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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 P of the Bidding Documents. I2.01 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: l 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 lV4QG v 2-2-f ' ZOZ �Wa AP2 ic_ / sr 2,0Z,o 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. Q BID FORM P:I8098.06_Addendum_1_BB_updated 032620.xls Page 1 of 13 (3/26/20)drs 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. E 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. I. 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 ` P:18098.06_Addendum_1_BF_updated 032620.x1s Page 2 of 13 (3/26/20)drs ALL ITEMS ARE COMPLETE IN PLACE SCHEDULE I-ASPEN STREETAND STHAVENUE UTILITYIMPR 0 VEMENTS ITEM EST. UNIT DESCRIPTION UNIT TOTAL NO. QTY PRICE PRICE 101 1 LS Mobilization and Insurance k J� / LS = 15�0, 102 1 LS Traffic Control 33gsc. / LS = f 3$go. 103 1 LS Temporary Water (includes service to / IS _ commercial and residential properties) ¢I lo$vo.'' �1(�,$oc�, 104 1 EA Connect to Existing 4-inch Main w/ 8x4-inch _ Reducer (7th Avenue North) EA1300. 105 1 EA Abandon Existing 4-inch Main at 6x6x4-inch Tee / EA = ' (5th Avenue North) I I Co.�' 100. 106 1 EA Remove Existing 6-inch Main to Existing 6-inch EA = Valve (5th Avenue North) ;2500 107 602 LF 8-inch Ductile Iron Water Main 4�5. / LF = -0 108 3 EA 8-inch Gate Valve f 1��,o, / EA = f 109 2 EA 8-inch 45-Degree Bend dy gyp,�' / EA = o� 110 2 EA 8-inch 11.25 Degree Bend �Qp, / EA = ho, 111 1 EA 8x6-inch Reducer el Zoo, / EA = i 112 1 EA 8x8x8-inch Tee (Aspen to N. 5th Ave.) -0 ego•J' / EA = 113 2 EA 8x8x6-inch Hydrant Tee t 7gp,�' / EA = 5�0. 114 2 EA Hydrant Assembly (Includes 6-inch Valve and EA t e _ Lateral DIP) �/925.o / 3R950. 115 4 EA 3/4-inch Water Service on 8-inch Main (Includes / EA saddle, Corp and connection to existing service) it 1-inch Water Service on 8-inch Main (Includes 116 1 EA # / EA = � saddle, corp and connection to existing service) gerp v�, Syo.oa 117 1 LS New 8x8x6-inch Tee,Reconnect to Existing Fire / LS = Service 4 2500•�� 118 New 8x8x4-inch Tee, Reconnect to Existing 1 LS Domestic Service �t2`oo / LS = *:2(.oo 2(.00 119 2 EA Storm Drain Combo Inlet/Manhole (Includes / EA Stone and Fabric) #1 to&100 120 60 LF 8-Inch Corrugated Storm Drain,PVC y�,� / LF 121 150 CY Type 2 Pipe Bedding 314,0- / Cy 122 1 LS Miscellaneous Work 20,000.00 / LS = 20,000.00 TOTAL BID - SCHEDULE I $ 15,q,f f 1) cv (Figures) BID FORM P:18098A6_Addendum_IBF—Updated 032620.xls Page 3 of 13 (3/26/20)drs ITEM EST. UNIT DESCRIPTION UNIT TOTAL NO. QTY PRICE PRICE $ $ TOTAL BID: SCHEDULEI -ASPEN STREETANDSTHAVENUE UTILITYIMPROVEMENTS on/6 -lvnlyrt,TO Fi rr-i vNs rlv.�c,zro 'T �,wgZS _ Amp ZS¢.c7 C6niT,g OXfords) t a u G Q f BID FORM P:I9098.0fi_Addendum_1_BF_updated 032620.als Page 4 of 13 (3/20/20)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 490cJ00,o= / LS = cjgson, o� 202 1 LS Traffic Control ot2e oco,. / LS = 4Zf:5,coo, 203 1 LS Storm Water Management and Erosion Control ¢/O7DD. / L-S 204 2,106 SY Sawcut and Remove Existing Asphalt SY 205 1,064 LF Curb and Gutter Removal it 3 z.s / LF 206 4,700 SF Concrete Flatwork Removal 02,Z— / SF = 410 5-7 s,rn 207 1,795 CY Unclassified Excavation and Stockpile CY = 208 962 SY 3-inch Asphalt Paving SY = 209 1 EA Adjust Existing Manhole Rim 4 3 J5, / EA = a 315 210 175 CY 1,5-Inch Minus Crushed Gravel(Travel Lanes - 6- 4 / CY = inch Section) &7 0' �11725' 211 540 CY 4-Inch Minus Pit Run Gravel(Travel Lanes - 18-inch CY — Section) *y6. l Z`/SYD.o 212 565 CY AASHTO #2 Clean Stone (Pervious Paver Storage- o' = d CY 18-inch Section) f 77, / J35�S " 213 10 CY AASHTO#57 Clean Stone (Planter Wall Underlayment-4-inch Section) 32,oa / CY _ �320• 214 2,410 SY Mirafi 380i Geotextile Separation Fabric (Paver and f 2S / SY = v Asphalt Sections) rj, 11 /2 G5Z. S 215 1,127 LF Standard Curb and Gutter �j3,So / LF = 216 2 EA Curb Return Fillet /yQp, / EA = 4 Z gao,J o 217 102 SF 6-foot Wide Double Gutter(includes gravel base) � go / SF = /D71 218 9,352 SF Permeable Paver(Includes #8 and#57 stone SF base) = Z9y 588.�� 219 17,758 SF Mirafi BXG 110 Geogrid (Paver Sections) / SF = 220 1,403 SF Permeable Paver Surplus (Additional 15-percent) 3/1 Z S / SF — #/5 78 3 . 