HomeMy WebLinkAboutFirstMark_BidDocs_Combined PROJECT IDENTIFICATION:
Aspen Street and 5th Avenue Improvements
Bozeman,Montana
THIS BID SUBMITTED TO:
City Clerk
121 North Rouse Avenue
P.O.Box 1230
Bozeman,Montana 59771-1230
1.01 The undersigned Bidder proposes and agrees if this Bid is accepted, to enter into an Agreement with Owner in the
form included in the Bidding Documents, to perform and furnish all Work as specified or indicated in the Bidding
Documents for the prices and within the times indicated in this Bid and in accordance with the other terms and conditions
of the Bidding Documents.
2.01 Bidder accepts all of the terms and conditions of the Advertisement or Invitation to Bid, and Instructions to Bidders,
including without limitation those dealing with the disposition of Bid Security. This Bid will remain subject to acceptance
for sixty (60) days after the Bid opening, or for such longer period of time that Bidder may agree to in writing upon request
of Owner.
3.01 In submitting this Bid,Bidder represents,as set forth in the Agreement,that:
A. Bidder has examined and carefully studied the Bidding Documents, other related data identified in the Bidding
Documents, and the following Addenda,receipt of all which is hereby acknowledged:
Addendum No. Addendum Date
MAU),2h. 2-02o
Addy,Lon AO Pi 1 1 , Aogo
B. Bidder has visited the Site and become familiar with and is satisfied as to the general, local, and Site conditions that
may affect cost,progress,and performance of the Work.
C. Bidder is familiar with and is satisfied as to all federal, state and local Laws and Regulations that may affect cost,
progress,and performance of the Work.
D. Bidder has carefully studied all (1) reports of explorations and tests of subsurface conditions at or contiguous to the
Site and all drawings of physical conditions in or relating to existing surface or subsurface structures at or contiguous to the
Site (except Underground Facilities) which have been identified in the Special Provisions as provided in paragraph 4.02 of
the General Conditions, and (2) reports and drawings of a Hazard Environmental Condition, if any, which has been
identified in the Special Provisions as provided in paragraph 4.06 of the General Conditions.
BID FORM
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E. Bidder has obtained and carefully studied (or assumes responsibility for having done so) all additional or
supplementary examinations, investigations, explorations, tests, studies and data concerning conditions (surface, subsurface
and Underground Facilities) at or contiguous to the Site which may affect cost, progress, or performance of the Work or
which relate to any aspect of the means,methods, techniques, sequences,and procedures of construction expressly required
by the Bidding Documents to be employed by Bidder,and safety precautions and programs incident thereto.
F. Bidder does not consider that any further examinations, investigations, explorations, tests, studies or data are
necessary for the determination of the Bid for performance of the Work at the price(s) bid and within the times and in
accordance with the other terms and conditions of the Bidding Documents.
G. Bidder is aware of the general nature of the Work to be performed by Owner and others at the Site that relates to the
Work as indicated in the Bidding Documents.
H. Bidder has correlated the information known to Bidder, information and observations obtained from visits to the
Site,reports and drawings identified in the Bidding Documents,and all additional examinations,investigations,explorations,
tests,studies and data with the Bidding Documents.
L Bidder has given Engineer written notice of all conflicts, errors, ambiguities, -or discrepancies that Bidder has
discovered in the Bidding Documents,and the written resolution thereof by Engineer is acceptable to Bidder.
J. The Bidding Documents are generally sufficient to indicate and convey understanding of all terms and conditions for
the performance of the Work for which this Bid is submitted.
4.01 Bidder further represents that this Bid is genuine and not made in the interest of or on behalf of any undisclosed
individual or entity and is not submitted in conformity with any agreement or rules of any group, association, organization
or corporation; Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid;
Bidder has not solicited or induced any person, firm or corporation to refrain from bidding; and Bidder has not sought by
collusion to obtain for itself any advantage over any other Bidder or over Owner.
The Bidder certifies that no official of the Owner,Engineer or any member of such official's immediate family,has direct or
indirect interest in the pecuniary profits or Contracts of the Bidder.
5.01 The Bidder will compete the Work in accordance with the Contract Documents for the following price(s):
A. Unit Prices have been computed in accordance with paragraph 11.03.B of the General Conditions.
B. Bidder acknowledges that estimated quantities are not guaranteed, and are solely for the purpose of comparison of
Bids, and final payment for all Unit Price Bid items will be based on actual quantities provided, determined as provided in
the Contract Documents.
C. The undersigned agrees that the unit prices shall govern in checking the Bid, and should a discrepancy exist in the
Total Estimated Price and Total Amount of Unit Prices Bid as listed below after extensions are checked and corrections
made,if any,the Total Amount of unit Prices Bid as corrected shall be used in awarding this Contract.
D. The owner reserves the right to reject any or all bids.
BID FORM
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ALL ITEMS ARE COMPLETE IN PLACE
SCHEDULE I-ASPENSTREETAND 5THAVENUE UTILITY IMPR 0 VEMENTS
ITEM EST. UNIT DESCRIPTION UNIT TOTAL
NO. QTY PRICE PRICE
101 1 LS Mobilization and Insurance LS = 3,&06
102 1 LS Traffic Control r6,asa / LS = 6"49.QO
103 1 LS Temporary Water (includes service to M p / LS = Qd
commercial and residential properties) ��8Jr0.
