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Home My WebLink AboutRESPONSE - BID - 5958 EAST PROSPECT ROAD IMPROVMENTSSECTION 00300 BID FORM PROJECT: East Prospect Road Improvements Bid No. 5958 Under Traffic Place Fnrt Cnllinc Date February 22, 2006 1. In compliance with your Invitation to Bid dated February 22_- 20-116 and subject to all conditions thereof, the undersigned a oration Limited Liability Company, Partnership, Joint Venture, or Sole Proprietor) authorized to do business in the State of Colorado hereby proposes to furnish and do everything required by the Contract Documents to which this refers for the construction of all items listed on the following Bid Schedule or Bid Schedules. 2. The undersigned Bidder does hereby declare and stipulate that this proposal is made in good faith, without collusion or connection with any other person or persons Bidding for the same Work, and that it is made in pursuance of and subject to all the terms and conditions of the Invitation to Bid and Instructions to Bidders, the Agreement, the detailed Specifications, and the Drawings pertaining to the Work to be done, all of which have been examined by the undersigned. 3. Accompanying this Bid is a certified or cashier's check or standard Bid bond in the sum of Five Percent ($ 5% ) in accordance with the Invitation To Bid and Instructions to Bidders. 4. The undersigned Bidder agrees to execute the Agreement and a Performance Bond and a Payment Bond for the amount of the total of this Bid within fifteen (15) calendar days from the date when the written notice of the award of the contract is delivered to him at the address given on this Bid. The name and address of the corporate surety with which the Bidder proposes to furnish the specified performance and payment bonds is as follows: Employers Mutual Casualty Co PO Box '170010 Denver. CO AG237 5. All the various phases of Work enumerated in the Contract Documents with their individual jobs and overhead, whether specifically mentioned, included by implication or appurtenant thereto, are to be performed by the CONTRACTOR under one of the items listed in the Bid Schedule, irrespective of whether it is named in said list. 6. Payment for Work performed will be in accordance with the Bid Schedule or Bid Schedules subject to changes as provided in the Contract Documents. 7. The undersigned Bidder hereby acknowledges receipt of Addenda No. 1 through 3_ 7/96 Section 00300 Page 1 Pro eet: EAST PROSPECT ROAD IMPROVEMENTS - Read Closed (Pondre River Bridge to Sam t View Drlre) Owner, CITY OF FORT COIL S ADDENDUM #3 Bid Tab TTEM NO. REF. NO. CONTRACT ITEM UNIT QUA UNIT PRICE COST 115 610 COLORED CONCRETE MEDIAN COVER 4 SF 1,516.00 116 610 COLORED CONCRETE MEDIAN COVER, BRIDGE SF 2,106.00 40 117 612 DELINEATOR E EACH 15. S S 118 612 DELINEATOR EACH 1 16. 5 .%. ov, is 832 A7 119 613 2 INCH CONDUIT LF 702 f 77 - 120 613 4INCH CONDUIT - LF 585. 40 d S T.M 121 613 S INCH CONDUIT LF 585. 1 f (aop 122 613 6INCH CONDUIT LF 234. 1 3.9n S 32 123 613 CONCRETE FOOTING FOR SCULPTURE, 24-INCH EACH 4. .550, vO S 2-'XLV ty 124 614 SIGNS UNNING DEER NATURAL AREA PARKING LOT) EACH 7. .35P.00 f A46-0 - 125 615 EMBANKMENT PROTECTOR, TYPE 5, REMOVE AND REPLACE EACH 1. 3 or-w.00 S '3OR➢ 126 618 PRESTRESSED CONCRETE SLAB SLI8 1 GIRDERS SF 35.s0 f 3a3 / 0- 127 619 WWII HDPE, DR17 IP 877. - 50 S 304- 128 619 16-INCH HDPE, DR 11, 90 DEGREE ELBOW EACH 1. CPO f - 129 619 CONNECT TO EXISTING 16-INCH HDPE FORCE MAIN EACH 2. A2 SO.6D //l/,00 S Y SLTO -OZ 619 24-INCH STEEL PIP 0.2-- INCH THICKNESS LF 346. ;z 42. 00 S 3 -cc 619 24-INCH STEEL CASING 0.25-INCH THICKNESS LF I58. 97-cp S / ba 132 619 30-INCH STEEL CASING, 0.25-INCH THICK LF 58. {SS" Ott S O O GNESS 133 619 ICONNECT TO EXISTING 24-INCH STEEL FORCE MAIN EACH 2. 