HomeMy WebLinkAboutResolution - 1662 - CO#4 To Contract - Mccullough Contracting - WWO 11606 - 04_12_1984RESOLUTION 1662 - 4/12/84
Amends Reso. 922; 9/24/81
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RESOLUTION
BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF LUBBOCK:
THAT the Mayor of the City of Lubbock BE and is hereby authorized and
directed to execute for and on behalf of the City of Lubbock a Change Order
No. 4 to be entered into by and between said City and McCullough Contract-
ing Company on an existing contract concerning W.W.O. 11606, attached
herewith which shall be spread upon the minutes of the Council and as
spread upon the minutes of this Council shall constitute and be a part of
this Resolution as if fully copied herein in detail.
Passed by the City Council this 12th day of
ATTEST:
Evelyn GaTfgd, Ci c e ary-Treasurer
APPROVED AS TO CONTENT:
sZ')_
it r D. Watson- hief ngineer,
Water tilities
APPROVED AS TO FORM:
J. W7 Fullingim, Assistant ty Attorney
762-64„
P.O. Box 2000
Certificate of Acceptance
Gentlemen:
LUBBOCK. TEXAS 79457
In accordance with paragraph 42, Section II, of the Specifications
for Water Distribution Mains, Pump Sta. No. 9.to A th St. & Chicago
Ave., Water Treatment Plant to Pump Sta. No. 4, Memphis Ave., 82nd
St. to 98th St., WWO 11606, you are hereby notified of the acceptance
of this project by the City Council of the City of Lubbock on April
12, 1984. Final payment was authorized at the same meeting and is
included with this notice.
Yours very truly,
Y
Wil rd D. Watson
Chief Water Utilities Engineer
McCULLOUGM ASSOCIATES INC.
P.O. Box 957
Murfreesboro, Tennessee 37130
615/896-1577
AFFIDAVIT
This is to certify McCullough Contracting C Wany, a Division, of
McCullough Associates, Inc., bas''paid all bills for material, labor, supplies,
and services and no suits are pending in regards to the Water Distribution
Mains, Project No. W.W.O. 11606 for the City of Lubbock, Texas, campleted by
McCullough Contracting Company.
December 1 1
Date Signed
To: McCullough Contracting Company.
P. 0. Box 957
Murfreesboro, Tennessee 37130
Original Amount of the Contract
Change Order #1 (Retainage 10% to 5%)
Change Order #2
Amended Amount of Contract
Change Order #3
Amended Amount of Contract
Change Order #4
Amended Amount of Contract
Change Order No. 4
Water Distribution Mains
-Pgmp S ta. No. 9 to 4th St. & Chicago'Ave.
Water Treatment Plant to Pump Sta. No. 4
Memphis Ave. 82nd St. to 98th Street
W. W. 0. 11$06
$2,995,046.90
NONE
$ 1,213.60
$2,996,260.50
$ 11,146.03
$3,007,406.53
$ 13,613.93
$3,021,020.46
WHEREAS, it is desirable to make changes in the plans and specifications
for this project;
THIS AGREEMENT WITNESSETH: In consideration of the mutual advantages
gained, the Owner and the Contractor agree to the change shown herein and
in the attached exhibits and data and the Owner and the Contractor agree
that the original contract between them shall be modified and amended to the
extent herein indicated.
IN WITNESS WHEREOF, the Owner and the Contractor have hereto set their
hands this the 12th day of April, 1984.
McCullough Contracting Company CITY OF LUBBOCK
OWNER
ci6fsk.7�[/ BY
Mayo
ATTEST:
ty Secretary
RECOMMENDED FOR APPROVAL:
r
Chie-r,fiineer, Water'Utilities Engr.
Attachment of Change Order No.4
McCullough Contracting Company
W.W.O. 11606
EXPLANATION OF CHANGE
1. Realign grade by relaying 45° bend due to unknown storm sewer at station
2+00.
2. Encountered concrete blocking on existing water line at station 5 + 60.
3. Had to have pipe cut in half and install two 5 degree grade adapters.
4. Resetting 84" R.C.P. concrete box over Venturi meter.
5. Had to remove concrete bedding under existing 42" water line.
6. G.H.A. had to cut off two feet of standard joint to make tie-in line up.
7. Lost time due to City not completely closing values.
8. 8" AC line encroachment on south side of Municipal Drive.
9. 6" AC water break in front of Public Works on Municipal Drive.
10. Pump Station #7 By -Pass line.
11. 24" and 20" Tie-in @ Municipal Drive and Quirt Avenue,
12. 12" C.I. Water Line in Quirt Avenue @ Municipal Drive,
13. Reroute of 30" line across Municipal Drive due to angle of crossing with
existing 39" well supply line.
