R-2013-090-2013-06-10RESOLUTION NO. R2013-90
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF PEARLAND,
TEXAS, AWARDING A BID FOR CONSTRUCTION SERVICES
ASSOCIATED WITH THE HATFIELD BASIN TRUNK SEWER.
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
Hatfield Basin Trunk Sewer, and such bids have been reviewed and tabulated.
Section 2. That the City Council hereby awards the bid to S. J. Louis of Texas
Construction, in the amount of $5,955,124.00.
Section 3. The City Manager or his designee is hereby authorized to execute a
contract for construction services associated with the Hatfield Basin Trunk Sewer.
PASSED, APPROVED and ADOPTED this the 10th day of June, A.D., 2013.
TOM REID
MAYOR
APPROVED AS TO FORM:
DARRIN M. COKER
CITY ATTORNEY
Project Manual
for:
CONTRACT
Hatfield Basin Trunk Sewer
8" to 36" Gravity Sanitary Sewer
Resolution No. R2013-90
Exhibit "A"
Project No.: WW1103
Bid No.: 0213-34
April 2013
Prepared By:
rFREESE
mOM
Freese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
11200 Broadway St, Suite 2332
Pearland, Texas 77584
Phone: 832-456-4700 Fax: 832-456-4701
r
r
CITY OF PEARLAND BID PROPOSAL
Section 00300
BID PROPOSAL
Part A
Date: Mav 16.2013
Bid of S.J. Louis Construction of Texas. Ltd. , an individual proprietorship / a
corporation organized and existing under the laws of the State of Texas / a partnership consisting
of Les V. Whitman and James L. Schueller, for the construction of:
Hatfield Basin Trunk Sewer
City of Pearland, Texas
COP PN: WW1103
BID NO.: 2013-34
(Submitted in Electronic format)
To: The Honorable Mayor and City Council of Pearland
City of Pearland
3519 Liberty Drive
Pearland, Texas 77581
Pursuant to the published Invitation to Bidders, and Instructions to Bidders, the undersigned
Bidder hereby proposes to perform all the work and furnish all necessary superintendence, labor,
machinery, equipment, tools and materials, and whatever else may be necessary to complete all
the work described in or reasonably inferable from the Contract Documents for the construction of
the Hatfield Basin Trunk Sewer with all related appurtenances, complete, tested, and
operational, in accordance with the Plans and Specifications prepared by the Engineering Firm,
Freese and Nichols, Inc., William (Clay) Herndon, P.E., 11200 Broadway Street, Suite 2332,
Pearland, TX 77584, for the unit prices or applicable prices set forth in Exhibit "A", the electronic
bid form as contained in the City's E -bid system, which, once fully executed and submitted shall
constitute a legal and executable proposal from the Bidder. It is understood that, in the event any
changes are ordered on any part of the Work, the applicable unit prices bid shall apply as additions
to or deductions from the total prices for the parts of the Work so changed.
The Bid Security required under the Instructions to Bidders is included and has been uploaded as
an attachment within the E -bid system and, that a fully executed, signed and sealed hard copy has
been delivered to the Office of City Purchasing, Finance Department, 2"d Floor, City Hall, 3519
Liberty Drive, Pearland, Texas 77581.
The Bidder agrees to submit to the Owner the Qualifications of Bidder, including the Financial
Statement of Bidder, as required by the Instructions to Bidders if requested to do so as a condition
of the Bid review.
The Bidder binds himself, upon acceptance of his proposal, to execute the Standard Form of
Agreement and furnish an acceptable Performance and Payment Bond and Maintenance Bond,
each in the amount of one hundred percent (100%) of the total Contract Price, according to the
forms included in the Contract Documents, for performing and completing the said work within
the time stated and for the prices stated in Part B of this proposal along with all required insurance
in the required amounts.