3kiw. DU f % 134 619 CONNECT TO EXISTING 30-INCH STEEL CASING EACH I. / Mov f /94V m 135 619 BLOW -OFF PUMPING TO SANITARY SEWER RPA) IS 1. SgaacD S SSav -w 136 619 SANITARY SEWER BYPASS PUMPING AB FORCE IS 1. l 5-M.Otf S H-600 C 137 619 SANITARY SEWER BYPASS PUMPING XELDER SS IS 1. //S00.19 f //Sv 138 619 HYDROSTATIC TESTING 16-INCH BDPE FORCE MAIN IS 1. /SOO- W S /500 139 619 HYDROSTATIC TESTING 24-INCH STEEL FORCE MAIN AND BUTT STRAPS IS 1. S 4AV 'et 140 619 ICORPOSION CONTROL TEST STATION EACH 3. A00.00 f -Novo 141 619 24-INCH SANITARY SEWER CIPP, 0.50-INCH THICKNESS LF 1,944. /5 0 sA;3Sh0 142 619 2-INCH ADWACUUM VALVE VAULT EACH 3. /l Stxl.00 S 3 O.o 143 619 10-INCH BLOW OFF ASSEMBLY EACH 2. . O S 71600- 144 622 WHEEL STOP EACH l4. 35.00 S O -co 145 623 2-INCH, SCHEDULE 40 PVC CONDUIT AND FTITINGS LF 850. ,S0 S 0 s 146 623 6-INCH CLASS 50 DUCM7 E IRON PIPE, SLEEVING LF 650. .ZS,00 f Gr AD 147 623 8-INCH CLASS 50 DUCTI.E IRON PIPE, SLEEVING LF 220. . z.tX3 S 04D - 148 623 10-INCH ROUND VALVE BOX AND STAKE ASSEMBLY EACH 38. 00 S /�%OO 149 626 MOBILIZATION IS I. pSO, / ,O! S 0 150 630 CONSTRUCTION TRAFFIC CONTROL LS L f p-5'aw.00 - f 105W ce 151 630 CONCRETE BARRIER (TEMPORARY)LF 0. -' f - Page 4 of 5 P ecti EAST PROSPECT ROAD IMPROVEMENTS - Road Closed (Powdre River Bridge to Somndt View Drive) Owner: CTTY OF FORT COLLINS ADDENDUM 03 Bid Tab NO. REF. NO. CONTRACT TTEM UNIT QEST. UNIT PRICE COST TOTALS s 5 S-3 Page 5 of 5 9. PRICES The foregoing prices shall include all labor, materials, transportation, shoring, removal, dewatering, overhead, profit, insurance, etc., to cover the complete Work in place of the several kinds called for. Bidder acknowledges that the OWNER has the right to delete items in the Bid or change quantities at his sole discretion without affecting the Agreement or prices of any item so long as the deletion or change does not exceed twenty-five percent (25%) of the total Agreement Price. RESPECTFULLY SUBMITTED: Don Kehn Construction Inc. CONTRACTOR BY: Dan Kehn D�aALL _ 2/22/06 Signature Date Vice -President Title License Number (If Applicable) (Seal - if Bid is by corporation) Attest: It Address Telephone { o Email Fort Collins. CO 80528 970.226.4111 7/96 Section 00300 Page 10 SECTION 00410 BID BOND KNOW ALL MEN BY THESE PRESENTS: that we, the undersigned Don Kehn Constr., Inc. as Principal, and as Surety, are hereby held and firmly bound unto the City of Fort Collins, Colorado, as OWNER, in the sum of $ Five Percent of the* for the payment of which, well and truly to be made, we hereby jointly and severally bind ourselves, successors, and assigns. THE CONDITION of this obligation is such that whereas the Principal has submitted to the City of Fort Collins, Colorado the accompanying Bid and hereby made a part hereof to enter into a Construction Agreement for the construction of Fort Collins Project, 5958 East Prospect Road Improvements. NOW THEREFORE, (a) If said Bid shall be rejected, or (b) If said Bid shall be accepted and the Principal shall execute and deliver a Contract in the form of Contract attached hereto (properly completed in accordance with said Bid) and shall furnish a BOND for his faithful performance of said Contract, and for payment of all persons performing labor or furnishing materials in connection therewith, and shall in all other respects perform the Agreement created by the acceptance of said Bid, then this obligation shall be void; otherwise the same shall remain in force and effect, it being expressly understood and agreed that the liability of the Surety for any and all claims hereunder shall, in no event, exceed the penal amount of this obligation as herein stated. The Surety, for value received, hereby stipulates and agrees that the