104 1 EA Connect to Existing 4-inch Main w/ 8x4-inch QO / EA
Reducer (7th Avenue North) 3�Gg�, 3jdbo.
105 1 EA Abandon Existing 4-inch Main at 6x6x4-inch Tee 00 A�
(5th Avenue North) EA = 00
?��8�
106 1 EA Remove Existing 6-inch Main to Existing 6-inch N do / EA — on
Valve (5th Avenue North) 4 OSQ,
107 602 LF 8-inch Ductile Iron Water Main / LF = /Q $60.°0
Ir
108 3 EA 8-inch Gate Valve Z oo / EA = 8,��� oD
109 2 EA 8-inch 45-Degree Bend /�Z�jrs oa / EA = 1�SS0.ao
110 2 EA 8-inch 11.25 Degree Bend 21A ao / EA — Zi O. dd
111 1 EA 8x6-inch Reducer p 3�rGd 0 / EA = 3� Vol� 00
112 1 EA 8x8x8-inch Tee (Aspen to N. 5th Ave.) EA
113 2 EA 8x8x6-inch Hydrant Tee yaa,oo / EA = Wtv,00
114 2 EA Hydrant Assembly (Includes 6-inch Valve and
Lateral DIP) IjIadO / EA = 00
115 4 EA 3/4-inch Water Service on 8-inch Main (Includes / EA =
saddle, corp and connection to existing service) 00
116 1 EA
1-inch Water Service on 8-inch Main (Includes
saddle,corp and connection to existing service) r Z�9�, / EA = dd
117 1 LS New 8x8x6-inch Tee,Reconnect to Existing Fire _
Service
�3�rd0.Q0 / LS 3!/G�.00
118 New 8x8x4-inch Tee,Reconnect to Existing
1 LS Domestic Service A 3 fGb / LS -
119 2 EA
Storm Drain Combo Inlet/Manhole (Includes / EA = qp
Stone and Fabric) ��1 600• 25#led,
120 60 LF 8-Inch Corrugated Storm Drain, PVC 048,00 / LF = DBo ao
121 150 CY Type 2 Pipe Bedding 1,0 / CY = .140.00
122 1 LS Miscellaneous Work 20,000.00 / LS = 20,000.00
TOTAL BID -SCHEDULE I $ 270,180•00
(Figures)
BID FORM
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ITEM EST. UNIT DESCRIPTION UNIT TOTAL
NO. QTY PRICE PRICE
TOTAL BID: SCHEDULE I -ASPEN STREETAND 5THAVENUE UTILITYIMPROVEMENTS
A"&"ldhZd4 #aAkdd hd& s .,--
(Words)
BID FORM
P:18098.06_Addendum_1_BF updated 032620.xls Page 4 of 13 (3/26/20)drs
ALL ITEMS ARE COMPLETE IN PLACE
SCHEDULE II-ASPEN STREET SURFACE IMPROVEMENTS
ITEM EST. UNIT DESCRIPTION UNIT TOTAL
NO. QTY PRICE PRICE
201 1 LS Mobilization and Insurance LSo,a'Do.OD / LS = 'ex-ep
202 1 LS Traffic Control /3t000�/ I.S =
203 1 LS Storm Water Management and Erosion Control — ZO,
204 2,106 SY Sawcut and Remove Existing Asphalt 9.SO / SY = tp,AOT. Qo
205 1,064 LF Curb and Gutter Removal B.OD / LF = 8���Z,00
206 4,700 SF Concrete Flatwork Removal 2,7f / SF = 00
207 1,795 CY Unclassified Excavation and Stockpile .if / CY = 25 f �7S
208 962 SY 3-inch Asphalt Paving ZZ,'� / SY =
209 1 EA Adjust Existing Manhole Rim oo / EA = yZs
210 175 CY 1.5-Inch Minus Crushed Gravel(Travel Lanes - 6-
0 / CY — I�
inch Section) Sg. /SO.°O
,
211 540 CY 4-Inch Minus Pit Run Gravel(Travel Lanes- 18-inch �� / CY = ,9 98a.do
1
212 565 CY AASHTO #2 Clean Stone (Pervious Paver Storage- _
CY
18-inch Section) 3 00
213 10 CY AASHTO #57 Clean Stone (Planter Wall CO / CY = 00
Underlayment-4-inch Section) ���� /too,
214 2,410 SY Mtrafi 380i Geotextile Separation Fabric (Paver and / SY = o0
Asphalt Sections) 3. g y3S
,
215 1,127 LF Standard Curb and Gutter ZZ � / LF = ZyI79y.do
216 2 EA Curb Return Fillet j�9►85. / EA = �! $10,AO
217 102 SF 6-foot Wide Double Gutter(includes gravel base) 14.00 / SF = 1lI 2o.00
218 9,352 SF Permeable Paver(Includes #8 and#57 stone l5• / SF = ly#eL/ ca
base 7 77a
219 17,758 SF Mirafi BXG 110 Geogrid (Paver Sections) tS / SF = A�7�. 0
• 7
220 1,403 SF Permeable Paver Surplus (Additional 15-percent) l4.06 / SF = l�l Oso ov
Fiber Reinforced Concrete Sidewalk(6-inch)with 7�
221 4,868 SF SF
Base /2.00 / = 58�yl6•�
