The URL can be used to link to this page

Home My WebLink AboutRESPONSE - BID - 7127 COLLEGE HARMONY INTERSECTION IMPROVEMENTS FEDERAL AID PROJECT NO. STU M455-077r � ity Financial Services Cof Purchasing Division 215 N. Mason St. 2"d Floor PO Box 580 F6rt- uoilin:,03-4 Fort Collins. CO 80522 970.221.6775 970.221.6707 �Puir�Clhasiinq fcgov.com/purchasing ADDENDUM No. 3 SPECIFICATIONS AND CONTRACT DOCUMENTS Description of Bid 7127: College/Harmony Intersection Improvements Federal Aid Project No. STU M455-077 OPENING DATE: 3:00 P.M. (Our Clock) April 21, 2010 To all prospective bidders under the specifications and contract documents described above, the following changes are hereby made. CHANGE: Bid Opening Date Has Been Changed To April 21, 2010. Revisions to the Project Special Provisions: A. Revision to Section 420 - Geosynthetics The project special provision for "Geotextile (Crack Reduction) (High Density)" is deleted from the Project Special Provisions. Clarifications to the Project Special Provisions: A. Clarification to Section 609 — Curb and Gutter ■ Addendum #2 is revised to clarify when tie bars are required between the curb/gutter and the concrete pavement. Tie bars will not be required if curb and gutter is placed monolithic with the concrete paving. Tie bars will be required if there is a construction joint between the curb/gutter and the pavement. In both cases, the pan thickness along concrete paving will be the depth of the pavement which is 11 inches. Please contact John D. Stephen, CPPO, LEED AP, Senior Buyer at (970) 221-6777 with any questions regarding this addendum. RECEIPT OF THIS ADDENDUM MUST BE ACKNOWLEDGED BY A WRITTEN STATEMENT ENCLOSED WITH THE BID/QUOTE STATING THAT THIS ADDENDUM HAS BEEN RECEIVED. April 30, 2009 6 REVISION OF SECTIONS 105 AND 106 CONFORMITY TO THE CONTRACT OF PORTLAND CEMENT CONCRETE PAVEMENT (COMPRESSIVE STRENGTH CRITERIA) Table 106-3 TESTING SCHEDULE - ITEM 412 PORTLAND CEMENT CONCRETE PAVEMENT Minimum Testing Frequency Element Contractor's Quality Control Aggregate Gradation Minimum of 1/day, then 1/10,000 sq. yds... , and Fractured Faces Slump First three loads each day, then as needed for control. Compressive Strength, Air Content, Yield and Minimum of 1/day, then 1/2,500 sq. yds. Sand Equivalent Pavement Thickness I In accordance with subsection 412.21. Minimum of six transverse and six longitudinal joint Pull Test Joints locations for the 1 s` 2500 linear feet, then three transverse and three longitudinal' joints thereafter. Load Transfer Dowel Minimum of six transverse joint locations in each 2500 Bar Placement linear feet. Tining Depth 528 linear feet in each lane and shoulder wider than 8 feet. Water Cement Ratio First three loads each day, then 1/500 cu. yds. Rev 10/20/07 SECTION 00400 SUPPLEMENTS TO BID FORMS 00410 Bid Bond 00420 Statement of Bidder's Qualifications 00430 Schedule of Subcontractors Section 00410 Page 1 PROJECT: SECTION 00300 BID FORM City of Fort Collins Place 215 N. Mason St. Fort Collins, Co. 80522 Date 04/16/2010 1 . In compliance with your Invitation to Bid dated 03 18 , 20 10 and subject to all conditions thereof, the undersigned a (Corporation, 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 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: Liberty Mutual Insurance Co. 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. 001 through 003 Rev 10/20/07 Section 00300 Page 1 7127 College/Harmony Intersection Improvements Federal Aid Project No. STU M455-077 Addendum 2 Line Item p Line Item Description Estimated Quantities Unit Unit Price Total Cost 201-00000 Clearing and Grubbing 1 Ls 3,916.77 3,916.77 202-00019 Removal of Inlet 3 EA 395.76 1,187.28 202-00035 Removal of Pie 46 LF 23.82 1,095.72 202-00200 Removal of Sidewalk 1,683 Sy 1 1.84 3,096.72 202-00203 Removal of Curb and Gutter 6,792 LF 1.04 7,063.68 202-00210 Removal of Concrete Pavement 803 SY 3.42 2,746.26 202-00211 Removal of Median Cover 860 sY 2.50 2 150. 00 202-00220 Removal of Asphalt Mat 16,544 SY 4.37 72,297.28 202-00240 Removal of Asphalt Mat(Planing) 4,944 SY 1.44 7,119.36 202-00900 Removal of Concrete Footing (Signal Pole Base - To 36" 8 EA. 272.34 2,178.72 203-00010 Unclassified Excavation (Complete In Place 5,494 CY 4 • 33 23, 789.02 203-00100 Muck Excavation 100 CY 27.95 2,795.00 203-01596 Potholing With Surveying and Stationing of U/G Utilities 1 LS 9,545.21 9,545.21 207-00205 Topsoil 173 CY 14.13 2,444.49 207-00210 Stockpile Topsoil 595 CY 3.57 2,124.15 207-00405 Topsoil Special 830 CY 14.28 11,852.40 208-00003 Erosion Log Wattle (18 Inch) 12 EA 66.30 795.60 208-00020 Silt Fence 846 LF .84 710.64 208-00045 Concrete Washout Structure 4 EA 1,070.99 4,283.96 208-00050 Storm Drain Inlet Protection (Type 1 7 EA 29.14 203.98 208-00070 