BREAKDOWN OF CHANGE
(1) 6/2/82 - Realign grade by relaying 45° bend due to unknown Storm Sewer at
Station 2+00+ on our line and grade.
Labor:
Foreman, One Operator, Three Laborers for 3 hours $112.50
Expenses for Foreman, Two Laborers for 0.30 days
@ $20/day each 18.00
Fringe @ 20% of Labor
Equipment:
22.50
LS 5800 Backhoe, Case 580, Lazer, Ford Pickup for 3 hours 144.00
Diesel Fuel and Grease 15.00
Subtotal for Item (1) $ 312.00
-2-
(2) 6/10-15/82 - Encountered concrete blocking on existing water line at
Station 5+60+ on our line and grade. City welded joints of existing line
after we exposed same because City wanted to break out blocking in lieu
of going deeper.
Labor:
Foreman, One Operator, Three Laborers for 26.5 tours
Expenses for Foreman and Two Laborers for 3 days
@ $20/day each
Fringe @ 20% of Labor
Equipment:
Cat 215 Backhoe, ESP22 Crane, Ford Pickup for 26 1/2 hrs.
Diesel Fuel and Grease
$ 975.00
180.00
195.00
1,318.38
40.00
Subtotal for Item (2) $2,708.38
(3) 6/15/82 - Had to have pipe cut in half and install two 5` Grade
Adaptors in order to break pipe back up on a grade that would hit
out close enough to make the tie-in at Station 6+75. This occurred
because of having to make so many grade changes back down the line
to get over or under formerly unknown existing utilities.
Materials and Fabrication:
G-H-A Invoice No. 311519
G H-A Invoice No. 311518
G-H-A Invoice No. 311514
Labor:
Foreman, One Operator, Three Laborers for 4 hours
Expenses for Foreman and Two Laborers for,0.5 day
@ 20/day each
Fringe @ 20% of Labor
Equipment:
Cat 215 Backhoe, ESP22 Crane, Ford Pickup for 4 hours
Subtotal for Item (3)
$ 208.00
$ 317.00
$ 317.00
$ 152.00
$ 30.00
$ 30.40
$ 199.00
$1,253.4C
-3- .
(4) 6/23/82 - City concerned over size of 84" concrete box over Venturi
after we had installed lower section. We had to remove this section
and reset five days later.
Labor:
Foreman, One Operator, Two Laborers for 4 hours
Expenses for Foreman, Two Laborers for 0.50 day
@ $20/day each
Fringe @ 20% of Labor
Equipment:
HSP22 Crane, Ford Pickup for 4 hours
Diesel Fuel and Grease
$ 134.00
30.00
26.80
109.00
20.00
Subtotal for Item (4)
(5) 7/7/82 - Had to remove concrete bedding under existing 42 " water
line at Station 6+26+ on our line and grade.
Labor:
Foreman, One Operator, Four Laborers for 3 hours 127.50
Expenses for Foreman and Two Laborers for 0.30 day
@ $20/day each 18.00
Fringe @ 20% of Labor 25.50
Equipment:
Cat 215 Backhoe, HSP22 Crane, Ford pickup for 3 hours 149.25
Diesel Fuel and Grease 10.00
Subtotal for Item (5)
(6) 7/8/82 - G-H-A had to cut off two feet of standard joint in order to
make the tie-in line up.
Materials and Fabrication:
G-H-A Invoice No. 331525 490.00
Labor:
Foreman, One Operator, Two Laborers for 7 hours 234.50
Expenses for Foreman, Two Laborers for 0.8 day @$20/day ea. 48.00
Fringe @ 20% of Labor 46.90
$ 319.80
$ 330.25
-4-
Equipment:
Cat 215 Backhoe, HSP22 Crane, Ford.Pickup for 7 hrs. $ 348.25
Diesel Fuel and Grease 25.00
Subtotal for Item (6) $1,192.65
(7) 7/9-10/82 - Water was not completely shut off when we broke into
existing 42" at Station 6+75. Lost 8 hours in down time and
cleanup.
Labor:
Foreman, One Operator, Three Laborers for 8 hours 291.00
Expenses for Foreman and Two Laborers for 1 day @
$20/day each 60.00
Fringe @ 20% of Labor 58.20
Equipment:
Cat 215 Backhoe, HSP22 Crane, Ford Pickup for 8 hours 398.00
Diesel Fuel and Grease 20.00
Subtotal for Item (7)
Total of Items (1) - (7)
Profit and Overhead @ 15%
Total Items (1) - (7)
(8) On October 5, 1982 at 10:00 am, an 8" Asbestos Cement Water Line
encroached on our ditch for the 30" R.C.C.P. Water Line. This
line had been located by city personnel as being several feet
northwest of its actual location. This resulted in our breaking
the 8"line during excavation. We were shut down for the rest of
the day and on a stand-by status for 7 hours to assist the city
until the line was repaired. This also resulted in the 30" line
being flooded which caused a significant amount of mud to enter
the 30" line which took 4 hours to remove.