222 422 SF Accessibility Ramp (Includes Base) �� 00 / SF
223 80 SF Truncated Dome Panel bt/.°O / SF = S,��C.00
224 1,208 SF 6-inch Thick Concrete Drive Approach with Base /2 aO / SF = /#
225 680 SF 12-inch Thick Concrete,Planter Perimeter /3.ZS / SF = 9 /Q,0
226 1,635 SF 18-inch Concrete Ribbon //.0O / SF = /y98J1,00
BID FORM
P:18098.06_Addendum_1_BF_updated 032620.x1s Page 5 Of 13 (3/26/20)drs
ITEM EST. UNIT DESCRIPTION UNIT TOTAL
NO. QTY PRICE PRICE
227 2 GL Epoxy Pavement Markings (White) r/A�.tV / GL = 986.06
228 1 GL Epoxy Pavement Markings (Yellow) I/A;.AD / GL = 4�0
7 .7
229 1 EA New Sign on New Post �,7�►yo•00 / EA = �,yiy0.00
230 10 EA (1,1-1,12) Luminaire Pole w/2'Arm, 19'Mounting
Height �j�1.00 / EA — 1161 Mo.do
231 10 EA Roadway Luminaire,LED Z G3o�O0 / EA =
232 11 EA Type 1 Electrical Junction Box QB1 JB13) ���`Q•O0 / EA = �� /�►` 00
233 1 EA Type 2 Electrical Junction Box QB14) �� fap,b / EA = �� •00
234 1 EA Enclosure-NEMA Type 3R 100 / EA = dY
235 1,425 FT Conduit,2.0-inch PVC,Trench �i.50 / F"I' = 13�s fd
236 6,000 FT 1/C#8 AWC Copper Wire. �� 4S / FT = 7
237 3,000 FT 1/C#6 AWC Copper Wire Oe / FT = 6 A00.
238 720 FT 1/C#10 AWC Copper Wire&Bracket Cable �, / FT = 7M.0O
239 10 CY Structural Concrete Pole Foundations Z,(�34,a� / CY = •l( SW.00
240 1 LS Remove and Reset Misc. Electrical A/411f o0 / LS = y y,s,
241 1,400 LF Street String Lights 63.00 / LF _ Z00 00
242 80 LF Stone Seatwall 6/Q, / LF = 1/8,god.00
243 107 LF Concrete Retaining Wall (12" height) / LF = if 00
244 14 EA 2" Caliper Treesp EA = y .00
245 18 EA 1-1/2" Caliper Trees Zr�►Q•00 / EA =
060.00
246 22 EA 5 Gal. Shrubs 00,00 / EA = %/OQ.00
247 607 EA 1 Gal. Grasses f,�,00 / EA =
248 803 EA 1 Gal. Perennials 20.00 / EA =
249 1 LS Repair Sod ZZ0.0O / LS = _S$ZO•00
250 1 LS Irrigation System and Controller 25 SZO 00/ Ls = ZS �� 40
251 3,700 SF Drip Irrigation 2,00 / SF = /rYW•00
252 6 EA Sandstone Boulder(18"h x 24"w x 361) /90 00 / EA = /a8o O0
253 3,700 SF Natural Mulch (3" depth) 2.00 / SF = 7 a0
254 137 CY Planting Beds Soil Amendment(12" depth) 56.00 / CY = 00
y 1�2.r ,
255 1 LS Miscellaneous Work 50,000.00 / LS = 50,000.00
TOTAL BID -SCHEDULE II $ 1�It Yj o. . '�
(Figures)
BID FORM
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ITEM EST. UNIT DESCRIPTION UNIT TOTAL
NO. QTY PRICE PRICE
TOTAL BID. SCHEDULER -ASPENSTREETSURFACE IMPROVEMENTS
ONE MJ6,1,1 Vi HM4"MLVjM L,VOMMAVI Ma�?h X4 lel&4 4PMj&a kli&-4ff-6
(Wards)
BID FORM
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ALL ITEMS ARE COMPLETE IN PLACE
SCHEDULE III-5THAVENUE SURFACE IMPROVEMENTS
ITEM EST. UNIT TOTAL
NO QTy UNIT DESCRIPTION PRICE PRICE
301 1 LS Mobilization and Insurance /I jod, / LS = /I j00,°°
302 1 LS Traffic Control �/ 000.E / LS =
I
303 1 LS Storm Water Management and Erosion Control LS = 9�740,00
304 1 LS Clear, Grub,and Stockpile Topsoil East of 5th Avenue �g/�� eV / LS _ S/?'S 0O
305 1 LS Restore and Reseed Disturbed Areas M S�•� / LS =
306 400 SY Sawcut and Remove Existing Asphalt ��,'f►� / SY =
307 672 LF Curb and Gutter Removal S Q,� / LF =
308 1,665 CY Unclassified Excavation and Stockpile �y,SO / CY =
309 1,190 SY 3-inch Asphalt Paving Z/00 / SY = Zy
310 1 LS Special Manhole Rim Adjustment / , 0C / LS = .00
I r
311 4,050 SF Concrete Flatwork Removal ; co / SF =
1,562 SF 3-foot Wide Double Gutter(includes gravel base) � 0 / SF =
312
313 355 SF Permeable Paver(Includes #8 and#57 stone 402 15 / SF =
9