Bidder's Initial's:
10-2012 00300 - 1 of 3
r
CITY OF PEARLAND BID PROPOSAL
The undersigned Bidder agrees to commence work within 10 days of the date of a written Notice
to Proceed. It is understood that the Work is to be Substantially Complete within the following
timeframes:
• Hatfield Segment = 180 days,
• Hatfield Segment + Woody Segment = 210 days
• Hatfield Segment + Willowick Segment = 270 days
• Hatfield Segment + Woody Segment + Willowick Segment = 300 days
after the date of the Notice to Proceed. Time for Substantial Completion shall begin on the date
established by the Notice to Proceed. The Contractor will pay liquidated damages in the
amount(s) specified in Document 00500 — Standard Form of Agreement, in the event the Work is
not Substantially Complete within the Contract Time.
The undersigned agrees that the amounts bid in this Bid Proposal will not be withdrawn or
modified for ninety (90) days following date of Bid Proposal opening, or such longer period as
may be agreed to in writing by the City of Pearland and Bidder.
It is understood that in the event the Successful Bidder fails to enter into the Standard Form of
Agreement and/or to furnish an acceptable Performance and Payment Bond and Maintenance
Bond, each in the amount of one hundred (100) percent of the Contract Price, along with all
required insurance in the stated amounts within ten (10) days of the Notice of Award, the
Successful Bidder will forfeit the Bid Security as provided in the Instructions to Bidders. Unless
otherwise expressly provided herein, all references to "day(s)" shall mean calendar day(s).
The Bidder acknowledges that the following Addenda have been received. The modifications to
the Bidding Documents noted therein have been considered and all costs thereto are included in
the Bid Proposal prices.
Addendum No.: 1 Date: 05/16/2013 Addendum No.: Date:
Addendum No.: Date: Addendum No.: Date:
Bidder hereby represents that the only person or parties interested in this offer as principals are
those named. Bidder has not directly or indirectly entered into any agreement, participated in any
collusion, or otherwise taken any action in restraint of free competitive bidding.
Firm Name: S.J. Louis Construction of Texas, Ltd.
By: Les V. Whitman,
Title: General Manager
Address: 2500 TC Jester #258. Houston, Texas 77008
Phone No: 832-767-4964
Bidder's Initial's: �✓�
10-2012 00300 - 2 of 3
CITY OF PEARLAND BID PROPOSAL
ATTEST:
Don Stenhcns
(Typed oral ed Na
/_ �J
Signature
Date: May 16, 2013
END OF SECTION
(Seal, if Bidder is a Corporation)
Bidder's Initial's: �Vk1
10-2012 00300 - 3 of 3
06/ 19/2013 09:093 .J Louis
EXHIBIT "A" - BID FORM
Contractor Nemo SJ. Louts of Tames Construc1Ion, LLC
Project Name Hatfield Basin Trunk Sawar
Project No. WW1103
Contract Amount
Rete BID: Hatfield Segment
Item g Isola jttm OeicrIDelon
1.01 01505 MOBILIZATION
1.02 01555 TRAFFIC CONTROL & REGULATION INCL. FLAGOERS
1.03 01564 CONTROL OF GROUNDWATER (OPEN EXCAVATION) (WELL POINTING)
1.04 01366 SWPPP PREPARATION & IMPLEMENTATION
1,05 01570 TRENCH SAM SYSTEM (UTILITIES)
TEMPORARY FENCE DURING CONSTRUCTION AS INDICATED IN THE
1.06 01500 PLANS
1.07 01300 TEMPORARY GRAVEL DRIVEWAY w/24" RCP CJ -VERT
1.08 01563 TRE! PROTECTION & TREE REMCVAL
1.09 02200 317E PREPARATION
1.10 02310 8" WL ADJUSTMENT, PER PLANS
1.11 02220 REMOVAL OF EXISTING SANITARY SEWER P, PE
1.12 02220 REMOVAL OF EXISTING SANITARY SEWER MANHOLE
113 02220 GROUT FILL & ABANDON EXISTING SANITARY SEWER PIPE
1.14 02220
1.13 02220
1.16 02220
1.17 02120
1.18 02220
1.19 02220
1.20 02220
1.21 02220
1.22 02980
1.23 02980
1.24 02980
1.25 02980
1.26 02980
1.27 02960
1.28 02990
1.29 02220
1.30 C2220
1.31 02921
1.32 02751
1.33 02330
1,34 02530
1.35 02530
1.36 02530
1.37 02330
1.38 02530
1.39 02330
1.40 02530
1.41 02530
1.41 02530
1,43 02415
1.44 02415
1,45 02413
1.46 01542
1.47 02542
1.48 02342
1.49 02542
1.50 02342
1.51 02.542
1.51 02531
Contract Name
Bid Na.