Additional Cost Incurred by McCullough Contracting:
Labor: Foreman - 11 hours @ $12.50/hour $ 137.50
Operators- 2 each for 11 hours @ $7.50/hour 165.00
Laborers - 3 each for 11 hours @ $5.25/hour 173.25
Labor 475.75
Fringe @ 20% 95.15
$ 827.20
$6,943.68
1,041.55
$79985.23
Subtotal for Labor 570.90
-5-
Equipment:
LB 5800 Backhoe 1.25 Day @ $275/day $ 343.75
CAT 950 Loader 1.25 Day @ $125/day 156.25
Chevy 2 Ton Dump 1.25 Day @ $92/day 115.00
Lazer.1.25 Day @ $23/d-ay 28.75-
Tool Trailer 1.25 Day @ $3/day 3.75
Ford Pickup 1.25 Day @ $28/day 35.00
3" Pump 1.25 Day @ $3/day 3.75
Equipment 686.25
Fuel & Grease 20.00
Subtotal for Equipment $ 706.25
Total 1,277.15
Profit and Overhead @ 15% 191.55
Total for Item (8) 1*468.70
(9) On October 22, 1982 at 10:00 AM, we broke a 6" Asbestos Cement
Water Line which had not been located after having been advised
that there were no utilities, other than telephone, in the imme-
diate vicinity. After breaking the line, city personnel took
5 hours to determine how to cut off line. Crew shut down but
remained on stand-by status with expectations of resuming work
when water was shut off. Crew was down for 7 hours.
Additional Cost Incurred by McCullough Contracting:
Labor: Superintendent - 4 hours @ $14.42/hour 57.68
Foreman - 7 hours @ $12.50/hour 87.50•
Operator - 7 hours @ $7.50/hour 52.50
Laborers - 2 each 7 hours @ $5.25/hour average 73.50
Labor 271.18
Fringe @ 20% 54.24
Subtotal for Labor
Equipment:
LB 5800 Backhoe-0.75 day @ $275/day 206.25
Ford Pickup-0.75 day @ $28/day 21.00
Lazer -0.75 day @ $23/day 17.25
Pontiac Car-0.50 day @ $20/day 10.00
Equipment 254.50
Fuel & Oil 15.00
Subtotal for Equipment
Total
Profit and Overhead @ 15%
Total for Item (9)
325.42
269.50
594.92
89.24
684.16
-6-
10. Pump Station No. 7 - 24" Bypass line - Due to the flanged outlet
not existing as shown on plans, Gifford -Hill -American had to
make a dry tap on line. McCullough furnished labor and equipment
to assist G.H.A. in making tap and necessary changes in grade to ..
make the line fit. Additionally, we were directed to turn the
check valve around from its originally installed position. The
additional work involving McCullough is as follows:
(a) Project Superintencent's time in working out problems
and details for revisions - 12 hours.
(b) Turn around check valve - Superintendent and two laborers
with rented crane - 4.5 hours.
(c) Preparing pit for G.H.A. to make a dry tap on the existing
line. Operator and laborer with Case 580 - 8 hours.
(d) Pumping down gravity line so that G.H.A. could make the
dry tap - Two laborers and rented pump - 2 hours.
(e) Extra time involved in order to insure proper vertical
alignment by installing two 5 degree grade adaptors -
Superintendent and two laborers with rented crane - 4 hours.
(f) Additional bedding required because of dry tap being made
on top of pipe.
Additional Cost Incurred by McCullough Contracting:
Labor: Superintendent - 20.5 hours @ $14.42/hour $ 295.61
Operator - 8 hours @ $8.50/hour 68.00
Laborers.- 29 total hours @ $5.25/hour average 152.25
Labor 515.86
Fringe @ 20% 103.14
Subtotal for Labor 619.00
Equipment:
Pontiac Car - 2.5 days @ $20/day 50.00
35 Ton Crane with operator-8.5 hours @ $70/hour 595.00
Case 580-1 day @ $60/day 60.00
2" pump (rented)-1 day @ $24/day 24.00
Ford Pickup-1 day @ $24/day 24.00
Equipment 753.00
Fuel & Oil 20.00
Subtotal for Equipment 773.00
Materials:
1" Gravel - 2 loads - P.A. #019021 346.36
3 cubic yards concrete @ $53/C.Y. 159.00
3 hours welding by G.H.A. @ $35/hour Invoice #331564 105.00
2 each 5 degree grade adaptors Invoice #311571 474.00
Materials 1,084.36
Total 2,476.36
Profit and Overhead @ 15% 371.44
Total for Item (10) $2,847.80
-7-
11. Location of the 24" Stubout and 20" Stubout in Quirt Avenue
and Municipal Drive was not as shown on plans. This resulted
in G.A.A. making two dry taps on new 30" line and plugging and
blocking existing outlets, and shutdown time on equipment and
personnel.
