HomeMy WebLinkAboutO-1999-2311
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ORDINANCE NO. 99- 2311
AN ORDINANCE APPROVING AND AUTHORIZING AN AGREEMENT BETWEEN THE
CITY OF LA PORTE AND HARRIS COUNTY, TO CONSTRUCT DRAINAGE
IMPROVEMENTS TO SUNRISE DRIVE; APPROPRIATING $100,000.00, TO FUND
SAID CONTRACT; MAKING VARIOUS FINDINGS AND PROVISIONS RELATING TO
THE SUBJECT; FINDING COMPLIANCE WITH THE OPEN MEETINGS LAW;
PROVIDING AN EFFECTIVE DATE HEREOF.
BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF LA PORTE:
Section 1. The City Council hereby approves and authorizes
the contract, agreement, or other undertaking described in the
title of this ordinance, in substantially the form as shown in the
document which is attached hereto and incorporated herein by this
reference. The Mayor is hereby authorized to execute such document
and all related documents on behalf of the City of La Porte. The
City Secretary is hereby authorized to attest to all such
signatures and to affix the seal of the City to all such documents.
City Council appropriates the sum not to exceed $100,000.00 from
the Capital Improvement Fund, to fund said contract.
Section 2.
The City Council officially finds, determines,
recites, and declares that a sufficient written notice of the date,
hour, place and subject of this meeting of the City Council was
posted at a place convenient to the public at the City Hall of the
ci ty for the time required by law preceding this meeting, as
required by the Open Meetings Law, Chapter 551, Texas Government
Code; and that this meeting has been open to the public as required
by law at all times during which this ordinance and the subject
matter thereof has been discussed, considered and formally acted
upon.
The City council further ratifies, approves and confirms
such written notice and the contents and posting thereof.
Section 3. This Ordinance shall be effective from and after
its passage and approval, and it is so ordered.
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ORDINANCE NO. 99- 2311
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PASSED AND APPROVED, this 8th day of February, 1999.
ATTEST:
pZtJ
Knox W. Askins,
City Attorney
By:
22~~
o an L. Malone,
Mayor
PAGE 2
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C' t:r\\~~
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City of La Por~e
Established 1892
September 17, 1998
The Honorable Tnn Fonteno
Harris County Commissioner - Precinct Two
1001 Preston, Room 950
Houston, Texas 77002
RE: Sunrise Drive Drainage Project
Dear Commissioner Fonteno:
The City of La Porte has set aside 5100,000 for ajoint venture with Harris County and the City of
Shoreacres to participate in the Sunrise Drive Drainage Project. Our budget year begins
October I, 1998.
Our cost sharing is not to exceed 5100,000 and also is limited to the level of contribution paid by the
City of Shoreacres. We would like to pay our portion on a percentage of work completed and will
require a detailed cost breakdown.
If this concept meets with your approval, please indicate in writing so I may set up an expense
account for this project. Will your office prepare an interlocal agreement?
I look forward to combining our resources for this proposed project to benefit our citizens.
Sincerely,
G~~lc T \lt~v~
Robert T. Herrera
City Manager
RTII:cjb
c Mr. Elmo Wright
Mayor and Council
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HARRIS COUNTY
PUBLIC INFRASTRUCTURE DEPARTMENT
ENGINEERING DIVISION
1001 Preston Avenue
Seventh Floor
Houston, Texas 77002
(713) 755-5370
7 January 1999
Mr. Robert T. Herrera, City Manager
City of La Porte
P.O. Box 1115
LaPorte, Texas 77572-1115
SUBJECT: Sunrise Drive Drainage Project
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Dear Mr. Herrera:
Per our telephone conversation, attached are duplicate originals of the agreement on
the drainage project referenced above. It is requested that the City execute the
originals and return both originals to this office. Harris County will then execute the
agreement and one fully executed original will be sent to the City.
In reference to the project please be advised of the following:
1. An identical agreement was sent to the City of Shoreacres. City of Shoreacres
will fund $100,000.00 toward the project cost. The City has already executed
the agreement and returned it to the County for execution.
2. Harris County at a later date will provide documentation of the executed
agreement and a copy of the check from the City of Shoreacres.
3. Upon execution of the agreement from the two cities, Harris County will
advertise for bids. A copy of the bid tabulation will be sent to each city along
with an invitation to attend the pre-construction meeting with the contractor.
Trusting that I have answered your questions, your immediate attention to the
execution of the agreement would be appreciated.
RLClic
Attachments
cc: Elmo Wright, Pet. 2
Jackie L. Freeman, HCPID
Central File
\\hcedadmn'sys\users\ta's\isabel\word\pct2\O 1-07.99 .003.doc
HARRISCO~TY
PUBLIC INFRASTRUCTURE DEPARTMENT
ENGINEERING DIVISION
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1001 Preston Avenue
Seventh Floor
Houston, Texas 77002
(713) 755-5370
2 June 1999
..
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. ..".. .
t "~." ~ .;'.:... ...
Mr. Robert Herrera
City Manager
City of laPorte
604 West Fairmont Pkwy.
laPorte, TX 77572-1115
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SUBJECT: Agreement
Sunrise Drive Drainage Improvements
Dear Mr. Herrera:
Transmitted is an executed original agreement on the road project referenced above.
Per Item 1. of the agreement, please submit a check payable to Harris County
Treasurer in an amount of $100,000 to this office. Enclosed is the bid tabulation.
Your immediate attention to the subject matter will be appreciated.
RLClic
Attachments as Noted
cc: Elmo Wright, Pet. 2
Central File
\\hcedadrnn~s\users\ta's\isabe1\word~t2\06-02-99 .002 .doc
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AGREEMENT
THE STATE OF TEXAS
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C('R',IBJ~
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COUNTY OF HARRIS
This Agreement is made and entered into by and between Harris County, a body corporate and
politic under the laws of the State of Texas, hereinafter called "County," and the City of LaPorte,
a city under the laws of the State of Texas, hereinafter called "City."
RECITALS:
The County intends to advertise for a construction contract (the "Contract"), pursuant to the
County Purchasing Act, to construct drainage improvements to serve Sunrise Drive from
Fairfield Avenue to Harris County Flood Control District Unit A 104-10-00 in Precinct 2..
It is to the mutual benefit of County and City to include within the Contract improvements
benefiting the City (the "Project").
The County is willing to award the Contract including the Project provided that City will provide
$100,000 toward the cost ofthe Project.
The parties agree as follows:
1. Within thirty (30) days after execution of this Agreement, the City shall deliver to the
County a check for $100,000.00.
2. Upon receipt and tabulation of the bids and determination of the lowest and best bid, the
County shall award the Contract, which shall include the Project, to the lowest and best bidder in
accordance with the usual and customary procedures of the County. It is expressly agreed and
understood that the County reserves the right to reject all bids. In such event, the County, in its
discretion, may either re-advertise for bids as in the first instance, pursuant to the same
understanding with regard to rejection of bids, or terminate this agreement as hereinafter
provided.
3. The County shall be responsible for administering the Contract. During the construction
of the Project, City shall have the right of access to the construction site and shall have the right
to review all documents, maps, plats, records, photographs, reports or drawings affecting said
construction, provided, however, City shall give notice by telephone to the County Engineer
prior to any inspection of either the site or documents and provided further that in conducting
said inspections, City shall not interfere with the work in progress.
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4. The County may make such changes and amendments to the drawings and specifications
within the general scope of the approved Project as the County deems necessary or desirable
during construction of the Project so long as the original scope and intent of the Project is
unchanged.
5. Either party may terminate this Agreement, without cause, at any time prior to the
approval of the Contract, by written notice to the other party, and neither shall have any further
obligation hereunder, except that the County shall promptly return to City the unexpended funds
paid to the County hereunder by City with any earnings received thereon.
6. It is expressly understood and agreed that County has available the sum certified as
available hereunder by the County Auditor to satisfy its obligations under this Agreement and the
County shall not be obligated to expend more than the maximum sum.
7. The City or its authorized representatives shall have the right to review and audit all
books, records, vouchers and documents of whatever nature related to County's performance
under this Agreement during the period of performance of this agreement and for three (3) years
thereafter or for so long as there exists any dispute or litigation arising from this agreement.
8. No party hereto shall make, in whole or in part, any assignment of this agreement or any
obligation hereunder without the prior written consent of the other party hereto.
9. This instrument contains the entire agreement between the parties relating to the rights
herein granted and the obligations herein assumed. Any modifications concerning this
instrument shall be of no force and effect excepting a subsequent modification in writing, signed
by all parties hereto.
IN TESTIMONY OF WHICH, this agreement, in duplicate counterparts, each having
equal force and effect of an original, has been executed on behalf of the parties hereto as follows,
to-wit:
a.
It has on th;t.,ScJ...day of , 1999, been executed on
behalf of the County by the County udge of Harris County, Texas,
pursuant to an order of the Commissioners Court of Harris County
authorizing such execution.
It has on the L day of h., rutf#^ , 1999, been executed on
behalf of City by its Mayor attested by its ity Secretary, pursuant to an
ordinance of its City Council authorizing such execution.
b.
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APPROVED AS TO FORM:
MICHAEL P. FLEMING
County Attorney
BY&~~
ohn M. Renfrow
Assistant County Attorney
ATTEST
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HARRIS COUNTY
CITY OF LAPORTE
BY~~~~
Ma or
AUDITOR'S CERTIFICATE
I hereby certify that funds are available in the amount of $894,000.00 to accomplish
and pay the obligations of Harris County herein.
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ORDER AUTHORIZING EXECUTION OF AGREEMENT
BY AND BETWEEN HARRIS COUNTY AND THE CITY OF LAPORTE
FOR DRAINAGE IMPROVEMENTS TO SERVE SUNRISE DRIVE
THE STATE OF TEXAS ~
~
COUNTY OF HARRIS ~
On this the ~ day of S-t r~
, 1999, the Commissioners Court of
Harris ~unty, Texas, sitting as the governing body ~s County, upon motion of Commissioner
btL~~ , seconded by commissioner~~/A.o , duly put and carried,
IT IS ORDERED that County Judge be, and he is hereby authorized to execute for and on behalf
of Harris County, an Agreement by and between Harris County and the City of LaPorte to construct
drainage improvements to serve Sunrise Drive, said Agreement being incorporated herein by reference
for all purposes as though fully set forth word for word.
_.. to Commissioners' court
PresenL....
FEB 231999
APPROVE
Recorded Vol_page_
. .
J.A. Costanza & Associates Engineering, Inc.