(FAX) 8327674681 P.002/004
2013-34
41:01 Elt Qtr Unit Prkt I2u1 _
LS 1 5 270,000.00 5 270,000.00
LS 1 $ 18,000.00 5 11,000.00
LS 7,500 5 1.00 5 7,500.00
LS 1 $ 8,700.00 $ 8,700.00
LF 7,500 $ 5.00 S 37,500.00
IF 635 $ 3.00 S 1,905.00
FA 1 $ 1,900.00 5 1,900.00
LS 1 $ 6,800.00 5 6,800.00
LS 1 $ 50,000.00 $ 53,000.00
EA 1 $ 4,000.00 $ 4,000.00
LF 2,415 5 2.00 5 4,830.00
EA 16 S 500.00 5 8,000.00
LF 225 $ 4.00 $ 900.00
ABANDONMENT OF EXISTING SANITARY SEWER MANHOLE CA 9 5 500.00 5 4,500.00
CJT & PLuG EXISTING SAN TARY SEWER LIN! EA 45 S 50.00 S 2,250.00
REMOVE & REPLACE EXISTING HOGWIRE FENCE & GATE LF 220 $ 5,00 5 1,100.00
REMOVE b REPLACE EXISTING CHAINUNK FENCE LF 350 $ 10.00 S 3,500.00
REMOVE & REPLACE EXISTING STORM INLET EA 2 $ 1.900.00 S 2,600.00
R8MOV8 &REPLACE 24" RCP STORM SEWER LF 110 S 75.00 S 8,230.00
REMOVE & REPLACE 12" PVC STORM SEWER LF 20 $ 47.00 5 940.00
REMOVE & REPLACE EXISTING BARRICADE EA1 $ 2,200.00 5 2,200.00
REMOVE & REPLACE ASPHALT DRIVEWAY SY 1621 $ 45.00 $ 7,290.00
REMOVE & REPLACE CONCAET� DRIVEWAY SY 303 $ 56.00 5 17,080.00
REMOVE RI REPLACE GRAVEL DRIVEWAY SY 25 $ 23.00 S 575,00
REMOVE&REPLACE ASPHALT PAVEMENT SY5,125 $ 60.00 S 307,500.00
REMOVE & REPLACE CONCRETE PAVEMENT SY 625 $ 65.00 $ 40.625.00
RC.MOVE & REPLACE CONCRETE SIDEWALK & RAMP SF I,O13 $ 600 S 52,090.00
ABANDON EXISTING HATFIELD 11 LIFT STATION LS 1 $ 6,300.03 $ 6,300.00
ABANDON EXISTING HATFIELD 112 UFT STATION LS 1 1$ 5,300.03 $ 6,3C0.00
HYDRO -MULCH SEEDING AC 4 $ 1,400.00 $ 5,600.00
MARY'S CREEK CONCRETE CAP INCL. CONTROL OP SURFACE WATER LS 1 $ 9,800.03 $5 6,800.00
BYPASS PUMPING LS 1 $ 16,000.00 $ 16,000 00
6" DIA. SANITARY SEWER PIPE (OPEN CUT) (>8' TO 10'Deep) LF 21 5 48.00 $ 1,008.00
10" D'A, SANITARY SEWER PIPE (OPEN CUT) (>0' TO 8'Deep) LF 18 $ 62.00 $ 1,116.00
12" DIA. SANITARY SEWER FIDE (OPEN CUT) (>B' TO 20'Deep) LF 63 $ 110.00 $ 6,530.00
24" DIA. SAN;TARY SEWER PIPE (OPEN CUT) (>12' TO 14'Deefa) LP21 5 160.00 $ 19,360,00
24" DIA. SANITARY SEWER P.PE (OPEN CUT) (14' TO 16'Deep) LF 1,532 $ 160.00 $ 245,120.00
24" DIA. SANITARY SEWER PIPE (OPEN CUT) (>16' TO 18'Oeep) LF 896 $ 190.00 5 170,240.00
36" 01A. SANITARY SEWER PIPE (OPEN CUT) (>14' TO 16'Deep) LF980 3 330.00 5 323,400.00
36" DIA, SANITARY SEWER PIPE (OPEN CUT) (>16' TO 18'Deep) IF 3,317 $ 920.00 5 1,061,440.00
36' DIA. SANITARY SEWER PIPE (OPEN CUT) (>18' TO 20'Deep) LF 270 $ 230.00 S 62,100.00