Stabilized Construction Entrance 4 EA 599.76 2,399.04 208-00205 Erosion Control Supervisor 75 HR 27.50 2,062.50 209-00000 Water (Irrigation) 4,000 GAL .33 1,320.00 210-00002 Reset Structure Brick Bollards 2 EA 1,127.09 2,254.18 7127 College/Harmony Intersection Improvements Federal Aid Project No. STU M455-077 Arid-d- � 210-00003 Reset Existinq Irrigation Backflow Preventer 2 EA 1,376.99 2,753.98 210-00004 Adjust Existing Irrigation Backflow Preventer 1 EA 204.00 204.00 210-00050 Reset Fire Hydrant 2 EA 4,258.47 8,516.94 210-00065 Reset Monument 1 EA 277.00 277.00 210-04010 Adjust Manhole 9 EA 484.75 4,362.75 210-04015 Modify Manhole 2 EA 994.49 1,988.98 210-04050 Adjust Valve Box 12 EA 242.37 2,908.44 210-04060 Adjust Water Meter 2 EA 403.92 807.84 212-00050 Sod 15,000 SF .46 6,900.00 304-06000 Aggregate Base Course (Class 5 or 6) 7,435 TON 13.71 101,933.85 403-00001 Hot Mix Asphalt Tem orar11" 135 TON 72.74 9,819.90 403-00720 Hot Mix Asphalt (Patching) (Asphalt) (6") 245 TON 127.36 31, 203.20 403-32821 Hot Mix Asphalt (Grading SG) (100) (PG 58-28) (4" Depth) 974 TON 52.21 55, 722.54 403-33851 Hot Mix Asphalt (Grading S) (100) (PG 64-28) (2" Depth) 487 TON 77.51 37 747.37 403-33852 Hot Mix Asphalt (Grading S) (100) (PG 64-28) (Y Depth)(Overlay) 85SI TON 77.00 65 835.00 412-00801 Concrete Pavement (8 Inch)(S ecial-Driveways) 193 SY 44.11 8,513.23 412-01100 Concrete Pavement (11 Inch) 11,930 SY 50.99 608, 310. 70 412-01101 Concrete Pavement (11 Inch) (Special- Crosswalks) 835 SY 92.96 77, 621.60 412-01102 Concrete Pavement (11 Inch) (Special -Raised Crosswalks) 118 SY 98.06 11,571.08 412-01120 Concrete Pavement (11 inch) (Fast Track) (24 Hour) 50 SY 35.86 1,793.00 412-01121 Concrete Pavement (11 inch) (Fast Track) (48 Hour) 50 sY 35.16 1,758.00 420-00500 Geotextile(Paving) 7,024 SY 1.76 12,362.24 506-01020 Geo rid Reinforcement 500 SY 3.22 1,610.00 603-01155 15 Inch Reinforced Concrete Pipe (Complete In Place) 51 LF 86.14 4,393.14 603-01185 18 Inch Reinforced Concrete Pipe (Complete In Place) 23 LF 38.35 882.05 7127 College/Harmony Intersection Improvements Federal Aid Project No. STU M455-077 Addendum 2 603-01245 24 Inch Reinforced Concrete Pipe (Complete In Place) 40 LF 109.09 4,363.60 604-16050 Inlet Type 16 (Single) (Special) 2 EA 4.003.47 8,006.94 604-16505 Inlet Type 16 Double 5 Foot 1 EA 604-19315 Inlet Type R L 15 15 Foot) 1 EA 7,627.51 7,627.51 604-30010 Manhole Slab Base 4' Diameter 10 Foot) 1 EA 1 , 657.49 1,657.49 604-30015 Manhole Slab Base 5 Diameter 15 Foot 1 EA 3,439.42 3,439.42 604-xxxxx Snout Structure 4 EA 693.60 2,774.40 605-00004 4 Inch Non -Perforated Pie Underdrain 210 LF 31.62 6,640.20 605-00040 4 Inch Perforated Pie Underdrain 1,992 LF 11.37 22, 649.04 608-00005 Concrete Sidewalk (Special -Thickened Ede 88 SY 43.76 3,850.88 608-00350 Concrete Sidewalk Colored 293 SY 42.90 12, 569. 70 608-00006 Concrete Sidewalk 6 Inch 1,111 SY 29.58 32 863. 38 608-00010 Concrete Curb Ramp 335 SY 103.71 34,742.85 608-10010 Sidewalk Drain 1 EA 1881.89 1.881.89 609-21010 Curb and Gutter Type 2 Section I-B) 1,149 LF 13.89 15, 959. 61 609-21011 Curb and Gutter Type 2 Section I-B Modified 2,772 LF 23,93 66,333.96 609-21020 Curb and Gutter Type 2 Section II-B 2,822 LF 15.92 44, 926.24 609-21011 Curb and Gutter Type 2 (Section I-M) 755 LF 13.79 10,411.45 610-00010 Median Cover Material Decorative 747 SF 7. 23m 5,400.81 613-00200 2 Inch Electrical Conduit 1,125 LF 4.28 4,815.00 613-00201 2 Inch Electrical Conduit - Irrigation Sleeve 410 LF 4.28 1,754.80 613-00300 3Inch Electrical Conduit 2,400 LF 4.69 11 256.00 620-00002 Field Office Class 2 1 EA 6,383.12 6,383.12 620-00020 Sanitary Facility 2 EA ] 14. 00 1,428.00 622-00270 Bollard 24 EA 193.80 4,651.20 7127 College/Harmony Intersection Improvements Federal Aid Project No. STU M455-077 Aaaenaum c 626-00000 Mobilization 1 LS 174,500.00 174,500.00 626-01000 Public Information Services 1 LS 439.99 439.99 627-00025 4 inch Pavement Markin Tape Removable 2,400 LF .25 600.00 630-80000 Construction Traffic Control Devices 1 LS 19.696.07 19,696.07 Flagging 1,600 Hour 22.95 36 720.00 630-00000 630-00012 Traffic Control Management Construction Traffic Sin Panel Size A) 134 15 Da EA 346.80 76.50 46,471.20 1 .147.5 0 63 880341 630-80342 Construction Traffic Sin Panel Size B Portable Message Sign Panel Concrete Barrier (Temporary) 15 90 300 EA EA/ Da LF 86.70 76.50 24.48 1,300.50 6 885.00 7,344.00 630-80359 630-80370 630-86800 Traffic Signal (Temporary) - College and Harmon Intersection 1 LS 27 776.40 27 776.40 630-86801 Traffic Signal (Temporary) - College and Mason Intersection FORCE ACCOUNT 1 LS 2 $ 55..69 26,855.69 700-70010 F/A Minor Contract Revisions F/A Partnering 1 1 FA FA $ 145,000.00 $ 5,000.00 $ 145,000.00 $ 5,000.00 700-70011 700-70014 F/A