obligations of said Surety and its BOND shall be in no way impaired or affected by any extension of the time within which the OWNER may accept such Bid; and said Surety does hereby waive notice of any such extension. Surety Companies executing bonds must be authorized to transact business in the State of Colorado and be accepted by the OWNER. * Total Amound Bid -------- (--------- 5%---------- ) 7/96 Section 00410 Page 2 SECTION 00420 STATEMENT OF BIDDER'S QUALIFICATIONS All questions must be answered and the data given must be clear and comprehensive. This statement must be notarized. If necessary, questions may be answered on separate attached sheets. The Bidder may submit any additional information he desires. 1. Name of Bidder: Don Kehn onstruction Inc 2. Permanent main office address: 6550 South County Rd. 5, Ft. Collins, CO 80528 3. When organized: 1965 4. If a corporation, where incorporated: State of Colorado 5. How many years have you been engaged in the contracting business under your present firm or trade name? 40 6. Contracts on hand: (Schedule these, showing the amount of each contract and the appropriate anticipated dates of completion.) Legacy Heights $1 563 000 00 5/15106 Ritchie Bros Auction Site $2,530,000.00 5/30/06 7. General character of Work performed by your company: Earthwork, Asphalt Paving, Utilities, Rotomilling and Concrete Curb and Gutter. 8. Have you ever failed to complete any work awarded to you? No If so, where and why? 9. Have your ever defaulted on a contract? No If so, where and why? 10. Are you debarred by any government agency? If yes list agency name. No 7/96 Section 00420 Page 1 11. List the more important projects recently completed by your company, stating the approximate cost of each, and the month and year completed, location and type of construction. Owens-Illinois Roadway Weld Cty, $567,410 7/05 Grdg. Pvg. Util. H R Ranch - Cheyenne, WY $910,161 8 05 Grdg. Pvg. Util. CR54 Larimer Cty $940,000 9 04 Grdg. Pvg. Util. Drake Ziegler Improvements Grdg. Pvg. Util. Rot--om-i-fl—ing 12. List your major equipment available for this contract. See attached list. 13. Experience in construction Work similar in importance to this project: Same as #11 14. Background and experience of the principal members of your organization, including officers: Don Kehn, President Heavy & Highway Construction 46 years Dan Kehn, Vice -President Heavy & Highway Construction 26 years 15. Credit available: $ As required 16. Bank reference: Chase Bank Rita Glaser, Officer 17. Will you, upon request, fill out a detailed financial statement and furnish any other information that may be required by the OWNER? Yes 18. Are you licensed as a General CONTRACTOR? Yes If yes, in what city, county, and state? Ft. Collins, Larimer Cty, CO What class, license and numbers? Earthwork, Paving, Utilities, Concrete 19 Do you anticipate subcontracting Work Contract? Yes p/ If yes, what percent of total contract? and to whom? See list under this 20. Are any lawsuits pending against you or your firm at this time? No IF yes, DETAIL 7/96 Section 00420 Page 2 21. What are the limits of your public liability? DETAIL $1,000,000.00 Each Occurance $2,000,000.00 Aggregate What company? Travelers Indemnity Co. 22. What are your company's bonding limitations? 23. The undersigned hereby authorizes and requests any person, firm or corporation to furnish any information requested by the OWNER in verification of the recital comprising this Statement of Bidder's Qualifications. Dated at Fort Collins this 22nd day of February , 20 06. Don Kehn Construction Inc. Name of Bide By: Dan Kehn Title: Vice -President state of Colorado County of Larimer Dan Kehn being duly sworn deposes and says that he is Vice -President of Don Kehn Construction Inc. and that (name of organization) the answers to the foregoing questions- and all statements therein contained are true and correct. Subscribed and sw rn to befo me this 22nd day of Notary ublic Karen udell 3008 N. Duffield Loveland, CO 80538 My commission expires 11/18/09 February 20 06 q.