Additional Cost Incurred by McCullough Contracting:
Labor: Foreman-10 hours @ $12.50/hour
Operators-25 hours @ $7.50/hour average
Laborers-12 hours @ $5.25/hour average
Labor
Fringe @ 20%
Subtotal for Labor
Equipment:
LB 5800 Backhoe-1.75 day @ $275/day
Case 580 Backhoe - 2 days @ $60/day
Ford Pickup - 1 day @ $28/day
CAP 950 Loader- 1 day @ $125/day
Equipment
Fuel & Oil
Subtotal for Equipment
Materials:
Approximately 20 CY Fill Sand @ $5.27/Ton @ 1.3 Ton/CY
8 hrs. welding by G.H.A., Invoice #331568
4 1/2 hours welding by G.H.A., Invoice # 331569
Materials
Total
Profit and Overhead @ 15Z
Total for Item (11)
12. 12" Cast Iron Water Line in Quirt Ave. & Municipal Drive
Labor - Foreman-8 hrs. @ $12.50/hr.
Operator - 1 ea. for 9 hrs. @ $7.50/hr.
Laborers - 4 ea. for 9 hrs. @ $5.00/hr.
Fringe @ 20%
Subtotal for Labor
Equipment - LB 5800 - 1 day @ $275/day
Chevy 2 Tn. Dump - 1 day @ $92/day
Lazer- 1 day @-$23/day
Tool Trailer - day @ $3/day
Ford Pickup - 1 day @ $28/day
Rented Pump -Ticket attached
Diesel Fuel and Grease
Subtotal for Equipment
$ 125.00
187.50
63.00
375.50
75..10
$ 450.60
481.25
120.00
28.00
125.00
754.25
40.00
794.25
137.00
280.00
157.50
574.50
1,819.35
272.90
2,092.25
100.00
67.50
180.00
347.50
69.50
275.00
92.00
23.00
3.00
28.00
46.20
$467.20
25.00
417.00
492.20 0
Materials - 2 ea. 30" - 5° Grade Adaptors @ $278.00 $
556.00
1 ea. 12" Pipe Sleeve @ $115.23
115.23
1 ea. 12" Dresser Coupling @ $125.76
125.76
5 LF 12" D.I. Pipe @ $13.98
69.90
Subtotal for Materials
866.89
$
1,776.09
Profit & Overhead @ 15%
266.41
Total Item (12)
2,042.50
13. Reroute of 30" line across Municipal Drive due to angle of
crossing with existing 39" well supply line.
Labor - Superintendent - 2 hrs. @ $14.42/hr.
28.84
Foreman - 8 hrs. @ $12.50/hr.
100.00
Operators - 2 ea. for 9 hrs. @ $7.50/hr.
135.00
Laborers - 7 ea. for 9 hrs. @ $5.25/hr. (average)
330.75
594.59
Fringe @ 20%
124.44
Subtotal for Labor
$
713.51
Equipment - LB 5800 Backhoe - 1 day @ $275.00/day
275.00
CAT 950 Loader - 1 day @ $125.00/day
125.00
Chevy 2 Tn. Dump - 1 day @ $92.00/day
92.00
Lazer - 1 day @ $23.00/day
23.00
Tool Trailer - 1 day @ $3.00/day
3.00
Ford Pickup - 1 day @ $28.00/day
28.00
Pontiac Car - 1/4 day @ $20/day
5.00
551.00
Diesel Fuel & Grease
50.00
Subtotal for Equipment $ 601.00
Materials - 3° Grade Adaptor 278.00
5° Bevel on TX 67 101.00
379.00
1,693.51
Profit & Overhead @ 15% 254.03
Total Item (13) 1,947.:54
Total requested by Contractor (Items 1 - 13) $ 19,068.18
Amount agreed by Contractor and City Staff for
.recommended Change to Contract $ 13,613.93
MONTHLY ESTIMATE Page 1
CITY OF LUBBOCK
Water Distribution Mains, Pump Sta. No. 9 to 4th St. &
Project: Chicago Ave., Water Treatment Plant to Pump Sta. No 4 Project No. W.W.n. 11606
Memphis Ave. 82nd St. to 98th St.
