SS0201-AG040511AGENDA REQUEST FORM
COPPELL
DEPT: Engineering
DATE: May 11, 2004
ITEM #: 16
ITEM CAPTION:
Consider approval of awarding Bid/Contract #Q-0404-01 to Fox Contractors, Inc. for the construction of CoppeI1
Road / Service Center 18" Sanitary Sewer Line in an amount of $202,036.00, as provided for in water and sewer
CIP funds; and authorizing the City Manager to sign.
GOAL(S):
IIII
1
APPROVED BY
CITY COUNCIL
ON ABOVE DATE
Motion to Approve
M - York
S - Brancheau
Vote - 7-0
EXECUTIVE SUMMARY:
Approval of this contract for the construction Coppell Road / Service Center 18" Sanitary Sewer Line will resolve
an outstanding maintenance issue of the sanitary sewer system.
Staff will be available to answer any questions at the Council meeting.
4
FINANCIAL COMMENTS: Funds for this project are available in the 1992 Water/Sewer CIP account.
Agenda Request Form - Revised 02/04
Document Name: #SS02-0lcontract-lAG
MEMORANDUM
FROM THE
DEPARTMENT OF ENGINEERING
To:
From:
Date:
RE:
Mayor and City Council
Keith R. Marvin, P.E., Civil Engineer
May 11, 2004
Consider approval of awarding Bid/Contract #Q-0404-01 to Fox Contractors,
Inc. for the construction of Coppell Road / Service Center 18" Sanitary Sewer
Line in an amount of $202,036, as provided for in water and sewer CIP funds;
and authorizing the City Manager to sign.
On April 27, 2004 the City of Coppell received and opened ten bids for the construction of
Coppelt Road / Service Center 18" Sanitary Sewer Line. This sewer line runs from the west side
of Coppell Road due east for approximately 1900 linear feet to the east side of Grapevine Creek.
See the attached exhibit for additional information on the location of the line.
This project is being constructed to replace an existing 12" line that has out lived its design life.
There is an aerial crossing (where the sewer line comes out of the ground and is supported by
piers) across Grapevine Creek that has become a maintenance problem, and a potential
environmental concern. The new line will be larger, which will allow for additional capacity,
and it will be installed parallel to the existing line. A new aerial crossing will be constructed, and
the old one will be demolished and removed from the creek area. The line will then tie into a 24"
line that was constructed in 1994 with the intention of accepting this new line.
The project will cross only one street (Coppell Road) and the contractor will construct that
portion of line by boring under the roadway. This will allow for continuous traffic flow
throughout construction. The rest of the line will be constructed within property owned or
maintained by the City of Coppell.
The low bidder on the project was Fox Contractors Inc. of Midlothian, TX, with a bid amount of
$202,036. This contractor has performed work within the City of Coppell in the past, is in good
standing with the city, and is capable o£ completing the project.
The Engineering Department designed this project in-house, and our estimate of cost was
$250,000 for the construction. The bids ranged from the low bid of $202,036 to a high bid of
$444,807.
Staff recommends award of the contract for the construction of Coppell Road / Service Center
18" Sanitary Sewer Line to Fox Contractors Inc. in an amount of $202,036, with an estimated
completion time of 90 calendar days.
Staffwill be available to answer any questions at the Council meeting.
"CITY OF COPP£LL ENGINEERING - EXCELLENCE BY DESIGN"
BID TABULATION: COPPELL ROAD / SERVICE CENTER 18" SANITARY SEWER LINE PROJECT # SS 02-01
I ltem Quantity Unit
Description Engineer's Fox Contractors, Inc. J S Construction, Inc. Gra-Tex Utilities, Inc. John Burns Construction Company, East Texas Contracting, Inc.
Estimate Inc.