4301 Center St.
Deer Park, Texas 77536 281-930-9339
Consulting Engineers Fax 281-930-8110
May 3, 1999
Mr. Arthur Storey, Jr., P.E.
County Engineer
Harris County Public Infrastructure Department
1001 Preston, 7th Floor ;
Houston, TX 77002-1893
Attn.: Mr. Frank Ma, P.E.
Re.: Sunrise Drive
PIN B102/0495/001
Bid Tabulations
JAC 97017
Dear Mr. Ma,
Find attached the Sunrise Drive project Bid Tabulation. The apparent low bidder
is Angel Brothers Ent., Inc. with a $830,686.44 bid.
The apparent low bidder, Angel Brothers Ent., Inc. appears to have no
discretions in there bid. All other discretions with respect to the various bidders
have been detailed and a summary of these errors by bidder is attached.
The apparent low bidder, Angel Brothers Ent., Inc. appears to be a competent
contractor. We recommend the contract be awarded to Angel Brothers Ent.,
Inc.
If you have any questions please call.
Very truly yours,
J.A. COSTANZA & ASSOCIATES ENGINEERING, INC.
,.Q~ ~~ ~ E.
0, Costanza, P.E.O
attachments
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BID TABULATION
FOR
SUNRISE DRIVE
FROM H.C.F.C.D. UNIT A1 04-1 0-00 to FAIRFIELD AVENUE
PAGE NO.
1 ANGEL BROTHERS ENT., INC. **..****..***..***********************...**********, 1-4
2 J.T.B. SERVICES, INC. ...**************************..*******..***********, 1-4
3 RAMOS INDUSTRIES, INC. ******...*****...****....****.*.*.*....**********.., 1-4
4 JIMERSON UNDERGROUND, INC. *********..****.......***.*****..***...***..*******, 1-4
5 HUBCO, INC. ******.*.*******....*************.*****************, 5-8
6 CONRAD CONSTRUCTION, INC. *****..*******..***********************.***********, 5-8
7 WHITELAK, INC. *****..*******************...*******..************., 5-8
8 TEXAS-STERLING CONSTRUCTION **.....*******........***************.**......**..., 5-8
9 WM. H. GRAY CONSTRUCTION CO, INC **...*************************...*****************., 9-12
10 BEARDEN CONTRACTING CO. ***************************************************. 9-12
11 PATE & PATE ENTERPRISES, INC. ..*****************..*********...******************, 9-12
12 COLT UTILITIES, INC. ***************************************************, 9-12
13 CALCO CONTRACTING,INC. ***************************************************, 13-16
14 RAY FERGUSON INTERESTS, INC. *********************.*****************************, 13-16
DENOTES ERROR IN BID DOCUMENT. CORRECTED AMOUNT ;HO\MIl, INCORRECT AMOUNT SHO\MllIN PARENTHESES
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(1) (2) (3) (4)
ANGEL BROTHERS ENT.. INC J.T.B. SERVICES. INC. RAMOS INDUSTRIES INC. JIMERSON UNDERGROUND INC.
SECTION 2 - UTILITY ADJUSTMENTS
ITEM
NO. DESCRIPTION UNIT BID QUANT. UNIT BID TOTAL BID UNIT BID TOTAL BID UNIT BID TOTAL BID UNIT BID TOTAL BID
8 Place and T esl6-inch Welded Sleel Wale. Line LF 36 S 100.00 S 3.600.00 S 98.00 S 3,528.00 S 100.00 S 3,600,00 S 129,00 S 4,644.00
Including Appurtenances as per Plans,
Min, Wall Thickness 0,280", ComDlete
9 Place and Tesl6-lnch P.V.C., C-900. Wal' r LF 74 S 40.00 S 2,960.00 S 14.00 S 1,036,00 S 61,00 S 4.514.00 S 103.00 S 7.622.00
Line Including Appurtenances as Der Plan:
10 Remove and Dipose Water Line Supply P le, LF 99 S 1.00 S 99.00 S 12.00 S 1,188.00 S 6.00 S 594.00 S 9.00 S 891.00
All Sizes. Complele in Piece
11 Place and Tesl6-inch P.V.C.. SDR.26, LF 21 S 45.00 S 945.00 S 25.00 S 525.00 S 33.00 S 693.00 S 151.00 S 3,171.00
Sanitary Sewer Pipe, ComDlete in Place
12 Place and Test 8.inch P.V.C., SDR-26, LF 499 S 65.00 S 32,435.00 S 29.00 S 14,471.00 S 47.00 S 23,453,00 S 68.00 S 33,932.00
Sanitary Sewer Pipe, Complete in Place
13 Place and T esl Sanitary Sewer Manhole EACH 1 S 2,000.00 S 2,000.00 S 1,700.00 S 1,700.00 S 1,SOD.00 S 1,500.00 S 1,400.00 S 1,400.00
Complele in Place IDr
14 Remove and Dispose Sanitary Sewer EACH 1 S 300.00 S 300.00 S 1,000.00 S 1,000.00 S 350.00 S 350.00 S BOO.OO S 800.00
Manhole, Complele in Place lor
15 Remove and Dispose 6-inch Sanhary S8\\!r LF 18 S 5.00 S 90.00 S 14.00 S 252.00 S 8.00 S 144.00 S 9.00 S 162,00
Lead. Complele in Place for
16 Remove and Dipose B-inch Sanitary Sewer LF 499 S 2.00 S 998,00 S 16.00 S 7,984.00 S 6.00 S 2,994.00 S 9.00 S 4,491..00
Pipe, Complete in Place
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SECTION
ITEM
NO.
'1
SITE PREPARATION AND EARTHWORI
-SEI
(1) (2) (3) (4)
l' ANGEL BROTHERS ENT., INC J.T.B. SERVICES. INC. RAMOS INDUSTRIES. INC. JIMERSON UNDERGROUND .INC.
.
UNIT BID QUANT. UNIT BID TOTAL BID UNIT BID TOTAL BID UNIT BID TOTAL BID UNIT BID TOTAL BID
~ SY 146 S 15.00 S 2,190.00 S 11.00 S 1,606,00 S 7.00 S 1,022.00 S 28.00 S 4.088.op
, SY 3,840 S 1.00 S . 3,840.00 S 6.50 S 24,960.00 S 2.00 S 7,680.00 S 6.00 S 23,040.00
I LF 910 S 7.00 S 6,370.00 S 10.00 S 9,100.00 S 8.00 S 7,280.00 S 9.00 S 8,190.00
, SY 44 S 11.00 S 484.00 S 8.00 S 352.00 S 7.00 S 308.00 S 28.00 S 1,232.00
I LS 1 S 500.00 S 500.00 S 1.800.00 S 1,800.00 S 8,600.00 S 8,600.00 $ 2,200.00 S 2,200.00
, .1S
LF 1,228 S 5.00 S 6,140,00 S 5.00 S 6,140.00 S 4.00 S 4,912.00 S 6.00 S 7,368.00
LF 1,000 S 16.00 S 16,000,00 S 20.00 S 20,000.00 S 16.00 $ 16,000.00 S 16.00 S 16,000.00
,.TION1 S 35,524.00 S 63,958.00 S 45,802.00 S 62,118.00
SUNRISE DRIVE FROM H.e.F.e.D. UNIT A104-10-40 to FAIRFIELD AVENUE
BID TABULATION FOR
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DENOlES ERROR IN BID DOCUMENT. CORREClED AMOUNl SHOWN. INCORRECT AMOUNT SHOWN IN PAREtmlESES.
(1) (2) (3) (4)
ANGEL BROTHERS ENT. INC. J.T.B. SERVICES, INC. RAMOS INDUSTRIES INC. JIMERSON UNDERGROUND INC.
SECTION 4 - DRAINAGE SYSTEM
ITEM
NO. DESCRIPTION UNIT BID QUANT. UNIT BID TOTAL BID UNIT cliO TOTAL BID UNIT BID TOTAL BID UNIT BID TOTAL BID
23 18-inch R.C.P., C-76, CI. III. Storm Sewer LF 26 $ 45.00 $ 1,170.00 $ 30.00 S 780.00 $ 61.00 $ 1,586.00 $ 50.00 $ 1,300.00
ComDlete In Place for 1"$1,080.001
24 24-lnch R.C.P., C-76, CI. III, Storm Sewer LF 375 $ 54.00 $ 20,250.00 $ 38.80 $ 14,550.00 $ 57.00 $ 21,375.00 $ 57.00 $ 21,375.00
Comolete In Place for
25 3O-inch R.C.P., C.76, CI. III, Storm Sewer LF 44 $ 65.00 $ 2,860.00 $ 40.00 $ 1,760.00 $ 70,00 $ 3,080.00 $ 68.00 S 2,992.00
Comolete In Place for
26 42-inch R.C.P.. C-76, CI. III, Storm Sewer. LF 40 $ 107.00 $ 4,280.00 S 86.50 S 3,460.00 $ 97.00 $ 3,880.00 S 111.00 $ 4,440.00
ComDlete In Place for
27 48-inch R.C.P., C-76, CI. III, Storm Sewer. LF 117 $ 125.00 $ 14,625.00 $ 97.00 $ 11,349.00 $ 150.00 $ 17,550,00 $ 131.00 $ 15,327.00
Comolete in Place for
28 4'x4' R.C.B"C850, Storm Sewer, Including LF 268 $ 140.00 $ 37,520.00 $ 164 00 $ 43,952.00 $ 161,00 $ 43,148.00 $ 154.00 $ 41,272.00
Reducers and Transltions,Complete In PI.Jce
29 5'x4' R.C.B..C850. Storm Sewer,includin~ LF 775 $ 180.00 $ 139,500.00 $ 206.00 $ 159,650.00 $ 210.00 $ 162,750.00 $ 196.00 $ 151,900.00
Reducers and Transltlons.ComDlete in Place
30 6'x4' R.C.B., C850, Storm Sewer, LF 1.529 $ 210.00 S 321,090.00 $ 231.00 $ 353,199.00 $ 266.00 $ 406.714.00 $ 229,00 $ 350,141.00
Comolete in Place lor
I (1) I (2) I (3) I (4)
ANGEL BROTHERS ENT. INC J.T.B. SERVICES. INC. RAMOS INDUSTRIES INC. JIMERSON UNDERGROUND INC.