Incentive 1 FA $ 115,000.00 $ 115,000.00 700-70016 F/A Fuel Cost Adjustment 1 FA $ 25,000.00 $ 25,000.00 F/A Concrete Pavement Incentive F/A Asphalt Cement Cost Adjustment F/A OJT Colorado Training Program 1 FA $ 17,000.00 $ 17,000.00 1 FA $ 25,000.00 $ 25,000.00 1 FA $ 525.00 $ 525.00 F 700-70022 700-70380 1 F/A Erosion Control 1 FA $ 5,000.00 1 $ 5.000.00 TOTAL COST:Fs 2, 236 762 . Two Million, Two Hundred Th;rfy Six Thnncanrl� �-- — d c ern Niin r2r1 m wty Two nnl�ar TOTAL IN WORDS and Seventy Eight Cents 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: Lafarge North America dba Lafarge West, Inc. CONTRACTOR BY: Kenneth R. Ball 04/16/2010 i�Date General Manager Title 00239 License Number (If Applicable) (Seal - if Bid is by corporation) Attest: Patrese E. Yar ugh Address 00 N. Taft Hill Rd. Fort Collins, Co. 80521 Telephone 970 407-3600 Email ken.ball@lafarge-na.com Rev10/20/07 Section 00300 Page 5 SECTION 00410 BID BONA Lafarge North America, Inc. dba KNOW ALL MEN BY THESE PRBSENTS: that we, the undersigned Lafarge West, 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 (5%) of Amount Bidfor 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, 7127 College/Harmony Intersection Improvements Federal Aid Project No. STU M455-077. 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 foxce 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. ReVIMC107 Section 00410 Rage 2 IN WITNESS WHEREOF, the Principal and the Surety have hereunto set their hands and seals this 29th day of. March , 201Q, and such of them as are corporations have caused their corporate seals to be hereto affixed and these presents to be signed by their proper officers, the day and year first set forth above. PRITcxPAL Lafarge North America, Inc. Name: dba Lafarge West Inc ATTEST: By: (� o. SURETY 1400 American Lane Hy : (" Sandra E. Bronson Title: Attorney -in -Fact j/Cs F h r; (SEAL) Rev10120107 Section 00410 Page 3 i Financial Services City Purchasing Division 215 N. Mason St. 2"d Floor PO Box 580 'IF olions t Collins, CO 80522 ForOn 970.221.6775 970.221.6707 k P �rc ZIn fcgov.com/Purchasing ADDENDUM No. 2 SPECIFICATIONS AND CONTRACT DOCUMENTS Description of Bid 7127:,College/Harmony Intersection Improvements Federal Aid Project No. STU M455-077 OPENING DATE: 3:00 P.M. (Our Clock) April 16, 2010 To all prospective bidders under the specifications, and contract documents described above, the following changes are hereby made. CHANGE: A. Revision of Section 620, Field Facilities Line Item 620-00002 Field Office (Class 2);is added to the bid tab. I Pay Item Pay Quantity Pay Unit 620-00002 Field Office (Class 2) 1 EA B. Revision of Section 630, Traffic Control Line Item 630-80359 Portable Message Sign Panel Pay item is revised to EA / DAY on the bid tab. Pay Item Pay Quantity Pay Unit 630-80359 Portable Message Sign Panel 90 EA / DAY C. Revision of Force Account Line Item 700-70017 Concrete Pavement Incentive is added to the contract for Pavement Incentive Payment based on Compressive Strength Criteria in Standard Special Pay Item Pay Unit Unit Price Total Cost 700-70017 Concrete Pavement Incentive FA $17,000 $17,000 Revisions to the Project Special Provisions: A. Revision to Section 506 — Geosynthetics The project special for item 506-01020 Geogrid Reinforcement will meet the following specifications: • Minimum Mass per Unit Area: 5 OZ / SY • Minimum Peak Tensile Strength: 850 LB/ FT • Minimum Tensile Strength at 2% Strain: 275 LB / FT • Minimum Junction Efficiency: 90% Power of Attorney FIDELITY AND DEPOSIT COMPANY OF MARYLAND KNOW ALL MEN BY THESE PRESENTS: That the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, a corporation of the State of Maryland, by M. P. HAMMOND, Vice President, and GREGORY E. MURRAY, Assistant Secretary, in pursuance of authority granted by Article VI, Section 2, of the By -Laws of said y, which are set forth on the reverse side hereof and are hereby certified to be in full force and effect on the d ereby nominate, constitute and appoint Richard G. DICCIANI, Darella E. WHITE, D R rd A. JACOBUS, Mary C. O'LEARY, Sandra E. BRONSON, Maureen M ancy K. WALLACE, all of Philadelphia, Pennsylvania, EACH its true a n - make, execute, seal and deliver, for, and on its behalf as surety, a ts� e A and undertakings, and the execution of such bonds or undertakings in p tlib�e pre a "'��m___g upon said Company, as fully and amply, to all intents and purpose$�ha b %duj y t owledged by the regularly elected officers of the Company at its office in Baltimo3j , m sons. This power of attorney revokes that issued on behalf of Richard G. DICCIANI, Darella�D WHEELER, Richard A. JACOBUS, Mary C. O'LEARY, Sandra E. BRONSON, Maureen E. MCNEI e G. MCVAUGH, Nancy K. WALLACE, dated June 13, 2006. The said