HomeMy WebLinkAboutresolution.council.044-14 RESOLUTION # 44
(Series of 2014)
A RESOLUTION APPROVING A CONTRACT BETWEEN THE CITY OF
ASPEN, COLORADO, AND GOULD CONSTRUCTION INC, SETTING
FORTH THE TERMS AND CONDITIONS REGARDING THE GONDOLA
PLAZA PEDESTRIAN CROSSING PROJECT AND AUTHORIZING THE
CITY MANAGER TO EXECUTE SAID CONTRACT
WHEREAS, there has been submitted to the City Council a contract
between the City of Aspen, Colorado, and Gould Construction, Inc a copy
of which contract is annexed hereto and made a part thereof.
NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL
OF THE CITY OF ASPEN, COLORADO:
Section 1
That the City Council of the City of Aspen hereby approves that
contract between the City of Aspen, Colorado, and Gould Construction, Inc
regarding Gondola Plaza Pedestrian Crossing Project, a copy of which is
annexed hereto and incorporated herein, and does hereby authorize the
City Manager of the City of Aspen to execute said contract on behalf of the
City of Aspen.
Dated: ��
Ste a adron, Mayor
I, Kathryn S. Koch, duly appointed and acting City C erk do certify
that the foregoing is a true and accurate copy of that resolution adopted by
the City Council of the City of Aspen, Colorado, at a meeting held April 7th
2014
Kathry S. Koch, City Clerk
The City of Aspen
CONTRACT FOR CONSTRUCTION City HaDroev's Office
THIS AGREEMENT, made and entered into on April 7, 2014, by and between the CITY OF
ASPEN, Colorado, hereinafter called the "City", and GOULD CONSTRUCTION, hereinafter
called the "Contractor".
WHEREAS, the City has caused to be prepared, in accordance with the law,
specifications and other Contract Documents for the work herein described, and has approved
and adopted said documents, and has caused to be published, in the manner and for the time
required by law, an advertisement, for the project: GONDOLA PLAZA PEDESTRIAN
CROSSING, and,
WHEREAS, the Contractor, in response to such advertisement, or in response to direct
invitation, has submitted to the City, in the manner and at the time specified, a sealed Bid in
accordance with the terms of said Invitation for Bids; and,
WHEREAS, the City, in the manner prescribed by law, has publicly opened, examined,
and canvassed the Bids submitted in response to the published Invitation for Bids therefore,
and as a result of such canvass has determined and declared the Contractor to be the lowest
responsible and responsive bidder for the said Work and has duly awarded to the Contractor a
Contract for Construction therefore, for the sum or sums set forth herein;
NOW, THEREFORE, in consideration of the payments and Contract for Construction
herein mentioned:
1. The Contractor shall commence and complete the construction of the Work as fully
described in the Contract Documents.
2. The Contractor shall furnish all of the materials, supplies, tools, equipment, labor and
other services necessary for the construction and completion of the Work described
herein.
3. The Contractor shall commence the work required by the Contract Documents within
seven (7) consecutive calendar days after the date of "Notice to Proceed" and will
complete the same by the date and time indicated in the Special Conditions unless the
time is extended in accordance with appropriate provisions in the Contract Documents.
4. The Contractor agrees to perform all of the Work described in the Contract Documents
and comply with the terms therein for a sum not to exceed SIX HUNDRED SIXTEEN
THOUSAND SIX HUNDRED SIXTY SIX ($616,666.00) DOLLARS or as shown on the
BID proposal.
5. The term "Contract Documents" means and includes the documents listed in the City of
Aspen General Conditions to Contracts for Construction (version GC97-2) and in the
CC1-971.doc Page 1 **cc1
Special Conditions. The Contract Documents are included herein by this reference and
made a part hereof as if fully set forth here.
6. The City shall pay to the Contractor in the manner and at such time as set forth in the
General Conditions, unless modified by the Special Conditions, such amounts as
required by the Documents.