SECTION 2 - UTILITY ADJUSTMENTS
ITEM
NO. DESCRIPTION UNIT BID QUANT. UNIT BID TOTAL BID UNIT BID TOTAL BID UNIT BID TOTAL BID UNIT BID TOTAL BID
17 Remove and Relay Existing 12" R.C.P. LF 36 $ 35.00 $ 1,260.00 $ 38.00 $ 1,368.00 $ 12.00 $ 432.00 I $ 42.00 $ 1,512.00
Comolete In Place lor
18 Sanitary Sewer Bypass Pumping LS 1 $ 1,500.00 $ 1,500.00 $ 8,000.00 $ 8,000.00 $ 5,200.00 $ 5,200.00 $ 2,600.00 $ 2.600.00
ComDlete In Place lor
19 Trench Safety System (5'-10'). All Widths LF 333 $ 2.00 $ 866.00 $ 1.00 $ 333.00 $ 1.00 $ 333.00 S 1.00 $ 333.00
Comolete In Place for
20 Trench Safely System (5'-10'), All Widths LF 292 $ 2.00 $ 584.00 $ 1.50 $ 438.00 $ 1.00 $ 292.00 $ 5.00 $ 1,460.00
Comolete In Place for
TOTAl.. COST - SEe TION 2 $ 47,437.00 $ 41,823.00 $ 44,099.00 $ 63,018.00
(1) (2) (3) (4)
ANGEL BROTHERS ENT., INC. J.T.B. SERVICES, INC. RAMOS INDUSTRIES, INC. JIMERSON UNDERGROUND INC.
SECTION 3 - STORM WATER POLLUTION PREVEI TION
ITEM
NO. DESCRIPTION UNIT BID QUANT. UNIT BID TOTAL BID UNIT BID TOTAL BID UNIT BID TOTAL BID UNIT BID TOTAL BID
21 Hydro-Mulch Seeding, Complete lor ACRE 0.4 $ 2,500.00 $ 1,000.00 $ 2,375.00 $ 950.00 $ 1,725.00 $ 690.00 $ 2.700.00 $ 1,080.00
22 Block Sodding. Complete lor SY 320 $ 3.75 $ 1,200.00 $ 3,20 S 1,024.00 $ 4.60 $ 1,472.00 $ 3.00 $ 960.00
TOT AI.. COST. SE :TION 3 $ 2,200.00 $ 1,974.00 $ 2,182.00 $ 2,040.00
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SUNRISE DRIVE
FROM H.e.F.e.D. UNIT A104-10..o0 to FAIRFIELD AVENUE
BID TABULATION FOR
DENOTES ERROR IN BID DOCUMENT. CORRECTED AMOUNl SHO\MII. INCORRECT AMOUNT SHOWN
SECTION 4 . DRAINA~E SYSTEM -
ITEM
NO.
31 iSi8b-;""
32 24"-42"), per H.C.
:efor
33 48".72"), per H.C.
e 34 ~R.C.P.
3S ,PerH.C
36 -
37 -
38 lure, per
39 ~
40 ~
4f ~
42 ~
43 ~
44 ayer
.pprovE
45 Widiiii
e. SE
(1) (2) (3) (4)
ANGEL BROTHERS ENT., INC. J.T.B. SERVICES, INC. RAMOS INDUSTRIES, INC. JIMERSON UNDERGROUND INC.
SECTION 5 - PAVING
ITEM
NO. DESCRIPTION UNIT BID QUANT. UNIT BID TOTAL BID UNIT BID TOTAL BID UNIT BID TOTAL BID UNIT BID TOTAL BID
46 Base Repair with 8" Hol Mix Asphallc TON 297 $ 65.00 $ 19,305.00 6000 17,820.00 $ 52.00 $ 15,444.00 $ 52,00 S 15,444.00
Concrete Base Course. Comolete In Plac;)
47 2" Hol Mixed Asphalic Concrete. Type "0 TON 691 $ 45.00 $ 31.095,00 51.00 35,241.00 $ 60.00 S 41,460,00 $ 46.00 $ 31,786.00
ComDlete in Place lor
IN PAREN'T1iESES.
(1) (2) (3) (4)
- ANGEL BROTHERS ENT.. INC. J.T.B. SERVICES. INC. RAMOS INDUSTRIES, INC. JIMERSON UNDERGROUND INC.
-
UNIT BID QUANT. UNIT BID TOTAL BID UNIT BID TOTAL BID UNIT BID TOTAL BID UNIT BID TOTAL BID
- SV 1,500 $ 17.00 $ 25,500.00 $ 17.00 $ 25,500.00 $ 17.00 $ 25.500 00 $ 17.00 S 25,500.00
- ("$25,000.00
EACH 1 $ 1,600.00 $ 1,600.00 $ 1.150,00 S 1,150.00 $ 1,200.00 $ 1,200.00 $ 1,400.00 $ 1,400.00
- EACH 2 $ 1,600.00 $ 3,200.00 $ 1,750.00 $ 3,500.00 $ 1,200.00 $ 2,400.00 $ 2,200.00 S 4,400.00
- EACH 4 $ 1,700.00 $ 6.800.00 $ 1,000.00 $ 4.000.00 $ 1,450.00 $ 5,800.00 $ 1,600.00 $ 6,400.00
- EACH 16 S 800.00 $ 12,800.00 $ 610.00 $ 9,760.00 $ 700.00 $ 11 ,200.00 $ 1,400.00 $ 22,400.00
. EACH 3 $ 1,300,00 S 3,900.00 $ 920.00 $ 2,760.00 $ 1,350.00 $ 4,050.00 S 1,200.00 S 3,600.00
. EACH 5 $ 2,000.00 $ 10,000.00 $ 897.00 $ 4,485.00 $ 1,850,00 $ 9,250.00 $ 2,400,00 $ 12,000.00
EACH 2 $ 2,000.00 $ 4.000.00 $ 2,410.00 $ 4.820.00 $ 936.00 $ 1,872.00 S 3,200.00 S 6,400.00
EACH 9 $ 2,100.00 $ 18,900.00 $ 1,720.00 $ 15,480.00 $ 935.00 S 8,415,00 $ 2,400.00 $ 21,600.00
EACH 24 $ 750.00 $ 18,000.00 $ 780.00 S 18,720.00 $ 245.00 $ 5,880.00 $ 800.00 $ 19,200.00
EACH 4 $ 900.00 $ 3,600.00 $ 860.00 $ 3,440.00 $ 290.00 $ 1,160.00 $ 9lIlI.00 S 3,600.00
EACH 2 $ 150.00 $ 300.00 $ 100.00 $ 200.00 $ 680.00 $ 1,360.00 $ 8lIlI.00 S 1,600.00
EACH 16 S 250.00 S 4,000.00 $ 200,00 $ 3.200.00 $ 250.00 $ 4,000.00 $ 500.00 S 8.000 00
'.$14,400.001
SV,' 80 $ 48.00 $ 3,840.00 $ 40.00 $ 3,200.00 $ 38,50 $ 3,080.00 $ 50.00 $ 4,000.00
,I
LF 3,201 $ 1.00 S 3,201.00 $ 2.00 $ 6,402.00 $ 1.00 $ 3,201.00 S 1.00 $ 3,201.00
- ::T10N 4 S 660,936.00 S 695,317.00 S 748,451.00 $ 732,CMB.oo
("$738,448.001
Page3 of
16
SUNRISE DRIVE FROM H.e.F.e.D. UNIT A104.10.o0 to FAIRFIELD AVENUE
BID TABULATION FOR
TOTAL CONSTRUCTI')N COST'" SUNRISE DRIVE $ 830,686.44
DENOTES ERROR IN BID DOCUMENT, CORRECTED AMOUN" SHOWN, INCORRECT AMOUNT SHOWN IN PARENTliESES
891,596.04
(*$891,896.04)
931,261.84
(*$930,761.84)
948,265.85
(*$954,665.85)
Page4 of
16
-
54
SECTION 6 - TRAFFIC SIGNS AND TRAFFIC MARl
ITEM
NO.
52
53
$
(1) (2) (3) (4)
ANGEL BROTHERS ENT. INC. J.T.B. SERVICES, INC. RAMOS INDUSTRIES INC. JIMERSON UNDERGROUND INC.
ERS
UNIT BID QUANT. UNIT BID TOTAL BID UNIT BID TOTAL BID UNIT BID TOTAL BID UNIT BID TOTAL BID
, I, EACH 3 S 600.00 S 1,800.00 S 900.00 S 2,700.00 S 700,00 S 2,100.00 S 700.00 S 2,100.00
LS 1 S 8,500.00 S 8,500.00 S 9,600.00 S 9,600.00 S 10,000.00 S 10,000.00 S 11,500.00 S 11,500.00
'Iace
ngs SF 1,891.7 S 0.55 S 1,040,44 S 1.20 S 2,270.04 S 0.55 S 1,040.44 S 0.50 S 945.85
. CTION 6 S 11,340.44 S 14,570.04 S 13,140.44 S 14,545.85
$
$
e
(1) (2) (3) (4)
ANGEL BROTHERS ENT., INC. J.T.B. SERVICES, INC. RAMOS INDUSTRIES, INC. JIMERSON UNDERGROUND INC.
SECTION 5 - PAVING
ITEM
NO. DESCRIPTION UNIT BID QUANT. UNIT BID TOTAL BID UNIT BID TOTAL BID UNIT BID TOTAL BID UNIT BID TOTAL BID
48 Prime Coat, MC-3D GAL 1,860 S 0.10 S 186.00 1.35 2,511.00 S 1.00 S 1,860.00 S 1.00 S 1,860.00
Completa in Place for
49 Tack Coat GAL 310 S 2.50 S 775.00 1.00 310.00 S 1.00 S 310.00 S 2.00 S 620.00
ComDlete In Place for
50 Milling Asphalt Concrete Pavement, 2-lnc I, SY 4,092 S 4.00 S 16,368.00 3.00 12,276.00 S 3.45 S 14,117.40 S 4.00 S 16,368.00
Complete in Place for
51 6" Thick Reinforced Concrete Driveways. . SY 138 S 40.00 S 5,520.00 42.00 5,796.00 S 32.00 S 4,416,00 S 6~.00 S 8,418.00
Complete in Place lor
TOTAL COST - Sf :TION 5 S 73,249.00 73,954.00 S 77,607.40 S 74,496.00
SUNRISE DRIVE
FROM H.e.F.e.D. UNIT A104-1UO to FAIRFIELD AVENUE
BID TABULATION FOR
DENOTES ERROR IN BID DOCUMENT. CORRECTED AMOUNT lHOWN, INCORRECT AMOUNT SHOWN IN PARENTl1ESES.