314 710 SF Mirafi BXG 110 Geogrid (Paver Sections) Oa / SF = /ZO. Oo
315 54 SF Permeable Paver Surplus (Additional 15-percent) 10.00 / SF = 5y� GO
316 230 CY 1.5-Inch Minus Crushed Gravel(Travel Lanes- 6- 00 / CY = 3 00
inch Section)
317 750 CY 4-inch Minus Pit Run Gravel(Streets and Parking- _
18-inch Section) 0O CY
/ Z7�56-
318 30 CY AASHTO #2-Pervious Paver Storage-1 8-inch
Section Y0,QO / CY = Z,/40.00
319 1,610 SY Mirafi 380i Geotextile Separation Fabric(Paver and
Asphalt Sections) S.50 / SY = 8 8SS 00
320 216 SF 18-inch Concrete Ribbon !{ /�. 00 / SF = Z�3�►` 00
2 EA (L1-L12)Luminaire Pole w/2'Arm, 19'Mounting
321 Height $U0 QO / EA = 23 goo.aD
322 2 EA Roadway Luminaire,LED U Z�G00 00 / EA
323 2 EA Type 1 Electrical Junction Box QB1 JB13) ��/(0� / EA = Z 3 °O
324 2 CY Structural Concrete Pole Foundations .� Z�bob,00 / CY = 'l,ZpO.00
325 731 LF Standard Curb and Gutter Z�,°O / LF = go't08Z.06
326 4,901 SF Fiber Reinforced Concrete Sidewalk(6-inch)with
SF =
Base a �Z• / I�G,g�1,Ao
BID FORM
P:18098.06_Addendum_1_BF_updated 032620.xls Page 8 of 13 (3/26/20)drs
327 370 SF Accessibility Ramp (Includes Base) ���,SO / SF = yggs oe
328 85 SF Truncated Dome Panel r G�,00 / SF = S 00
329 32 LF ADA Ramp Concrete Vertical Curb,4-inch 1D, / LF =
330 147 LF Obliterate sting Pavement Markings (4-inch Stripe 3.� / LF =
Equivalent) �y/
00
331 7 GL Epoxy Traffic Markings (White) GL =
332 1 EA Relocate Existing Sign on New Post SLIP,°0 / EA = 500.00
333 6 EA New Sign on New Post a f qd,00 / EA = /i JIYQ,00
334 1 EA New City Park Sign /�I�Q,O0 / EA = rfyQ,o0
335 1 LS Gravel Path Restoration W Z,Sgp,°1D / LS = Z�SOO.oe
336 6 EA New Bike Rack a 500 / EA = 3 4OG, 00
337 1 EA Remove Existing Boulevard Bench Z00.°O / EA = ZOO 00
338 2 EA Relocate Existing Trash Cans / Zoo.oa / EA = Yoe.00
339 1 LS Miscellaneous Work 35,000.00 / LS = 35,000.00
TOTAL BID -SCHEDULE III $ 1r8�,g20,
(Figures)
TOTAL BID: SCHEDULE III -5THAVENUE SURFACE IMPROVEMENTS
TiW Kun"Ww fix ftW& l&,;VL & &M*k1&W j fiA awn
(Words)
BID FORM
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ALL ITEMS ARE COMPLETE IN PLACE
SCHEDULE IV-ASPEN STREETAND STHAVENUE FIBER
ITEM EST. UNIT DESCRIPTION UNIT TOTAL
NO. QTY PRICE PRICE
401 1 LS Mobilization and Insurance $�Y my, I / LS = um
402 909 LF 10-way Dura-Line Futurepath Fiber Conduit M fl.&V / LF = Ald
403 5 EA 24-inch x 36-inch Fiber Handhole Z�(�dQ, / EA = �3,etid,
404 1 LS Miscellaneous Work 10,000.00 / LS = 10,000.00
TOTAL BID-SCHEDULE IV $ 75 271, Zf
(Figures)
TOTAL BID: SCHEDULE IV -ASPEN/'S_TR_E-rET AND S�T�tH/AVEN`UE F/IBE/R
�Ui�Ay�i�lE '�1ho►S��t.1a�/lCd. /SEIAE,A/40lll,�tf �1NILAT�t/U� C���
(words)
BID FORM
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6.01 Bidder agrees that the Work will be substantially completed and ready for final payment in accordance with 14.07 of
the General Conditions on or before the dates or within the number of calendar days indicated in the Agreement.
7.01 The following documents are attached to and made a condition of the Bid:
A. Required Bid Security in the amount of 10%of the maximum Bid rice including alternates,if any,and in the form
9 ty p g
of a Bid Bond identified in the Instructions to Bidders.
8.01 The terms used in this Bid with initial capital letters have the same meanings as indicated in the Instructions to
Bidders,General Conditions,and the Supplementary Conditions.
Submitted on�02�1 ,2020
Montana Contractor's Registration No. (if any) 'L3Z2�O
Employer's Tax ID No.