221 4,868 SF Fiber Reinforced Concrete Sidewalk (6-inch)with ! o / SF = # e Base ( 5 31 u1i Z.' 222 422 SF Accessibility Ramp (Includes Base) 13 eo / SF = i5LJ o• 223 80 SF Truncated Dome Panel f 3q,00 / SF = 427Zp,D= 224 1,208 SF 6-inch Thick Concrete Drive Approach with Base 0 -1,75 / SF = �/� 778 225 680 SF 12-inch Thick Concrete,Planter Perimeter f t.��,o� / SF = 133 320. f 226 1,635 SF 18-inch Concrete Ribbon s 9"DO. / SF = 4l4 7/5.o- BID FORM P:I8098.06_Addendum_t_BF_updated 032620.xis 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) Soo,o, / GL = (ate o0 I 228 1 GL Epoxy Pavement Markings (Yellow) 4 S� o, / GL = 229 1 EA New Sign on New Post ���s� / EA = (L1-L12)Luminaire Pole w/2'Arm, 19'Mounting 230 10 EA Height it1I eoo. / EA = l(goco 231 10 EA Roadway Luminaire,LED p p, / EA = 27 v v o,a' 232 11 EA Type 1 Electrical Junction Box QB1 JB13) EA = 233 1 EA Type 2 Electrical Junction Box 01314) f�2ap_o� / EA = 234 1 EA Enclosure-NEMA Type 3R 't v� / EA = f y3po o� 235 1,425 FT Conduit,2.0-inch PVC,Trench ; j7. / FT = � 2�i 2.2.5 00 � 236 6,000 FT 1/C#8 AWC Copper Wire $ yo / FF = 237 3,000 FT 1/C#6 AWC Copper Wire 'd Z o� / FT = t4G>0o.0-" 238 720 FT 1/C#10 AWC Copper Wire&Bracket Cable FT = 9720.a' 239 10 CY Structural Concrete Pole Foundations fZ7oo.�� / CY = fZ7000.�' I 240 1 LS Remove and Reset Misc. Electrical 0-,g5oo:— / LS = o'q6 o, 241 1,400 LF Street String Lights Gy, / LF = 89COO. 242 80 LF Stone Seatwall It$7o. LF = o' 243 107 LF Concrete Retaining Wall(12" height) "135, / LF = 11/4 yys.-- 244 14 EA 2" Caliper Trees EA = �ggZo. 245 18 EA 1-1/2" Caliper Trees t5,-Zc / EA = ¢9 y5o•'' 246 22 EA 5 Gal. Shrubs /pp,� / EA = 247 607 EA 1 Gal. Grasses 3/ oa / EA = *1 g g L 7. 248 803 EA 1 Gal. Perennials 33/.0' / EA = Zq 6473.'' 249 1 LS Repair Sod 4 Zvbo. / LS = 250 1 LS Irrigation System and Controller $25200.'' / LS = 2 5200. 251 3,700 SF Drip Irrigation Y/.2s / SF = !•41,Z5'.'' 252 6 EA Sandstone Boulder(18%x 24"w x 36"1) It(oZp, / EA = 13720 253 3,700 SF Natural Mulch (3" depth) /.�' / SF = 137oo.'' 254 137 CY Planting Beds Soil Amendment(12" depth) �(o� o / CY = 1 e/0gz.o' 255 1 LS Miscellaneous Work 50,000.00 / LS = 50,000.00 TOTAL BID -SCHEDULE II $ /3oZ 6y7 (Figures} BID FORM P:18098.06_Addendum_1_BF_updated 032620.xis Page 6 of 13 (3/26/20)drs ITEM EST. UNIT DESCRIPTION UNIT TOTAL f NO. QTY PRICE PRICE TOTAL BID: SCHEDULE II -ASPEN STREET SURFACE IMPROVEMENTS 400 C�N6 M/Lt-/GI✓ `TFJ266 f}V w/ORS1U AN Trpo ea, T s D - 'Sly- i-{u n),oizs_e Y�o2 fy 56V6N -��c.r�QS ANc, 'Fr ys Cz-nrrs (NV-rds) I II ( ( t I ( ( ( ( BID FORM ( P:18098.06_Addendum_I_BF_updated 032620.xis Page 7 of 13 (3/26/20)drs ALL ITEMS ARE COMPLETE IN PLACE SCHEDULE III-5THAVENUE SURFACE IMPROVEMENTS ITEM EST. UNIT DESCRIPTION UNIT TOTAL NO. QTY PRICE PRICE 301 1 LS Mobilization and Insurance $3e�add o� / LS = 353e> ,o� 302 1 LS Traffic Control LS = 431$Do ' 303 1 LS Storm Water Management and Erosion Control -0954>o. LS = *8500.---' 304 1 LS Clear, Grub,and Stockpile Topsoil East of 5th / LS — Avenue 305 1 LS Restore and Reseed Disturbed Areas 49 g5,ao,' / LS = t Saco,-- 306 400 SY Sawcut and Remove Existing Asphalt /�, e / SY = 1tyyC0 307 672 LF Curb and Gutter Removal LF = !e2(,f3s.'' 308 1,665 CY Unclassified Excavation and Stockpile CY = *199gD•'o 309 1,190 SY 3-inch Asphalt Paving 1�1$,�� / SY = 310 1 LS Special Manhole Rim Adjustment LS = 311 4,050 SF Concrete Flatwork Removal ,R Z zs / SF = 312 1,562 SF 3-foot Wide Double Gutter (includes gravel base) ern 5_ / SF = �� 313 355 SF Permeable Paver(Includes #8 and#57 stone / SF =base) 3�,a� /Z 7$6.o2' 314 710 SF Mirafi BXG 110 Geogrid (Paver Sections) of / SF = -0 710 00 315 54 SF Permeable Paver Surplus (Additional 15-percent) # z s / SF = t� So 7. 316 230 CY 1.5-Inch Minus Crushed Gravel(Travel Lanes - 6- o o / CY = inch Section) 58. ;t/33`/,D, 317 750 CY 4-inch Minus Pit Run Gravel (Streets and Parking- � 5 0 / CY = 18-inch Section) 'a0. 