LF 33.00 $5.$1 $175.23
4 Charge for Restocking 30' RCP LF 33.00 $3.47 $114,51
5 Chargefor Handling of Non-restock~ble
unction Box LS 1.00; $4,044.00 $4,044.00
0 Early-Completion Bonus pe~ Conkact DAY 100.0( $500.~0 $50,000.00:
TOTAL CHANGE ORDER NO. 5 $103,881.591
TOTAL AMOUNT DEI. ETED PROM CoI~rRACT DUE TO CHANGE IN QUANTITIES ($411.462.12)*
Extra 10 calendar days added to Conkact Time for Change Order No. 2
Extra 60 calendar days added to Contract Time for Change Order No. 3
Net Exb'a Calendm' days added = 43
Approved for Engineer:
WA~SH ENGINEERING, INC.
Approved for Contraotor:
Approved for Owne~:
Approved for Owner:
CITY OF PEARl. AND
By:
* This amount is roflec~ed in Contm~t Summary, reducing net Additions to Conbact due to Change Orders to $93,496,27.
pc: C;ty of Peadand
Champagne-Webber, Inc.
TRAFFIC
CONTROL
DEVICES, INC.
P.O. BOX 890028
HOUSTON. TEXAS 77289-O028
Phone (2~ 992-3030 · Fax ~:~) 992-3~]3
May 13, 1999
Mr. Frank Jones
Champagne Webber, Inc. Texas
14333 Chrisman Rd.
Houston, TX 77039
REFERENCE:
City of Pearland
Mykawa Road/McHard Road
Project No. 898-05
Dear Mr. Jones:
Please find listed below the ~terial that can be restocked in our warehouse
and the material that can not be restocked. A twenty percent fee has been
added to material that can be restocked and a twenty five percent has been
added to material that can not be restocked, plus a delivery charge for that
material to be delivered to a location in Pearland.
UNIT
MATERIAL PRICE
2 -
2
2
2O
5 -
1 -
1 -
1 -
1 -
3 -
3 -
3 -
1 -
4 -
1 -
TOTAL
Controller Cabinet Fully Actuated $ 6,490.00 EA $ 6,490.00
Single Mast Arm Signal Poles 2,915.00 EA 5,830.00
Signle Mast Arm with Lum/Arm Sgnl Poles 3,292.00 EA 6,584.00
250W Cobra Head Luminaires 177.00 EA 344.00
12" Signal Sections 70.00 EA 1,400.00
3-Section Backplates 30.00 EA 150.00
5-Section Backplate 45.00 EA 45.00
LS ERMS Opticom Equipment Complete 4,685.00 EA 4,685.00
Fluorescent Baselight 105.00 EA 105.00
18" x 36" Left Turn Signal Sign 38.25 EA 38.25
Various Street Name Signs 59.50 EA 178.50
Sign Brackets 65.00 EA 195.00
Type "F" Posts 195.00 EA 585.00
Stainless Steel Type "D" Service 544.60 EA 544.60
Sets Reinf. Steel Cages for 36" ~ x 15'Shft 158.51 EA 634.04
4 1/2" ~ Ped Pole With Cap & Base 350.00 ea 350.00
TOTAL MATERIAL: $28,158.39
NON RESTOCK - 25%: 7,039.60
SUBTOTAL: $35,197.99
DELIVERY CHARGE: 800.00.-
TOTAL: $35,997.99~
',Mr. 'F~nk Jones
P~e 2
May 13, 1999
UNIT
Q~ MATERIAL PRICE TOTAL.
1 - P.E. Control with Recept. 11.60 EA $ 11.60
900'- 2C/#12 IMSA 20-1 Str Cu Wire 162.00 M 145.80
500'- 4C/#12 ISMA 20-1 Str Cu Wire 260.00 M 130.00
1,100'- 7C/#12 IMSA 20-1 Str Cu Wire 458.00 M 503.80
1,000'- 2C/#14 IMSA 50-2 Shielded Cable 147.00 M 147.00
3 - Signal Ahead Signs 225.00 EA 675.00
8 - Type I Grnd Box With Lid 145.00 EA 1,160.00
3 - 5/8" x 8' Cu Clad Grnd Rod 9.00 EA 27.00
100'- #4 XHHW Str Cu Wire Black 271.00 M 27.10
290'- 1" RMC 82.00 C 237.80
12 - 1" Grnd Bush With #4 Lug 225.00 EA 27.00
12 - 1" Plastic Bushing .12 EA 1.44
650'- 2" RMC 167.00 C 1,085.50
12 - 2" RMC 90's 5,30 EA 63.60
12 - 2" Grnd Bush wi~h #4 Lug 3.80 EA 45.60
6 - 2" RMC Couplings 1.35 EA 8.10
' 250'- 3" RMC 360.00 C 900.00
10 - 3" RMC 90's 14.50 EA 145.00
10 - 3" Grnd Bush with #4 Lug 7.40 EA 74.00
10 - 3" RMC Coupling 4.00 EA 40.00
160 - 4" RMC 525.00 EA 840.00
4 - 4" RMC 90's 26.00 EA 104.00
4 - 4" Grnd Bush with #4 Lug 11.50 EA 46.00
4 - 4" RMC Coupling 5.30 EA 21.20
2,200 - 1C/#14 Loop Duct Cable 89.00 M 195.80
8 - Pails Loop Sealant 120.00 EA 960.00
TOTAL MATERIAL:
RESTOCK 20%:
TOTAL:
$7,622.34
1,524.47~
$9,146.81~
If..you have any questions, please contact me at 281/992-3030.