Contractor:-McCt111- ugh rontrarting Company Estimate No. 14 & Final
Address: P . 0. Box 957 Contract S $ 3 , 021, 020.46
Murfreesboro, Tennessee 37130
Estimate Period From July 1 , 19 n to April 12 , 19 84
On First estimate and final estimate use actual work dates
ITEM
UNIT OF
MEASURE
PROJECT
EST. QUANTITIES
WORK DONE
ON CONTRACT
CONTRACT
PRICE
AMOUNT
1. 54" approved Class 150 pipe
L.F.
20.19
1655
11()_40
$ 215,812.00
furnished and installed
including fittings an
embedment complete in place,
8-10' cutper linear foot;
2. 54" approved Class 150 pipe
L.F.
2742
3082
1
furnished and installed
including fittings and
embedment, complete in place,
10-12' cutper linear foot:
3. 54" approved
L.F.
208
373
140.80
52,518.40
furnished and installed
including fittings and
embedment complete in lace
12-14 cut er linear foot;
4. 54" approved Class 150 Ripe
L.F.
454
313
45.6.23.20
furnished and installed
including fittings and
embedment, complete in place.
14-16' cut er linear foot*
5. 48" approved Class 150 RiRe
20
11
furnished and installed
including fittings and
embedment, complete in place,
10-1 cut, per linear foot;
MONTHLY ESTIMATE
Page 2
CITY OF LUBBOCK
Water Distribution Mains, Pump Sta. No. 9 to 4th St. &
Project: Chicago Ave., Water Treatment Plant to Pump Sta. No. 4,
Memphis Ave. 82nd St. to 98th St.
Contractor: _ t-rij 1 nigh Contracting Comnany
Project No. W.W.O. 11606
Estimate No. 14 & Final
Address: P . 0. Box 957 Contract $ $ 3, 021, 020.46
Murfreesboro, Tennessee 37130
Estimate Period From July 1, , 19 83 to —_ April 12 , 19 84
On First estimate and final estimate use actual work dates
ITEM -
UNIT OF
MEASURE
PROJECT
EST. QUANTITIES
WORK DONE
ON CONTRACT
CONTRACT
PRICE
AMOUNT
6. 48" approved Class 150 pipe
L.F.
27
53
E 200.00
10 600.00
furnished and installed
including fittings and
embedment, complete in place,
-
-1 cut, per linear foot;
7. 48" approved Class 150 pipe
L.F.
25
30
> 200.00
6,000.00
furnished and installed
including ittings_and
embedment complete in place,
14-16' cut, per linear foot;
S. "
16
200.00
3,200.00
furnished and instalied
including fittings
embedment complete in Place,
16-18' cut perlinear foot;
9. 36" approved Class 150 nine
T1. V.
61
228
12,631.20
furnished and in" • al e
including fittings and
embedment complete in Place
6-8' cutper linear foot;
4
10. 36" approved Class 150 PjPe
L.F.
2034
3246
5 56.00
181,776.00
furnished and installed
includiniz fittings .and
embedmentV com lete in lace
8-10' cutper linear foot;
Page 3
MONTHLY.. ESTIMATE
CITY OF LUBBOCK '
Water Distribution Mains, Pump Sta. No. 9 to 4th St. &
P
rect: Chicago ave., Water Treatment Plant to Pump Sta. No. 4, Profit No.
Memphis Ave. 82nd St. to 98th St. Contractor: McGul lough Contracting Company Estimate No. 14 &Final
Address: P. 0. Box 957
Contract $_
Murfreesboro, Tennessee 37130
Estimate Period From July 1 , 19 n to _ April .1984
on First estimate and final estimate use actual work dates
W.W.O. 11606
ITEM -
UNIT OF
MEASURE
PROJECT
EST.OUANTITIES
WORK DOME
ON CONTRACT
CONTRACT
PRICE
AMOUNT
L1. 36" approved Class 150 pipe
L.F.
568
307
60 0
18 -573.50
furnished and installed
including fittings and
embedment complete in place,
10-12 cut, per linear foot;
.2. 36" approved Class 150 pipe
L.F.
612
293
62.20
18-974-60
furnished and installed
including fittings and
embedment complete -in place,
12-14' cutper linear foot:
.3. 36" approved Class 150 DiRe
L.F.
613
368
IS 65.: 0
furnished and installed
including fittings and
embedment, complete in place,
14-16T cut, per linear foot;
4. 36" approved Class 150 pipe
72
88.30
6,357.60
furnished and ins- alled
including fittings
--and
embedment, complete in place,
16-18' cutper linear foot:
.5. 30" approved Class 150-Di-De
L.F.
688
323
furnished and installed
including fittings and
embedment complete in lace
4-6' cutper linear foot:
MONTHLY ESTIMATE
Page 4
CITY OF LUBBOCK'
Water Distribution Mains, Pump Sta. No. 9 to 4th St. &
Project: Chicago Ave.. Water Treatment Plant to Puma Sta, No 4.