[ � f 7/96 Section 00420 Page 3 SECTION 00430 SCHEDULE OF SUBCONTRACTORS List all subcontractors for the work items listed below and all subcontractors performing over l00 of the contract. W� SUBCONTRACTOR C'�'7� f%/�/ice/�� ii/iti % C29 �t ri.%/✓/S f�/Ii✓JG.t S/��trN/2� TL Srw�.ti li^ sir G si 7-4e FG2 �j 7/96 Section 00430 Page 1 SECTION 00410 BID BOND KNOW ALL MEN BY THESE PRESENTS. that we, the undersigned Don Kebn Construction, Inc. as Principal, and as*Surety, are hereby held and firmly bound unto the City of Fort Collins, Colorado, as OWNER, in the sum of $ Lve„* Rer{edn-t af_the xStootal)for the payment of which, well and truly to be made, we hereby jointly and severally bind ourselves, successors, and assigns. THE CONDITION of this obligation is such that whereas the Principal has submitted to the City of Fort Collins, Colorado the accompanying Bid and hereby made a part hereof to enter into a Construction Agreement for the construction of Fort Collins Project, 5958 East Prospect Road Improvements. NOW THEREFORE, (a) If said Bid shall be rejected, or (b) If said Bid shall be accepted and the Principal shall execute and deliver a Contract in the form of Contract attached hereto (properly completed in accordance with said Bid) and shall furnish a BOND for his faithful performance of said .Contract, and for payment of all persons performing labor or furnishing materials in connection therewith, and shall in all other respects perform the Agreement created by the acceptance of said Bid, then this obligation shall be void; otherwise the same shall remain in force and effect, it being expressly understood and agreed that the liability of the Surety for any and all claims hereunder shall, in no event, exceed the penal amount of this obligation as herein stated. The Surety, for value received, hereby stipulates and agrees that the obligations of said Surety and its BbND shall be in no way impaired or affected by any extension of the time within which the OWNER may accept such Bid; and said Surety does hereby waive notice of any such extension. Surety Companies executing. bonds must be authorized to transact business in the State of Colorado and be accepted by the OWNER. *Employers Mutual Casualty Company 7/96 Section 00410 Page 2 IN WITNESS WHEREOF, the Principal and the Surety have and seals this 22nd day of February , 20061 corporations have caused their corporate seals to be presents to be signed by their proper officers, the forth above. PRINCIPAL SURETY Name: nkn. Kehn_Construction, Inc. Address: 6550 S. county. Road 5 (,Fort Collins. 00 80528 By: Xl-� Title: ATTEST: By: (SEAL,) hereunto set their hands and such of them as are hereto affixed and these day and year first set Employers Mutual Insurance Company „t JC04us 8181 E. Tufts Ave., Suite,yp`� P j Denver, C0 80737 By: lorietta Acosta.. Attorne In -Fact Title- y- �e�,_,,,.M1,-• (SEAL) 7/96 Section 00410 Page 3 Pmiect: EAST PROSPECT ROAD IMPROVEMENTS - Under Traffic (Poadre River Bridge to Summit View Drive) Own re : CITY OF FORT COIJANS ADDENDUM #3 Bid Tab YfBM NO. REF. NO. CONTRACT ITEM UNIT EST. QUAN UNIT PRICE COST 1 201 CLEARING AND GRUBBING IS 1. / %e . 0 o S l`%JrOIJ bb 2 202 REMOVAL OF OBMRUC17ONS LS 1. a6 'ov f gsot, -00 3 202 REMOVAL OF INLETS EACH 1. SO.OU S 4 202 REMOVAL OF BUILDING STRUCTURE LS 1.04 35-A ow S 3 Soa -cc 202 REMOVAL OF PIPE LF 1,997. 