Total Price Unit Price Total Price Unit Price Total Price Unit Price Total Price Unit Price Total Price Unit Price Total Price
I-I 1 LS Mobilization & D~nobdization 25,000.00 5,600.0( 5,600.0( 18,000.00 18,000.00 5,000.0( 5,000.0( 7,500.00 7,500.00 600.0( 600.0(
I-2 l LS Cinaring & Site Preparation 10,000.00 9,000.0( 9,000.0( 20,000.00 20,000.00 4,000.0( 4,000.0( 8,000.0(1 8,000.00 3,200.0( 3,200.00
I-3 1759 LF Furnish&install 18"PVC Sanitary Sewer 131,925.00 52.0( 91,468.0( 49.00 86,191.00 80.0( 140,720.0( 70.50 124,009.50 95.81 168,529.79
14 60 LF Bore & Jack 30" C0sing Pipe 9,000.00 235.0( 14,100.0( 315.00 18,900.00 265.0( 15,900.0( 343.0~ 20,580.00 308.0( 18,480.00
1-5 1 EA l'ie Existing 6" Lateral into New Line 500.00 500.0( 500.0( 1,200.00 1,200.00 500.00 500.0( 1,250.0( 1,250.00 1,150.0( 1,150.00
I4~ 4 EA Zonstruct 5' DiameterManhole 34,000.00 5,000.0( 20,000.0( 6,000.0~ 24,000.00 5,300.00 21,200.0( 5,600.0( 22,400.0¢ 4,091.00 16,364.0G
I-7 I EA 2onsh'uct 5' Diameter Drop Manhole 9,500.0( 5,750.0( 5,750.0( 7,000.0(~ 7,00~.00 6.000.00 6,000.0( 7,300.0( 7,300.0( 4,575.00 4,575.0t3
I-8 1759 LF ?umish & Install Trench Safety System 8,795.0( 2.0( 3,518.0( 1.0t3 1,759.00 5.25 9,234.7! 10( 1,759.0( 1.25 2,198.75
1-9 4 EA ~ut&plugExistingSewer L/ne 600.0( 800.0( 3,200.0( 1,100.013 4,400.0(1 40~.00 1,600.0( 350.0( 1,400.0( 1,800.00 7,200.0(
1-10 1 EA Fie into Existing 18"Stub-out 300.0( 800.0( 800.0( 1,200.0C 1,200.0~ 500.00 500.0( 650.0( 650.0( 1,700.00 1,700.0(
I-Il 60 VF t 8" Piers 15,000.0( 120.0( 7,200.0( 175.0(] 10,500.OG 200.00 12,000.0( 49.50 2,970.0( 175.0~ i0,500.0(
1-12 6 EA 'ier Cap & Bracing 4,500.0( 1,550.0( 9,300.0( 2,100.0( 12,600.00 550.00 3,300.0t 2,350.00 14,100.0( 979.00 5,874.0(
1-13 126 LF furnish &lnstall 18' Ductile Iron 11,340.0( 100.0( 12,600.0( 90.0( 11,340.0(] 68.00 8,568.00 105.00 13,293.0( 83.0G 10,458.0(
* 13,230.00
1-14 I LS Remove & Dispose of Existing Aerial 15,000.0( 4,000.0( 4,000.0( 5,000.0( 5,00~.0( 3,500.0(I 3,500.00 2,200.00 2,200.00 3,000.0( 3,000.00
Crossing
I-I 5 2 EA Abandon Existing Manhole 2,00~.0( 1,000.0( 2,000.0( 800.0( 1,600.0( 300.00 600.OG 350.00 700.00 900.0( 1,800.00
1-16 I LS Furnish, install, Maintain & Remove Erosion 3,0~0.0( 8,000.0( 8,000.0( 5,000.0( 5,000.0( 3,610.0~ 3,610.~ 8,700.00 8,700.00 8,800.0( 8,800.00
Control Devices
1-17 I LS Furnish, Install, Water & Fertilize Bermuda 2,500.0( 5,000.0( 5,000.0( 5,000.0( 5,0~0.0( 6,000.013 6,000.0~ 7,700.013 7,700.00 6,750.00 6,750.00
Grass See
C~!ena_ar Days 90 90 85 60 120
$282,960.00 $ 202,036.00 $ 233,690.00 $ 242,232.75 $ 244,511.50 $ 271,179.54
* $ 244,448.50
· Error in Bid