7. This Contract for Construction shall be binding upon all parties hereto and their
respective heirs, executors, administrators, successors, and assigns. Notwithstanding
anything to the contrary contained herein or in the Contract Documents, this Contract for
Construction shall be subject to the City of Aspen Procurement Code, Title 4 of the
Municipal Code, including the approval requirements of Section 4-08-040. This
agreement shall not be binding upon the City unless duly executed by the City Manager
or the Mayor of the City of Aspen (or a duly authorized official in his/her absence)
following a resolution of the Council of the City of Aspen authorizing the Mayor or City
Manager (or a duly authorized official in his/her absence) to execute the same.
8. This agreement and all of the covenants hereof shall inure to the benefit of and be
binding upon the City and the Contractor respectively and their agents, representatives,
employees. Successors, assigns, and legal representatives. Neither the City nor the
Contractor shall have the right to assign, transfer or sublet his or her interest or
obligations hereunder without the written consent of the other party.
9. This agreement does not and shall not be deemed or construed to confer upon or grant
to any third party or parties, except to parties to whom the Contractor or the City may
assign this Contract For Construction in accordance with the specific written consent, any
rights to claim damages or to bring suit, action or other proceeding against either the City
or the Contractor because of any breach hereof or because of any of the terms,
covenants, agreements or conditions herein contained.
10. No waiver of default by either party of any terms, covenants or conditions hereof to be
performed, kept and observed by the other party shall be construed, or operate as, a
waiver of any subsequent default of any of the terms, covenants or conditions herein
contained, to be performed, kept and observed by the other party.
11. The parties agree that this Contract for Construction was made in accordance with the
laws of the State of Colorado and shall be so construed. Venue is agreed to be kept
exclusively in the courts of Pitkin County, Colorado.
12. In the event that legal action is necessary to enforce any of the provisions of this
Contract for Construction, the prevailing party shall be entitled to its costs and
reasonable attorney's fees.
13. This Contract for Construction was reviewed and accepted through the mutual efforts of
the parties hereto, and the parties agree that no construction shall be made or
presumption shall arise for or against either party based on any alleged unequal status of
the parties in the negotiation, review or drafting of this Contract for Construction.
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14. The undersigned representative of the Contractor, as an inducement to the City to
execute this Contract for Construction, represents that he/she is an authorized
representative of the Contractor for the purposes of executing this Contract For
Construction and that he/she has full and complete authority to enter into this Contract
for Construction for the terms and conditions specified herein.
IN WITNESS WHEREOF, the parties agree hereto have executed this Contract for Construction
on the date first above written.
ATTE TED BY: - CITY O SP_EN, COLORADO - - - - - - -
By:
Title:
L
APPR VED AS TO FORM:
By: ,Ahm/ �2
Ci y Attorney
ATTESTED BY: CONTRACTOR:
By: ZP&/'
Title: Z�
Note: Certification of Incorporation shall be executed if Contractor is a Corporation. If a
partnership, the Contract shall be signed by a Principal and indicate title.
CC1-971.doc Page 3 "CC1
CERTIFICATE OF INCORPORATION
(To be completed if Contractor is a Corporation)
(STATE OF )
� p
COUNTY OF SS.
On this o ' day of Aalv I ` , 20A before me appeared
, tQ me personally known, who,
being y me first d y sworn, did say that s/he is " 1 : �- of
` G and that the seal affixed
to said instrument is the corporate seal of said cor oratio , and that said instrument was signed
and sealed in behalf of said corporation by authority of i and of directors, and said deponent
acknowledged said instrument to be the free act and deed of said corporation.
WITNESS MY HAND AND NOTARIAL SEAL the day and year in this certificate first above
written.