36" 014. SANITARY SEWER PIPE IN 48" CASING(OPEN CUT) LF 270 5 315.00 $ 139,050.00
6" DIA. SANITARY SEWER PIPE (AUGER) LF 40 S 109.00 S 4,360.00
24' DIA. SANITARY SEWER PIPE (AUGER) IF 150 $ 665.00 $ 102,750.00
36' DIA. SANITARY SEWER PIPE IN 48" CASING(AUGER) LP 605 5 735.00 5 444,675.00
4' MANHOLES (UP TO 8' DEEP) CA 15 5 4500,00 $ 67500.00
4' MANHOLES (EXTRA DEPTH OVER 8' DEEP) VF 120 3 180.00 5 21,600.00
5' MANHOLES (l.'P TO 8' DEEP) EA 18 S S,t00.00 5 86,400.00
5' MANHOLES (EXTRA DEPTH OVER 8' DEEP) VP 165 S 160.00 $ 29,700.00
STANDARD MANHOLE DROPS (UP TO3' DEEP) EA 7 $ 2,800,00 9 19,600.00
EXTRA DEPTH MANHOLE DROPS (OVER 8') VF 45 $ 12.00 $ 540.00
SANITARY SEWER STACK EA 19 $ 5,400.00 3 121,600.00
06/ 19/2013 09:093 J LOU s
Bata BID: Hrtflold Segment
(FAX) 8327574681 P . 003/004
lilrg Il131/33.11eDeptrlpttpr) SliS!S pit ON Unit !Mu 7BE81
153 02531 EXTRA DEPTH SANITARY SEWER STACK VF 601 $ 4.00 3 240.00
1.54 02331 SHORT SIDE SINGLE SERVICE EA 7 5 1,150.00 S 8,050.00
1.55 02531 SHORTSIOE DOUBLE SERVICE EA 9 3 1,200.00 $ 10,800.00
1.56 02531 LONG SIDE SINGLE SERVICE EA 3 $ 1,800.00 $ 5,400.00
1.57 02330 CONNECT TO EXIST SANITARY SEWER SERVICE EA 2 $ 1,700.00 5 3,400.00
1.58 02330 CONNECT TO EXIST 4" SANITARY SEWER PIPE EA 2 3 14.00 $ 28.00
1.59 02530 CONNECT TO EXIST 6" SANITARY SEWER PIPE EA S $ 50.00 3 250.00
1.60 02330 CONNECT TO EXIST 8" SANITARY SEWER PIPE EA 3 5 60.00 5 160.00
1.61 02530 CONNECT TOEX15T10"SANITARY SEWER PIPE EA 3 $ 100.00 $ 300.00
1.62 02530 CONNECT TOEXIST 12"SANITARY SEWER P.PE EA 1 S 120.00 $ 120.00
1.53 02530 CONNECT TO EXIST 15" SANITARY SEWER P,PE EA 1 $ 230.00 5 250.00
1.64 00700 EXTRA WORK - LABOR (UNSKILLED) MAN.HR 100 S 25.00 5 2,500.00
1.65 00700 EXTRA WORK - LABOR (SKILLED) MAN.HR 100 $ 31.00 3 3,100.00
1.66 00700 EXTRA WORK • MACHINE EXCAVATION CY 200 $ 3.00 $ 600.00
1.67 00700 EXTRA WORK • CEMENT STABILIZED SAND CY 200 $ 32.00 $ 6,400.00
1.68 00700 EXTRA WORK -12"SANITARY SEWER IN WET SAND CONSTRUCTION LF 200 5 1.00 5 200.00
1.69 00700 EXTRA WORK -18"SANITARY SEWER IN WET SAND CONSTRUCTION IF 200 S 1.00 $ 200.00
1.70 00700 EXTRA WORK - 21" SANITARY SEWER IN WET SAND CONSTRUCTION LF 200 $ 1.00 $ 200.00
1.71 00700 EXTRA WORK -24"SANITARY SEWER IN WET SANDCONSTRUCT:ON IF 200 S 1.00 5 200.00
I
1.72 00700 EXTRA WORK -38"SANITARY s/N�JtI /y/ETmgoCO'VSTijY.C(710 IF 300 S 1.00 5 300.00
.tom II 1.82to 1.72:7'o tit done where aLthorlaed by Englreer and In quantities to be suthorlted.