-Chicago
Ave. 57nd St. to t.
Contractor: McCullough Contracting Company
Project No. W.W.O. 11606
Estimate No. 14 & Final
Address: P. 0. Box 957 Contract$ $ .. 3,021,020.46
Murfreesboro, Tennessee 37130
Estimate Period From July ' 1 , 19 83 to April 12 , lg 84
On Fist estimate and final estimate use actual work dates
ITEM -
UNIT OF
MEASURE
PROJECT
EST. QUANTITIES
WORK DONE
ON CONTRACT
CONTRACT
PRICE
AMOUNT
16. 30" aPProved Class 150-PiRe
L.F.
22
19,321
39.90
770,907.90
furnished and installed
including fittings and
embedment, complete in place,
6-8' cut er linear foot:
U. 30" approved Class 150 nine
L.F.
7,737
9 238.46
40.30
372
furnis ed and installed
includinsz fittin s and
embedment complete in place,
8-10' cutper linear foot;
L8. 30" approved Class 150 pipe
L.F.2,433
43.70
106 322.10
furnished and installed
including fittings and
embedment, complete in place,
10-12 cut, per linear foot;
.9. 30" approved Class 150 nine
L.F.
310
338
15 176.20
furnished and installed
including
embedment com to in place._--�'
12-14' cutper linear foot:
:0. 24" approved C1ass.150 a
.F
9 976
305,265.60
furnished and installed
including fittings and
embedment co=plet6 in lace
6-8' cut, per linear foot-,
MONTHoLY ESTIMATE
Water, Distribution Mains, Pump Sta. NTo �9�toU4B q .
Project: Chicago Ave., Water Treatment Plant to Pump Sta. , No. 4,
Memphis Ave. 82nd St. to 98th St.
Contractor: Mr^Cnt 7 nlagh Contracting Company
Page 5
Project No. W.W.O. 11606
Estimate No. 14 & Final
Address: P . 0. Box 957 Contract $ S 3, 021, 020.46
Murfreesboro, Tennessee 37130
Estimate Period From July 1 , 19 83 to April-- 12 , 19 84
On First estimate and final estimate Use actual work dates
ITEM
UNIT OF
MEASURE
PROJECT
EST. QUANTITIES
WORK CONE
ON CONTRACT
CONTRACT
PRICE
AMOUNT
21. 20" approved C1ass.150 pipe
L.F.
63
80.28
55.00
4,415.40
furnished and installed
including fittings and
embedment, complete in place,
cut, per linear foot;
22. 12" a roved Class 150 a
2,720.80
37 819.12
furnished and installed
including fittings -and
embedment, complete in place,
per linear foot;
t 10" approved
42
Pipe furnished and installed
including fittings and
embedment complete in place,
per linear foot;
?4. 12" approved
39.40
1,418.40
furnished and installed
includings fittings and
embedment complete in place,
per linear foot •
'.5. 8" approved iron' i e
L.F.
48
28
15.00
420.00
furnished and installed'
including fittin s.and
embedment, com lete itilace
per linear foot;
MONTHLY ESTIMATE
Page 6
CITY OF LUBBOCK '
Water Distribution Mains, Pump Sta. No. 9 to 4th St. &
Project: ChicaEo Ave., Water Treatment Plant to Pump Sta. No. 4
'memphis Ave. bZnd St. to 98th St.
Project No. W.W.O. 11606
Contractor: McCullough Contracting Company Estimate No. 14 & Final
Address: P . 0. Box 957 Contracts $ 3,021,020.46
Murfreesboro, Tennessee 37130
Estimate Period From July 1, , 19 83 to April 12 .19 84
On First estimate and final estimate use actual work dates
ITEM -
UNIT OF
MEASURE
PROJECT
EST. QUANTITIES
WORK DONE
ON CONTRACT
CONTRACT
PRICE
AMOUNT
26. 4" A ate valve and box
I
$ 250.00-
250.00
furnished and installed
complete in place, per each;
27, 10" Rate valve and box
Each
1
1
furnished and installed
complete in place, per each;
28. 12" gate valve and box,
Each
3
3
$ 600.0
furnished and installed
complete in place, per each;
29. 6" air and vacuum relief
Each
7
3
valve assemblies and boxes
including piping, valve and
fittings complete in place,
per each;
30. 14 x 10 inch tapping sleeve
Each
I
3,000.00
and taUing valve -:-and box
furnished and installed
including wet tie-in complete
in place, per each;
�-
31. 12 x 10 inch to yinjz sleeve
Each
2
2
2,400.00
4,800.00
and tapping valve and box
furnished and installed
including wet tie-in
complete in place, -per each;
'
MONTHLY ESTIMATE
Page
7
'
CITY OF LUBBOCK -
Water Distribution Mains,
Pump Sta. No. 9 to 4th St. &
Project; Chicago Ave., Water Treatment Plant to Pump Sta. No. 4,
Project No.