-
(5) (6) (7) (8)
HUBCO INC. CONRAD CONSTRUCTION CO INC. WHITELAK INC. TEXAS-STERLING CONSTRUCTION
SECTION 2 - UTILITY ADJUSTMENTS
ITEM
NO. DESCRIPTION UNIT BID QUANT. UNIT BID TOTAL BID UNIT BID TOTAL BID UNIT BID TOTAL BID UNIT BID TOTAL BID
8 Place and Test 6-inch Welded Steel W: tar Line LF 36 S 67.00 S 2,412.00 S 204.92 S 7,377.12 S 150.00 S 5.400.00 S 150.00 S 5,400,00
Including Appurtenances as per PI811S,
Min. Wall Thickness 0.280", Camplete
9 Place and Test6-lnch P.V.C., C.900, \/I a1er LF 74 S 39.00 S 2,886.00 S 83.94 S 6,211.56 S 60.00 S 4,440.00 S 50.00 S 3,700.00
Line Includino ADourtenances as per Pi IllS
10 Remove and Dipose Water Line Supp~ Pipe, LF 99 S 11.25 S 1,113.75 S 7.00 S 693.00 S 10.00 S 990.00 S 6.00 S 594.00
All Sizes, Camolete in Place
11 Place and Te~t6-inch P.V.C., SDR-26 LF 21 S 35.00 S 735.00 S 67.30 S 1,413.30 S 75.00 S 1,575.00 S 65.00 S 1,365.00
Sanilarv Sewer Pipe, Camplete in Piae-'
12 Place and TestS-inch P.V,C" SDR-26, LF 499 S 22,00 S 10,978.00 S 68.28 S 34,071.72 S 90.00 S 44,910.00 S 90,00 S 44,910.00
Sanitarv Sewer PiDe. Comolete in PllIO
13 Place and Test Sanitary Sewer ManhDl,' EACH 1 S 1,400.00 S 1,400.00 S 1,971.04 S 1,971.04 S 2.500.00 S 2,500.00 S 5.000.00 S 5,000.00
Camolete in Place !Dr
14 Remove and Dispose Sanitary Sewer EACH 1 S 750.00 S 750.00 S 400.00 S 400.00 S 1,000.00 S 1,000,00 S 900.00 S 900.00
Manhole. Comolete In Place !Dr
15 Remove and Dispose 6-inch Sanitary S Mer LF 18 S 20.00 S 360.00 S 7.00 S 126,00 S 25.00 S 450.00 S 17.00 $ 306.00
Lead, Camolete in Place lor
16 Remove and Dipose S-inch Sanitary Sf Ner LF 499 S 12.00 S 5,988.00 S 7.00 S 3,493.00 S 10.00 S 4,990.00 S 6.00 S 2,994.00
Pipe, Comolete in Place
PageS of
16
-
2
'3
'4
'5
6
'7
SECTION
i'i'EM
NO.
I
SITE I>REPARATION AND EARTHWl
.!
(5) (6) (7) (8)
HUBCO, INC. CONRAD CONSTRUCTION CO INC. WHITELAK INC. TEXAS-STERLING CONSTRUCTION
~ RK
UNIT BID QUANT. UNIT BID TOTAL BID UNIT BID TOTAL BID UNIT BID TOTAL BID UNIT BID TOTAL BID
(lie SY 146 S 11.00 S 1,606.00 S 10.00 S 1,460.00 S 5.00 S 730.00 S 10.00 S 1,460.00
i Ite SY 3,840 S 3.25 S 12,480.00 S 5.00 S 19,200.00 S 3.00 S 11,520.00 S 4.00 S 15,360.00
Ill)
i lie LF 910 S 14.50 S 13,195.00 S 8.00 S 7,280.00 S 10.00 S 9,100.00 S 8.00 S 7,280.00
ine SY 44 S 15.00 S 660.00 $ 15.00 S 660.00 S 20.00 S 880.00 S 15.00 S 660.00
i1d LS 1 S 1,500.00 S 1.500.00 S 1,500.00 S 1,500.00 ! S 1,000.00 S 1,000.00 S 2,000.00 S 2,000.00
tems
LF 1,228 S 4.50 S 5,526.00 S 4.00 S 4,912.00 S 6.00 S 7,368.00 S 4.00 $ 4,912,00
LF 1,000 S 16.00 S 16,000.00 S 16.00 S 16,000.00 S 16.00 S 16,000.00 S 16.00 S 16,000.00
eCTION 1 $ 50,967.00 $ 51,012.00 $ 46,598.00 $ 47,672.00
BID TABULATION FOR
SUNRISE DRIVE FROM H.e.F.e.D. UNIT A104-10~0 to FAIRFIELD AVENUE
-
DENOTES ERROR IN BID DOCUMENT. CORRECTED AMOUNt SHOV\otII. INCORRECT AMOUNT SHOV\otIIIN PARENlliESES,
(5) (6) (7) (8)
HUBCO INC. CONRAD CONSTRUCTION CO INC. WHITELAK, INC. TEXAS-STERUNG CONSTRUCTION
SECTION 4 - DRAINAGE SYSTEM
ITEM
NO. DESCRIPTION UNIT BID QUANT. UNIT BID TOTAL BID UNIT BID TOTAL BID UNIT BID TOTAL BID UNIT BID TOTAL BID
23 lB-inch R,C.P.. C-76, CI. III, Storm Swer, LF 26 S 50.00 Ii 1,300.00 S 63.68 S 1,655.68 S 50.00 S 1,300.00 S 70.00 S 1,820.00
Complete In Place for
24 24-inch R.C.P., C-76, CI.III, Storm Sev ilI', LF 375 S 66.00 S 24,750.00 S 68.11 S 25,541.25 S 60.00 S 22,500.00 S 75.00 S 28,125.00
Complete In PllIC8 for
25 3D-inch R.C.P" C-76, CI.III, Storm Sev 81', LF 44 S 75.00 S 3,300.00 S 78.56 S 3,456,64 S 80.00 S 3,520.00 S 110.00 S 4,840.00
Complete In Place for
26 42.inch R.C.P., C.76. CI. III, Storm SeY sr, LF 40 S 134,00 S 5,360.00 S 99.98 S 3,999.20 S 100.00 S 4,000.00 S 12500 S 5,000.00
Complete in Place for
27 4B-inch R.C.P.. C.76, CI. III, Storm Sew er, LF 117 S 139.00 S 16,263.00 S 113.91 S 13,327.47 S 130.00 S 15,210.00 S 140.00 S 16,380.00
Complele In PIBCe for
28 4'x4' R.C.B.,C85O, Storm Sewer,lnclud ''l9 LF 268 S 152.00 S 40,736,00 S 139.34 S 37,343.12 S 175.00 S 46,900.00 S 180.00 S 48,240.00
Reducers and Transitions, Complete In Piece
29 5'x4' R.C.B.,C85O, Storm Sewer,includ ng LF 775 S 203.00 S 157,325.00 S 180.19 S 139,647.25 S 200.00 S 155,000.00 S 219.00 S 169,725.00
Reducers and Transitions, Complete in Place
30 6'x4' R.C.B., C850, Storm Sewer. LF I 1,529 S 247.00 S 377,663.00 S 217.11 S 331.961.19 S 240.00 S 366,960.00 S 224.00 S 342,496.00
Complete in PIBCe for
Page6 of
16
(5) (6) (7) (8)
HUBCO INC. CONRAD CONSTRUCTION CO INC. WHITELAK INC. TEXAS-STERUNG CONSTRUCTION
SECTION 3. STORM WATER POLLUTION PRE' ENTlON
ITEM
NO. DESCRIPTION UNIT BID QUANT. UNIT BID TOTAL BID UNIT BID TOTAL BID UNIT BID TOTAL BID UNIT BID TOTAL BID
21 Hydro-Mulch Seeding, Complete for ACRE 0.4 S 1,900.00 S 760.00 S 2,500.00 S 1,000.00 S 5,000.00 S 2,000.00 S 1,700.00 S 680.00
22 Block Sodding, Complete for SY 320 S 2.75 S 880.00 Ii 5.00 S 1,600.00 S 5.00 S 1,600.00 S 2.50 S 800.00
TOTAL COST -I ECTION 3 S 1,640.00 S 2,600.00 S 3,600.00 S 1,480.00
e
I (5) (6) (7) I (8)
HUBCO INC. CONRAD CONSTRUCTION CO INC. WHITELAK INC. TEXAS.STERUNG CONSTRUCTION
SECTION 2 . UTILITY ADJUSTMENTS
ITEM
NO. DESCRIPTION UNIT BID QUANT. UNIT BID TOTAL BID UNIT BID TOTAL BID UNIT BID TOTAL BID UNIT BID TOTAL BIO
17 Remove BIld ReiII)' Exisling 12" R.C.P, LF 36 S 40.00 S 1,440.00 S 40.00 S 1,440,00 S 10.00 S 360.00 S 16.00 S 576.00
ComDlete In PIBCe for
18 Sani18ry Sewer Bypass Pumping LS 1 S 3,000.00 S 3,000.00 S 5,000.00 S 5,000.00 S 2,000.00 S 2.000.00 S 500.00 S 500.00
ComDlete in PIBCe for
19 Trench SBfety System (5'-10'), All Wid1Is LF 333 S 0.75 S 249.75 S 3.00 S 999.00 S 5.00 S 1,665.00 S 1.00 S 333.00
Complete In Place for
20 Trench Safely System (5'.10'), All WidU 1 LF 292 S 1.00 S 292.00 S 5.00 S 1,460.00 S 10.00 S 2,920.00 S 1.00 S 292.00
ComDlete In Place for
TOTAL COST - faCTION 2 s 31,604.50 S 84,655.74 S 73,200.00 S 66,870.00
SUNRISE DRIVE
FROM H.e.F.e.D. UNIT A104.10-40 to FAIRFIELD AVENUE
BID TABULATION FOR
.
DENOTES ERROR IN BID DOCUMENT. CORRECTED AMOUNT SHOWN, INCORRECT AMOUNT SHOWN IN PAREN1l1ESES.