If Bidder Is:
I
An Individual.•
(Name,typed or printed)
B),:
gridividual's Signature)
Doing Business as:
Business Address:
Phone No.: Fax No.:
BID FORM
P:18098.0G_Addenduni_l_BF_updated 032620.x1s Page 11 of 13 (3/26/20)drs
A Partnership:
(Partnership Name)
By:
(Signature)
(Name,Typed or Printed)
Business Address:
Phone No.: Fax No.:
A Corporation: raAMkQ
(Corporation Name)
State of Incorporation: Mon At'3A
Type (General Business,Professional,Service Limite
By:
ignature of Person Authorized to Sign)
Tide: '
Attest: 4k—
Phone No.: 4'Lt. V1-2.6t Fax No.: PJ IA
Business Address: go `JI�.2E 11
&UwuS":�, AAT 51`118
Phone No.: 4o -7-m- ZZe$ Fax No.:
Date of Qualification to do Business
GonStro
U) :(CoI ALeal)
•••.• 2011 .•'
Mo n t are
BID FORM
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AJoint Venture: Each Joint Venture Must Sign
Joint Venturer Name:
(Name,typed or printed)
By:
(Signature of Joint Venture Partner)
Name:
(Name,typed or printed)
Title:
i
Business Address:
Phone No.: Fax No.:
Joint Venturer Nave:
(Name, typed or printed)
By:
(Signature of Joint Venture Partner)
Name:
(Name, typed or printed)
Title:
Business Address:
Address of Joint Venture for Kece pt of Official Cowwunicatioll:
Phone No.: Fax No.:
Address:
Phone No.: Fax No.:
(Each Joint Venture must sign. The manner of signing for each individual,partnership and corporation that is party to the
joint venture should be in the manner indicated above.)
END OF SECTION
BID FORM
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SANDE RSON (�
STEWART `R
March 27, 2020
PROJECT Aspen Street and 5th Avenue Improvements
Bozeman,Montana
PROJECT NO. 18098.06
ADDENDUM NO. ONE
The following changes shall be noted by all interested bidders and shall be made part of the Contract
Plans and Specifications.A signed original, e-mail, or facsimile photocopy of this Addendum will be
acceptable to include with the bid documents.
1. INVITATION TO BID
The City of Bozeman recently passed an emergency declaration in response to the
COVID-19 pandemic that outlines several modifications to the City's bid process.
Contractors shall note the following:
• Bids must be submitted by mail or by overnight delivery only; bidders shall
not deliver bids by hand to the City Clerk. Mail to the Bozeman City Clerk's
office at the mailing address listed on the Invitation to Bid.
• In order to accommodate this change, the deadline for bids and the bid
opening have been extended to April 7,2020 at 3:00 pm local time.
• The bid opening will take place online via Webex. Contractors can join the
meeting at 3:00 pm local time on April 7, 2020 using the following access
information:
Join on webex.com: Meeting number(access code): 629 307 506
Meeting password: ZTpy8Zxps37
Join by phone: 1-650-479-3208
A meeting invitation with this information will also be sent to the plan
holders list.
The contract days listed on the Invitation to Bid will be extended from 60 calendar
days to 120 calendar days.
P:18098.06_Addendum_One 032720 ADD-ONE Page 1 of 4
2. PLAN SHEETS
The following revisions have been made to the plan sheets and updated sheets are attached
to this addendum.
• Sheet C5.2—5th Avenue Street& Storm Drain Plan and Profile
An existing storm drain manhole near the new sidewalk was added to the
profile with a note indicating the new finished rim elevation.
• Sheet C5.3-Water Main Plan and Profile
The water main profile was adjusted and the label in profile view for the
vertical bend at Station 2+39.21 was corrected from a 22.50-degree bend to a
11.25-degree bend.
• Sheet C7.4—Storm Drain&Paver Details
The Longitudinal Paver Profile and Section A-A details were modified to
specify two layers of Mirafi BXG 110 Geogrid and to specify that Mirafi 380i
Geofabric shall be wrapped around the bottom and sides of the base layer,
but not the top. The detail now includes and 1 'A inch setting bed layer with
#8 stone to be consistent with the Eco-line paver recommended section.
• Sheet L1.3—Landscape Site Details
Details 1 and 2, Stone Seatwall and Concrete Retaining Wall were modified
to include reinforcement locations and sizing. Detail 4 Permeable Pavers was
updated to include specified paver finish.
• Sheet L1.6—Planting Plan
Irrigation point of connection has been identified.
3. BID FORM
Several miscellaneous revisions were made to the bid form,primarily to reflect the notes and
revisions added to the sheets listed under section 2 of this addendum. Additional details
pertaining to specific bid items are listed below.
• Item 110— 8-inch 11.25 Degree Bend -The item description has been changed from
22.5-degree bends to 11.25-degree bends.
• Item 206 & 311 — Concrete Flatwork Removal — Item description was revised to
include all concrete flatwork and quantities were updated.
• Item 208 & 309 — 3-inch Asphalt Paving—The specified 3-inch asphalt paving can
be placed in one lift and the item description has been revised.
• Item 213—AASHTO #57 Clean Stone—This item includes the 4-inch section under
the planter walls only, not the interior of the planter beds. This has been clarified
with a revision to the item description.
• Item 217 — 6-foot Wide Double Gutter—This item includes installation of a 6-foot
wide valley gutter. The item description has been revised and the quantity has been
updated.
• Item 218 & 313 — Permeable Paver—The original bid form quantity for permeable
pavers included a 15-percent surplus as requested by the City of Bozeman for future
P:18098.0G_Addendum_One_032720 ADD-ONE Page 2 of 4
I
maintenance needs. The surplus permeable paver quantity has now been broken-out
to bid items 220 and 315,and the quantities have been adjusted accordingly.
• Item 219 &314—Mirafi BXG 110 Geogrid—This item has been separated from the
permeable paver item and quantified per the revised details on sheet C7.4.
• Item 228—Yellow Epoxy Pavement Markings—This item has been added for yellow
curb paint.
• Item 244—Trash Cans—This item was deleted from the Bid Form.