Notary Public
L�' c� V(,tic(J,G lr
Address
My commission expires: l
KAREN REED PATTERSON
NOTARY PUBLIC
STATE OF COLORADO
NOTARY ID#19964002767
My Commission Expires February 15,2016
CC1-971.doc Page 4 **CC1
BID PROPOSAL FORM
PROJECT NO. : 2014-043
BID DATE: 2:00pm, April 2, 2014
PROJECT: Gondola Plaza Pedestrian Crossing
PROPOSAL SUBMITTED BY: IAte'
CONTRACTOR
CONTRACTOR'S PROPOSAL
TO: The Governing Body of the City of Aspen, Colorado
The undersigned responsible bidder declares and stipulates that this proposal is made in good faith, without
collusion or connection with any other person or persons bidding for the same work, and that it is made in
pursuance of and subject to all the terms and conditions of the advertisement for bid, the invitation to bid
and request for bid, all the requirements of the bid documents including the plans and specifications for this
bid, all of which have been read and examined prior to signature. The bidder agrees to keep this bid open
for SixtV (60) consecutive calendar days from the date of bid opening.
The Contractor agrees that construction shall start immediately following a mandatory pre-construction
conference held by the Engineering Department,which also constitutes the Notice to Proceed. Submission
of this proposal will be taken by the City of Aspen as a binding covenant that the Contractor will finish
construction within the time specified in the Special Conditions of this contract document.
The City of Aspen reserves the right to make the award on the basis of the bid deemed most favorable to
the City,to waive any informalities or to reject any or all bids.
The City shall not pay the Contractor for defective work and/or for repairs or additional work required for
successful completion of the project. All work not specifically set forth as a pay item in the bid form shall
be considered a subsidiary obligation of the Contractor and all costs in connection therewith shall be
included in the prices bid for the various items of work. Prices shall include all costs in connection with
furnishing the proper and success completion of the work, including furnishing all materials, equipment
and tools, and performing all labor and supervision to fully complete the work to the City's satisfaction.
Poor quality and workmanship shall not be paid for by the City. Such work product must be removed
immediately and replaced properly at no cost to the City.
All quantities stipulated in the bid form at unit prices are approximate and are to be used only as a basis for
estimating the probable cost d work and for the purpose of comparing the bids submitted to the City. The
basis of payment shall be the actual amount of materials furnished and work done. The Contractor agrees
to make no claims for damages, anticipated profit, or otherwise on account of any differences between the
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Contractor's Initials
amount of work actually performed and materials actually furnished and the estimated amount of work.