Sincerely,
FLORIDATRAFFIC CONTROL DEVICES,INC.
WM/hm
Attachment
cc: Mike Bennish
File
Wyndell McDaniels
Contract Manager
September 27. 1999
WEI Project No. 96-72
CI1~( OF PEARLAND
McHARD ROAD FROM MYKAWA RD. TO MAIN STREET
CHANGE ORDER NO. 4
Charnpagne-Webbe~, Inc.
t4333 Chrisman Roed
Houston, Texas 77039
The following change order for matmials end labor has been approved:
IINoT~. ITEM DESCRIPTION I UNIT I QUANTITYll UNIT
PRICE II AMOUNT
I IExtra 1 1/4" x 27' DE Rod wi Nut & Washer 24.00 $20.O3
$480.7
TOTAL CHANGE ORDER NO. ,~
$480.72
Approved for Engineer:
WALSH ENGINEERING. INC.
D,io: Ip -Ir - ~/
Approved for Conbactor:
Approved for Owner:
D.t.:
Approved for Owner:
City ot pearland
Champagne-Webber, Inc.
C.O. 4 - 1/1
October 29, 1999
WEI P~oject No. 96-72
CITY OF PEARl. AND
McHARD ROAD FROM MYKAWA RD. TO MAIN STREET
Champagne-Wabbe~, In~
14333 Chrisman Road
Houston, Texas 77039
CHANGE ORDER NO, $
(FINAL)
The following change order for materials and labor has been approvab:
IINoTE~. ITEM DESCRIPTION I UNIT I.UANTITYII UNIT
PRICE II AMOUNT
Clear & Grub AC 8.30 $8,740.0C $72,542.00
Excavation of Pond CY 27,750.01~ $3.25 $90,187.50
Embankment CY 27,750.0~ $3.5(~ $97,125.00i
36' RCP LF 112.0~ $64.0{~ $7,168.00i
~ewe~ Excavation CY 80.00 $6.0(~ $180.0(~
Concrete Riprap (CL B) CY 55.(]0 $180,0~ $9,900,0~
TOTAL CHANGE ORDER NO. S (FINAL) $277,102.5a
pc: City of Pearlend
Champagne-Webber, Inc.
C.O. 3 - 1/1
May 26, 1999
WEI Project No. 96-72
CITY OF PEARLAND
McHARD ROAD FROM MYKAWA RD. TO MAIN STREET
CHANGE ORDER NO.$
Champagne-Webber, Inc.
14333 Ch~lsman Road
Houston. Texas 77039
The following change order for materials and labor has been approved:
INToE~. [ ITEM DESCRIPTION I UNIT I QUANTITYII UNIT
PRICE II AMOUNT
Clear & Grub AC 10.00 $8,740.00 $87,400.00
Excavation of Pond CY 27,750.00 $3.25 $90.187.5~
Embankment CY 27,750.00 $3.50 $97,125.0~
36" RCP LF 112.00 $64.00 $7,168.0~
Sower Excavation CY 30.00 $6.00 $180.0~
Concrete Riprap (CL B) CY 55.00 $180.00 $9,g00.00
TOTAl. CHANGE ORDER NO. $ $291,960.50
Approved for Engineer:
WALSH ENGINEERING, INC.
o,te:
Approved for Contractor:
Approved for Owner:
CITY OF PEARl_AND
By:
Date:
Approved for Owner:
CITY OF PEARl. AND
pc: City of Peerland
Champagne-Webber, Inc.
C.O. 3 - 1/1
Me~y 26, 1999
WE] F'mJe~t No.
CITY OF PEARLAND
McHAR~ ROAD FROM MYKAWA RD. TO MAIN STREET
CHANGE ORDER NO. 2
~ fellow~g change md~ k~' mated~l, and labor has been approved:
~ FINAL ~ UNIT
I 2" 8ch. 80 PYC Conduit. In Place LF 1,771,00 $18.68 $29.504.86
2 ~" 8ch. 80 PVC Conduit In Unce. sed B~xe LF 70.i~ ~78.81 $5.481.70
8 ~' 8c~. ~0 PVC C~mdult In Cone. Medbm
8 Mcdh'y CTB per D~ to Place
Fox.dar;on ~ Ught 8td.(Anci~
TOTAL CHANGE ORDER NO. ~ $2~,965,58
· ~ppmq~d Ira' Engineer:
WALSH ENGINEERING, INC.
CI1Y OF PEARLAND
CC: City ~f Pmufand
Champagne-Wdaber. Inc. C.O. 2 - 1/I
CITY OF PEAflLANO
iiMMRD ROAD fROM MYKAV/A RD. TO MAIN
CHAli6E O~OBI NO. I
IbMtan, TaMs 770~
TOTAl. CiiMiGE OAOEII NO. I ~
GC: Ciy M Pee~,4~d