W.W.O. 11606
Memphis Ave. 82nd St. to
98th St.
Contractor: _ McCullough Contracting
Company
Estimate No.
14 & Final
Address: P . 0. Box 957
contract,;
$ 3, 021, 020.46
Murfreesboro, Tennessee 37130
Estimate Period From Julv 1- 7 ' , 19LU to April 12 , 19,R4
On First estimate and final estimate use actual work dates
ITEM
UNIT OF
MEASURE
PROJECT
EST. QUANTITIES
WORK DONE
ON CONTRACT
CONTRACT
PRICE
AMOUNT
32. 10 x 8 inch tapping sleeve
Each
0
s 2,200.00
0.00
and tapping valve and box
'furnished and installed
including wet tie-in,
complete in place, per each;
33. 14 x 10 inch tapping saddle
1
$ 2,800.00
and tapping valve and box
furnished and installed
including wet tie-in
complete in place, per each;
34. 18" flanged butterfly yAlyp
Each
1
17,500.00
7,500.00
and special concrete box as
shown on Plans including
coupling, furnished and
installed complete in place,
per each;
45. 20" flanged butterfly
1
S
5 00.0
and 66" R.C.P.
coupling, furnished and
installed complete in place,
per each;
16. 24" flanged butterfly valve
Each
2
2
6,600.00
13 200.00
and 72" R.C.P. box including
coupling, furnished and
installed, complete in place,
per each;
MONTHLY ESTIMATE
P age 8
CITY OF LUBBOCK* -
'Water Distribution Mains, Pump Sta. No. 9 to 4th St. &
Project: _Chicago Ave. Water Treatment Plant to Pump Sta.No 4
Memphis Ave. 82nd St. to 98th St.
Contractor: McCullough Contracting Company
Project No. W.W.O. 11606
Estimate No. 14 & F{nal
Address: P . 0. Box 957 Contract S $ 3, 021, 020.46
Murfreesboro, Tennessee 37130
Estimate Period From July 1, , 19 83 to April 12 , i9 84
On First estimate and rinai estimate use actual work dates
ITEM
UNIT OF
MEASURE
PROJECT
EST. QUANTITIES
WORK DONE
ON CONTRACT
CONTRACT
PRICE
AMOUNT
37. 30" flan ed'butterfl valve
Each
•5
5
$11 000.00
$ 55 000.00
and 84" R.C.P. box including
coupling, furnished and
installed, complete in place,
per each;
38. 54" flanged butterfly valve
Each
1
$30,000.00
30,000.00
and 102" R.C.P. box including
coupling, furnished and
installed, complete in place,
per each;
0. 24" direct bury flanged
Each
2
2
$ i, inn nh
6,600.00
butterfly valves and boxes
furnished and installed
complete in place, per each;
f0. 36" direct bury flanged
Each
1
butterfly valve
furnished and installed
complete in place, per ach•
.1. Boring for 48" a
307
76.00
including furnishing and
installing 36" Class 150
pie in bore (Quaker Ave. &
U.S.w
in place, per linear
2. 48" encasement furnished and
L.F.
287
287
26 978.00
installed in bore (Ouaker Ave,
& U.S. Highway 84 complete
in place, per linear foot;
f,
Project:
MONTHLY ESTIMATE
CITY OF LUBOCK'
'Water Distribution Mains, Pump Sta. No. 9 to 4t St. &
ChieAvn AvP_ _ WArpr Tvantrnont pl not to D..e " Qte Mrs I
Memp
Contractor:
Address: P . 0. Box 95 7
Murfreesboro, Tennessee 37130
Page 9
Project No. W.W.O. 11606
Estimate No. 14 & Final
Contract$ $ 3,021,020.46
Estimate Period From July 1 , 19 83 to April 12 , 19 84
on First estimate and float estimate use actual work dates
ITEM
UNIT OF
MEASURE
PROJECT
EST. OUANTITIES
WORK DONE
ON CONTRACT
CONTRACT
PRICE
AMOUNT
�3. Boring including 21" encasemen
L.F.
97
97
86 00
$ 8,342.00
and 12" Class 150 cast iron
furnished and installed in
bore Frankford Ave. and
Erskine St. complete in place,
per linear foot;
F4. Boring for 42" encasement
L.F.
350
350
S 70 QDL
24 ,500.00
including furnishing and
installing Class 150 pipe
n ore complete in place,
per linearfoot;
6. 42" encasement furnished
L.F.