Contractor ahaI provide unit Prices ONLY for this salon.
'ALTERNATE 1 - WOODY SEGMENT
Mm Y UV Ie,m_DtftirtraIR tit
2.01 01505 MOBILIZATION
2.02 01555 TRAFFIC CONTROL & REGULATION INCL. FLAGGERS LS
2.0.3 01564 CONTROL OF GROUNDWATER (WELL POINTING) LF
2.04 01586 SWPPP PREPARATION & IMPLEMENTATION LS
2.05 01383 TREE PROTECTION & TREE REMOVAL LS
2.05 01570 TRENCH SAFETY SYSTEM (UTILITIES) LF
TEMPORARY FENCE DURING CONSTRUCTION AS INDICATED IN THE
2.07 01500 PLANS LF
2.011 02200 SITE PREPARATION S
2.09 02200 REMOVAL OF EX:STING SAN; TART SEWER MANHO.E EA
2.10 02200 GROUT FILL & ABANDON EXISTING SANITARY SEWER PIPE LF
2.11 02220 CUT & PLUO EXISTING SANITARY SEWER LINE EA
2.12 02220 REMOVE & REPLACE EXISTING CHAINLINK FENCE LF
2.13 02980 REMOVE & REPLACE CONCRETE PAVEMENT SY
2.14 02220 ABANDON EXISTING WOODY LIFT STATION -' S
2.15 02921 HYDRO -MULCH SEEDING AC
2.16 02530 BYPASS PUMPING LS
2.17 02530 12" DIA. SANITARY SEWER PAPE (OPEN CUT) (>14' TO 16' DEEP) LF
2,18 02530 12" DIA, SANITARY SEWER PIPE (OPEN CUT) (>18' TO 18' DEEP) LF
2.19 02415 12" DIA. SANITARY SEWER PIPE (AUGER) LF
2.20 02542 4'DIA. MANHOLES (UP TO B' DEEP) EA
2.21 02542 4'DIA. MANHOLES (EXTRA DEPTH OVER 8) VP
2.22 C2342 STANDARD MANHOLE DROPS (UP TO 3' MP) EA
2.13 02542 EXTRA OEPTH MANHOLE DROPS (OVER 3') VF
2.24 02331 SANITARY SEWER STACK EA
2.23 02531 EXTRA DEPTH SANITARY SEWER STACK VP
2.28 02531 SHORT SIDE SINGLE SERVICE EA
2.27 02330 CONNECT TO EX ST. !VOA. SANITARY SEWER PIPE EA
SUBTOTAL $ 3,341,742.00
f tiQly kaL PrIce 12.21
1 5 35,000.00 $ 35,000.00
1 $ 1,100.00 $ 1,100.00
1,656 5 25.00 $ 41,400.00
1 3 500.00 $ 500.00
1 $ 9,300.00 $ 9,300.00
1,656 $ 1.00 $ 1,656.00
1,500 1 S 3.00 $ 4,500.00
1 1$ 2,500.00 $ 2,500.00
1 $ 5C0.00 $ 500.00
2,600 5 2.00 $ 3,200.00
1 5 50.00 $ 50.00
50 $ 10.00 $ 300.00
40 $ 65.00 5 2,600,00
1 $ 6,3C0.00 $ 6,300.00
1 $ 1,400.00 $ 1,400.00
1 5 1,000.00 $ 1,000.00
1,476 $ 100.00 $ 147,600,00
180 $ 100.00 $ 18,000.00
824 $ 400.00 S 330,000.00
8 S 4,500.00 5 36,000.00
48 $ 180.00 $ 8,640.00
1 $ 2,600.00 $ 2,800.00
1 $ 12.00 S 11.00
1 $ 430.00 $ 430.00
5 S 4.00 5 20.00
1 $ 1,400.00 $ 1,400.00
2 $ 60.00 $ 120.00