7,CPO f I'M so 6 202 REMOVAL OF ASPHALT PAVEMENT SY 17 , S 7 202 ASPHALT MILLING 0 B4CH TO 3 IN SY 1,302. , 60 S .7083-20 8 202 REMOVAL OF BARBED WIRE FENCE LF 5,788. r - S -Ix 202 REMOVAL OF BUCK & RAIL FENCE IF 1,857. q57 S / - 10 202 REMOVAL OF 2-RAIL FENCES LF 1 330. • /to s I I 202 REMOVAL OF MANHOLE EACH 1 1. 00, w s 900 -0 12 202 REMOVE TREES EACH 37. 150.m S 9-250 13 202 REMOVE AIR VAC EACH 2. /5-yy.ou S -_�6f7NJ 14 202 REMOVE OF SIDEWALK SY 26, • 00 S tz_ O Is 202 REMOVE CURB & GUTTER LF 34. 9,549 Is / 16 202 PLUG CULVERT EACH 2. & S 7,pc - 17 202 PLUG PIPE EACH 1. JcS. OIJ s 3z9V 18 203 UNCLASSIFIED I7ICAVATION CY 32,808. S 19 203 EMBANKMENT CY 48,823. rs S OS -S 20 203 MUCK EXCAVAT70N (AS DIRECTED BY THE ENGINEER CY 250. 00 S SSOO - 21 203 D023NG ASDIRECPEDBYENGINEER HOUR 40. /4aOu s-%oc - 22 203 POTHOLING HOUR 32. 35 OV s '�O -D 23 206 STRUCTURE EXCAVATION CY 2,162. 2 r470 S Sy' -aj 206 STRUCTURE BACK[IL.L CLASS I CY 62T i/.O0 $ /3l 25 206 STRUCTURE BACKFB.L CLASS 2 CY 92. r 0 s S �% 26 206 MECHANICAL REINFORCFMIIdT OF SOIL CY 627. _16.-co s Af w 27 206 TYPE H BEDDING CY 350. S alw - 28 206 FILTER MATERIAL, CLASS A CY 410. 2 s S S o - 29 207 STOCKPILETOPSOH. 11,436. 2/•lO $27LAq& Jf 30 207 TOPSOIL 13,619. .5-0 S'F% is S 31 207 SOIL PRFFARATTONIFINE GRADING rACRE 12. 00- DA s 4 - 32 209 SILTFENCE 9 16. s /OS :j33 208 CONCRETE WASHOUT STRUCTURE L �sp40 00 S - - 34 209 STABTI CONSTRUCTION ENTRANCE EACH 2. 90O.00 S / 8,00 - 35 - 208 INLET PROTECTION EACH 9. /6'a t7V S 1350 -O 36 1 210 1ADJUST CITY OF FORT COLLINS WATER VALVE BOX EACH 1. .2-00• s -2G77 37 1 210 ADJUST CITY OF FORT COLLINS WATER MANHOLE EACH 3. 350. w S /aso 38 1 210 ADJUST BOXELDER MANHOLE EACH 5. O.Ov is m5o..0u Page 1 of 5 No Text Project: EAST PROSPECT ROAD IMPROVEMENTS - Under Traffic (Poudre Rivet Bridge to Summit View Drive) Owner. CITY OF FORT COLLINS ADDENDUM 83 Bid Tab NO. REF. NO. CONTRACT ITEM UNIT QUA UNIT PRICE COST 39 210 MODIFY BOXELDER MANHOLE EACH 3. 33joW $00 40 210 RELOCATE SIGN EACH 2. SO,cv s 500 41 210 RELOCATE MAILBOX EACH 1. .225,0✓ s .225 42 210 RESET BARB WIRE FENCE LF 1,567-ool i, tD 1 / :� 3 4 43 210 RESET BUCK & RAM FENCE IF 1,010. f A/7/ - 44 210 RESET GATE EACH 1 * - 45 210 IRRIGATION REPAIR E LS L 30c" 00 s 3-300 _ 46 212 SEEDING(SEED MIX A ACRE 4. jl7$,00 s AZ3-% 47 212 SEEDING SEED MIX B ACRE 5. #79490 s * /2 S 48 212 SEEDING SEED MCC ACRE 1. S200 s . /36 S 49 212 SEEDING(SEED MIX D ACRE 0 // .00 Is .133 ' so 213 MULCH FREE HA ACRE 11.5 s 41$9/ 74 51 213 MULCH OODCHIP SF 230. /• CIO f 230 - 52 213 HYDRO MULCH ACRE 0 / 7s, - f .2S5-- 53 213 MULCH TACKEnER LB 2,302. . 30 f 1090 54 213 WEED BARRIER SF 230. , 3o f 55 213 STEEL EDGING LF 40. 3, OD $ /.2.0 - 56 214 TREES EACH 48. 32S.0t7 1 /5l&n 57 214 SHRUBS 10 CU. IN, EACH 170. .32,00 s tyro 58 214 SHRUBS CUTTINGS EACH 301. I s" oU 1 -o 59 215 TRANSPLANT CONIFEROUS TREE 8 EACH 1. 6-tk7.00 s .500 -p 60 304 AGGREGATE BASE COURSE CLASS6 TON 8,062. IA.Sf7 f/00775r0 61 304 RECYCLED ASPHALT CY 265. /3 SP f 3577 -s 62 403 HOT BIIUMINOUS PAVEMENT GRADINGS 100 64-28 TON 3,552. #2, 9z, $/S2025 63 403 HOT BITUMINOUS PAVEMENT GRADING SO 100 58-28 TON 5750. 3 `360 s.2 00 64 412 CONCRETE PAVEMENT 6INCOLOREDYOSEMrrEBRO SY 155. S 6,00 65 501 SHEET PILE SF 520. S'.00 1 zudv {U 66 503 DRILLED CAISSON 30 LF 554. Jr- $ , OD f32.S -co 67 504 STONE VENEER SF 795. od IS 2/ 68 506 GROUTED RUM" TYPE H 24-IN CY 1,150. .OD 1 1 SD- 69 506 RIPRAP TYPE M 12-IN CY 9. w1op s 70 506 RIPRAP TYPE L IN CY 2. '70, D f / fig pb 71 506 RWRAPTYPE VL 6- CY 5. O.t7D f 36'0 72 506 GROUTED BOULDERS CY 330. ,Ol 1 rat/jf0 73 506 RIPRAP SPECIAL 12- CY 738. 