3D 375; AASHTO #2-Pervious Paver Storage-1 8-inch 318 30 CY Section /ZD.ev / CY = �36,Gb." 319 1,610 SY Mirafi 380i Geotextile Separation Fabric (Paver and o' / SY = 4 o� Asphalt Sections) 320 216 SF 18-inch Concrete Ribbon d 19,o� / SF = 3 g a fy 2 EA (L,1-L12)Luminaire Pole w/2'Arm, 19'Mounting / EA = 321 Height "I f$DD.'' iZ3t,00.0' 322 2 EA Roadway Luminaire,LED #Z7oo, EA = 323 2 EA Type 1 Electrical Junction Box QB 1 JB 13) EA = Zy 324 2 CY Structural Concrete Pole Foundations2 CY = 325 731 LF Standard Curb and Gutter ¢/G,� / LF = 326 4,901 SF Fiber Reinforced Concrete Sidewalk (6-inch)with / SF _ Base BID FORM P:18098.06_Addendutn_1_BF_updated 032620a1s Page 8 of 13 (3/26/20)drs f 327 370 SF Accessibility Ramp (Includes Base) t/j / SF = 328 85 SF Truncated Dome Panel 3y,o� / SF = 4Zf6-1o, 329 32 LF ADA Ramp Concrete Vertical Curb,4-inch 3-7,o' / LF = �1104, 330 147 LF Obliterate Existing Pavement Markings (4-inch Stripe / LF = Equivalent) {Z.so *3(�7,5 o 331 7 GL Epoxy Traffic Markings (White) GL = ¢tea. 332 1 EA Relocate Existing Sign on New Post i(o�r,, a' / EA = "r.,GS. 333 6 EA New Sign on New Post jtloGS.'' / EA _ ¢39510•'' 334 1 EA New City Park Sign �2,yqd, / EA = 335 1 LS Gravel Path Restoration ¢/9G�. a' / LS _ /9G»•'' 336 6 EA New Bike Rack A 5z S." / EA = it 3/50. 337 1 EA Remove Existing Boulevard Bench EA = t 338 2 EA Relocate Existing Trash Cans it 375, / EA = 75o, 339 1 LS Miscellaneous Work 35,000.00 / LS = 35,000.00 TOTAL BID- SCHEDULE III $ 3g'9 5y 1 o� (Figures) TOTAL BID: SCHEDULE III -STHAVENUE SURFACE IMPROVEMENTS `jH Qs� N v ry pa.s'� E►c..'-�'M N 1 n1 E� TH o v s q n.� Fl v� H v ayd n..s o F e.-r..s �.�' -CbLa�AfLS AND Z.T2p c'a'H-1'S (Words) i I BID FORM P:18098.06_Addendum_1BF—Updated 032620.xis Page 9 of 13 (3/26/20)drs I ALL ITEMS ARE COMPLETE IN PLACE SCHEDUI E IV-ASPEN STREETAND 5THAVENUE FIBER ITEM EST. UNIT DESCRIPTION UNIT TOTAL NO. QTY PRICE PRICE 401 1 LS Mobilization and Insurance �yZOo. / LS = 402 909 LF 10-way Dura-Line Futurepath Fiber Conduit s 53.�s / LF = 403 5 EA 24-inch x 36-inch Fiber Handhole $Z 700. / EA = 404 1 LS Miscellaneous Work 10,000.00 / LS = 10,000.00 TOTAL BID -SCHEDULE IV $ 71 (Figures) TOTAL BID: SCHEDULE IV -ASPENSTREETAND STHAVENUE FIBER SEVt,NT-'I Slg -I'Z4ousAnr-r> Five- H"NOQSr=, F FTy E►c„y I- Arv-n SE�SN'l'�-1 �1�15 C.SNTS (Words) BID FORDS P:I8098.06_Addendum_I_BF_updated 032620.xls Page 10 of 13 (3/26/20)drs 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. i 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 price including alternates,if any,and in the form of a Bid Bond identified in the Instructions to Bidders. 1 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 ,9/L I L ,2020 Montana Contractor's Registration No. (if any) Employer's Tax ID No. If Bidder Is: An Individizah (Name, typed or printed) By: (Individual's Signature) Doing Business as: Business Address: Phone No.: Fax No.: N BID FORM P:I8098.06_Addendum_I_BP_updated 032620.xrs 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: �/� l�E ,��✓ r �4'r24 c)(— (Corporation Name) State of Incorporation: ���� � Type (General Business,Professiona Service,Limited Liability): By: (Signature of Person Authorized to Sign) Tide: Attest: Phone No.: 3 — (0 8 3 Fax No.: Business Address: T ' d. s x 9 t>�7— S 9-7 l Phone No.: 3��—(� Fax No.: _� 3�(7 Date of Qualification to do Business C4 `,,11�11111f1/ll •` G,ROV �• (Co 99Ar, Se t) BID FORM P:I8098.06_Addendum_1_BF_updated 032620.xls Page 12 of 13 (3/26/20)drs A joint 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: Business Address: l Phone No.: Fax No.: I ,Joint VentunerName. (Name, typed or printed) By. (Signature of joint Venture Partner) Name: (Name,typed or printed) Title: Business Address: Addi-ess of Joint Venture for Rece pt of Of cial Communication: Phone No.: Fax No.: Address: pPhone 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 P:18098A6_Addendum_1_BF_updated 032620.xfs Page 13 of 13 (3/26/20)drs PROJECT IDENTIFICATION: M 0 p 1 �p t�-�k,0 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 tunes 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 dn14-` ekQc,,, 27'�' 2021D 7'wo APR-/L. / sT Zoe 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 P:18098.0G Addendum 1_BT updated 032620.xls Page 1 of 13 (3/26/20)drs E. Bidder has obtained and carefully studied (or assumes responsibility for having done so) all additional or supplementary examhnations,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 ,vhich 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. E 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. 14. 