(5) (6) (7) (8)
HUBCO INC. CONRAD CONSTRUCTION CO INC. WHITELAK. INC. TEXAS-STERLING CONSTRUCTION
SECTION 5 . PAVING
ITEM
NO. DESCRIPTION UNIT BID QUANT. UNIT BID TOTAL BID UNIT BID TOTAL BID UNIT BID TOTAL BID UNIT BID TOTAL BID
46 Base Repair with 8" Hot Mix Asphalic TON 297 S 61.00 S 18,117.00 S 42.00 S 12.474.00 S 50.00 S 14,850.00 S 75.00 S 22,275.00
Concrete Base Course, ComDlete in PI.lce
47 2" Hot Mixed Asphalic Concrete. Type' D" TON 691 S 38.00 S 26,258.00 S 41.44 S 28.635.04 S 50.00 S 34,550.00 S 42.00 S 29,022.00
ComDlele in Place for
Page70f
18
e
45
44
43
42
41
40
39
38
37
36
e
35
34
33
32
DESCRIPTION
Class "0" Concrete Seal Slab.,
Complete in Place for
Storm Sewer Manhole (24"-42"), per H.l
470-2. Complete in Place for
Storm Sewer Manhole (48"-72'1, per H.t:.
470-2, Complete in Place for ~
Storm Sewer Manhole on Existing R.C.!'.
:(24"-42"), Complete in Place for _
,Storm Sewer Manhole on R.C.B.. Per H C.
i470-2, Complete In Place for
Type "A" InleL Modified,
,Complete In Place for
Type "A" with Concrete Apron
Complete in Place for
Roadside Dttch Interceptor Structure, p.'!'
Plans, Complete in Place for _
Special Storm Junction Box, per Plans
Complete In Place for _
Precast 3Q.inch Safety End TreafmenL
3:1. Complete In Placa for
Precast 3O-inch Safety End Treatment,
3:1. Complete In Place for
18.inch Reinforced Concrete Collar,
Completa in Place for _
8-inch Thick. 39 Inch Brick Wall Plug,
Complete In Placa for
Broken Concrete Rip-Rap with 1-Layer
Trevira 1125. Geotextile Fabric If Apprc lad
Equal, Complete In Place for
Trench Safety System, (5'-10'), All WidllS,
Com...2!,ete in Place for
TOTAL COST - f ECTION 4
$
754,948.00
S
i
688,943.48
$
755,395.00
LF
SY
EACH
EACH
EACH
.00
70.00
I
i
i
i
i
EACH
EACH
EACH
EACH
EACH
3
'5
,
i
.300.00
1.850.00
$
'i
3,900.00
9.250.00
S
S
I
.240.41
3,721.23
$
4,500.00
EACH
16
$
1,000.00
I
16,000.00
$
1,000:00
16,000.00
$
i
2,500.00
Bi'ili.iiO
$
12,lKlO.00
EACH
4
$
2,200.00
$
8,800.00
I
.700.00
6,800.00
$
'i
i
2;000.00
5,Oii6:OO
10,000.00
EACH
EACH
1
2
I
i
2,000.00
2,700.00
$
5,400.00
S
2,000.00
4,000.00
$
i
2,000.00
2.500.00
$
2,000.00
I
,500.00
1.00
50.00
I
'i
'i
'i
'i
'i
'i
'i
'i
'i
i
'i
i
i
.00
36.00
3,201
80
16
4
'2
3.201.00
19,800.00
4,iiii'[OO
400.00
3,2O'[ijO
5,600.00
24
2
'9
2,003.68
2,003.68
1,500.00
$
'i
i
i
'i
'i
i
i
'i
i
i
i
i
i
i
$
740,707.00
I
$
S
$
$
3.201.00
4,000.00
4,000.00
s
I
5.~
100.00
I
I
16,005.00
8,000.00
$
S
3,201.00
2,880.00
$
$
i
200.00
,000.00
200.00
,
$
250.00
500.00
,000.00
$
$
i
i
200.00
500.00
,000.00
250.00
S
I
3,200.00
500:00
300.00
500.00
$
I
4,800.00
1,000.00
I
,316.00
5,264.00
I
4,000.00
900.00
$
3,llllO.00
S
S
i
825.00
1,600.00
1,500.00
$
i
3,200.00
'3,5OO]lj
s
I
.064.00
,940.41
25,536.00
17,463.69
4,007.36
10,018.40
$
'i
'i
i
1,500.00
2,000.00
2,000.00
2,500.00
S
I
12,000.00
22,500.00
750.00
1,200.00
S
$
18,000.00
10,800.00
I
I
4,000.00
10,lIOO.00
2,000.00
2,000.(.0
S
$
4,000.00
10,000.00
l,5llO.00
$
4,500.00
1,300.00
S
2Cl,8Oll.oo
2,500.00
2,000.00
S
i
5,000.00,
8,000.00
2,000.00
$
2,000.00
SECTION 4
ITEM
NO.
31
UNIT
SY
BID QUANT.
1,500
$
UNIT B.!Q
20.00
$
TOTAL BID
3O,OQ(j.00
I
UNIT BID
17,00
TOTAL BID
25,500.00
I
UNIT BID
17.00
$
TOTAL BID
25,500.00
UNIT BID
17.00
$
TOTAL BID
25,~.OO
DRAINAGE SYSTEM
1
(5)
HUBCO. INC.
SUNRISE DRIVE FROM H.e.F.e.D. UNIT A104-1Q.GO to FAIRFIELD AVENUE
BID TABULATION FOR
(6)
CONRAD CONSTRUCTION CO, INC.
(7)
WHITELAK. INC.
I
(8)
TEXAS.STERlING CONSTRUCTION
DENOTES ERROR IN BID DOCUMENT. CORRECTED AMOUI\"T SHOWN. INCORRECT AMOUNT SHOWN IN PARENTHESES
TOTAL CONSTRue' 'ION COST - SUNRISE DRIVE
948,902.88
(*$948,902.87)
966,338.70
(*$968,138.70)
PageS d
16
e
54
53
DESCRiPTION
Place, Maintain and Remove project S
Harris County. Complete In place far
Traffic Handling and Control during
Construction Including Signs. Barrlcad
and Channelizing Devices. Complete i
WIlKe Relectorized Solid pavement M
Widths as per Plans. Complete In plar
TOTAL COST-
IS,
1 place
.rIIings
,
iECTiON 6
$
$
1.418.78
(.$1.418.77)
50,093.78
{"S50,093.nl
$
$
962,215.63
94,793.85
$
$
20,891.70
("$22,691.70)
$
s
969,565.85
43,045.85
~F
LS
.891.7
,
i
i
0.75
46,500.00
s
I
46,500.00
$
i
i
O.SO
92,000.00
$.
$
945.85
92.000.00
s
i
i
1.00
UNIT BID
--'3.iiOO.OO
(*53,600.00)
10,000.00
s
s
i
,891.70
$
S
$
O.SO
40,000.00
$
$
945.85
40,000.00
SE~TION 6 - TRAFFIC SIGNS AND TRAFFI-C MI
iTEM
NO.
Si
~ns,
UNIT
EACH
BID QUANT.
'3
UNIT BID
ill.co
I
TOTAL BID
m5~bO
UNIT BID
616.00
I
TOTAL BID
1.848,00
UNIT BID
700.00
I
TOT AL B~
2.100.00
~KERS
e
51
50
49
SECTION 5 - PAVIN13
iTEM
NO.
48
DESCRiPTION
prime Coal, MC-3D
Complete in place lor
Tack Coal
Complete In place far
Milling Asphalt Concrete pavement, 2.i
,Complete In place lor
,6" Thick Reinforced Concrete Drivew8)
Complete in Place lor
TOTAL COST. ~
r
(5) (6) (7) (8)
- HUBCO INC. CONRAD CONSTRUCTION CO INC. WHITELAK INC. TEXAS-STERLlNG CONSTRUCTION
UNIT BID QUANT. UNIT BID TOTAL BID UNIT BID TOTAl BID UNIT BID TOTAL BID UNIT BIO TOTAl BID
GAL 1.860 $ 0.01 $ 18.60 $ 1.09 $ 2,027.40 $ 1.00 $ 1,860.00 S 1.SO $ 2,790.00
. GAL 310 $ 1.00 $ 310.00 $ 310.00 S
1.96 $ 607.60 S 1.00 $ 2.00 $ 620.00
ch, Sy 4,092 $ 2.00 $ 8,184.00 S 2.81 $ 11,498.52 $ 2.00 $ 8.184.00 S 2.00 $ 8,184.00
s, Sy 138 $ 49.00 S 6,762.00 $ 36.00 S 4,968.00 $ SO.OO $ 6.900.00 $ SO.OO $ 6,900.00
(.$60,210.561
ECTlON 5 $ 59,649.60 $ 60,210.56 S 66,654.00 $ 69,791.00
. ,
BID TABULATION FOR
SUNRISE DRIVE
(5)
HUBCO, INC.
FROM H.e.F.e.D. UNIT A104-10-40 to FAIRFIELD AVENUE
(6)
CONRAD CONSTRUCTiON CO, INC.
(7)
WHITELA~ INC.
I
(8)
TEXAS-STERLING CONSTRUCTiON
e
. DENOTES ERROR IN BID DOCUMENT. CORRECTED AMOUN" SHOWN. INCORRECT AMOUNT SHOWN IN PARENTHESES,
12
13
i4
15
16
9
SECTION 2 - UTILITY ADJUSTMENTS
'iTEM
NO.
B
11
10
(9) (10) (11) (12)
WM. H. GRAY CONSTRUCTION CO INC. BEARDEN CONTRACTING CO. PATE & PATE ENTERPRISES INC. COLT UTILITIES INC.
UNIT BID QUANT. UNIT BID TOTAL BID UNIT BID TOTAL BID UNIT BID TOTAL BID UNIT BID TOTAL BID
rLlne LF 36 $ 100.00 $ 3,600.00 $ 120.00 $ 4,320.00 $ 85.00 $ 3,060.00 $ 90,55 $ 3,259.80
JI' Uk 74 $ SO.OO $ 3,700.00 $ 100.00 $ 7,400.00 $ 30.00 $ 2,220.00 $ 42.68 $ 3,158.32
,
ipe, LF 99 $ 1.00 $ 99.00 $ 10.00 $ 990.00 $ 7.00 $ 693.00 $ 3.97 $ 393.03
LF 21 $ 45.00 $ 945.00 $ SO.OO $ 1,050.00 $ 42.00 $ 882.00 $ 118.52 $ 2,488.92
LF 499 $ 80.00 $ 39,920.00 $ 55.00 $ 27,445.00 $ 63.00 $ 31,437.00 $ 76.73 $ 38,288.27
EACH 1 S 2,000.00 $ 2,000.00 S 1,200.00 S 1,200.00 S 1,435.00 S 1,435.00 S 3,969.16 S 3,969.16
EACH 1 S 500.00 $ 500.00 $ 400.00 $ 400.00 $ 150.00 $ lSO.00 $ 2.902.90 $ 2,902.90
'tlr LF 18 $ 1.00 $ 18.00 $ 15,00 $ 270.00 $ 5.00 $ 90.00 $ 31.04 S 558.72
Ir LF 499 $ 1.00 $ 499.00 $ 10.00 $ 4,990.00 $ 5.00 $ 2,495.00 $ 8.71 $ 4.346.29
I
Page9 of
16
e
(9) (10) (11) (12)
WM. H. GRAY CONSTRUCTION CO INC. BEARDEN CONTRACTING CO. PATE & PATE ENTERPRISES INC. COLT UTILITIES INC.