Assistant Secretary does hereby certify that the extract set forth on the reverse side hereof is a true copy of Article VI, Section 2, of the By -Laws of said Company, and is now in force. IN WITNESS WHEREOF, the said Vice -President and Assistant Secretary have hereunto subscribed their names and affixed the Corporate Seal of the said FIDELITY AND DEPOSIT COMPANY OF MARYLAND, this 20th day of June, A.D. 2006. ATTEST: FIDELITY AND DEPOSIT COMPANY OF MARYLAND 'gyp Dfpo'si ti �p O �, •wry ; W Gregory E. Murray Assistant Secretary M. P. Hammond Vice President State of Maryland 1 3 C v o Baltimore f ss. �. .Oth day of June, A.D. 2006, before the subscriber, a Notary Public of the State of Maryland, duly cominIS ' t ed'and qualified, came M. P. HAMMOND, Vice President, and GREGORY E. MURRAY, Assistant Secretary of ITY AND DEPOSIT COMPANY OF MARYLAND, to me personally known to be the individuals and officers in and who executed the preceding instrument, and they each acknowledged the execution of the same, and being �ytrnbAuly sworn, severally and each for himself deposeth and saith that they are the said officers of the Company aforesaid, "and at the seal affixed to the preceding instrument is the Corporate Seal of said Company, and that the said Corporate Seal and their signatures as such officers were duly affixed and subscribed to the said instrument by the authority and direction of the said Corporation. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my Official Seal the day and year first above written. IC• Maria D. Adamski Notary Public My Commission Expires: July 8, 2011 POA-F 156-0735 EXTRACT FROM BY-LAWS OF FIDELITY AND DEPOSIT COMPANY OF MARYLAND "Article VI, Section 2. The Chairman of the Board, or the President, or any Executive Vice -President, or any of the Senior Vice -Presidents or Vice -Presidents specially authorized so to do by the Board of Directors or by the Executive Committee, shall have power, by and with the concurrence of the Secretary or any one of the Assistant Secretaries, to appoint Resident Vice -Presidents, Assistant Vice -Presidents and Attorneys -in -Fact as the business of the Company may require, or to authorize any person or persons to execute on behalf of the Company any bonds, undertaking, recognizances, stipulations, policies, contracts, agreements, deeds, and releases and assignments of judgements, decrees, mortgages and instruments in the nature of mortgages,...and to affix the seal of the Company thereto." CERTIFICATE I, the undersigned, Assistant Secretary of 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 the Vice -President who executed the said Power of Attorney was one of the additional Vice -Presidents specially authorized by the Board of Directors to appoint any Attorney -in -Fact as provided in Article VI, Section 2, of the By -Laws of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND. 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 FIDELITY AND DEPOSIT COMPANY OF MARYLAND at a meeting duly called and held on the 1 Oth 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 TESTIMO�NI,Y WHEREOF, I have hereunto subscribed my name and affixed the corporate seal of the said Company, this a� r \ day of / r ► k(1� o'� i �• ' f. Assistant Secretary .................... • i FIDELITY AND DEPOSIT COMPANY OF MARYLAND 3910 KESWICK ROAD, BALTIMORE, MD 21211-2226 Statement of Financial Condition As Of December 31, 2008 ASSETS Bonds............................................................................................................................................... $ 148,252,979 Stocks............................................................................................................................................... 23,313,771 Cash and Short Term Investments................................................................................................... 7,904,491 ReinsuranceRecoverable................................................................................................................. 5,939,089 Other Accounts Receivable.............................................................................................................. 38,307,386 TOTAL ADMITTED ASSETS........................................................................................................ $ 223,717,718 LIABILITIES, SURPLUS AND OTHER FUNDS Reserve for Taxes and Expenses...................................................................................................... $ 597,566 Ceded Reinsurance Premiums Payable............................................................................................ 38,399,492 Securities Lending Collateral Liability............................................................................................ 