The City reserves the right to increase or decrease the amount of work to be done on the basis of the bid
unit price and up to plus or minus Twenty Five (25)Percent of the total bid.
By signing this document, Contractor certifies and represents that at this time:
(i) Professional shall confirm the employment eligibility of all employees who are newly
hired for employment in the United States; and
(ii)Professional has participated or attempted to participate in the Basic Pilot Program in
order to verify that it does not employ illegal aliens.
I hereby acknowledge receipt of ADDENDUM(s)numbered through �.
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Contractor's Initials
GONDOLA PLAZA PEDESTRIAN
CROSSING PROJECT
2-15-14
BID SCHEDULE
BID# ITEM# ITEM QTY UNIT I UNIT COST ITEM COST ITEM COST WRITTEN
1 100-XXXXX MATERIAL TESTING 1 IS $9,000.00 $ 9,000.00 Nine Thousand
2 100-XXXXX ASBUILT CERTIFICATION 1 LS $2,100.00 $ 2,100.00 Twenty one Hundred
3 202-00010 REMOVAL&DISPOSAL OF EXISTING TREES(SALVAGE AND RETURN GRATE TO CITY) 2 EA $345.00 $ 690.00 Six Hundred Ninety
4 202-00019 REMOVE EXISTING TYPE R INLET I EA $1,400.00 $ 1,400.00 Fourteen Hundred
5 202-00080 REMOVE&SALVAGE EXISTING BOLLARD(REMOVAL OF GUARD POST) 2 EA $93.50 $ 187.00 One Hundred Eighty Seven
6 202-00203 REMOVAL CURB&GUTTER 340 LF $21.25 $ 7,225.00 SeyenryTwo Hundred Twenty Five
7 202-00207 REMOVAL&SALVAGE PAVERS 78 SY $86.00 $ 6,708.00 Sixty Seven Hundred Eight
8 t 202-00210 REMOVAL OF CONCRETE PAVEMENT 260 SY $43.00 $ 11,180.00 El even Thousand One Hundred Eighty
9 202-00220 REMOVAL ASPHALT MAT 863 SY $20.00 $ 17,260.00 5ev.n1een Thousand Two Hundred Sixty
10 202-00700 REMOVE&SALVAGE EXISTING STREET LIGHT(INCLUDES REMOVAL OF EXISTING CAISSON) 3 EA $158.00 $ 474.00 Faur Hundred Seventy Four
11 202-00810 REMOVE&SALVAGE EXISTING SIGN _ 8 EA $69.00 $ 552.00 Five Hundred Fifty Two
12. 202-05006 SAWCUT CONCRETE 65 LF $6.50 $ 422.50 Four Hundred Twenty Two&Fifty Cents
14 202-05026 SAWCUT ASPHALT 200t LF $7.00 $ 1,400.00 Fourteen Hundred
15 202-X%XXX REMOVE&SALVAGE EXISTING BENCH 1 1 EA $138.00 $ 138.00 One Hundred Thirty Eight
16 203-00000 UNCLASSIFIED EXCAVATION&EXPORT OF UNSUITABLE SUBSOILS(SANDY SILTY CLAY MATERIAL AS DETERMINED 806 w$57.00 Forty Frye Thousand Nine Hundred Forty Twa
BY THE GEOTECH FOR SUBGRADE PREPARATION) I $ 45,942.00
17 208-XXXXX EROSION CONTROL(FURNISH,INSTALL,MAINTAIN&REMOVAL) 1 LS $6,000.00 $ 6,000.00 Six Thousand
18 210-00001 RESET EXISTING BOLLARD W/NEW FOUNDATION;COMPLETE AND IN PLACE 2 EA $658.00 $ 1,316.00 Thirteen Hundred Sixteen _
19 210-00050 FIRE HYDRANT RELOCATION PER CITY OF ASPEN REQUIREMENTS;COMPLETE AND IN PLACE 1 EA $5,545.00 $ 5,545.00 Fifty FNe Hundred Forty Five
20 210-00420 RESET EXISTING BENCH IN KIND;COMPLETE AND IN PLACE 1 LS $172.00 $ 172.00 One Hundred Seventy Two
21 210-00750 RESETEXISTING LIGHTPOLEW/NEW FOUNDATION;COMPLETEAND IN PLACE 3 EA $1,625.00 $ 4,875.00 Forty Eight Hundred Seventy Five