SECTION I. SITE PREPARATION AND EARTHWOR<
ITEM
NO. DESCRIPTION UNIT BID QUANT. UNIT BID TOTAL BID UNIT BID TOTAL BID UNIT BIO TOTAL BID UNIT BID TOTAL BID.
1 Remove and Dispose of existing Concretl SY 146 $ 5.00 $ 730.00 $ 3,00 $ 438.00 $ 15.00 $ 2,190.00 $ 19.94 $ 2,911.24
Drlvewavs, ComDlete In Dlace
2 Remove and Dispose of Existing Concreto SY .3,840 $ 3.00 $ 11,520.00 $ 2.00 $ 7,680.00 $ 4.00 $ 15,360.00 $ 5.02 $ 19,278.80
Roadway and BasejFor Storm Sewer Inst I
3 Remove and Dispose of Existing Concreb LF 910 $ 6.00 $ 5,460.00 $ 2.00 $ 1,820.00 $ 8.00 $ 7,280.00 $ 14.29 $ 13,003.90
Pioe, All Sizes, ComDlete in DIece
4 Remove and Dispose of Existing Concreh SY 44 $ 15.00 $ 660.00 $ 5.00 $ 220.00 $ 20.00 $ 880.00 $ 19.94 $ 8n.36
Slope Pavement, ComDlete In Dlace
5 Remove and Relocate Existing Traflic ant LS 1 $ 300.00 $ 300.00 $ 1,500.00 $ 1,500.00 $ 1,100.00 $ 1,100.00 $ 1,500.00 $ 1,500.00
Roadway Signs, Including all Incidental III 'liS
6 Regrade Roadside Dllches, LF 1,228 $ 8.00 $ 9,824.00 S 5.00 $ 6,140.00 $ 6.00 $ 7,368.00 $ 3.35 $ 4,113.80
Comolete In Place
7 Well Pointing System., LF 1,000 $ 20.00 $ 20,000.00 $ 16.00 $ 16,000.00 $ 16.00 $ 16,000.00 $ 18.98 $ 18,980.00
ComDlete in Place for
TOTAL COST. SEI.TION 1 S 48,494.00 S 33,798.00 S 50,178.00 S 60,663.10
SUNRISE DRIVE FROM H.e.F.e.D. UNIT A104-10~O to FAIRFIELD AVENUE
BID TABULATION FOR
. DENOTES ERROR IN BID DOCUMENT, CORRECTED AMOUN"" SHOWl!, INCORRECT AMOUNT SHOVlIN IN PARENTHESES,
e
e
(9) (10) (11) (12)
WM. H. GRAY CONSTRUCTION CO INC. BEARDEN CONTRACTING CO. PATE & PATE ENTERPRISES INC. COLT UTILITIES INC.
SECTION 3. STORM WATER POLLUTION PREVE mON
ITEM
NO. DESCRIPTION UNIT BID QUANT. UNIT BID TOTAL BID UNIT BID TOTAL BID UNIT BID TOTAL BID UNIT BID TOTAL BID
21 Hydro-Mulch Seeding, Complete for ACRE 0.4 $ 2,500.00 $ 1,000.00 $ 2,000.00 $ BOO.OO $ 2,300.00 $ 920.00 $ 2,352.47 $ 940.99
22 Block Sodding, Complete for SY 320 $ 3.00 $ 960.00 $ 3.00 $ 960.00 $ 3.60 $ 1,152.00 $ 3.30 $ 1,056.00
TOTAl.. COST. SE. ;nON 3 $ 1,960.00 $ 1,760.00 $ 2,072.00 $ 1,998.99
26
24
SECTION 4 .
i'i'EM
NO.
n
(9) (10) (11) (12)
WM. H. GRAY CONSTRUCTION CO, INC. BEARDEN CONTRACTING CO. PATE & PATE ENTERPRISES INC. COLT UTILITIES INC.
SECTION 2 . UTIUTY ADJUSTMENTS
ITEM
NO. DESCRIPTION UNIT BID QUANT. UNIT BID TOTAL BID UNIT BID TOTAL BID UNIT BID TOTAL BID UNIT BID TOTAL BID
17 Remove end Reley Existing 12" R.C.P. LF 36 $ 50.00 II 1,BOO.00 $ 26.00 $ 936.00 $ 27.00 $ 972.00 $ 71.66 $ 2,579.76
ComDlete In Piece for
18 Sanil8ry Sewer Bypess Pumping LS 1 $ 500.00 $ 500.00 $ 7,000.00 $ 7,000.00 $ 6,000.00 $ 6,000.00 $ 5,000.00 $ 5,000.00
ComDlete In Piece fDr
19 Trench Safety System (5'.10'), All Widths LF 333 $ 1.00 $ 333.00 $ 1.00 $ 333.00 $ 1.00 1$ 333.00 $ 2.23 $ 742.59
ComDlete in Piece for
20 Trench Safety System (5'-10'), All Widths LF 292 $ 1.00 $ 292.00 $ 1.00 $ 292.00 $ 1.00 $ 292.00 $ 2.23 $ 651.16
ComDlete In Place for .
TOT AI.. COST - SEl TION 2 $ 54,206.00 $ 56,626.00 $ 50,059.00 $ 68,338.92
30
29
28
27
25
DESCRIPTION
18-lnch R.C.P., C.76, CI.
Complete In Piece for
24-lnch R.C.P., C-76, CI.
Complete In Piece for
>>inch R.C.P., C.76, CI.
Complete in Piece for
42-tnch R.C.P., C.76, CI.
Complete in Piece for
48-inch R.C.P., C.76. CI.
Complete in Piece for
4'x4' R.C.B..C850, Storm Sewer,lncludln!
Reducers end Trensitions.Complete In P
5'x4' R.C.B.,C85O, Storm Sewer,includln!
Reducers end Trensltions,Complete in P
6'x4' R.C.B., C850, Storm Sewer,
ComDlete In Piece for
DRAINAGE SYSTEM
Storm -Sewe'
Storm Sewe
Storm
Storm S_
Storm -Se_
Sewe
19) (10) (11) (12)
. WM. H. GRAY CONSTRUCTION CO INC. BEARDEN CONTRACTING CO. PATE & PATE ENTERPRiSES INC. COLT UTILITIES, INC.
.
UNIT BID QUANT. UNIT BID TOTAL BID u",rr BID TOTAL BID UNIT BID TOTAL BID UNIT BID TOTAL BID
; LF 26 $ 70.00 $ 1,820.00 $ 70.00 $ 1,820.00 1$ 55,00 $ 1,430.00 $ 54,46 $ 1,415.96
; LF 375 $ 80.00 $ 30,000.00 $ 75.00 $ 28,125.00 $ 63.00 $ 23,825.00 $ 59.68 $ 22,380.00
II LF 44 $ 90.00 $ 3,960.00 $ 85,00 $ 3,740.00 $ 81.00 $ 3,5&4.00 $ 68.93 $ 3,032.92
I, LF 40 $ 135.00 $ 5,400.00 $ 135.00 $ 5,400.00 1$ 130.00 $ 5,200.00 $ 101.13 $ 4,045.20
I' LF 117 $ 150.00 $ 17,550.00 $ 150.00 $ 17,550.00 $ 156.00 $ 18,252.00 $ 125.85 $ 14,724.45
LF 268 $ 180.00 $ 48,240.00 $ 180.00 $ 48.240.00 $ 190.00 $ 50,920.00 $ 162.89 $ 43,654.52
ICe
LF 775 $ 215.00 $ 166,625.00 $ 230.00 $ 178,250.00 $ 232.00 $ 179,BOO.00 $ 197.17 $ 152,806.75
Jce
LF 1,529 $ 260.00 $ 397,540.00 $ 260.00 $ 397,540.00 $ 275.00 $ 420,475.00 $ 244.53 $ 373,886.37
Page10 of
16
SUNRISE DRIVE FROM H.e.F.e.D. UNIT A104.10~0 to FAIRFIELD AVENUE
BID TABULATION FOR
DENOlES ERROR IN BID DOCUMENT. CORREClED AMOUN r SHO\MII. INCORRECT AMOUNT SHO\MIIIN PARENlMESES.
(9) (10) (11) (12)
WM. H. GRAY CONSTRUCTION CO INC. BEARDEN CONTRACTING CO. PATE & PATE ENTERPRISES INC. COLT UTILITIES INC.
SECTION 5. PAVING
ITEM
NO. DESCRIPTION UNIT BID QUANT. UNIT BID TOTAL BID UNIT BID TOTAL BID UNIT BID TOTAL BID UNIT BID TOTAL BID
46 Base Repair with 8" Hot Mix Asphelic TON 297 S 50.00 S 14,850.00 S 45.00 S 13,365.00 $ 55.00 S 16,335,00 S 42.43 $ 12,601.71
Concrete Base Course. Complete In Plar,
47 2" Hot Mixed Asphalic Concrete, Type "C ' TON 691 S 50.00 $ 34,550,00 S 50.00 S 34,550.00 S 55.00 S 38,005.00 $ 43.54 S 30,086.14
Complete in Place for
Page11
of
16
-
e
(9) (10) (11) (12)
WM. H. GRAY CONSTRUCTION CO INC. BEARDEN CONTRACTING CO. PATE & PATE ENTERPRISES, INC. COLT UTILITIES INC.