6,094,921 TOTALLIABILITIES.................................................................................................................... $ 45,091,979 Capital Stock, Paid Up........................................................................................ $ 5,000,000 Surplus................................................................................................................ 173,625,739 Surplus as regards Policyholders...................................................................................................... 178,625,738 TOTAL...................................................................................................................................... $ 223,717,718 Securities carried at $38,306,550 in the above statement are deposited as required by law. Securities carried on the basis prescribed by the National Association of Insurance Commissioners. On the basis of December 31, 2008 market quotations for all bonds and stocks owned, the Company's total admitted assets would be $216,398,425 and surplus as regards policyholders $171,306,445. I, DENNIS F. KERRIGAN, Corporate Secretary of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, do hereby certify that the foregoing statement is a correct exhibit of the assets and liabilities of the said Company on the 31st day of December, 2008. '110 Secretary State of Illinios City of Schaumburg SS: Subscribed and swom to, before me, a Notary Public of the State of Illinois, in the City of Schaumburg, this 14th day of March, 2009. Notary Public v 1" ={�'ir '"3b i4]ARLO G. Sd.klA•.3`!N `t Aorr�c�ntl P,tif COA?!: iSSiON EXViRcS{, 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: Lafarge North America dba Lafarge West, Inc. 1800 N. Taft Hill Rd. 2. Permanent main office address: Fort Collins, Co. 80521 3. When organized: Dec. 2001 4. If a corporation, where incorporated: Delaware 5. How many years have you been engaged in the contracting business under your present firm or trade name? 9 Yearg 6. Contracts on hand: (Schedule these, showing the amount of each contract and the appropriate anticipated dates of completion.) City of Greeley 2010 $ One Million Fall 2010 City of Estes Pk. 2010 $ 900,000 Summer 2010 E. Harmony Bridge $ 1.5 Million SSummer 2010 Citv of Fort Collins Overlav $ 1.4 Million Fall 2010 7. General character of Work performed by your company: Asphalt Paving, Aggregates, Ready Mix Sales 8. Have you ever failed to complete any Work awarded to you? No If so, where and why?- N/A 9. Have your ever defaulted on a contract? If so, where and why? N/A 10. Are you debarred by any government agency? If yes list agency name. N/A No No Rev10/20/07 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. Wal-Mart Supercenter $1.7 Million April 2009 Fort Collins Parking Lot Lemay Ave Widening $2.1 Million Sept. 2008 Fort Collins _Street Widening City of Greeley 2009 Overlay Project $ 1.8 Million Dec 2009 Greeley Street Repair 12. List your major equipment available for this contract. Please see the attachPd 1; Gt of 13. Experience in construction Work similar in importance to this project: City of Fort Collins Overlay Projects Larimer Coutny Round-abouts at Taft Hill Rd and Vine Harmony / Ziegler Widening 14. Background and experience of the principal members of your organization, including officers: Steven B. Peterson Vice President 20+ Years Kenneth R. Ball General Manager 9+ Y.arG Bob Tews Operations Manager 30+ Yearg 15. Credit available: $ Unlimited 16. Bank reference: Wells Fargo Bank 1800 289-3557 17. will you, upon request, fill out a detailed financial statement and furnish any other information that may be required by the OWNER? 18. Are you licensed as a General CONTRACTOR? Yes If yes, in what city, county and state? FT. Collins. Larimer CountyWhat class, license and numbers? General Contractor's 7.;c_ # 00239 19. Do you anticipate subcontracting Work under this Contract? Yes If yes, what percent of total contract? Please see schedule of subcontractors and to whom? 20. Are any lawsuits pending against you or your firm at this time? No IF yes, DETAIL N/A Rev10/20/07 Section 00420 Page 2 LAFARGE WEST, INC. EQUIPMENTLIST ASPHALT PLANTS —4 4 Oil Distributors 18 Field Conveyors 2 Draglines SPRAYERS 11 Light plants & Generators 14 Conveyors, portable 17 Silos 3 Baghouses TRUCKS & AUTOMOBILES 22 Passenger Cars 10 Single Axle Mechanic's 2 Single Axle FlatBeds 1 Tandem Flatbed 7 Single Axle Water 4 Single Axle Water .2 Tilt Trailers 40 Pickup Trucks 7 Tandem Patch Trucks .6 Tandem Water Trucks 22 Tandem Dump Trucks 30 Over -the -Road 2 Gravel Tailers 1 Gravel Tractors 10 Tool Trailers 7 Oil Trailers 1 4000 Gallon Water 1 Pipe Trailer 8 Lab & Office Trailers 5 Loboy & Hiboy Trailers 1 Rock Trailers 3 Single Axle Fuel Trucks 7 1-Ton w/Dist.