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 11.033 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 P:18098.06_Addendum 1 BF updated 032620.xls Page 2 of 13 (3/26/20)drs ALL ITEMS ARE COMPLETE IN PLACE SCHEDULE I-ASPEN STREETAND 5THAVENUE UTILITYIMPROVEMENTS ITEM EST. UNIT DESCRIPTION UNIT TOTAL NO. QTY PRICE PRICE 101 1 LS Mobilization and Insurance gm > / LS = go,&3 > 102 1 LS Traffic Control / LS = 103 1 I's Temporary Water(includes service to / LS _ commercial and residential properties) e > Connect to Existing 4-inch Main w/ 8x4-inch 104 1 EA EA Reducer(7th Avenue North) /_ 60' 105 1 EA Abandon Existing 4-inch Main at 6x6x4-inch Tee / EA (5th Avenue North) I`1bn 1900• 106 1 EA Remove Existing 6-inch Main to Existing 6-inch / EA _ T— Valve(5th Avenue North) 107 602 LF 8-inch Ductile Iron Water Main LF 108 3 EA 8-inch Gate Valve 340. / EA. = *1 D2ep.o' 109 2 EA 8-inch 45-Degree Bend lyp a' / EA = 4'? oa U0 2 EA. 9-inch 11,25 Degree Bend # j 20.o' / EA = 111 1 EA 8x6-inch Reducer < 660.— > / EA = � �G�� > 112 1 EA 8x8x8-inch Tee(Aspen to N. 5th Ave.) 3Lo / EA = f 3 113 2 EA 8x8x6-inch Hydrant Tee -f q?,o / EA = d gq o oU 114 2 EA Hydrant Assembly(Includes 6-inch Valve and / FA Lateral DIP) it/Z7S 25So. T , 115 4 EA 3/4-inch Water Service on 8-inch Main(Includes / FA = saddle,Corp and connection to existing service) 116 1 EA 1-inch Water Service on 8-inch Main (Includes saddle,core and connection to existing service) ►L(�_a / LA __ 117 1 LS New 8x8x6-inch Tee,Reconnect to Existing Fire f- / _ Service 41 1 �> -� �'loo.`, 118 New 8x8x4-inch Tee,Reconnect to Existing 1 LS Domestic Service 4 ZOO > / IS __ < 2� ? 119 2 EA Storm Drain Combo Inlet/Manhole(Includes it / EA = Stone and Fabric) T- 120 60 LF 8-Inch Corrugated Storm Drain,PVC !�/, / LF = f ��•oo 121 150 CY Type 2 Pipe Bedding < 1110 > / Cy = < 1500.a'7 122 1 LS Miscellaneous Work �z'9;66E196-/ LS = 68 9�- TOTAL Bf-H SCHEDULE I $ -7 Abo (Figures) BID FORM P:18098.06_Addenducn_1 Br+updated 032620.a1s Page 3 of 13 (3/26/20)drs ITEM EST. UNIT DESCRIPTION UNIT TOTAL NO. QTY PRICE PRICE ,A LlD $ $ TOTALBIB: SCHEDULEI -ASPENSTREETANDSTHAVENUE UTILITYIMPROVEMENTS (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 PRICI: 201 1 LS Mobilization and Insurance � �-e�yp o� / IS = C'g 15Gyo-7 202 1 LS 'Traffic Control �5�too.`s' / LS �SLton•� 203 1 IS Storm Water Management and Erosion Control / LS = 204 2,106 SY SawcUt and Remove Existing Asphalt / SY = 205 1,064 LF Curb and Gutter Removal / LF = 206 4,700 SF Concrete Flatwork Removal / SP 207 1,795 CY Unclassified Excavation and Stockpile / CY = 208 962 SY 3-inch Asphalt Paving / 5Y 209 1 EA Adjust Existing Manhole Rim / EA = 210 175 CY 1.5-Inch Minus Crushed Gravel(Travel Lanes-6- / CY inch Section) 211 540 CY 4-Inch Minus Pit Run Gravel(Travel Lanes- 18-inch / CY = Section) 212 565 CY AASHTO#2 Clean Stone(Pervious Paver Storage- / CY 18-inch Section) 213 10 CY AASFITO#57 Clean Stone(Planter Vall / CY Underlayment-4-inch Section) 214 2,410 SY Mirafi 380i Geotextile Separation Fabric(Paver and / SY _ Aspbalt Sections) 215 1,127 LF Standard Curb and Gutter / LF = 216 2 EA Curb Return Fillet / EA = 217 102 SF 6.£toot Wide Double Gutter(includes gravel base) / SP E 218 %352 SF Permeable Paver(Includes#8 and#57 stone / SP base) 219 17,758 SP Mlrali BXG 110 Geogrid(Paver Sections) / SF 220 1,403 SF Permeable Paver Surplus(Additional 15-percent) / Ski = 221 4,868 SF Fiber Reinforced Concrete Sidewalk(6-inch)with / SF = Base 222 422 SF Accessibility Ramp(Includes Base) / SF = 223 80 SF Truncated Dome Panel / SF = 224 1,208 SF 6-inch Thick Concrete Drive Approach with Base / SF = 225 680 SF 12-inch Thick Concrete,Planter Perimeter / SF = 226 1,635 SF 18-inch Concrete Ribbon / SF = BID FORM P:18098.00 Addendmn_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) / GL = 228 1 GL Epoxy Pavement Markings (Yellow) / GL = 229 1 EA New Sign on New Post / EA = 230 10 EA (L1-L12)Luminaire Pole w/2'Arm, 19'Mounting / EA = Height { t 11415c).� > < *IK�' > 231 10 EA Roadway Luminaire,LED s o0RA 232 11 EA Type 1 ElectricalJunction Box QB1 JB13) t IL S > / EA = <+ 233 1 EA Type 2 Electrical Junction Box QB14) < t�oQ y / EA = o.gjD > 234 1 EA Enclosure-NEMA Type 3R <x eloo -- > / EA = <s-joo 00 > 235 1,425 FT Conduit,2.0-inch PVC,Trench oo > / FT = g�,�o o� > 236 6,000 FT 1/C#8 AWC Copper Wire a to / FT = 4 (flob a" 237 3,000 FT 1/C#6 AWC Copper Wire <IL o ,o / FT = C�ISoe Q, > 238 720 FT 1/C#10 AWC Copper Wire&Bracket Cable 4 o zs / FT = #18j a 239 10 CY Structural Concrete Pole Foundations < 120 240 1 IS Remove and Reset Misc.Electrical 21 oa ,� / LS = <t 21 oo,ao > 241 1,400 LF Street String Lights { ,�� o > / LF = 1S g _ J 242 80 LF Stone Seatwall / LF = 243 107 LF Concrete Retaining Wall(12"height) / LF = 244 14 EA 2"Caliper Trees / Et1 = 245 18 EA 1-1/2" Caliper Trees / EA = 246 22 EA 5 Gal.Shrubs / EA = 247 607 EA 1 Gal.Grasses / EA = 248 803 EA 1 Gal.Perennials / EA = 249 1 LS Repair Sod / LS = 250 1 LS Irrigation System and Controller / LS = 251 3,700 SF Drip Irrigation / SF = 252 6 EA Sandstone Boulder(18%x 24"w x 36"1) / EA = 253 3,700 SF Natural Mulch(3" depth) / SF = 254 137 CY Planting Beds Soil Amendment(12" depth) / CY = 255 1 LS Miscellaneous Work --$ g -/ LS = --50�gg gg TOTAL RB--SCHEDULE II Kql im oa ' QED V t.