96. m f 44 % -0 74 514 IPIPERAMING ANODIZED AL LF 178. /baOD Lzg�* 75 515 WATERPROOFING SY 780. / ,sD f 7. {' 76 601 CONCRETE CLASS D RIDGE CY 58s.Aga DD t2704en _ Page 2 of 6 Ppr (er. FAST PROSPEcr ROAD IMPROVEMEM - under Tram (Poodre River BrWV to Summit View Drive) Owner, CrfY OF FORT COLLINS ADDENDUM #3 Bid Tab QM REF. NO. CONTRACT ITEM UNIT Q T. UNIT PRICE COST 77 601 STRUCTURAL CONCRETE COATING SY 486. AX-so SWAB cz 78 601 CONCRETE E111CASEb4ENT SPECIAL LF 19& 06;OO S %0 -cc 602 REINFORCING STEEL LB 15,790. S &V7 8D 1 602 REINFORCING STEEL (EPDXY COATED) LB 56,428. f 7,6�77- 81 603 18INCH REINFORCED CONCRETE PIPE CB' LF 123. 40, D S .3Z 82 603 18 INCH RUBBER GASKET REINFORCED CONCRETE PIPE CIP LF 326. f 13p7a 19 83 603 18 INCH REINFORCED CONCRETE END SECTION EACH 3. 54, o o f /4,9JJ 84 603 21 INCH REINFORCED CONCRETE PIPE CIP LF 25. S 114g 85 603 121 INCH RUBBER GASKET REINFORCED CONCRETE PIPE CIP LF 86. 47,7Y f to S 86 603 24 INCH REINFORCED CONCRETE PIPE LF 17. f -7 - 87 603 24 INCH RUBBER GASKET REINFORCED CONCRETE PIPE CEP LF 237. 4 S 15*1 - D 88 603 24 INCH REINFORCED CONCRETE END SECTION EACH 4. kAe. 0 V S a 0o -04 603 30INCH RUBBER GASKET REINFORCED CONCRETE PIPE CIP IF 486. S ��%i�O� 90 603 30 INCH REINFORCED CONCRETE END SECTION EACH 1. /'.S p 7S, O ✓ $ G / S' 91 603 36 INCH RUBBER GASKET REINFORCED CONCRETE PIPE CIP IF 367. G 9,co s_CO 92 603 36 INCH REINFORCED CONCRETE END SECTION EACH L ry /A.00 I s 93 603 14 x 23 E i IMCAL RCP CIP IF 77. , OJ s 3 -1Ai 94 603 14 x 23 ELLIPTICAL RCP END SECTION EACH L 4%%SO t) S 'a -?0 95 604 IINLET, SPECIAL 2 EACH I. O. d s 3 g,*> 96 604 INLET, SPECIAL 4 EACH L s f%qo tx 97 604 AREA INLET IA, WITH GRATE EACH I. cock OU s -LSOO Gb 98 604 AREA INLET 7, WITH GRATE EACH 1. 2 O m o o S Agoo --v 99 604 MANHOLE, 6-FOOT EACH 4. 34m, op s l tU 100 604 MANHOLE,5-FOOT EACH 3. 00 S '955"V 101 604 MANHOLE, 5-FOOT SPECIAL. PD-10220 EACH I. 36cavo s 36429 102 604 MANHOLE, 4-FOOT EACH I. s / 103 604 CONCRETE HEADWALL Ls I. ogw-co s / 104 606 IMPACT ATTENUATOR, SAND FILLED BARREL, TEMPORARY EACH 4. -29w,00 f 2o0 105 606 BRIDGE SPECIAL LF 234. .06 S A 106 607 FENCE, BARBED WIRE WITH METAL POSTS 4-STRAND IF 1,567. , s w 7 107 607 FENCE SINGLE RAIL LF 4,939. O s 108 607 BARBED WIRE GATE, I6FOOT EACH 1. 109 608 CONCRETE SIDEWALK 6IN SY 26. s- f 110 608 CONCRETE TRAIL 5 ERMES SY 4,431. d s Zz) 55' Ill 608 CONCRETE TRAIL 8IN ERMES SY 71. `O 6aiJ0 s 44 sao 1l2 608 SIDEWALK RAMP, TYPE 2A SY 1. 4P.009 S pG {y 113 609 CURB AND GUTTER, TYPE 2, SEMON IB LF 431. l.?,SD s 5 97 Sc 1 l4 609 CURB AND GUIIER, TYPE 2, SECTION EB LF 5,402. 11. `3 s � -94 Page 3 of 5 proicd: EAST PROSPECT ROAD IMPROVEMENTS - Under Traffic (Poudre River Bride to Sansk View Drive) Owner: CITY OF FORT COLIMS ADDENDUM #3 Bid Tab rEM NO.115 REF. NO. CONTRACT' ITEM UNIT QUA UNIT PRICE COST 610 COLORED CONCRETE MEDIAN COVER 4" SF 1,516. S O f %/ 3�10 116 610 COLORED CONCRETE MEDIAN COVER, BRIDGE SF 2,106. /3.50 S.26- 01 - 117 612 DELINEATOR E EACH 15. T I,SJ f 12.2- s 118 612 DELINEATOR EACH 16. 100 S 3Z O 119 613 2 INCH CONDUIT LF 702. 3 • %D f 2S 120 613 4INCH CONDUIT LF 585. f 77-2 121 613 5 INCH CONDUIT LF 585. S 66 122 613 6INCH CONDUCT LF 234. 3, f 311 - 123 613 CONCRETE FOOTING FOR SCULPTURE, 24-INCH EACH 4. f � Od -de 614 SIGNS (RUNNING DEER NATURAL AREA PARKING EACH 7. OU f � *50 - 125 615 EMBANKMENT PROTECTOR TYPE 5 REMOVE AND REPLACE EACH i. S �L7 C27 126 618 PRESTRESSED CONCRETE SLAB SL18 /GIRDERS SF 8�40. .SD -Jo3/ O 127 619 16-INCH HDPIF, DR 17 LF 877. Jr rSD f 5-/ 128 619 16-94M HDPE, DR 11, 90 DEGREE ELBOW EACH 1. IA9, 00 f D 129 619 CONNECT TO E7OSTMG 16-INCH HOPE FORCE MAIN EACH 2. 3.2SA oD f 00 130 619 24-DICH STEEL PIPE, 025-INCH THICKNESS LF 346. ? O S 131 619 24INCH STEEL CASING, 025-INCH THICKNESS LF 158. .O S /oD 2- 132 619 30-INCH STEEL CASING, 025-INCH THICKNESS LF 58. JrS S b - 133 619 CONNECT TO EXISTING 24INCH STEEL FORCE MAIN EACH 2. 34m o D S 72,04 134 619 CONNECT TO EXISTING 30-INCH STEEL CASING EACH 1. 