22 210-00810 RESET EXISTING STREET SIGN W/NEW FOUNDATION;COMPLETE AND IN PLACE 8 EA $198.00 $ 11584000 Fifteen Hundred Eighty Four
23 21004030 MANHOLE ADJUSTMENT,INCLUDES ROTATION AND RESET OF CONE TO ACCOMMODATE TRUNCATED DOMES& 3 EA $600.00
RIM ELEVATION ADJUSTMENTS TO FINAL GRADES;COMPLETE AND IN PLACE
$ 1,800.00 Eighteen Hundred
24 210-04016 FURNISH&INSTALL RETROFITTED LID COVER FOR REMOVED TYPE R INLET 1 EA $2,900.00 $ 2,900.00 Twenty Nine Hundred
25 210-04050 WATER VALVE ADJUSTMENT,COMPLETE AND IN PLACE 7 EA $500.00 $ 3,500.00 Thirty Five Hundred
26 212-00048 PLANTING SOIL TYPE I(RAIN GARDEN);COMPLETE AND IN PLACE 27 CY $182.00 $ 4,914.00 Forty Nine Hundred Fourteen
27 212-00048 PLANTING SOIL TYPE 2(NW PLANTER);COMPLETE AND IN PLACE 3 CY $240.00 $ 720.00 Seven Hundred Twenty
28 214-00005 MULCH(3"DEPTH WITHIN LANDSCAPING PLANTER&RAIN GARDENS);COMPLETE AND IN PLACE 125 CF $7.00 $ 875.00 Eight Hundred Seventy Five
29 214-00201 TREES;COMPLETE AND IN PLACE 3 EA $1,005.00 $ 31015.00 Three Thousand Fifteen
30 214-00901 1 PERENNIALS&GROUNDCOVERS;COMPLETE AND IN PLACE 605 EA $16.00 $ 9,680.00 Ninety Six Hundred Eighty
31 304-02005 AGG REGATEBASECOURSE(COOT CLASS 2)(18-INCH DEPTH STRUCTURAL IMPORT FOR GEOGRID);COMPLETE 655 CY $97.40 Sixty Three Thousands....Hundred Ninety Seven
AND IN PLACE $ 63,797.00
32 304-06007 AGGREGATE BASE COURSE(COOT CLASS 6);COMPLETE AND IN PLACE 210 CY $120.00 $ 25,200.00 Twenty Five Thousand Two Hundred
33 30409000 AGGREGATE CDOTNO.4)(1.5"DEPTH;COMPLETE AND IN PLACE - 55. CY -`$91.25 $ 5,018.75 Me Thousand Eighteen&Seventy five cents
34 403-34631 HOT MIX ASPHALT(5"DEPTH;GRADING SX 50 PG 58-28);COMPLETE AND IN PLACE 340 SY $59.00 $ 20,060.00 Twenty Thousand Sixty
35 42000000 G EOM EM IRAN E-I N ER(30 MIL.WITHIN LANDSCAPE PLANTER AND WEST WALL OF NW RAIN GARDE N); 15 SY $266.00 Thirty Nine Hundred Ninety
COMPLETE AND IN PLACE $ 3,990.00
36 42000134 SEPARATOR FILTER FABRIC;COMPLETE AND IN PLACE 80 Sy $4.50 $ 360.00 Three Hundred Sixty
37 42000520 GEOGRID PAVEMENT REINFORCEMENT(TENSAR TX 140 TRIAXIAL);COMPLETE AND IN PLACE 1 1,3191 SY 1 $3.25 $ 4,286.75 Furry Two Hundred Eighty Six&5evenry Five Cents
38 601-03000 CONCRETE SURSLAB(4"DEPTH,PAVERS WITH NO SNOWMELT);COMPLETE AND IN PLACE 1,725 SF $8.25 $ 14,231.25 Fourteen Thousand Two Hundred Thirty One&Twenty Five Cents
39 601-03000 CONCRETE SUBSLAR(6"DEPTH,PAVERS WITH SNOWMELT,STL.REINFORCING);COMPLETE AND IN PLACE 1,750 SF $34.00 $ 59,500.00 Fifty Nine Thousand Five Hundred
40 601-03000 CONCRETE PAVING TYPE 1(6"DEPTH,PED.SIDEWALK,NAT,GRAY);COMPLETE AND IN PLACE 162 SF $8.50 $ 1,377.00 Thirteen Hundred Seventy Seven
41 601-03000 CONCRETE PAVING TYPE 2(6"DEPTH,PED.SIDEWALK W/SNOWMELT,NAT.GRAY,STL.REINFORCING); 250 SF $31.60 5evenry Nine Hundred
COMPLETE AND IN PLACE $ 7,900.00
42 601-03000 CONCRETE PAVING TYPE 3(7"DEPTH,NAT.GRAY);COMPLETE AND IN PLACE 21080 Sr $1135 $ 23,608.00 Twenty Three Thous,nd Six H undyed Eight
43 601-03000 CONCRETE PAVING TYPE 4(7"DPETH,CROSSWALK BAND,NAT.GRAY,TEXTURED);COMPLETE AND IN PLACE 325 SF $21.50 $ 6,987.50 sixty Nine Hundred Eighty Sven&Fifty Cents