-r BID FORM P:18098.06 Addendum_1 BF_updated 032620.xls Page 6 of 13 (3/26/20)drs ITEM EST. UNIT DESCRIPTION UNIT TOTAL NO. QTY PRICE PRICE DEDUL'T' TOTAL BID: SCHEDULE II -ASPENSTREET SURFACE IMPROVEMENTS ICI1 W-T-1 4ON6- WN0 L)SAN 9:�o /3I L,h/7 14Lo y"Ac s-ca TH/de7 v c `4-'6 L-.-Aa s ^W— Z ay2Cs C Er-"-M (Words) BID FORM P:18098.06 Addendum l BF updated 032620.xls Page 7 of 13 (3/26/20)drs ALL ITEMS ARE COMPLETE IN PLACE SCHEDULE III-STHAVENUE SURFACE IMPROVEMENTS ITEM EST. UNIT DESCRIPTION UNIT TOTAL NO, QTY PRICE PRICE 301 1 LS Mobilization and Insurance < a 177a?'>/ IS = { *177p 302 1 IS Traffic Control �5-70� 00 / IS = t.5700 T- 303 1 LS Storm Water Management and Erosion Control / LS = 304 1 LS Clear,Grub,and Stockpile Topsoil East of 5th / LS Avenue 305 1 LS Restore and Reseed Disturbed Areas / LS = 306 400 SY Sawcut and Remove Existing Asphalt / SY = 307 672 LF Curb and Gutter Removal / LF = 308 1,665 CY Unclassified Excavation and Stockpile / CY = 309 1,190 SY 3-inch Asphalt Paving / SY = 310 1 LS Special Manhole Rim Adjustment $5300.0' / LS = 311 4,050 SF Concrete Flatwork Removal / SF = 312 1,562 SF 3-foot Wide Double Gutter(includes gravel base) / SF = 313 355 SF Permeable Paver(Includes#8 and#57 stone / SF = base) 314 710 SF Mirali BXG 110 Geogrid(Paver Sections) / SF = 315 54 SF Permeable Paver Surplus (Additional 15-percent) / SF = 316 230 CY 1.5-Inch Minus Crushed Gravel(Travel Lanes-6- / CY = inch Section) 317 750 CY 4-inch Minus Pit Run Gravel(Streets and Parking- / CY — 18-inch Section) 318 30 CY AASHTO#2-Pervious Paver Storage-18-inch / CY — Section 319 1,610 SY Mirafi 380i Geotextile Separation Fabric(Paver and / SY = Asphalt Sections) 320 216 SF 18-inch Concrete Ribbon / SF = 2 EA (L1-1,12)Luminaire Pole w/2'Arm, 19'Mounting 321 Height < f1g50 -0> / EA = 4� `10o w 322 2 EA Roadway Luminaire,LED M70 / EA = < 3gyp 0 T 323 2 EA Type 1 Electrical Junction Box QB1 JB13) < * loZS > / EA = <t 125D ao 324 2 CY Structural Concrete Pole Foundations C$ 000.cp > / CY = 325 731 LF Standard Curb and Gutter / LF = 326 4,901 SF Fiber Reinforced Concrete Sidewalk(6-inch)with / SF = Base BID FOnf P:18098.06_Addendum_1 BF_updated 032620.xls Page 8 of 13 (3/26/20)drs 327 370 SF Accessibility Ramp (Includes Base) / SF = 328 85 SF Truncated Dome Panel / SF = 329 32 LF ADA Ramp Concrete Vertical Curb,4-inch / LF = 330 147 LF Obliterate Existing Pavement Markings (4-inch Stripe / LF = Equivalent) 331 7 GL Epoxy Traffic Markings (White) / GL = 332 1 EA Relocate Existing Sign on New Post / EA = 333 6 EA New Sign on New Post / EA = 334 1 EA New City Park Sign fj 3ac�.�� / EA = 53oa•x� 335 1 LS Gravel Path Restoration / LS = 336 6 EA New Bike Rack / EA = 337 1 EA Remove Existing Boulevard Bench / EA = 338 2 EA Relocate Existing Trash Cans / EA - 339 1 LS Miscellaneous Work ---35, 0"0'/ LS = `-55;00"C0 - -I�nA TOTAL RID--SCHEDULE III $ 4Z4 44L10-'f Argo (Figures) TOTALOB96 SCHEDULEIII -5THAVENUE SURFACE IMPROVEMENTS ro✓!Z 'TH0USAIV,0 ravA gWAMGlZS-n r-r2T-7 Daft-•AfZS A,N", 2SQii eArw rS (Words) BID FORM P:18098.06_Addendum 1_BF updated 032620.xls Page 9 of 13 (3/26/20)drs ALL ITEMS ARE COMPLETE IN PLACE SCHEDULE IV-ASPENSTREETAND STHAVENUE FIBER ITEM EST. UNIT DESCRIPTION UNIT TOTAL NO. QTY PRICE PRICE 401 1 LS Mobilization and Insurance $237S.a' LS = C 49 375. 402 909 LF W-way Dura-Line Futurepath Fiber Conduit 3.2s / LF = 12oyy zs T 403 5 EA 24-inch x 36-inch Fiber Handhole <s/300.oo>/ EA = 4 T- 404 1 LS Miscellaneous Work LS = ---4( B0"9— TOTAL-RYD=SCHEDULE IV An+a TOTALJUD: SCHEDULE IV -ASPENSTREETAND STHA VENUE FIBER reww- TH0wsAN G�, 0N6 HJNO2S]b SIx-r-" NINE DOLJ-► ra- I1NiD �wSN i'j y S Cw nrt,�; (WOrds) BID FORM PA 8098.0E Addendum_]_AF updated 032620.xls Page 10 of 13 (3/26/20)drs 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 price including alternates,if any,and in the form 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 'PM,k ` ,2020 -► Montana Contractor's Registration No. (if any) Employer's Tax ID No. If Bidder Is: An Individual.