-Tanks TRACTOR— CRAWLERS 2 Farm Tractors 1 634 CAT Dozer LOADERS 1 5 Michigan Loader 1 75A Michigan Loader'. TRAILERS W/RAMPS 1 AC Loader TERRAIN HYDRA CRANE 1 125 Michigan Loader 1 175B Michigan Loader 2 966 CAT Loader 1 275B Michigan Loaders TRUCKS 3 920 CAT Loaders TRUCKS 7 910 CAT Loaders TRUCKS 2 936 CAT Loaders 1 950 CAT Loader TRACTORS 3 Scoopmobiles 1 '224 CAT Loader . COMPACTORS 2 Vibro Plate Compactors CAT 815 WEIGHING EQUIPMENT 1 Scales 4 Ramsey Belt Scales SCRAPERS 5 613 CAT Scraper ROAD WIDENERS 1 Blaw Knox Road Widener RAILROAD CARS 35 Gondola Type Cars 21. What are the limits of your public liability? DETAIL $17 Million What company? Liberty Mutual Surety Co. 22. What are your company's bonding.limitations? $225 Million 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 Noon this 16th day of April , 2010. Lafarge North America dba Lafarge Wes nc . Name pf d By: Ke no-th R. a Title: General Manager State of Colorado County of Larimer Kenneth R. BAll being duly sworn deposes and says that he is General Manager of Lafarge North America dba and that (name of organization) Lafarge West, Inc. the answers to -the foregoing questions and all statements therein contained are true and correct. Subscribed and sworn to before me this 16th day of '�7 /a E "n� — Notary Public My commission expires Rev 10/20/07 March 28, 2013 ril , 2010 . ��1111111/I •••........• ��.. NOTq� 'p op ,t •O— V�tic Ol OIC •••••••..•••••• O ``� Section 00420 Page 3 SECTION 00430 SCHEDULE OF SUBCONTRACTORS List all subcontractors for the work items listed below and all subcontractors performing over 150 of the contract. ITEM Concrete Dirt & Utilities Traffic Control Asphalt Removal Temp Traffic Signals Erosion Control Landscaping 1 SUBCONTRACTOR Gerrard Excavation Quality Traffic Control Alpha Milling W.L Contractors All Terrain Erosion Control A & M Landscaping Section 00430 Page 1 COLORADO DEPARTMENT OF TRANSPORTATION PROJECT ANTI-COLLUSION AFFIDAVIT souU M4 — LOCATION College / Harmony Intersection I hereby attest that I am the person responsible within my firm for the final decision as to the price(s) and amount of this bid or, if not, that I have written authorization, enclosed herewith, from that person to make the statements set out below on his or her behalf and on behalf of my firm. I further attest that: 1. The price(s) and amount of this bid have been arrived at independently, without consultation, communication or agreement for the purpose or with the effect of restricting competition with any other firm or person who is a bidder or potential prime bidder. 2A. Neither the price(s) nor the amount of this bid have been disclosed to any other firm or person who is a bidder or potential prime bidder on this project, and will not be so disclosed prior to bid opening. 2B. Neither the prices nor the amount of the bid of any other firm or person who is a bidder or potential prime bidder on this project have been disclosed to me or my firm. 3A. No attempt has been made to solicit, cause or induce any firm or person who is a bidder or potential prime bidder to refrain from bidding on this project, or to submit a bid higher than the bid of this firm, or any intentionally high or non- competitive bid or other form of complementary bid. 3B. No agreement has been promised or solicited for any other firm or person who is a bidder or potential prime bidder on this project to submit an intentionally high, noncompetitive or other form of complementary bid on this project. 4. The bid of my firm is made in good faith and not pursuant to any consultation, communication, agreement or discussion with, or inducement or solicitation by or from any firm or person to submit any intentionally high, noncom- petitive or other form of complementary bid. 5. My firm has not offered or entered into a subcontract or agreement regarding the purchase or sale of materials or services from any firm or person, or offered, promised or paid cash or anything of value to any firm or person, whether in connection with this or any other project, in consideration for an agreement or promise by any firm or person to refrain from bidding or to submit any intentionally high, noncompetitive or other form of complementary bid or agreeing or promising to do so on this project. 6. My firm has not accepted or been promised any subcontract or agreement regarding the sale of materials or services to any firm or person, and has not been promised or paid cash or anything of value by any firm or person, whether in connection with this or any other project, in consideration for my firm's submitting any intentionally high, noncompetitive or other form of complementary bid, or agreeing or promising to do so, on this project. 