R2008-033 2008-02-25RESOLUTION NO. R2008-33
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF PEARLAND,
TEXAS, AWARDING A BID FOR CONSTRUCTION SERVICES
ASSOCIATED WITH THE GREEN TEE LIFT STATION.
BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF PEARLAND, TEXAS:
Section 1. That the City opened bids for construction services associated with the
Green Tee Lift Station, and such bids have been reviewed and tabulated.
Section 2. That the City Council hereby awards the bid to Liftwater Construction,
in the amount of $453,330.00.
Section 3. The City Manager or his designee is hereby authorized to execute a
contract for construction services associated with the Green Tee Lift Station
PASSED, APPROVED and ADOPTED this the 25 day of February, A.D., 2008.
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ATTEST: �'�; `'-'�`=
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TY S CRETA Y
APPROVED AS TO FORM:
. �
DARRIN M. COKER
CITY ATTORNEY
�GYY�
TOM REID
MAYOR
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Cqr�er���t�r���g
February 8, 2008
Mrs. Jennifer Phan
Assistant Direcior of Public Works
Cify of Pearland
3519 Liberty Drive
Pearland, Texas 77581
RE: Green Tee Lift Station No. 4, 82007-048
Recommendation for Award
Dear Mrs. Phan:
.::..:, .;:, .,.�:
.. . .. �-: . .>>,;
On January 31, 2008, bids were received for the above referenced project. DJ Civil Construction LLC was
the apparent low bidder in the amount of $436,086.50 (see attached bid tabulatian). Upon review of the
contractor's qualifications, references, and past work �xperience with both the City of Pearland and our
firm, we recommend that the City of Peariand award the contract to the second law bidder, Liftwater
Construction, in the amount of $453,330.34.
The qualifications DJ Civil Canstruction submitted indicate they have oniy completed 3 wastewater lift
station projects. Their references indicated concerns with DJ Civil Construction's ability ta compiete a lift
station of the size and depth of the Green Tee project on schedule and in accordance with the plans and
specifications.
Liftwater Construction has significantly more experience in this type of work and on previous projects with
the Engineer has comp(eted the work in accordance with the pfans and specifications with a high levei of
quaiity.
!n reviewing the bid tab, there were math errors in the bids submitted by Robinson Water Wel! and R&B
Group, lnc. These errors were corrected in favar of the unit prices submitted with the bid documents.
+'hese errors did nat change the bidder's positions as the 4"' and 6"' low bidders.
!f you have any questions, please let me know.
Sincerely,
� �,RTER & BURGESS, INC.
..:,.��,..r.---�' �,�.�..�`
'�:�ernon H. Webb Il, f'.E.
Unit Manager
VNJ/adc
L:\03241032444.010;PUBL\rec for award.doc
cc: Projec! Fiie: 021444.010 14.4
-... . ... .. , �..... , ;>:: �.:.... ,,.
CITY OF PEARLAND
GREEN TEE LIFT STATION NO. 4
BID OPENING DATE: 01/31/08
BID OPENING LOCATION: CITY OF PEARLAND
TABULATION BY: AC
TABULATION DATE: 01/31/08
CARTER 8 BURGESS JOB NO: 032444.010
CITY OF PEARLAND - GREEN TEE LIFT STATION NO. 4
Estimated
1. Liftwater Construction 2. Robinson Wate� Well 3. R+B Grouo. Inc. 4. Conn's Construction 5. DJ Civil Construction 6. Reddico Construction 7. Calco Contrectina 8. Peltier Brothers Const.
CITY OF PEARLAND GREEN TEE LIFT STATION NO. 4 EXTRA WORK ITEMS
Estimated
Item No. Descri tion Unit Quanti UnN Cost Total Unit Cost Total Unit Cost 7otal Unit Cost Total Unit Cost Total Unit Cost Total Unit Cosf Total Unit Cost Total
20 Extra Cement Stabilized Sand Ton 25 $ 22.50 $ 562.50 $ 60.00 $ 1,500.00 $ 25.00 $ 625.00 $ 16.50 $ 412.50 $ 30.00 $ 750.00 $ 20.00 $ 500.00 $ 14.00 $ 350.00 $ 30.00 $ 750.00
21 Extra Machine Excavation and Backtill CY 25 $ 22.50 $ 562.50 $ 12.00 $ 300.00 $ 20.00 $ 500.00 $ 7.00 $ 175.00 $ 40.00 $ 1,000.00 $ 6.00 $ 150.00 $ 20.00 $ 500.00 $ 10.00 $ 250.00
22 Crushed Rock �o Obtain Stable Trench Bottom CY 25 $ 55.00 $ 1,375.00 $ 25.00 $ 625.00 $ 25.00 $ 625.00 $ 40.00 $ 1,000.00 $ 40.00 $ 1,000.00 $ 42.00 $ 1.050.00 $ 60.00 $ 7,500.00 $ 30.00 $ 750.00
or Manhole 8ase
SUBTOTAL EXTRA WORK REMS S 2,500•OU S 2�425•00 S 1 750•00 S 1,587.50 S 2,750.00 S 1 700•00 S 2,350.00 j 1 750.00
TOTAL BASE BID AND EXTRA WORK ITEMS $ 453,330.34 $ 510549.99 = 571,565.20 $ 521,132.00 S 436,086.50 E 495,560.00 S 615,329.00 S 580 288.00
L:10324\0324d4.010\PUBL\Bitl Tab.ds Pdg2 1