• Item 310— Special Manhole Rim Adjustment—This item was added for adjustment
of existing storm drain manhole per revised sheet C5.2. Cost of work shall include
removal of existing barrel sections, new barrel sections and other work as needed to
get to the new rim elevation.
A revised bid form is provided with this addendum and the revised bid items are highlighted
in grey with bold text. Replace the original bid form with the attached revised bid form and
write in your bid on the updated form for submission.
4. SPECIAL PROVISIONS
Special Provision SP-26 TRAFFIC CONTROL: This special provision shall be revised
to state that a full closure of Aspen Street will be allowed. The duration of the closure shall
be limited to the shortest duration possible and the Contractor shall coordinate with the
adjacent properties to ensure adequate access for business and construction projects
currently underway.
5. ADDITIONAL CLARIFICATIONS
The following additional clarifications are provided for questions asked prior to, during, and
after the pre-bid meeting on March 24,2020.
• Vertical water main bends at approximate stations 4+10 and 5+50 are to be made
with joint deflections.
• Wall footings and concrete bands surrounding planters are intended to be separate
pours. Concrete planter edges do not have a footing.
• Excess excavated material will be stored at the north end of the BMX park with
access via Tamarack. The Parks Department will mark the exact location where they
would like it stockpiled. The clay material from the mountain bike track area shall be
stockpiled separately from all other excavated material.
• NorthWestern Energy is tentatively scheduled to bury power lines along 5th Avenue
during the third week of April.
• Irrigation is provided as a performance specification only,not a detailed design.
Contractor shall work with an irrigation sub-contractor that can layout the system
based on these performance specifications.
• It will be acceptable to use the No.57 stone underneath the sidewalks instead of the
1.5-inch minus gravel shown on the typical sections.
Note: Bidder shall acknowledge receipt and acceptance of Addendum No. One by signing below
and including Addendum in Bid Package at time of bid opening.
P:18098.06_Addendum_One_032720 ADD-ONE Page 3 of 4
END OF ADDENDUM NO. ONE
This Addendum No. One is hereby acknowledged this 31 day of Mkf-&L , 20
Set No. NUV-K l,o�S �ioV�)
(Company)
By: l
III
P:I8098.06_Addendum_One_032720 ADD-ONE Page 4 of 4
SANDERSON ;
STEWART ��
April 1,2020
PROJECT Aspen Street and 5th Avenue Improvements
Bozeman,Montana
PROJECT NO. 18098.06
ADDENDUM NO. TWO
The following changes shall be noted by all interested bidders and shall be made part of the Contract
Plans and Specifications. A signed original, e-mail,or facsimile photocopy of this Addendum will be
acceptable to include with the bid documents.
1. PLAN SHEETS
The following revisions have been made to the plan sheets and updated sheets arc attached
to this addendum.
• Sheet C7.4—Storm Drain& Paver Details
Permeable Paver callouts were updated to specify Basalite Permeable Plank
Pavers per. Sheet L1.3. The gravel section specified in Addendum 1 on Sheet
C7.4 has not changed.
• Sheet L1.3—Landscape Site Details
Detail 4 — Permeable Pavers was modified to specify Basalite Permeable
Plank Pavers and corresponding colors.
2. ADDITIONAL CLARIFICATIONS
The following additional clarifications arc provided:
Structural Concrete Pole Foundations — Foundations shall have an 8-ft depth, 2-ft
diameter, six (0) #G longitudinal rebar, and #3 horizontal rebar at 12-inches O.C.
The bid form quantity for this item is consistent with these dimensions.
Note: Bidder shall acknowledge receipt and acceptance of Addendum No. Two by signing below
and including Addendum in Bid Package at time of bid opening.
P:180I8.06_rlddendum_Two_0401211 ADD-TWO Page 142
END OF ADDENDUM NO. TWO
This Addendum No.Two is hereby acknowledged this 2- day of 4?61 20 ZA.
ell
Set No. l t+'"WAnz-K cws �o•J
(Company)
By: zCu�DEv.� -Nw1E�}
P:1 W98.(M_Addendum_Two_040120 ADD-TWO Page 2 of 2
":.ICI)C= PENAL SUM FORM
BID BOND
Any singular reference to Bidder,Surety,Owner or other party shall be considered plural where applicable.
BIDDER(Name and Address):
FirstMark Construction,LLC
80 Shire Trail
Bozeman,MT 59718
SURETY(Name, and Address of Principal Place of Business):
Fidelity and Deposit Company of Maryland
1400 American Lane,Tower 1, 19th Floor
Schaumburg,IL 60196-1056
OWNER(Name and Address):
City of Bozeman
121 N.Rouse Ave.,Suite 200
Bozeman,MT 59715
BID
Bid Due Date:3/31/2020
Description (Project Name— Include Location): Aspen Street and 5th Avenue Improvements,Bozeman,Montana
BOND
Bond Number:ow
Date: 03/23/2020
Penal sum Ten Percent of the Total Amount Bid $ 10%
(Words) (Figures)
Surety and Bidder, intending to be legally bound hereby, subject to the terms set forth below, do each cause
this Bid Bond to be duly executed by an authorized officer, agent, or representative.
BIDDER SURETY
FirstMark Construction,LLC (Seal) Fidelity and Deposit Company of Maryland (Seal)
Bidder's Nam orat Surety's Name and Corporate Seal
By: By:
reignature (Attach Power of e
/ Jon Tierney
Print Name Print Name
' O Attorney-In-Fact
Title Title ff��
Attest: &-Ak o Attest: 1��h1,, 1J
Signature Signature Sharresa Drahos
Title Pw\4 AA6nr-%,y— Title Bond Clerical
Note:Addresses are to be used for giving any required notice.