7. 1 have made a diligent inquiry of all members, officers, employees, and agents of my firm with responsibilities relating to the preparation, approval or submission of my firm's bid on this project and have been advised by each of them that he or she has not participated in any communication, consultation, discussion, agreement, collusion, or other conduct inconsistent with any of the statements and representations made in this affidavit. 8. 1 understand and my firm understands that any misstatement in this affidavit is and shall be treated as a fraudulent concealment from the Colorado Department of Transportation, of the true facts relating to submission of bids for this contract. I DECLARE UNDER PENALTY OF PERJURY IN THE SECOND DEGREE, AND ANY OTHER APPLICABLE STATE OR FEDERAL LAWS, THAT THE STATEMENTS MADE ON THIS DOCUMENT ARE TRUE AND COMPLETE TO THE BEST OF MY KNOWLEDGE. Contractor's firm or company name By Date Lafarge North America dba enneth . Ball �04/21Z10 Title General Manager Lafarge West, Inc. 2nd contractor's firm or company name. (if joint venture.) By Date Title N/A Sworn to before me this 21 -day of, ril \��X�� "t q��/t,� 2010 \� Y Notary Public Patrese E. Yarbrough ��•� •�pTAIgY •�•O/ i V^^ v+ My commission expires 03/28/13 �N'• ' 0 pUB4�G Z NOTE: This document must be signed in ink. e� ��.•••• ••.•'Q�`� 1I OF co�.� \� CDOT Form #606 1/02 COLORADO DEPARTMENT OF TRANSPORTATION Project No.: STU M455-077 BIDDERS LIST DATA and UNDERUTILIZED College Harmony Intersection DBE (UDBE) BID CONDITIONS ASSURANCE Location:Fort Collins, Co. Prime Contractor Instructions: This form has two sections, both must be completed and submitted with your bid. Complete Section to list all subcontract quotes received (non -DBE and DBE). Complete Section II to report only Underutilized DBE (UDBE) participation percentages which qualify under the contract goal specification for this project. Please review CDOT Form #715 instructions before completing Section II. Attach additional sheets as necessary. POLICY It is the policy of the Colorado Department of Transportation that underutilized disadvantaged business enterprises have equal opportunity to participate on projects financed with federal, state or local entity funds. Consistent with 49 Code of Federal Regulations (CFR) Part 26.11, the Bidders List data provided by the Contractors will provide CDOT as accurate data as possible about the universe of DBE and non -DBE firms actively seeking work on its highway construction contracts, for use in setting overall DBE goals. SECTION I: CDOT BIDDERS LIST INFORMATION (Non -DBEs and DBEs) 1) Are all subcontract bids (quotes) received by your firm for this project listed below? ® Yes ❑ No 2) If No, make certain any additional subcontract bidding information is submitted to the CDOT Business.Prog rams Office before 4:00 pm on the day after bids are opened to ensure CDOT has the best data possible for setting future DBE goals (use the same table format as below): CDOT Business Programs Office 4201 E. Arkansas Ave., Room 200 Denver, Colorado 80222 FAX: 303-757-9019 EMAIL: eo@dot. state. co. us 3) The most recent CDOT Bidders List will be posted online at: www.dot.state.co.us/EEO/DBEProgramPage.htm NAME OF FIRM SUBMITTING BID/QUOTE CERTIFIED DBE FIRM? WORK ITEM(S) DESCRIPTION FIRM BEING USED? 1 El Yes El No Concrete Yes ❑ No CG&S Fj Ma be y 2. Gerrard ,I] Yes ® Dirt & Pipe Yes ❑ NoNo [:1 Ma ybe 3. Quality Traffic ( 'Yes 0 No Traffic Control �] Yes ❑ No control ❑ Ma ybe 4. Alpha Milling [7 Yes ® No [ Yes ❑ No YMa e Asphalt Removal ❑ ybe 5-W.L. Contractors 0Yes [id No No Temp. Traffic Signals Yes ❑ No ❑Ye ybe 6 All Terrain Erosion Yes ® No Erosion Control ki Yes ❑ No Control ❑ Ma ybe 7. Northstar Concrete ❑ Yes U No Concrete El ER No ❑ Ma ybe 8. P.A.A. Concrete ®Yes El No Concrete El Yes �] No ❑ Ma ybe 9. Your Way ® Yes ❑ No Traffic Control ❑ Yes $] No ❑ Ma ybe 10Lawson ❑ Yes N No Concrete ❑ Yes K] No ❑ Ma ybe 11. Mill Brothers ❑ Yes U No Landscaping ❑ Yes ZI No ❑ Ma ybe 12. Environmental [jd Yes ❑ No Erosion Control ❑ Yes i] No Logistins ❑ Ma ybe 13. Don Kehn ❑ Yes ® No Asphalt Removal El Yes &I No ❑ Ma ybe Previous editions may not be used CDOT Form 714 Page 1 of 2 4/08 Revisions to the Project Standard Special Provisions: A. Standard Special Provision "Conformity to the Contract of Portland Cement Concrete Pavement (Compressive Strength Criteria) — April 30, 2009" is added to the contract. • See Attached. • This Standard Special Provision revises section 105.05 and allows the City of Fort Collins to base pay factor incentive/disincentive on compressive strength criteria. Clarifications to the Project Special Provisions: A. Clarification to Section 203 — Excavation and Embankment Unclassified Excavation (Complete