BID TABULATION: COPPELL ROAD / SERVICE CENTER 18" SANITARY SEWER LINE PROJECT # SS 02-01
Item Quantity Unit
Description Battson Contracting Co., Inc. Barson Utilities, Inc. Atldns Bros. Equip. Co., Inc. North Texas Contractin~ Inc. AUI Contractors
Unit Price Total Price Unit Price Total Price Unit Price Total Price Unit Price Total Price Unit Price Total Price
I-I I LS Viobilization & Demobilization 6,620.0(J 6,620.0~ 6,400.0( 6,400.0( 1,000.00 1,0000( 10,000.00 10,000.0( 15,000.00 15,000.0(
1-2 I LS 21earing & Site Preparation 4,530.0~ 4,530.04 15,120.0( 15,120.0( 2,000.0~ 2,000.00 75,000.00 75,000.0( 7,000.00 7,000.0(
I-3 1759 LF :urnish & Install 18" PVC Sanitary Sewer 69.85 122,866.1: 71.2-' 125,328.7.' 102.4~3 180,121.60 60.00 105,540.0( 150.00 263,850.0(
14 60 LF 3ore & Jack 30" Casing Pipe 523.0~ 31,380.~3 458.0( 27,480.0( 216.9~ 13,014.0~ 655.00 39,300.0( 600.00 36,000./0(
1-5 l EA Tie Exis6ng 6" Lateral into New Line i,206.0(] 1,20633 542.0( 542.0( 289.5C 289.50 1,000.00 1,000.0( 1,600.0~ i,600.0(
i~ 4 EA Construct 5' Diameter Manhole 9,714.00 38,856.0~ 6,258.0( 25,032.0( 5,830.7C 23,322.8(~ 7,.000.00 28,000.00 9,300.0~3 37,200.0(
1-7 I EA Construct 5' Diamet~- Drop Manhole 9,554.00 9,554.0~ 6,752.0( 6,752.0( 8,276.9~ 8,276.9~ 7,700.00 7,700.00 12,000.0( 12,~00.0(
I-8 1759 LF Furnish & Install Trench Safe~y System 2.75 4,837.2: ~1 ! 263.8! 1.0( 1,759.0( 1.00 1,759.00 3.0£ 5,277.0(
I-9 4 EA Cut & plug Existing Sewer Line 625.00 2,500.04 445.0( 1,780.0( 20.0( 80.0C 800.00 3,200.00 900.0( 3,600.00
I-I0 1 EA Tie into Existing 18" Stab-out 3,870.00 3,8700( 1,395.0( 1,395.0( 76.5( 76.5C 800.0~ 800~00 300.0( 300.00
1-11 60 VF 18" Piers 157.00 9,420.0Q i800( 10,800.0( 207.0( 12,420.0( 100.0~ 6,000.0(~ 230.0( 13,800.00
1-12 6 EA Pier Cap & Bracing 1,713.00 10,278.0~ 5,548.00! 33,288.0( 2,529.3( 15,175.8£ 1,370.0( 8,220.0~ 900.0( 5,400.00
1-13 126 LF Furnish&Install 18" Ductile kon 107.00 13,482.0~ 128.00 16,128.0( 84.5( 10,647.0( 78.0( 9,828.0( 130.00 16,380.00
1-14 I LS Remove & Dispose of Existing Aerial 2,555.00 2,555.~3 5,640.00 5,640.0( 16,000.0( 16,000.0( 3,000.0( 3,000.0( I 1,000.00 I [,000.0~
~rossing
i-15 2 EA ~,bandon Existing Mauhole 1,423.00 2,846.04 552.00 1,104.00 200.0( 400.0( 400.0( 800.0( 950.00 1,900.0(
1-16 I LS furnish, Install, Maintein & Remove Erosion 3,717.00 3,717.0( 4,585.00 4,585.00 3,000.0( 3,000.0( 6,000.0( 6,000.0( 4,500.00 4,500.0(
2ontrol Devices
1-17 I DS furnish, lnstall, Water & Fertilize Bermuda 5,895.00 5,895.03 2,715.00 2,715.00 3,600.00 3,600.0( 6,000.0( 6,000.0(
3rass See
Calendar Days 100 90 120 135 120
II ]l $274,412.40 II $284,353.60 II $291,183.10 II $312,147.00 1[ $444,807.00
* Error in Bid