SECTION 4 . DRAINAGE SYSTEM
ITEM
NO. DESCRIPTION UNIT BID QUANT. UNIT BID TOTAL BID UNIT BID TOTAL BID UNIT BID TOTAL BID UNIT BID TOTAL BID
31 Class "0" Concreta Seal Slab., SY 1,500 S 17.00 $ 25,500.00 $ 17.00 S 25,500.00 $ 17.00 S 25,500.00 S 22.~ S 33,495.00
Comolete In Place for
32 Storm Sewer Manhole (24"-42"), per H.C. EACH 1 S 1,800.00 S 1,800.00 S 1,200.00 S 1,200.00 S 1,065.00 $ 1,065.00 $ 2,927.46 $ 2,927 .46
47()'2, Comolete in Place for
33 Storm Sewer Manhole (48".72"), per H.C. EACH 2 S 2,300.00 S 4,600.00 S 1,500.00 S 3,000.00 S 2,000.00 $ 4,000.00 S 4,812.12 S 9,624.24
47()'2, Complete in Place for
34 Storm Sewer Manhole on Existing R.C.P. EACH 4 S 1,200.00 S 4,800.00 $ 1.000.00 S 4,000.00 S 1,065.00 S 4,260.00 $ 2,104.60 S 8,418.40
24"-42''1. Comolete in Place for
35 Storm Sewer Manhole on R.C.B., Per H.C EACH 16 $ 900.00 $ 14,400.00 S 800.00 S 12,800.00 S 950.00 S 15,200.00 S 1,056.96 S 16,911.36
47()'2, Complete in Place for
36 Type "A" Inlet, Modified, EACH 3 $ 1,100.00 $ 3,300.00 $ 1.200.00 S 3,600.00 S 960.00 $ 2,880.00 S 1,060.68 $ 3,182.04
Comolete In Place for
37 Type "A" with Concrete Apron EACH 5 S 1,500.00 S 7,500.00 $ 2,500.00 S 12,500.00 $ 2.200.00 S 11,000.00 $ 1,484.95 $ 7,424.75
Comolate In Place for
3B Roadside Ditch Interceptor Slruclure, per EACH 2 S 1,500.00 $ 3,000.00 $ 4,200.00 S 8,400.00 S 2,200.00 $ 4,400.00 S 2,545.62 S 5,091.24
Plans, Complete In Place for
39 Special Storm Juncllon Box, per Plans EACH 9 S 2,100.00 S 18,900.00 $ 2,400.00 $ 21,600.00 S 1,650.00 S 14,850.00 $ 6,866.48 $ 61,798.32
Comolate In Place for
40 Precast3G-inch Safety End Treatment, EACH 24 S 600,00 $ 14,409.00 S 650.00 $ 15,600.00 . 750.00 $ 18,000.00 S 815.05 S 19,561.20
3:1, Complete in Place for
41 Precast3G-inch Safety End Treatment, EACH 4 $ 800.00 S 3.200.00 S 850.00 S 3,400.00 S 875.00 S 3,500.00 $ 1,119.29 S 4.477.16
3:1, Comolete In Place for
42 lll-lnch Reinforced Concrete Collar, EACH 2 S 300.00 S 600.00 S 300.00 S 600.00 S 300.00 S 600.00 S 279.13 $ 558.26
Complete in Place for
43 ll-inch Thick - 39 inch Brick Wall Plug, EACH 16 S 60.00 $ 960.00 S 400.00 S 6,400.00 S 85.00 $ 1,360.00 $ 234.47 $ 3,751.52
Complete In Place for
44 Broken Concrete Rip-Rap with l-Layer SY 80 $ 80.00 S 6,400.00 S 50.00 S 4,000.00 S 45.00 S 3,600.00 S 77.6JJ $ 6,208.00
Trevira 1125, GBDlextlle Fabric If Approvl d
Equal, Complete In Place for
45 Trench Safety System, (5'-10'), All Width! LF 3,201 $ 1.00 S 3,201.00 S 1.00 S 3,201.00 S 1.00 $ 3,201.00 S 0.56 S 1,792.56
Comolete In Place for
TOTAL. COST" SEr~TION 4 783,696.00 S 806,466.00 S 818,882.00 S 801,167.88
SUNRISE DRIVE
BID TABULATION FOR
FROM H.e.F.e.D. UNIT A104-10-40 to FAIRFIELD AVENUE
- TOTAL CONSTRUCTION ( OST - SUNRISE DRIVE $ 977,619.85
. DENOTES ERROR IN BID DOCUMENT. CORRECTED AMOUN r SHOWN. INCORRECT AMOUNT SHOWN IN PARENTHESES.
Page12 of
16
$
(9) (10) (11) (12)
WM. H. GRAY CONSTRUCTION CO INC. BEARDEN CONTRACTING CO. PATE & PATE ENTERPRISES INC. COLT UTILITIES INC.
SECTION 6 . TRAFFIC SIGNS AND TRAFFIC MAR :ERS
ITEM
NO. DESCRIPTION UNIT BID QUANT. UNIT BID TOTAL BID UNIT BID TOTAL BID UNIT BID TOTAL BID UNIT BID TOTAL BID
52 Place, Maintain and Remove Project Slgl s, EACH 3 $ 1,000.00 $ 3.000.00 $ 850.00 $ 2,550.00 $ 700.00 15 2,100.00 $ 1,898.05 $ 5,694.15
Harris Countv, Complete In Place for
53 Traffic Handling and Control during LS 1 $ 10,000.00 $ 10,000.00 $ 10,000.00 $ 10,000.00 $ 10,000.00 $ 10,000.00 $ 16,999.38 $ 16,999.38
Construction Including Signs, Barricades
and Channellzlna Devices, Complete In FIace
54 White Relectorlzed Solid Pavement Mart ngs SF 1,891.7 $ 0.50 $ 945.85 $ 2.00 $ 3.783.40 $ 0.85 $ 1,607.95 $ 0,78 $ 1,475.53
Widths as per Plans, Comolete in Place
TOTAL COST - SE ;TION 6 $ 13,945.85 $ 16,333.40 $ 13,707.95 $ 24,169.06
("$13,946.85)
986,884.40
$
1,016,651.35
$
1,023,405.55
51
50
e
49
DESCRIPTION
Prime Coal, MC-30
Complete In Place for
Tack Coal
Complete in Place for .. _
Milling Asphalt Concrete Pavement, 2-inc I,
Complete in Place for _
6" Thick Reinforced Concrete Driveways,
Com....e!.ete In Place for _
TOTAL COST. SEI;TION
5
SY
138
SY
4,092
GAL
310
$
i
i
i
$
75,318.00
$
71,901.00
$
83,952.40
40.00
$
5,520.00
J
26.00
$
3,588.00
J
55.00
$
7,590.00
4.00
J
16,368.00
$
4.00
$
16,368.00
$
4.20
$
7,186.40
1.00
J
310.00
J
.00
J
310.00
$
.20
s
372.00
$
i
i
i
$
67,069.81
48.57
$
6,702.66
3.35
$
13,708.20
2.79
$
864.90
SECTION 5. PAVING
ITEM
NO.
48
UNIT
GAL
BID QUANT.
'f.B6ii
I
$
(9)
WM. H. GRAY CONSTRUCTION CO. INC.
FROM H.C.F.e.D. UNIT A104-10-40 to FAIRFIELD AVENUE
SUNRISE DRIVE
TOTAL BID
3,720.00
BID TABULATION FOR
J
$
(10)
BEARDEN CONTRACTING CO.
TOTAL BID
3,720.00
J
J
(11)
PATE & PATE ENTERPRISES~ INC.
TOTAL BID
'4,464.00
I
UNIT BID
(12)
COLT UTILITIES. INC.
.67
$
TOTAL BIO
'3,106.20
-
" DENOTES ERROR IN BID OOC\JJ\ENT, CORRECTED AMOU~'T SHOWN. INCORRECT AMOUNT SHOWN IN PARENTHESES.
(13) (14)
CALCO CONTRACTING INC. RAY FERGUSON INTERESTS INC.
SECTIO~ 2 - UTILITY ADJUSTMENTS
ITEM
NO. DESCRIPTION UNIT BID QUANT. UNIT BID TOTAL BID UNIT BID TOTAL BID
8 Place and Test S-inch Welded Steel Water Line LF 36 $ 105.00 $ 3.7BO.00 $ 355.00 $ 12.780.00
Including Appurtenances as per Plans,
Min. Wall Thickness 0.280", Comalete
9 Place and TestS-Inch P.V.C., C-900, Water LF 74 $ 31.00 $ 2,294.00 $ 125.00 $ 9,250.00
Line Includlna Aaaurtenances as aer Plans
10 Remove and Dipose Water Line Supply Pipe, LF 99 $ 26.00 $ 2.574.00 $ 25.00 $ 2,475.00
-rr All Sizes, Comalete in Place
Place and TestS-inch P.V.C., SDR-26, LF 21 $ 77.00 $ 1,617.00 $ 91.00 $ 1,911.00
Sanitary Sewer Piae, Cornalete in Place
12 Piece and Test B-inch P.V.C., SDR-26, LF 499 $ 64.00 $ 31,936.00 $ 105.00 $ 52,395.00
-,r Sanitary Sewer Plae, Corn alate in Place
Place and Test Sanitary Sewer Manhole EACH 1 $ 1,700.00 $ 1,700.00 $ 4,900.00 $ 4,900.00
Com Illata In Place for
14 Remove and Dispose Sanitary Sewer EACH 1 $ 900.00 $ 900.00 $ 1,000.00 $ 1,000.00
--;s Manhole. Cornalete in Place far
Remove and Dispose 6-inch Sanitary Sewer LF 18 $ 31.00 $ 558.00 $ 100.00 $ 1,800.00
Lead, Comolete In Place for
16 Remove and Dipose 8-inch Sanitary Sewer LF 499 $ 14.00 $ 6.986.00 $ 25.00 $ 12,475.00
Pille. Comlllete in Place
Page13 of
16
e
(13) (14)
CALCO CONTRACTING, INC. RAY FERGUSON INTERESTS INC.
! i. SITE PREPARATION AND EARTHWORK
DESCRIPTION UNIT BID QUANT. UNIT BID TOTAL BID UNIT BID TOTAL BID
Remove and Dispose of Existing Concrete SY 146 $ 7.00 $ 1,022.00 $ 21.00 $ 3,066.00
DrivewaYS, Comlllete in Place
Remove and Dispose of Existing Concrete SY 3.840 $ 5.00 $ 19,200.00 $ 15.00 $ 57,BOO.00
Roadwavand Base/For Storm Sewer Insll
Remove and Dispose of Existing Concrete LF 910 $ 13.00 $ 11.830.00 $ 32.00 $ 29,120.00
Pille, All Sizes, Comalele in Place
Remove and Dispose of Existing Concrete SY 44 $ 9.00 $ 396.00 $ 30.00 $ 1,320.00
Sloae Pavement, Cornalete In Place
Remove and Relocate Existing Traffic and LS 1 $ 500.00 $ 500.00 $ 12,800.00 $ 12,800.00
Roadwav Sians, Includlna all Incidental Items
Regrade Roadside Ditches, LF 1,22B $ 11.00 $ 13.508.00 $ 7.25 $ 8,903.00
Comlllete In Place
Well Pointing System", LF 1,000 $ 16.00 $ 16,000.00 $ 40.00 $ 40,000.00
Comalate in Place for
TOTAL COST. SECTION 1 $ 62,456.00 $ 152,809.00
BID TABULATION FOR
SUNRISE DRIVE FROM H.e.F.e.D. UNIT A104-10-OO to FAIRFIELD AVENUE
e
DENOTES ERROR IN BID DOCUMENT. CORRECTED AMOU"'T SHOWN. INCORRECT AMOUNT SHOWN IN PARENlliESES.