Provide execution by any additional parties,such as joint venturers, if necessary.
EJCDC*C-430,Bid Bond(Penal Sum Farm).Published 2013.
Prepared by the Engineers Joint Contract Documents Committee.
Page 1 of 2
1'.1CDC= PENAL SUM FORM
ill 14!1Ri 14'Nt 1:0%'R/r{
!!:".W wi COUVri!if
1. Bidder and Surety, jointly and severally, bind themselves, their heirs, executors, administrators, successors, and
assigns to pay to Owner upon default of Bidder the penal sum set forth on the face of this Bond. Payment of the
penal sum is the extent of Bidder's and Surety's liability. Recovery of such penal sum under the terms of this Bond
shall be Owner's sole and exclusive remedy upon default of Bidder.
2. Default of Bidder shall occur upon the failure of Bidder to deliver within the time required by the Bidding
Documents(or any extension thereof agreed to in writing by Owner)the executed Agreement required by the Bidding
Documents and any performance and payment bonds required by the Bidding Documents.
3. This obligation shall be null and void if:
3.1 Owner accepts Bidder's Bid and Bidder delivers within the time required by the Bidding Documents (or any
extension thereof agreed to in writing by Owner) the executed Agreement required by the Bidding
Documents and any performance and payment bonds required by the Bidding Documents,or
3.2 All Bids are rejected by Owner,or
3.3 Owner fails to issue a Notice of Award to Bidder within the time specified in the Bidding Documents(or any
extension thereof agreed to in writing by Bidder and, if applicable, consented to by Surety when required
by Paragraph 5 hereof).
4. Payment under this Bond will be due and payable upon default of Bidder and within 30 calendar days after
receipt by Bidder and Surety of written notice of default from Owner, which notice will be given with reasonable
promptness, identifying this Bond and the Project and including a statement of the amount due.
5. Surety waives notice of any and all defenses based on or arising out of any time extension to issue Notice of
Award agreed to in writing by Owner and Bidder, provided that the total time for issuing Notice of Award including
extensions shall not in the aggregate exceed 120 days from the Bid due date without Surety's written consent.
6. No suit or action shall be commenced under this Bond prior to 30 calendar days after the notice of default
required in Paragraph 4 above is received by Bidder and Surety and in no case later than one year after the Bid due
date.
7. Any suit or action under this Bond shall be commenced only in a court of competent jurisdiction located in the
state in which the Project is located.
8. Notices required hereunder shall be in writing and sent to Bidder and Surety at their respective addresses shown
on the face of this Bond. Such notices may be sent by personal delivery, commercial courier, or by United States
Registered or Certified Mail, return receipt requested, postage pre-paid, and shall be deemed to be effective upon
receipt by the party concerned.
9. Surety shall cause to be attached to this Bond a current and effective Power of Attorney evidencing the authority
of the officer, agent, or representative who executed this Bond on behalf of Surety to execute,seal, and deliver such
Bond and bind the Surety thereby.
10. This Bond is intended to conform to all applicable statutory requirements. Any applicable requirement of any
applicable statute that has been omitted from this Bond shall be deemed to be included herein as if set forth at
length. If any provision of this Bond conflicts with any applicable statute, then the provision of said statute shall
govern and the remainder of this Bond that is not in conflict therewith shall continue in full force and effect.
11. The term "Bid" as used herein includes a Bid,offer,or proposal as applicable.
EJCDC°C-430,Bid Bond(Penal Sum Form).Published 2013.
Prepared by the Engineers Joint Contract Documents Committee.
Page 2 of 2
ZURICH AMERICAN INSURANCE COMPANY
COLONIAL AMERICAN CASUALTY AND SURETY COMPANY
FIDELITY AND DEPOSIT COMPANY OF MARYLAND
POWER OF ATTORNEY
KNOW ALL MEN BY THESE PRESENTS:That the ZURICH AMERICAN INSURANCE COMPANY,a corporation of the State of New
York,the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, a corporation of the State of Illinois, and the FIDELITY
AND DEPOSIT COMPANY OF MARYLAND a corporation of the State of Illinois (herein collectively called the "Companies"), by
Robert D.Murray,Vice President,in pursuance of authority granted by Article V,Section 8,of the By-Laws of said Companies,which are
set forth on the reverse side hereof and are hereby certified to be in full force and effect on the date hereof,do hereby nominate,constitute,
and appoint John D. LEAF, Kristin A. PICCIONI, Christopher JERMUNSON, Brooke A. GARNESS, Robert C. PFENNIGS,
Marsha HATTEL,Lynn ST PIERRE,Gary PALADICHUK,Jon TIERNEY and Kimberly HODSON,all of Great Falls,Montana,
EACH its true and lawful agent and Attorney-in-Fact,to make,execute,seal and deliver,for,and on its behalf as surety,and as its act and
deed: any and all bonds and undertakings,and the execution of such bonds or undertakings in pursuance of these presents,shall be as
binding upon said Companies, as fully and amply, to all intents and purposes, as if they had been duly executed and acknowledged by the
regularly elected officers of the ZURICH AMERICAN INSURANCE COMPANY at its office in New York, New York., the regularly
elected officers of the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY at its office in Owings Mills,Maryland.,and the
regularly elected officers of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at its office in Owings Mills, Maryland.,in their
own proper persons.