- (Name,typed or printed) By: (Individual's Signature) Doing Business as: Business Address: Phone No.: Fax No.: BID FORM PA8098.06 Addendum 1_I3F updated032620.xls 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 Corpotation: I<� 1 FE V 0-IL-^��l_Ln 0 �4 D Q (Corporation Name) State of Incorporation: uA Type(General Business,Professi al,Service,Limited Liability): 6C-11CyL,bL By: (Signature of Person Authorized to Sign) Title: Attest: kr Phone No.: Fax No.: Business Address: Phone No.: 3a Fax No.: S 47 Date of Qualification to do Business UP Q SEAL` (CaxA Y a9S Seal)" ,—�-- BID FORM P:18098.06_Addendum 1 BF updated 032620.xls Page 12 of 13 (3/26/20)drs A Joint Venture: Each Joint Venture Must Sign Joint VentnrerName. (Name,typed or printed) By: (Signature of Joint Venture Partner) Name: (Name,typed or printed) Title: Business Address: Phone No.: Fax No.: Joint VenturerName. (Name,typed or printed) By: (Signature of Joint Venture Partner) Name: (Name,typed or printed) Title: Business Address: Address of Joint Venture for Rece pt of 01cial Comnnrnication: 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 FORDS P:18098.06_Addendwy_13F up&tcd 032620.xls Page 13 of 13 (3/26/20)&s SANDERSON ;� STEWART EY 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. PA 8098.06_Addendum_0ne_032720 ADD-ONE Page l of 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 V2 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 PA 8098.06_Addcndum_0ne 032720 ADD-ONE Page 2 of 4 it 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 thisal day of ,202&. Set No. 1=E F1 VG - 6 (Company) By: P:18099.06_Addcndum_0ne 032720 ADD-ONE Page 4 of 4 i SANDERSONt� 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 are 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 are provided: • Structural Concrete Pole Foundations — Foundations shall have an 8-ft depth, 2-ft diameter, six (6) #6 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:18098.06_Addendum_Two_040120 ADD-TWO Pagc 1 of 2 END OF ADDENDUM NO. TWO This Addendum No. Two is hereby acknowledged this--L—day of tii ,2Q 0. Set No. � - rc ✓C✓L (Company) By: P:18098.06_tlddendun Two_040120 ADD-TWO Page 2 of 2 BID BOND (PENAL SUM FORM) Bidder Surety Name: Knife River-Belgrade Name: Liberty Mutual Insurance Company Address(principal place of business): Address(principal place of business): P.O. Box 9 175 Berkeley Street Belgrade, MT 59714 Boston, MA 02116 Owner Bid Name:City of Bozeman Project(name and location): Address(principal place of business): Aspen Street and 5th Avenue Improvements 121 North Rouse Avenue Bozeman, MT 59771 Bid Due Date: March 31, 2020 Bond Penal Sum: Ten Percent of Amount Bi1q, 10% `Date of Bond: March 31, 2020 '*"6R 0 Up���` � Surety and Bidder, intending tQ'be e' 8qy,subject to the terms set forth in this Bid Bond, do each cause this Bid Bond to be d*ul qVjdli arcauthorized officer, agent,or representative. Bidder = 990 `Surety Knife River-Bei rade % Liberty Mutual Insurance Company (Fyll r�al n m o Q ��� (Full forma name of surety)(co orate seal) By: Lr i , By: (Signature) Signature)(Attach Power of Attorney) Name: Pamela L. Michalies-Assf. Sec. Name: Heather R. Goedtel (Printed or typed) (Printed or typed) Title: Title: Attorney-In-Fact Attest: Attest: nature) (Signatur Name: �(� l 11 u P V(Y) Name: Kelly En hauser (Pridtd,J or ty d) (Printed or typed) Title: N�s Title: Witness Notes:(1)Note:Addresses are to be used for giving any required notice.(2)Provide execution by any additional parties,such as Joint venturers,if necessary. EJCDC®C-430,Bid Bond(Penal Sum Form). Copyright®2018 National Society of Professional Engineers,American Council of Engineering Companies, and American Society of Civil Engineers.All rights reserved. Page 1 of 2 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 will be Owner's sole and exclusive remedy upon default of Bidder. 2. Default of Bidder occurs 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 will 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 does not in the aggregate exceed 120 days from the Bid due date without Surety's written consent. 6. No suit or action will 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 will be commenced only in a court of competent jurisdiction located in the state in which the Project is located. 