310
350
87.00
30,450.00
and installed in bore
complete in place, per linear
oot;
�6. Concrete base for Paving
S.Y.
1,242
1,532.33
S 20,
30,646.60
re air complete in place,
per squareyard;
.7. 36" Flanged Butterfly Valve
Each
1
1
S 7,500.00
7,500.00
installed furnished by Owner
including furnishing and
installing 84" R.C.P. box,
coupling and all other
necessary appertenances,
complete in place, per each;
Page 10
MONTHLY hb U MATE
CITY OF LUBBOCK
Water Distribution Mains, Pump Sta. No. 9 to 4th St. &
Project: Chicago Ave., Water Treatment Plant to Pump Sta. No. 4, Proi=No. W.W.O. 11606
Memphis Ave. 82nd St. to 98th St.
Contractor: McCullough Contracting Company Estimate No. 14 & Final
Address: P. 0. Box 957 Contract$ $ 3,021,020.46
Murfreesboro, Tennessee 37130
Estimate Period From July 1 , 19 83 to April 12 , 19 84
On First estimate and anal estimate use actual work dates
ITEM UNIT OF PROJECT WORK DONE: I CONTRACT
MEASURE EST. QUANTITIES ON CONTRACT PRICE AMOUNT
48. 24" Insert Check Valve
Each
1
furnished by Owner, to be
installed, including furnishin
and installing 84" R.C.P.
valve box and all other
necessary appurtenances,
complete in place, per each;
.49. 24" x 18" Tap on Gifford Rill
Each
1
1
P-303 cylinder pipe including
tapping Saddle, 18" Flanged
tapping valve, wet ties and
other incidentals necessary
for a complete installation
in Place, Per each•
50. 36" Insert type venturi tube
Each
1
.and flow transmitter,
furnished and installed
including signal lines from
the transmitter to the Public
Works control room coupling,
84" R.C.P. manhole for meter
box, and all other incidentals
necessary for a complete
installation in place, per
.each;
Change Order No. 2
1,213.60
Change Order No. 3
11,146.03
Change Order No. 4
13,613.93
APPROVE. •
i'
For En ''s Of fire
Total Amount of Work Done ....... S 3, 013, 687.02
Less I % Retained ............. S
Difference .. ...... .........S 3,013,687.02
Less Special Deduction ......... . $
4gg da s 5S250?.00/Day
Less LiquiNateg- D�iriaO .... .... $ 12, 250.00
less Previous Payments........... S 2,970,072.36.
Amount Due this Estimate......... 3 _ 31, 364.66
Ca1CUlat10"S by.*0
EnQi ee. Date
"
c'u`keo b '
Dep d Date
ci..etor Date
't 714
OCT 22 ISO
81-40A-714-1016 Consider Chan e'Order on public works contracts awarded after SeRtember 1,
(27) 1981, reducing amount of retainage on monthly estimates.
The Legislature recently passed a bill whereby any contract over $400,000 awarded
*See Reso. 922 after August 31, 1981, involving payments on the retainage, would be required to
dated 9/24/81 comply with certain requirements affecting the retainage. If retainage is over
for Orig Contract 5%, the retainage must be placed in a special interest -bearing account and the
monies placed in the account plus the interest earned is to be paid to the contrac
*See Reso. 982
dated 12/10/81 The proposed Change Order would reduce the retainage to 5%, thus complying with
.for Change Ord. the law. Those contracts affected are:
No. 2
Reso 925 - 25 wells in the Sandhills Well Field (High Plains Drilling
*See Reso. 1191 Company)
dated,8/26/82
for Chg. Ord.- Reso 923 - Treatment Plant expansion and Pump Station construction
No. 3, (Cooper Construction Company)
*See Reso.-1662 Reso 922 - Water Distribution lines (McCullough Construction Company)
dated 4/12/84
for Chg. Ord. Reso 912 - Terminal Storage Reservoir (Malvon Construction Company)
No. 4
The motion was made by Councilman Brown, seconded by Councilwoman Baker to
*See•CC.Minutes of approve the above referenced Change Orders affecting the referenced contractors.
4/12/84 #39 Motion carried: 5 Yeas; 0 Nays.
Project.accepted
final'payment authorized.
81-40A-714-1017 Consider accepting well collector lines, Wells 231-240, and authorize final
(28) payment to contractor.
This is a routine acceptance.
The motion was made by Councilwoman Baker, seconded by Councilman Aderton to
accept the construction of the well collector lines, stated above, and to authorize
final payment to the contractor. Motion carried: 5 Yeas; 0 Nays. (See Reso 856,
June 25, 1981)
81-40A-714-1018 Consider a resolution authorizing the for to request a rehearing before the
0 RA1 Texan Water rnmmiaaion