SUBTOTAL $ 658,928.00
06/19/2013 09:093 _J Lo,1 s
BaSa BID: Hatfield Segment
Barn ti 5.12211
ALTERNATE 2- WILLOWICK SEGMENT
)tem 04SSrlAt14q
(FAX) 8327674681 P . 004/ 004
Unit Est Qty 1,/nit Pf11;8 LAE
jig lia 'r•mRsnri 9^ Unit Fit 0th .P.' 7. 1Y,
3.01 01505 MOBILIZATION
1 LS 1 5 100,000.W $ 1DO,dOO.W
3.02 01555 TRAFFIC CONTROL & REGULATION INCL FLAGGERS LS 1 $ 2,100.00 $ 2,100.00
3.03 01564 CONTROL OF GROUNDWATER (WELL POINTING) LF 6,650 $ 1.00 5 6,650.00
3.04 01586 SWPPP PREPARATION & IMPLEMENTATION LS 1 $ 5,400.00 $ 5,400.00
3.05 01383 TREE PROTECTION & TREE REMOVAL LS 1 $ 1,000.00 5 1,000.00
3.06 01570 TRENCH SAFETY SYSTEM (UTILITIES) LF 6,650 $ 7.00 S 46,530.00
3.07 02200 SITE PREPARATION 1 LS 1 5 25,000.00 5 25,000.00
3.08 02220 REMOVAL OF EXISTING SANITARY SEWER MANHOLE EA 1 $ 500.00 $ 500.00
3.09 02220 CUT &PLUG EXISTING SANITARY SEWER LINE EA 2 5 50.00 S 200.00
3.13 02220 REMOVE & REPLACE EXISTING STORM SEWER MANHOLE EA 1 $ 2,500.00 $ 2,500.00
3.11 02220 REMOVAL OF EXISTING CONCRETE DRIVEWAY SY 90 $ 3.00 $ 270.00
3.12 02980 REMOVE & REPLACE CONCRETE PAVEMENT SY 185 3 65.00 $ 12,025.00
3.13 02980 REMOVE & REPLACE CONCRETE SIDEWALK & RAMP SP 10,240 $ 6.50 $ 66 560.00
3.14 02220 ABANDON EXISTING CENTENNIAL VILLAGE LIFT STATION L5 1 S 6,300.00 $ 6,300.00
3.1S 02220 ABANDON EXISTING W,LLOWICK LIFT STATION 1.3 1 $ 6,300.00 $ 6,300.00
3.16 02220 CONVERT EXISTING ASHTON PARK LIFT STATION TO MANHOLE L5 1 S 2,000.00 $ 2,000.00
3.17 02220 REMOVAL OF EXISTING CENTENN'AL PARK LIFT STATION "` LS 1 $ - 9,600.00 5 3,900.00
3,18 02921 HYDRO -MULCH SEEDING AC 4 $ 2,4C0.00 $ 5,600.00
3.19 02530 BYPASS PUMPING j LS 1 $ 1,900.00 $ 1,900.00
3.20 02530 12" DIA. SANITARY SEWER PIPE (OPEN CUT) (>8' TO 10' DEEP) LF 402 $ 56.00 $ 22,512.00
3.21 02330 12" DIA. SANITARY SEWER PIPE (OPEN CUT) (>10' TO 12' DEEP) LF 10 $ 97.00 $ 970.00
3.22 02530 12" DIA, SANITARY SEWER PIPE,(OPEN CUT) (>12 TO 14' DEEP) LF 100 $ 97.03 $ 9,700.00
3.23 02530 12" DIA. SANITARY SEWER PIPE (OPEN CUT) (>14' 70 16' DEEP) LF 90 $ 97.00 5 8,790.00
3.24 02530 12" DIA. SANITARY SEWER PIPE (OPEN CUT) (>16' 7018' DEEP) LF 62 5
97,00 $ 6,014.00