194pe ag S / 135 619 BLOW -OFF PUMPING TO SANITARY SEWER RPA) is L 5WP Vo S 136 619 SANITARY SEWER BYPASS PUMPING AB FORCE LS L Ii SDO.OU f l to 137 619 SANITARY SEWER BYPASS PUMPING XELDER LS 1. f 139 619 HYDROSTATIC TESTING 16-INCH HOPE FORCE MAIN LS 1. % S Jr 139 619 HYDROSTATIC TESTING 24INCH STEEL FORCE MAIN AND BUTT STRAPS IS I. S 140 619 CORROSION CONTROL TEST STATION EACH 7. S OTJ 14t 619 24INCH SANITARY SEWER CIPP, 0.50.INCH THICKNESS LF 1,944. S 142 619 2-INCH AIR/VACUUM VALVE VAULT EACH 3. // . Lb S 34aV0-O 143 619 I0.INCH BLOW OFF ASSEMBLY EACH 2. 3r f %� 144 622 WHEELSTOP EACH 14. .73,f.0 S WV Cb 145 623 2-INCH, SCHEDULE 40 PVC CONDUIT AND FITTINGS LF M. �7, S SO 146 623 6-INCH CLASS 50 DUCTILE IRON PIPE, SLEEVING LF f / OD - 147 623 8-INCH CLASS 50 DUCDLE IRON PIPE SLEEVING LF f 0+- 146 623 10.1NCH ROUND VALVE BOX AND STAKE ASSEMBLY EACH unge 149 626 MOBRJZATTON LS S/150 630 CONSTRUCDON TRAFFIC CONTROL LS S151 630 CONCRETE BARRIER TEMPORAR LFS /3s'EO Page 4 of 5 EAST PROSPECT ROAD DNPROVEMENTS - Under Trdk (Pandre Rim Bridp to Sm� t View Drive) Own" CITY OF FORT COLLINS ADDENDUM #3 Bid Tab ITEM NO. REF. NO. CONTRACT ITEM UNIT EST. QUAN UNIT PRICE COST TOTALS s 3 gZz Page 5 of 5 Proiat: EAST PROSPECT ROAD IMPROVEMENTS - Road Cim" (Poodre River Bridge to Summit View Drive) Ohm : CITY OF FORT COLLINS ADDENDUM N3 Bid Tab ITEM NO. REF. NO. CONTRACT ITEM UNIT QUAN UNIT PRICE COST 1 _ 201 CLEARING AND GRUBBING IS 1. / f 2 202 REMOVAL OF OBSTRUCTIONS IS I. g� D f 3 202 REMOVAL OF INLETS EACH 1. f 0 r0 4 202 REMOVAL OF BUILDING STRUCTURE IS 1. 4J0 f 00 - 5 202 REMOVAL OF PIPE LF 1,997. 6 202 REMOVAL OF ASPHALT PAVEMENT SY 16 892. 7 202 ASPHALT MILLING 0INCH TO 3IN SY 1,302. r l7t 8 202 REMOVAL OF BARBED WIRE FENCE LF 5,788. . 9 202 REMOVAL OF BUCK & RAIL FENCE (STOCKPILE)LF 1,957. 10 202 REMOVAL OF 2-RAIL FENCE S7OCKP IF 330. f 3,� - 11 202 REMOVAL OF MANHOLE EACH 1. pi•Op f 9pp -0 12 202 REMOVE TREES EACH 37. 5007 S SO - 13 202 REMOVEATRVAC EACH 2. op D f 5pOd -O 14 202 REMOVE OF SIDEWALK SY 26. f 15 202 REMOVE CURB & GUTTER LF 34. f 9 16 202 PLUG CULVERT EACH 2. - Or f p0 17 202 PLUG PIPE EACH 1. ,3ZS - f 18 203 UNCLASSff1ED EXCAVATION CY 32,808.- 19 203 EMBANKMENT CY 48,823. 4.56 f 20 203 MUCK EXCAVATION AS DIRECTED BY THIN ENGINEER CY 250. �.i' O f `J Q7 21 203 DOZING AS DIRECTED BY ENGINEER HOUR 40. lVa OO f S <D 22 203 POTHOLING HOUR 32. - f 18-20 - 23 206 STRUCTURE EXCAVATION CY 2.162 �/•co f S 24 206 STRUCTURE BACKFI.L (CLASS 1) CY 627. �)•f.T7 $/3/ % 25 206 STRUCTURE BACKFI.L CLASS 2 CY 92. f 15 26 206 MECHAMCAL REINFORCEMENT OF SOIL CY 627. S SGt7 f - 27 206 TYPE I BEDDING CY 350. :Z3.lop S gel 28 206 FILTER MATERIAL, CLASS A CY 410. 29 207 STOCKPILE TOPSOIL CY 11,436. sA 30 207 TOPSOIL CY 13,619. f - 31 207 SOIL PREPARAHTONIFINE GRADING ACRE 12. /-SAn vv S I 9,6,w - 32 208 SILT FENCE LF 9 16. r S 33 208 CONCRETE WASHOUT STRUCTURE EACH 1. S.p ICU f /Sop 34 208 STABILIZED CONSTRUCTION ENTRANCE EACH 2. Op.pc' S 35 208 INLET PROTECTION EACH 9. ispoo is 3.50 36 210 ADJUST CITY OF FORT COLLINS WATER VALVE BOX EACH 1. f O - 37 210 ADJUST CITY OF FORT COLLINS WATER MANHOLE EACH 3. •od is /0,4 v_o 38 210 ADJUST BOXELDER MANHOLE EACH 5. .:�y'p.00 It (Is"o-O Page 1 of 5 Proicet: EAST PROSPECP ROAD DAPROVEMENTS - Road Cbsed (Peadre River Bridge to Saaodt Vbw Drive) Owner: CITY OF FORT COLUNS ADDENDUM k3 Bid Tab rum NO. REF. NO. CONTRACT ITEM UNIT EST. AN COST 39 210 MODIFY BOXELDER MANHOLE EACH 3. VUNffPRICE f4 0040 210 RELOCATE SIGN EACH 2.S 0 41 210 RELOCATEMAILBOX EACH 1.42 210 RESET BARB WIRE FENCE LF 1 7.- 43 210 RESET BUCK & RAIL FENCE LF 1,010. S`- 44 210 RESET GATE EACH 4. Z f - 45 210 IRRIGATION REPAIR LS 1. Pa al s - 46 212 SEEDING SEED MIX A ACRE 4. . OP S ' 2 - 47 212 SEEDING SEED MIX B ACRE 5. $(o /2. -6 48 212 SEEDING SEED MIX C ACRE L 50. 