8. Notices required hereunder must 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 Postal Service registered or certified mail, return receipt requested, postage pre-paid, and will 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 will 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 governs and the remainder of this Bond that is not in conflict therewith continues in full force and effect. 11. The term "Bid" as used herein includes a Bid, offer,or proposal as applicable. E1CDC°C-430,Bid Bond(Penal Sum Form). Copyright°2018 National Society of Professional Engineers,American Council of Engineering Companies, and American Society of Civil Engineers.All rights reserved. Page 2 of 2 Surety Acknowledgment State of Minnesota } } ss. County of Hennepin } On this 31 st day of March 2020, before me personally came Heather R. Goedtel, to me known,who being by me duly sworn,did depose and say that he is the Attorney-in-Fact of Liberty Mutual Insurance Company described in and which executed the above instrument; that he knows the seal of said corporation; that the seal affixed to said instruments is such corporate seal, that it was so affixed by order of the Board of Directors of said corporation, and that he signed his name to it by like order. N ry ><c '��2HesTir NICOLE CATHERINE LANGER Notary public tr Minn.sota A~ My Commission Expires Jan 31,2023 -This Power,of Attorney limits the acts of those named herein,and they have no authority to bind the Company except in the manner and to the extent herein stated. Liberty Liberty Mutual Insurance Company Mutuil© The Ohio Casualty Insurance Company Certificate No:8202635-190003 West American Insurance Company SURETY POWER OF ATTORNEY KNOWN ALL PERSONS BY THESE PRESENTS:That The Ohio Casualty Insurance Company is a corporation duly organized under the laws of the State of New Hampshire,that Liberty Mutual Insurance Company is a corporation duly organized under the laws of the State of Massachusetts,and West American Insurance Company is a corporation duly organized under the laws of the State of Indiana(herein collectively called the"Companies'),pursuant to and by authority herein set forth,does hereby name,constitute and appoint, Blake S. Bohlig,Brian D.Carpenter,Kelly Nicole Enghauser,Heather R.Goedtel,Michelle I lalter,Jessica Hoff,Nicole Langer,Craig Olmstead,Laurie Pflug all of the city of Bloomington state of Minnesota each individually if there be more than one named,its We and lawful attorney-in-fact to make, execute,seal,acknowledge and deliver,for and on its behalf as surety and as its act and deed,any and all undertakings,bonds,recognizances and other surety obligations,in pursuance of these presents and shall be as binding upon the Companies as if they have been duly signed by the president and attested by the secretary of the Companies in their own proper persons. IN WITNESS WHEREOF,this Power of Attorney has been subscribed by an authorized officer or official of the Companies and the corporate seals of the Companies have been affixed thereto this 21 st day of November , 2019 . Liberty Mutual Insurance Company INSUR vtY INS& tNSUgq The Ohio Casualty Insurance Company Q4°Raorrgrgy� yJP°°nPoayT`9y \rJQ�oaPon, West American Insurance Company j Fo Q = FO n 2 FO to 'L} 1912 ° c 1919 1991 0 o a dVl�'p4CNUs�a.�a "AMP ,a8° `(s��ND1ANP�aa By: /lr//If/� i� * * Hl * ►� M * * cDavid M.Carey,Assistant Secretary 4-;'T State of PENNSYLVANIA c County of MONTGOMERY ss t0 C a� On this 21st day of November 2019 before me personally appeared David M.Carey,who acknowledged himself to be the Assistant Secretary of Liberty Mutual Insurance O o Company,The Ohio Casualty Company,and West American Insurance Company,and that he,as such,being authorized so to do,execute the foregoing instrument for the purposes=� a`) > therein contained by signing on behalf of the corporations by himself as a duly authorized officer. w IN WITNESS WHEREOF,I have hereunto subscribed my name and affixed my notarial seal at King of Prussia,Pennsylvania,on the day and year first above written. o 0o COMMONWEALTH OF PENNSYLVANIA Q d' ONIV ry o`t 4<r Notarial Seal p� d o h U OF Z T' Teresa PNo!' a,Notary Public Lt& N Upper MerionTwp.,Montgomery County By: E c f q�nSYUVP�•PG My Commission Expires March 28,2021 eresa Pastella,Notary Public o M N �Akl PUev� Member,Pennsylvania Assoc abon of Notaries 0.C:) N O M aD