3.25 02530 15" DIA. SANITARY SEWER PIPE (OPEN CUT) (>8' T010' DEEP) LF 150 $ 86.00 $ 12,900.00
3.26 02530 15" DIA. SANITARY SEWER PIPE'(OPEN CUT) (>10' TO 12' DEEP) LF 430 $ 86.00 3 36,980.00
3.27 02530 15' DIA. SANITARY SEWER PIPE (OPEN CUT) (>12 TO 14' DEEP) LF 870 $ 77.00 S 51,590.00
3.28 02530 15" 01A. SANITARY SEWER PIPE (OPEN CUT) (>14' 7016' DEEP) LF 180 $ 53.00 S 9,540.00
3.29 02330 15" DIA. SANITARY SEWER PIPE '(OPEN CUT) (>16' 7018' DEEP) LF 270 I $ 110.00 $ 29,700.00
3.30 01530 18' DIA. SAN.TARY SEWER PIPE'(oPEN CUT) (>8' 7010' DEEP) IF 180 5 110.00 S 19,800.00
3.31 02530 18" DIA. SAN TARY SEWER PIPE (OPEN CUT) (>SO'TO 12' DEEP) LF 1,335 1 $ 110.00 $ 146,850.00
3.32 02590 18" DIA. SANITARY SEWER PIPE (OPEN CUT) (>12 T014' DEEP) LF 135 1 S 110.00 $ 14,850.00
3.33 02530 21" DIA. SANITARY SEWER PIPE (OPEN CUT) (>16' T018' DEEP) LF 1,496 $ 138.00 $ 206,448.00
3.94 02530 21" DIA. SANITARY SEWER PIPE (OPEN CUT) (>18' TO 20' DEEP) LF 20 I $ 138.00 S 2,760,00
3.35 02530 24" DIA. SANITARY SEWER PIPE (OPEN CUT) (>16' TO 18' DEEP) LF 65 1 5
140.00 $ 9,100.00
9.36 02530 24" DIA. SANITARY SEWER PIPE (OPEN CUT) (>18' TO 20' DEEP) LF 1,041 1 $
590,00 $
140.00 $ 145,740.00
3.37 02415 18"0IA. SANITARY SEWER PIPE IN 30' STEEL CASING (AUGER) LF 95 1$
56,050.00
3.38 02415 21"DIA. SANITARY SEWER PIPE IN 30" STEEL CASING (AUGER) LF SOS $ 615.00 $ 64,575.00
3.39 02415 18"OIA.SANITARY SEWER PIPE (AUGER) LF 110 5 720.00 $ 79,200.00
3.40 02413 21"GIA, SANITARY SEWER PIPE (AUGER) LF 155 $ 600.00 5 93,000.00
3,41 02542 4101A. MANHOLES IUP TO 8' DEEP) EA 22 S 4,500,00 5 99,000.00
3.42 02542 4'0IA. MANHOLES (EXTRA DEPTH OVER 8') VF 164 $ 180.00 5 29,520.00
3.43 02530 CONNECTTO EXIST SANITARY SEWER MANHOLE EA 1 5 1,700.00 S 1,700,00
3.44 02530 CONNECT TO EXIST 4" SANITARY, SEWER PIPE EA 1 5 14.00 $ 14.00
3,45 02590 CONNECT TO EXIST 8"SANITARYFWERPIPE EA 3 5 52.00 5 156.00
1 $ 1,451,754.00
BID SUMMARY
1 TOTAL BASE BIO (180DAY DURATION)
2 TOTAL BASE 810 *ALTERNATE 1 (240 DAY DURATION)
3 TOTAL BASE BID + ALTERNATE 2 (270 DAY DURATION)
4 TOTAL BASE BID +ALTERNATE 1 +ALTERNATE 2 (300 DAY DURATION)
•
$ 3,844,742.00
S 4,501,270.00
$ 5,296,496.00
S 5,955,024.00