44 601-03000 CONCRETE PAVING TYPE 5(7"DEPTH,CROSSWALK,SEPIA,TEXTURED);COMPLETE AND IN PLACE 780 SF $19.50 $ 15,210.00 Fifteen Thousand Two Hundred Ten
45 601-03000 CONCRETE PAVING BAND TYPE 1(7"DEPTH,SEPIA,TEXTURED);COMPLETE AND IN PLACE 325 SF $22.60 $ 7,345.00 Seventy Three Hundred Forty Five
46 601-03000 CONCRETE PAVING BAND TYPE 2(7"DEPTH W/SNOWMELT,SEPIA,TEXTURED;STL REINFORCING);COMPLETE 541 SF
$43.50 Twenty Three thousand Five Hundred Thirty Three&Fifty censs
AND IN PLACE $ 23,533.50
47 601-03000 CONCRETE DRAINAGE CHANNEL(WITH STEEL LID ANDSNOWMELT,STL REINFORCMENT);COMPLETE AND IN 35 LF $184.00 Sixty Four Hundred Forty
PLACE $ 6,440.00
48 601-XXXXX FURNISH&INSTALL CAST IRON DETECTIBLE WARNING PLATES;COMPLETE AND IN PLACE 130 IF $47.50 $ 6,175.00 Sixty One Hundred 5evenry Frye
E41 604-19000 FURNISH&INSTALL 4"DIA.NDS BRASS INLET(LANDSCAPE PLANTER);COMPLETE AND IN PLACE 1 EA $226.00 Two Hundred Twenty Six$ 226.00 605-00004 4"SOLID UNDERDRAIN(LANDSCAPE PLANTER);INCLUDES RODENT SCREEN AT OUTFALL,COMPLETE AND IN 22 LF $68.00 Fourteen Hundred Nlnery 5lx
PLACE $ 1,496.00 605-00040 4 PERFORATED PVC UNDERDRAIN(LANDSCAPE PLANTER);INCLUDES 8"DEPTH OF SCREENED ROCK;COMPLETE 11 LF 1 $47000 Five Hundred Seventeen
AND IN PLACE $ 517.00
52 609-20000 RAIN GARDEN CURB&GUTTER(STREETSIDE);COMPLETE AND IN PLACE 68 LF $91.50 $ 6,222.00 Silty Two Hundred Twenty Two
53 609-20000 RIBBON CURB AT RAIN GARDEN(SIDEWALK SIDE);COMPLETE AND IN PLACE 109 LF $70.00 $ 7,630.00 Seventy Six Hundred Thirty
54 609-20000 CONCRETE PLANTER CURB(NAT.GRAY);COMPLETE AND IN PLACE 32 LF $70.00 $ 21240.00 Twenty Two Hundred Forty
55 609-21023 STANDARD CURB&GUTTER(NAT.GRAY);COMPLETE AND IN PLACE 175 LF $43.00 $ 7,525.00 Seventy fNe Hundred Twenty Five
56 609-70010 STEEL CURB OUTFALL OPENING;COMPLETE AND IN PLACE 1 EA $485.00 $ 485.00 Four Hundred Eighty Five
57 609-70010 STEEL CURB OPENING;COMPLETE AND IN PLACE 2 EA $485.00 $ 970.00 Nine Hundred Seventy
58 613-01300 3"UTILITY SLEEVES(INCLUDES CONNECTION TO EXISTING DRIP IRRIGATION SYSTEM&ELECTRIC SERVICE); 81 LF
COMPLETE AND IN PLACE $23.30 $ 1,887.30 Eighteen Hundred Eighty Seven&Thirty Cents
P63623-XXXX IRRIGATION SYSTEM;COMPLETE AND IN PLACE 1 LS $4,000.00 $ 4,000.00 Four Thousand
625-00000 CONSTRUCTION STAKING 1 LS $16,023.45 $ 16,023.45 SiMeen Thousand Twenty Three&Forty FNe Cents
626-00000 MOBILIZATION,NOT TO EXCEED 5%OF SUBTOTAL FOR ALL IMPROVEMENTS(ITEMS 3-47) 1 LS $27,500.00 $ 27,500.00 Twenty Seven Thousand Five Hundred
63000012 VEHICULAR&PEDESTRIAN TRAFFIC CONTROL 1 LS $9,700.00 $ 9,700.00 Nine Thousand Seven Hundred
642-XXXXX BRICK PAVERS(ASSUME 50%SALVAGE RATE OF EXISTING PAVERS) 3,124 SF $25.00 $ 78,100.00 Seventy Eight Thousand One Hundred
643-XXXXX BRICK PAVER TREE GRATE 1 EA 1 $5,550.00 $ 5,550.00 Fifty Five Hundred Fifty
TOTAL LUMP SUM $ 616,666.00 Six Hundred SiMeen Thousand Sla Hundred Sixty Sd
Note:This is a lump sum bid bash on the assariaiM drawings,the above quantities are only an estimation.