This Power of Attorney is made and executed pursuant to and by authority of the following By-laws and Authorizations of The Ohio Casualty Insurance Company,Liberty Mutual p S Insurance Company,and West American Insurance Company which resolutions are now in full force and effect reading as follows: o ay 6 ARTICLE IV-OFFICERS:Section 12.Power of Attorney. o Any officer or other official of the Corporation authorized for that purpose in writing by the Chairman or the President,and subject to such limitation as the Chairman or the m.n -o >, President may prescribe,shall appoint such attomeys-in-fact,as may be necessary to act in behalf of the Corporation to make,execute,seal,acknowledge and deliver as surety >o�t- C: any and all undertakings,bonds,recognizances and other surety obligations.Such attorneys-in-fact,subject to the limitations set forth in their respective powers of attorney,shall s N have full power to bind the Corporation by their signature and execution of any such instruments and to attach thereto the seal of the Corporation.When so executed,such o0 Z =3 instruments shall be as binding as if signed by the President and attested to by the Secretary.Any power or authority granted to any representative or attomey-in-fact under the E M provisions of this article may be revoked at any time by the Board,the Chairman,the President or by the officer or officers granting such power or authority. o 00 ARTICLE XIII-Execution of Contracts:Section 5.Surety Bonds and Undertakings. Uo 0 Any officer of the Company authorized for that purpose in writing by the chairman or the president,and subject to such limitations as the chairman or the president may prescribe,(— shall appoint such attomeys-in-fact,as may be necessary to act in behalf of the Company to make,execute,seal,acknowledge and deliver as surety any and all undertakings, bonds,recognizances and other surety obligations.Such attomeys-in-fact subject to the limitations set forth in their respective powers of attorney,shall have full power to bind the Company by their signature and execution of any such instruments and to attach thereto the seal of the Company.When so executed such instruments shall be as binding as if signed by the president and attested by the secretary. Certificate of Designation-The President of the Company,acting pursuant to the Bylaws of the Company,authorizes David M.Carey,Assistant Secretary to appoint such attomeys-in- fact as may be necessary to act on behalf of the Company to make,execute,seal,acknowledge and deliver as surety any and all undertakings,bonds,recognizances and other surety obligations. Authorization-By unanimous consent of the Company's Board of Directors,the Company consents that facsimile or mechanically reproduced signature of any assistant secretary of the Company,wherever appearing upon a certified copy of any power of attorney issued by the Company in connection with surety bonds,shall be valid and binding upon the Company with the same force and effect as though manually affixed. I,Renee C.Llewellyn,the undersigned,Assistant Secretary,The Ohio Casualty Insurance Company,Liberty Mutual Insurance Company,and West American Insurance Company do hereby certify that the original power of altomey of which the foregoing is a full,true and correct copy of the Power of Attorney executed by said Companies,is in full force and effect and has not been revoked. IN TESTIMONY WHEREOF,I have hereunto set my hand and affixed the seals of said Companies this 31st day of March 2020 1NSUhi 1NSUp �ZY INS& a J 3°°proRgro'L�ch QJp'�pevo'ta qy� �P°oav°Ra q'LC+ F 2 TF, 2 FO In 1912 0 " 1919 0 2 1991 0 ° ° B d�gss4crtusbL yoy "ArnvsdD rs '"vrn"P as y• Renee C.Llewellyn,Assistant Secretary e�> * 1•� dy1 * 1•� �M * b� LMS-12873 LMIC OCIC WAIC Multi Co_062018 f NON-DISCRIMINATION AFFIRMATION FORM �-/1 GE V-11J61t- GEC l2a 4X- [name of entity submitting] hereby affirms it will not discriminate f on the basis of race,color,religion,creed,sex,age,marital status,national origin,or because of actual I 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 scribed above and that this prohibition shall apply to the hiring and treatment of the_L[l l I e !✓69 _i [ 2b oC [name of entity submitting] employees and to all subcontracts it enters into in performance of the agreement f with the City of Bozeman. ISignature of Bidder: on uth -• d to sign on behalf of the bidder l I I l