Memo Resolution 10-ENGR-38-C-03 Northcliffe Street Reconstruction Phase II Section 1Agenda No.7
CITY COUNCIL MEMORANDUM /RESOLUTION
City Council Meeting: November 9, 2010
Department:
Subject:
BACKGROUND
Engineering
Bid # 10- ENGR- 38 -C -03 — Northcliffe Street
Reconstruction — Phase II Section 1
As part of the 2006 Street Bond Election, the City designated funding for rehabilitation of
Northcliffe Streets. The Reconstruction of Turnabout Loop, Country View, Harvest, Wensledale,
and Chelsea, is the third project in this area. The project was bid on October 21, 2010 with eight
(8) contractors submitting. A tabulation of the bids is attached showing the low bidder to be
Wagner Materials & Construction with a bid of $1,322,530.13.
As bid, the project consists of construction of new sidewalks, new curbs, driveways and a new
pavement section.
The Engineer's estimate was $1,529,428.58.
FISCAL IMPACT
Budgeted in 2006 Bond Election: $1,563,010.00
Current Estimated total cost, including engineering, construction and incidentals: $1._522,550.00
Under budget: $ 40,460.00
RECOMMENDATION
The City Engineer concurs with Ford Engineering Inc. recommendation that Council award the
bid for the Northcliffe Street Reconstruction — Phase II Section 1 Project to Wagner
Materials & Construction, in the amount of $1,322,530.13.
BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF SCHERTZ:
Staff recommendations that the above stated are hereby approved and authorized.
PASSED AND APPROVED at a regular meeting of the City Council of the City of Schertz,
Texas this 9th day of November, 2010, at which meeting a quorum was present, held in
accordance with the provisions of V.T.C.A., Government Code, §551.001 et seq.
City Council Memorandum
Page 2
APPROVED
al Baldwi ; Mayor
ATTEST:
da Dennis, City Secretary
October, 28, 2010
Project No. 1124.7202
Mr. Lawrence C. Dublin, City Engineer
City of Schertz
10 Commercial Place
Schertz, Texas 78154
Re: LETTER OF RECOMMENDATION
Northcliffe Streets Reconstruction Phase II
Eight (8) bids were received on the above referenced project at Public Works on
October 21, 2010. All bids were considered responsive as to the require merits set forth
in the Instructions to Bidders. The bids are tabulated and attached, along with
supporting information required in the instruction to Bidders. Please see attached
reference responses.
Review of the bids indicate that Wagner Materials and Construction is the low
bidder with a bid of $1,322,530.13. The Engineer's Estimate for the project construction
was $1,529,428.58.
It is our recommendation that the City award the contract to Wagner Materials and
Construction in the amount of $1,322,530.13.
Should there be questions, or if further information is needed, please do not hesitate to
call me at 210 -590 -4777.
Sincerely,
Mark B. Hill, PE
FORD ENGINEERING, INC.
Incl. Bid Tabulation, Verification of Low Bidder Unit prices, required items as per
ITB
cc Sam Willoughby, Director of Public Works
10927 WYE DRIVE, SUITE 104, SAN ANTONIO, TEXAS 78217 (210) 590 -4777 FAX: 590 -4940
1 -800- 332 -3109 Web Site: www.fordengiiieering.com TBPE No. F -1 162
NORTHCLIFFE STREET RECONSTRUCTION PHASE II
I oiv Bidders Ultit Price Verificsthott
Biii DATE.: ?ptuHer - 21,'2010 ``f
eq)ed \q, u]'I24 7202 Lo> W dder ':f At eragu Did Enginecrs Est : %I)I} 1' I11*/1 I
AVERAGE FSTIAIATE:
ITEM NO. DESCRIPTION
UNIT
QTY
UNIT PRICE
UNIT PRICE
UNIT PRICE
%
%
1
TPDI:S -Storm Water Pollution Prevention Plan
is
I
S 4894.00
S 11,205.33
$ 26,698.66
121/.