ra GONDOLA PLAZA PEDESTRIAN
CROSSING PROJECT
2-15-14
ALTERNATE BID A
STABILIZATION OF SOIL WITHOUT GEOGRID USING COOT CLASS 2 AGGREGATE BASE COURSE MATERIAL
WOULD REPLACE BID ITEMS#16,31,33&37
16A -00000 UNCLASSIFIED EXCAVATION&EXPORT OF UNSUITABLE SUBSOILS(6"EXISTING CLASS 6 PLUS 3-SANDY SILTY CLAY 1,535 C.V.
ATERA AS DETERMINED BY THE GEOTECH FOR SUBGRADE PREPARATION) $56.70 $ 87,034.50 Eighty 5even Thousand Thirty FOUr&Fifty Cen¢
EGATE BASE COURSE(COOT CLASS 2)(STRUCTURAL IMPORT TO REPLACE UNSUITABLE SU BGRADE
31A &FILL SITE TO BOTTOM OF BASE COURSE ELEVATION)(INCLUDES:FURNISHING,HAULING,PLACING 1,378 C.V. $90.50 One Hundred Twenty F,u,Thousand Seven Hundred Nine
ND COMPACTION,COMPLETE AND IN PLACE) $ 124,709.00
BID ALTERNATE A TOTAL LUMP SUM $ 211,743.50 Two Hundred Eleven Th ousand 5even Hundred Forty Three&Fifty Cents
ALTERNATE BID B
GRADE 60#4 REBAR REINFORCMENT 24"O.C.BOTH WAYS FOR ALL ROADWAY AND CROSSWALK SURFACE
NEED TO BE ADDED TO OVERALL LUMP SUM BID
65 602-00020 REINFORCING STEEL(EPDXY COATED)(ROADWAY,CROSSWALK AND NON-SNOWMELTED BANDING AREAS) 2,338 L8 $1.52 $ 3,553.76 Thirty Five Hundred Fifty Three&Seventy Six Cents
BID ALTERNATE B TOTAL LUMP SUM $ 3,553.76 Thirty Five Hundred Fifty Three&Seventy Six Cents
Nate:This Is a lump aim bid bash on dv asmci—drawings,the—q... are onlyan eslima�on.
xi
I acknowledge that in submitting this bid it is understood that the right to reject any and all bids has been
reserved by the owner.
Authorized Officer:_ �� ,YTitle: FMS•
Full name signature: ��
f
Company address: PO &x y 0
61&�'?WC0b�
Telephone number: q ✓ItS 721- /
Email: f1'YtG 77G�r
Attested by:
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Contractor's Initials
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Subcontractor & Material Supplier List
Name: :5,z '-A4 Z/12 Phone#: 43-
Address. ®k
Service or Product: COWCRellef
Name: G 1� '-5 'Vc LLC , Phone#: 7('
Address: PO pe x Z Z S- /yt'4'/
Service or Product: �f� e,5 '= W'74162A-
Name:
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Address: 5-0,VV (-o,4 iSV le dl, ra,9, �
Service or Product: e5 eo -7-eG
Name: Phone#: ;2 7-.M-5
Address: FCC 711�1 /
Service or Product: 1-/+wd SeA-De OowsAt4r e w
Name: 7a #e .Sggll4Gr , Phone#: o?-970,P
Address: 7-27 zl A ee Ave 61--W1wc9oq
Service or Product: .�,e Veyd
Name: , Phone #: G
Address: �� �� Qqw� �y
Service or Product: i 2 e �Oc �I-.
BPI-971.doc `BP1 Pag 4
Contractor's Initials