The said Vice President does hereby certify that the extract set forth on the reverse side hereof is a true copy of Article V,Section 8,of
the,By-Laws of said Companies,and is now in force.
IN WITNESS WHEREOF, the said Vice-President has hereunto subscribed his/her names and affixed the Corporate Seals of the said
ZURICH AMERICAN INSURANCE COMPANY, COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, and
FIDELITY AND DEPOSIT COMPANY OF MARYLAND,this 6th day of February,A.D.2019.
-3: �o= 0 (Q
:bo` ,,•'
ATTEST:
ZURICH AMERICAN INSURANCE COMPANY
COLONIAL AMERICAN CASUALTY AND SURETY COMPANY
FIDELITY AND DEPOSIT COMPANY OF MARYLAND
By: Robert D.Murray
Dice President
By: Dmpn E.Brown
Secretary
State of Maryland
County of Baltimore
On this 6th day of February, A.D.2019, before the subscriber,a Notary Public of the State of Maryland,duly commissioned and qualified,Robert D.
Murray,Vice President and Dawn E.Brown,Secretary of the Companies,to me personally known to be the individuals and officers described in and who
executed the preceding instrument,and acknowledged the execution of same,and being by me duly sworn,deposeth and saith,that he/she is the said officer of
the Company aforesaid,and that the seals affixed to the preceding instrument are the Corporate Seals of said Companies,and that the said Corporate Seals and
the signature as such officer were duly affixed and subscribed to the said instrument by the authority and direction of the said Corporations.
IN TESTIMONY WHEREOF,I have hereunto set my hand and affixed my Official Seal the day and year first above written.
Constance A.Dunn,Notary Public
My Commission Expires:July 9,2019
EXTRACT FROM BY-LAWS OF THE COMPANIES
"Article V, Section 8,Attorneys-in-Fact. The Chief Executive Officer,the President,or any Executive Vice President or Vice President
may, by written instrument under the attested corporate seal, appoint attomeys-in-fact with authority to execute bonds, policies,
recognizances, stipulations, undertakings, or other like instruments on behalf of the Company, and may authorize any officer or any such
attorney-in-fact to affix the corporate seat thereto;and may with or without cause modify of revoke any such appointment or authority at any
time."
CERTIFICATE
I, the undersigned, Secretary of the ZURICH AMERICAN INSURANCE COMPANY, the COLONIAL AMERICAN CASUALTY
AND SURETY COMPANY, and the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, do hereby certify that the foregoing
Power of Attorney is still in full force and effect on the date of this certificate;and I do further certify that Article V,Section 8,of the By-
Laws of the Companies is still in force.
This Power of Attorney and Certificate may be signed by facsimile under and by authority of the following resolution of the Board of
Directors of the ZURICI I AMERICAN INSURANCE COMPANY at a meeting duly called and held on the 15th day of December 1998.
RESOLVED: "That the signature of the President or a Vice President and the attesting signature of a Secretary or an Assistant Secretary
and the Seal of the Company may be affixed by facsimile on any Power of Attorney...Any such Power or any certificate thereof bearing such
facsimile signature and seal shall be valid and binding on the Company."
This Power of Attorney and Certificate may be signed by facsimile under and by authority of the following resolution of the Board of
Directors of the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY at a meeting duly called and held on the 5th day of
May, 1994, and the following resolution of the Board of Directors of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at a
meeting duly called and held on the 10th day of May, 1990.
RESOLVED: "That the facsimile or mechanically reproduced seal of the company and facsimile or mechanically reproduced signature
of any Vice-President, Secretary, or Assistant Secretary of the Company, whether made heretofore or hereafter,wherever appearing upon a
certified copy of any power of attorney issued by the Company,shall be valid and binding upon the Company with the same force and effect
as though manually affixed.
IN TESTIMONY WHEREOF,I have hereunto subscribed my name and affixed the corporate seals of the said Companies,
this 230 day of MAR(H 2020
G,,....{N.......
,Sd SUq'a�
eo�V
o 5�: SEA L�
oz
By: Brian M.Hodges
Vice President
TO REPORT A CLAIM WITH REGARD TO A SURETY BOND,PLEASE SUBMIT A COMPLETE DESCRIPTION
OF THE CLAIM INCLUDING THE PRINCIPAL ON THE BOND,THE BOND NUMBER,AND YOUR CONTACT
INFORMATION TO:
Zurich Surety Claims
1299 Zurich Way
Schaumburg,IL 60196-1056
www.reportsfclaims a,zurichna.com
800-626-4577
I
f NON-DISCRIMINATION AFFIRMATION FORM
11,.
04A0,1ZK Ow>�ttueTO►J,.A name of entity submitting] hereby affirms it will not discriminate
I on the basis of race,color,religion,creed,sex,age,marital status,national origin,or because of actual
or perceived sexual orientation,gender identity or disability in the performance of work performed
for the City of Bozeman,if a contract is awarded to it, and also recognizes the eventual contract,if
awarded, will contain a provision prohibiting discrimination as described above and that this
1prohibition shall apply to the hiring and treatment of the Fas,{IMAax eamb ,�t�ier7,44,.,L [name
of entity submitting] employees and to all subcontracts it enters into in performance of the agreement
with the City of Bozeman.
Signature of Bidder:
Pe aut orized to sign on behalf of the bi e
V
P