(13) (14)
CALCO CONTRACTING. INC. RAY FERGUSON INTERESTS INC.
SECTIO~ 4 - DRAINAGE SYSTEM
ITEM
NO. DESCRIPTION UNIT BID QUANT. UNIT BID TOTAL BID UNIT BID TOTAL BID
23 18-1nch R.C.P., C-76, CI. III, Storm Sewer, LF 26 S 50.00 S 1,300.00 S 49.00 S 1,274.00
Comolete in Place for
24 24-lnch R.C.P., C.76, CI.III. Storm Sewer, LF 375 S 60.00 S 22,500.00 S 75.00 S 28,125.00
~ Comolete In Place for
3O-inch R.C,P., C-76, CI. III. Storm Sewer, LF 44 S 85,00 S 3,740.00 S 89.00 . 3,916.00
-,r Complete in Place for
42.lnch R.C,P., C-76, CI. III, Storm Sewer, LF 40 S 142.00 S 5,680.00 S 115.00 S 4,600.00
--x;- Comolete In Place for
4B-lnch R.C.P., C-76, CI. III, Storm Sewer, LF 117 S 171.00 S 20,007.00 S 139.00 S 16,263.00
~ Comolete in Place for
4'x4' R.C.B.,C850, Storm Sewer,lncluding LF 268 S 177.00 S 47,436.00 S 236.00 S 63,248.00
Reducers end Transltions,Complete In Place
29 5'x4' R.C.B.,C850, Storm Sewer,including LF 775 S 218.00 S 168.950.00 S 268.00 S 207,700.00
Reducers and TransiliDnS,Complete in Place
30 6'x4' R.C.B., C850, Storm Sewer, LF 1,529 S 256.00 S 391,424.00 S 319.00 S 487,751.00
Comolete In Place for
Page14 of
16
(13) (14)
CALCO CONTRACTING, INC. RAY FERGUSON INTERESTS INC.
SECTION 3 - STORM WATER POLLUTION PREVENTION
ITEM
NO. DESCRIPTION UNIT BID QUANT. UNIT BID TOTAL BID UNIT BID TOTAL BID
21 Hydro-Mulch Seeding, Complete for ACRE 0.4 S 1,100.00 S 440.00 S 2,500.00 S 1,000.00
22 Block SDdding, Complete for SY 320 S 4.00 S 1,280.00 S 4.00 S 1,280.00
TOTAL COST - SECTION 3 $ 1,720.00 $ 2,280.00
e
I
(13) (14)
CALCO CONTRACTING INC. RAY FERGUSON INTERESTS INC.
SECTION l - UTIUTY ADJUSTMENTS
ITEM
NO. DESCRIPTION UNIT BID QUANT. UNIT BID TOTAL BID UNIT BID TOTAL BID
17 RemDYtl and Relay Existing 12" R.C.P. LF 36 S 41.00 S .' 1,476.00 S 47.00 S 1,692.00
,Complete In Place for
18 Sanitary Sewer Bypass Pumping LS 1 S 10,000.00 S 10,000.00 S 11,500.00 S 11,500.00
Comolete In Place for
19 Trench Safely System (5'-10'), All Widths LF 333 S 2,00 S 666.00 S 10.00 S 3,330.00
Comolete In Place for
20 Trench Safely System (5'-10'), All Widths LF 292 S 4.00 S 1,168.00 S 12.00 S 3,504.00
Complete In Place for
- TOTAL COST. SECTION 2 $ 65,655.00 $ 119,012.00
(*$65,691.00)
SUNRISE DRIVE
FROM H.e.F.e.D. UNIT A104.10~O to FAIRFIELD AVENUE
BID TABULATION FOR
. DENOTES ERROR IN BID DOCUMENT, CORRECTED AMOU~ T SHOWN. INCORRECT AMOUNT SHOWN IN PARENTHESES.
(13) (14)
CALCO CONTRACTING, INC. RAY FERGUSON INTERESTS INC.
. 5 - PAVING
DESCRIPTION UNIT BID QUANT. UNIT BID TOTAL BID UNIT BID TOTAL BID
Base Repair with 8" Hot Mix Asphallc TON 297 S 55.00 S 16,335.00 S 55.00 S 16,335.00
Concrete Base Course, Complete In Piece
2" Hot Mixed Asphallc Concrete, Type .0" TON 691 S 48.00 S 33,168.00 S 45.00 S 31,095.00
Comolete in Place for .
Page15 d
16
e
44
43
41
40
39
38
37
e
36
34
33
32
DESCRIPTION
Class "0" Concrete Seal !lib.
Complete In Place for
Storm Sewer Manhole (24"-42"), per H.C.
470-2, Complete In Place tor
Storm Sewer ManhOle (48".72"), per H.C.
470-2, Complete In Place for
Storm Sewer Manhole on Existing R.C.P.
(24"-42"), Complete in Piece for
Storm Sewer Manhole on R.C.B" Per H.C.
470-2, Complete In Piece for
;Type "A" Inlet, Modified,
,Complete in Place for
IType "A" with Concrete Apron
Complete In Place for
Roadside Ditch Interceptor Structure, per
Plans, Complete in Place lor
Special Storm Junction Box, per Plans
Complete In Place for
Precast 3O-inch Safety End Treabnent,
3:1, Complete In Place for
Precest 3O-inch Safety End Treatment,
3:1, Complete in Place for
16-inch Reinforced Concrete Collar,
Complete In Place lor
6-inch Thick. 39 inch Brick Wall Plug,
Complete in Place for
Broken Concrete Rlp-Rap with 1-l.8yer
ITrevira 1125, Geotextile Fabric If Approved
I Equal, Complete In Place for
ITrench Safety System, (5'-10'), All Widths,
Complete In Place lor
TOTAl.. COST - SECTION 4
U'
SY
3,201
80
$
$
1.00
38,00
$
i
i
i
i
i
i
i
i
i
i
i
i
i
S
i
815,278.00
3,201.00
3,040.00
S
$
2.00
2.55
$
I
S
1,007,763.00
6,402.00
4,480.00
204.00
42
EACH
EACH
EACH
16
2
4
S
$
$
200.00
250.00
1,400.00
3,200.00
5,600.00
500.00
1
S
$
280.00
1,700.00 S
1,800.00
200.00 S
$
400.00
7,~.00
EACH
24
$
1,100.00
26,400.00
1
40.800.00
EACH
9
S
3,400.00
30,600:00
S
3,300.00
$
29,700.00
EACH
EACH
2
5
1
S
1,800.00
3,100.00
6,600.00 S
15,500.00
3,800.00 S
,000.00
5iiii.OO
S
i
1,000.00
7,~,OO
35
EACH
EACH
EACH
EACH
3
16
2
'4
S
$
S
i
2,200.00
2,500.00
3.100.00
700.00
11,200.00
12,4llO.00
S
$
1,200.00
1,900.bO
4,900.00
1,56[iii
$
S
i
$
3;600.00
9,800.00
6,000.00
30,400.00
5,000.00
1
EACH
s
1,900.00
,900.00
S
2.400.00
$
2,400.00
SECTION
iTEM
NO.
3i
UNIT
SY
BID QUANT.
1,500
$
UNIT BID
17.00
TOTAL BID
25,500.00
1
UNIT BID
30.00
s
TOTAL BIO
45,000.00
'.
DRAINAGE SYStEM
SUNRISE DRIVE
r
FROM H.C.F.e.D. UNIT A104.10-40 to FAIRFIELD AVENUE
BID TABULATION FOR
(13)
CALCO CONTRACTING~ INC.
(14)
RAY FERGUSON INTERESTS, INC.
TOTAL CONSTRUCTION COST - SUNRISE DRIVE
DENOlES ERROR IN BID DOCUNENT. CORREClED AMOUIIT SHOVlotl. INCORRECT AMOUNT SHOVlotlIN PARENTliESES,
1,036,811.70
(.$1.036.847.70)
Page16 of
16
e
$
(13) (14)
~ 6. TRAFFIC SIGNS AND TRAFFIC MARKERS CALCO CONTRACTING. INC. RAY FERGUSON INTERESTS INC.
ITEM
NO. DESCRIPTION UNIT BIO QUANT. UNIT BID TOTAL BID UNIT BID TOTAL BID
52 Place, Maintain and Remove Project Signs, EACH 3 S 900.00 S 2.700.00 S 900.00 S 2,700.00
Harris Countv, Comolete In Place for
53 Trallic Handling and Control during LS 1 S 10,000.00 S 10.000.00 S 38,000.00 S 38,000.00
Construction including Signs. Banicedes.
and Channelizino Devices, Comolete In Place
54 White Relectorized Solid Pavement Markings SF 1,891.7 S 1.00 S 1,891.70 S 1.20 S 2,270.04
Widths as oer Plans, Comolete In Place
TOTAL COST. SECTION 6 S 14,591.70 S 42,970.04
$
1 ,391 ,126.44
50
51
e
49
DESCRIPTION
Prime Coal. MC-30
Complete In Place lor
Tack Coal
Complete In Place for
Milling Asphalt Concrete Pavement, 2.lnch,
Complete In Place lor
6" Thick Reinforced Concrete Driveways,
Com....e.\ete In Place lor
TOTAL COST. SECTION 5
SY
1~
S
50.00
s
S
77,111.00
6,900.00
S
s
66,292.40
40.00
$
5,~.00
SY
GAL
4,092
310
l
I
4,00
2.00
S
S
16.368.00
620.00
I
$
2.20
2.00
$
I
9,002.40
~.OO
SECTIUN
i'i"EM
NO.
48
UNIT
GAL
BID QUANT.
1,860
$
I
TOTAL BID
'3,720.00
. .
PAVING
SUNRISE DRIVE
I
FROM H.C.F.C.D. UNIT A104-10-o0 to FAIRFIELD AVENUE
BID TABULATION FOR
(13)
CALCO CONTRACTING. INC.
$
$
(14)
RAY FERGUSON INTERESTS~ INC.
TOTAL BIO
3,720.00