63%
2
Mobilization
Traffic Control and Regulation
Is
t
S 124 313,00
$ 93,312,38
S 97.895.07
-3346
-27%
3
E
l
S 12 240.00
$ 19 331.94
S 26,698.66
37%
54%
4
Site Restoration (Utility Conslntction
if
132
$ 105.00
$ 73.46
S 36.11
-43%
-191%
5
Adjust Manhole and Frame and Cover
ea
18
I S 1,160,00
S 725.68
S 684.05
-60:5
-70%
6
Remove Concrete Curb and Gutter
If
11994
S 5.00
$ 2.44
S 2,36,
- 105%
-112%
7
Remove Concrete Sidewalk and Driveway
5260
S 10.00
S 6.81
$ 6.87
-47
-46%
8
Water Pipe [PVC 0900) IDR14)jOpcn Cu _ I2"
If
85S
S 37.00
S 47.01
S 69.00
21%
46%
9
Water Pire (PVC C900 DR 14 ) (Opem Ch 8"
If
5465
S 24,00
S 33.69
S 26.33
29%
9%
10
Water Pipe (PVC C900) (DR14) (Bore and Case, w/
24" Steel Casing) 12"
If
35
S 437.50
S 342.88
S 386.00
-28%
-13%
11
Water Smice 314 in short side situ,11e1
ea
3
S 676;25
S 769.35
$ 727.91
12%
7%
12
Water Service 314 in (long side ) tsing le
ea
5
$ 902,70
S 1,025.78
S 746.08
I2%
-21 %I
13
Water Sen7� short side (dual)
ea
35
S 826.20
S 854.56
S 1,059.30
3%
22%
14
WatcrService `1" Iona: side 'dual)
ea
31
S 1,123.00
5 1,142.25
5 1,121.15
2%
0 91e
15
Water SemiceRecomkction'Dual l ")
ea
I
S 1091,40
S 1,192,67
S 1,121.15
8%
3%
16
Water Tie -In Com le le (12"
ea
3
S 1333.00
S 2,559.41
S 4,577.00
48%
71%
)7
Water Tie-in {Com le(e ) (8 ")
ea
8
S 894.50
S 1,360.72
S 1,606.36
52%
44%
18
Water Tie -In Com 1cle 6'
ea
I
S 795.60
S 1,570.57
S 1,390.47
49%
430
19
Water Cut, Plug, Abandon 6"
ea
3
S 887.40
$ 625.14
$ 766.34
-42°/
-16%
20
Water Cut, Pfug,Abandon 12"
ea
I
S 1,326,00
S 804.92
S 1,026.37
•65%
-29%
21
Fire FlEdrant Asscmbl Cot iete
ea
9
S 3,497.50
S 46.90
S 3,706.70
$ 3,525.93
61%
1%
22
Fire Fb drant Branch (Di) (CL 350) (6 in ( 'n Cut
if
72
S 43.51
S 37.90
-8%
-24 %-
23
Sat me Fire Fl •dmit
ea
4
S 548.80
S 1,)00.89
S 799.12
45%
31%
24
Gate Valves 12"
ea
I
$ 2,478.60
$ 2,329.36
S 1,197.66
-6%
-107%
25
Gate Valves 8"
ea
IS
$ 1,486.00
S 1,152.54
S 1,197.66
-29%
-24%
26
Blow Off Valve- Permanent
ea
I
S 3,172.20
$ 1,914.20
S 1,528.37
-66%
-108%
27
Blow OffValve(2 ")STemraorans)
ea
9
S 1707.50
$ 1,380.31
S 1,328.37
-24%
-29%
28
sure Reducigg Valve Assembly and Vault (Coniplele
ea
I
S 14586.00
S 14,112.76
S 14,725.75
-3%
1%
29
Water Ateler Relocate
ea
140
$ 175.40
S 145.02
S 242.14
-21%
28%
30
Water AtelerBox
ea
140
S 114,25
$ 129.58
S 16L37
29%
31
Sanitan Sewer SDR26} 8"
If
l8
S 65.25
S 32.70
S 90.00
28%
32
Sanila Sewer Sevice
If
25
S 66.30
S 70.37
S 56.50
]24%
-17%
33
Stonn Sewer lalerat RCP 24"
if
4
S 113.20
$ 148.28
S 90.00
-26%
34
Precast fillet (Comp lele) T Ze C) t 15
ea
1
S 8,965.80
S 6,945.69
S 4 500.00
-29%
-99%
35
Flexible Base
c '
2018
S 24.25
S 29.40
32.40
18%
25%
36
t1MAC lT re D 2")
lon
2429
S 60.50
S 3.25
S 71.41
S 66.85
15%
9%
37
Prime Coal 0.2 aIrs '
fal
4225
$ 4.39
S 3.10
26%
-5%
38
Tack Coal 0.l gaVs•
gal
2113
S 0.01
S 3.88
S 2.63
100%
100%
39
Concrete Driveways
sg
2827 ..
S 30.00
$ 44.69
S 43.78
33%
31;0
Low Bidder Unit Price Evaluation
1HORTHCLIFFE :ST,REETRECON,$TRUCTiON.P$ASEII >[:
Loil Btttticr!s Un1t.Prtcc Vcrifcatiol► ; :`"
DID DATE.:OclObet 21;`2010 – -
Yrolea\o:ii1.12472rJ2
Lo« Adder`:'
77AycrtgF Dld
EuglneersEst.:'.
%DIFF
AVERAGE
%DIFF:
:ESTli14ATE
ITEM NO, DESCRIPTION
UNIT
QTY
UNIT PRICE
UNIT PRICE
UNIT PRICE
%
40
41
TirernoPlastiePaYenuntDla 55liite (12)
Curb
If
126
1862
S 10.20
S 12.52
S 8.00
S 7.08
19 %'
37%
-28%
If 10116
if
S 4.80
S 7.90
S 27.55
S 7.60
32 °%
42
43
Curb and Gutter
S 11.99
$ 24.46
34%
68%
Concrete Sidewalk-
SY
4414
S 36.41
$ 33.88
24%
19%
44
Soddin •
SY
4501
S 3.40
S 5.23
5 5.01
35%
32%
45
Cement Kiln Dust
ton
•
ea
533
4697
S 10D.25
5 6.25
S 124,42
S 24.20
S 116.67
S 16.11
19%
74%
14%
61:6
46
Street Reclanialion (top of ro osed sub Trade
47
Relocate Mailbox
140
18
S 244.06
S 116.92
S 126.61
-109 16
-93%
48
Removtr Replace SipjConylete)
—sa-1
S 153.00
S 245.06
S 250.00
_38%
39%
Low Bidder Unit Price Evaluation 2