00 S 3 /o .S 49 212 SEEDING (SEED MIX D ACRE 0. J f - 50 213 MULCH FREE HA ACRE I L 51 213 MULCH(WOOD CHIP SF 230. O S .Z - 52 213 HYDRO MULCH ACRE 0 f J� - 53 213 MULCHTACKIFIER LB ' 30 f 54 213 WEED BARRIER SF 230. 30 S 47q -O 55 213 STEEL EDGING LF 40. 3.00 s /•zO - 56 214 TREFS EACH 48. .00 f $ 57 214 SHRUBS 10 CU. IN. EACH 170. ` .On S O - 58 214 SHRUBS (CUTTINGS) EACH 301. /S. s *5/ 5-O 59 215 TRANSPLANT CONIFEROUS TREE 8 EACH I. O• aO s SOO -O 60 304 AGGREGATE BASE COURSE CLASS TON 7,769. / S / 61 304 RECYCLEDASPHALT CY 265. i3.S70 s 3$ 62 403 HOT BITUMINOUS PAVEMENT GRADING S 100 64-28 TON 3,552. `7- S/ :t7 - 67 1 403 HOT BITUMINOUS PAVEMENT GRADING SG 100 58-28 TON 5,532. - 64 412 CONCRETE PAVEMENT 6 INCHCOLORDYOSEMITEBROWN) SY 155. J S 65 501 SHEETPI.E SF 520. _4T.ev sIfloo 66 503 DRILLED CAISSON 30IN LF 554. .W I sazCilf-cz 67 504 STONE VENEER SF 795. too, Ov s 1{ %NF 68 506 GROUTED RIPRAP TYPE H 24- CY 1,150. �• s O S SO 69 506 RIPRAP TYPE M 12-IN CY 9. O s (030 co 70 506 RIPRAP TYPE L (9-INC CY 2. O -OJ s i - 71 506 RIPRAP TYPE VL 6-IN CY 5. f 72 506 GROUTED BOULDERS CY 330. / OD S 5 / -0 73 506 RIPRAP SPECIAL 12- CY 738. f P2 73y- 74 514 PIFE RAH.ING ANODI2FD AL IF 178. , OD s9vfAp- 75 515 WATERPROOFING E SY 780. Q2 Sp s 177SO- 76 1 601 CONCRETE CLASS D(BRIDGE) CY 588. gA0.00 I Sa O'%�v Page 2 of 5 Prpket: EAST PROSPECT ROAD IMPROVEMENTS - Road Cbsed (Poadre River Bri fte to Summit View Drive) Owner: CITY OF FORT COWNS ADDENDUM N3 Bid Tab ITEM NO. REF. NO. CONTRACT ITEM UNIT EST. UNIT UNIT PRICE COST 77 601 STRUCTURAL CONCRETE COATING SY 486.0( s /:L393 -W 78 601 CONCRETE ENCAsmwOsxr SPECIAL IF - 198. d5 nv s/2970- REINFORCING STEEL LB 15 790. bZL s 73 7 -S REINFORCING STEEL XY COATED LB 56,429. /.3S" S - T IS INCH REINFORCED CONCRETE PIPE CIP LF 123. 4O. / d s 3 18 INCH RUBBER GASKET REINFORCED CONCRETE PIPE C LF 326. o ./0 s 181NCH REINFORCED CONCRETE END SECTION EACH 3. S 2 - 84 603 21 INCH REINFORCED CONCRETE PIPE CIP LF 25. s s - 85 603 21 INCH RUBBER GASKET' REINFORCED CONCRETE PIPE CIP IF 96. r s I D - 86 603 24 INCH REINFORCED CONCRETE PIPE CI IF 17• 0 s - 87 603 24 INCH RUBBER GASKET REINFORCED CONCRETE PIPE CIP LF 237. 0 s its - 88 603 24 INCH REINFORCED CONCRETE END SECTION EACH 4. o't , DO s a - 89 603 30 INCH RUBBER GASKET REINFORCED CONCRETE PIPE CIP LF 486. $ s� 7.30 -in 603 130INCH REINFORCED CONCRETE END SECTION EACH I. S . w s eo' Vp 91 603 36INCH RUBBER GASKET REINFORCED CONCRETE PIPE CIP IF 367. $53:73 -o 92 603 36INCH REINFORCED CONCRETE END SECTION EACH L 470 s 726- 93 603 14 x 23 ELLIPTICAL RCP CIP LF 77. S/, 00 s O 94 603 14 x 23 I LLEFTTCAL RCP END SECTION EACH I. loo s *75 95 604 DR", SPECIAL RTLET2 EACH 1. 2900•00 s 36cw 96 604 INLET, SPECIAL. 4 EACH L 41a".6p s 97 6D4 AREA INLET IA, WITH GRATE EACH L s ASVo 98 604 AREA INLET 7, WITH GRATE EACH L co,op s Atop 99 604 MANHo 6-FOOT EACH 4. 36wvo s 14gvv 100 604 MANHOLE, 5-FOOT EACH 3. $SO.O s 16-6,40 101 604 MANHOLE, S-FOOT SPECIAL PD-10220 EACH 1. 34,cazo s 2l kV -01 102 604 IMANHOLF, 4-FOOT EACH L % S0. 00 s l .SO 103 604 CONCRETE HEADWALL CIP LS L / S 104 606 IMPACT ATTENUATOR, SAND FILLED BARREL, TEWORARY EACH 0. _ s — - 105 606 BRIDGE RAIL, SPECIAL IF 234. S4w[$4491-50 106 607 PENCE, BARBED WIRE WITH METAL POSTS 4-STRAND LF 1,567. /.cls s zm - 107 607 FENCE, SINGLE RAIL LF 4,939. 3 • $ 2k 2- 108 607 BARBED WIRE GATE, 16-FOOT EACH I. .2 /2 J S .�'/2 109 608 CONCRETE SIDEWALK 6IN SY 26. a9• Y s 77C -7,0 608 CONCRETE TRAIL 5 ERMES SY 4,43E O+O J s ' -w 5 111 608 CONCRETE TRAIL 8 ERMES SY o•OJ $ �/1k0 112 608 SIDEWALK RAMP, TYPE2A SY A431. 9aod19 s clop 113 609 CURB AND GUTTER, WPE 2, SECTION NIB LF /So s5327- 114 609 CURB AND GUTTER, TYPE 2, SECTION IB LF 5,. i/- zx� S bW 7 72 -5 Page 3 of 5