in Place) assumes that Harmony and College roadways have a minimum 9 inches of existing base under the existing pavement. The City does not anticipate requiring over excavation, stockpiling and recornpacting existing subgrade and aggregate base to obtain the assumed 9" of aggregate base. Should a condition arise where the existing subgrade is less than 9 inches thick, the City would address that area with the line item 203-00100 - Muck Excavation for over excavation and disposal of shallow base and use line item 304-06000 Aggregate Base Course (Class 5 or 6) for backfill of the excavated area in order to obtain the 9" base that is assumed on the project. B. Clarification to Section 609 — Curb and Gutter • All curb and gutter that is adjacent to concrete pavement will need to be tied to the concrete pavement with dowel bars and will need to have a pan thickness equal to the pavement thickness which is 11 inches. • All curb and gutter that is adjacent to asphalt pavement will be standard pan thickness of 6 inches thick. • All curb and gutter can be poured monolithically with the pavement, but it will require tie bars, the specified gutter pan shape and the 11 inch thick pan section. • To simplify field measurements and comply with CDOT line item codes, all curb and gutter will be paid under the specified bid tab line items. C. Clarification to Section 630 — Traffic Control • Portable Message Sign Panel — The City anticipates using portable message sign panels for 5 days prior to each phase of construction. The City anticipates using 4 portable message sign panels for phase 1,2, and 4. The City anticipates using 6 portable message sign panels prior to phase 3. The pay item is EA / DAY. REVISED BID FORM ATTACHED. Please contact John D. Stephen, CPPO, LEED AP, Senior Buyer at (970) 221-6777 with any questions regarding this addendum. RECEIPT OF THIS ADDENDUM MUST BE ACKNOWLEDGED BY A WRITTEN STATEMENT ENCLOSED WITH THE BID/QUOTE STATING THAT THIS ADDENDUM HAS BEEN RECEIVED. ., 0 NAME OF FIRM CERTIFIED WORK ITEM(S) DESCRIPTION FIRM SUBMITTING BID/QUOTE DBE FIRM? BEING USED? 14. ElYes K] No Dirt & Utilities El Ye ® No SEBI El ybe 15. A&M Landscaping ElYes KI No Landscaping ® Yes ❑ No ❑ Ma ybe 16. ❑ Yes ❑ No ❑ Yes ❑ No ❑ Ma ybe 17. ❑ Yes ❑ No ❑ Yes ❑ No ❑ Ma ybe . 18. ❑ Yes ❑ No ❑ Yes ❑ No ❑ Ma ybe 19. ❑ Yes ❑ No ❑ Yes ❑ No ❑ Ma ybe 20. ❑ Yes ❑ No ❑ Yes ❑ No ❑ Ma ybe SECTION IL UNDERUTILIZED DBE (UDBE) PARTICIPATION COMMITMENT 1) Total eligible Underutilized DBE (UDBE) percentage amount from Box A below: 24 . 9 % 2) Will your company's Underutilized DBE (UDBE) participation commitment meet the contract goal?] Yes ❑ No 3) List the UDBE firms, committed work items, and eligible UDBE percentage of your bid committed to each. UDBE FIRM NAME CERTIFICATION COMMITTED % COMMITMENT NUMBER WORK ITEM(S) TOWARD DBE GOAL` 6G&S 145 Concrete 24 '9 % 2. % 3. % 4. % 5. % BOX A: TOTAL ELIGIBLE UDBE PERCENTAGE AMOUNT (Round to nearest hundredth)--), 24 -9 % Detailed instructions on how to calculate DBE commitment amounts are available on CDOT Form #715 and in the "Counting DBE Participation Toward Contract Goals and CDOT's annual DBE goal" section of the "DBE — Definitions and Requirements" in the Standard Special Provisions. I understand that, if my company is determined to be the low bidder for the contract on this project, I must submit a completed CDOT Form #715 CERTIFICATION OF UNDERUTILIZED DBE PARTICIPATION for each firm listed in Section II of this form to the Transportation Department by 4:00 pm on the third work day after the day bids are opened. The actual amounts submitted on each CDOT Form #715 must equal or exceed the DBE percentage commitments documented on this form. In addition, if my company does not meet the DBE/UDBE goal for this project, I must submit a completed CDOT Form #718 DBE GOOD FAITH EFFORT DOCUMENTATION before 4:00 pm on the day after bids are opened. CDOT Form #715s submitted for firms not included on this form, OR for amounts exceeding those listed on this form, will be accepted but NOT counted as Good Faith Efforts. Only the efforts the contractor made prior to the bid opening will count as Good Faith Efforts. I understand my obligation to abide by the Policy stated above Section I. 1 shall not discriminate on the basis of race, color, age, sex, national origin, or handicap in the bidding process or the performance of contracts. I DECLARE UNDER PENALTY OF PERJURY IN THE SECOND DEGREE, AND ANY OTHER APPLICABLE STATE OR FEDERAL LAWS, THAT THE STATEMENTS MADE IN THIS DOCUMENT ARE TRUE AND COMPLETE TO THE BEST OF MY KNOWLEDGE. Company Name: Lafarge Nort Ame ' ca dba Date: 04 / 21/ 10 Laf ar , Company Officer Signature: enneth R. B Title: General Manager Previous; editions may not be used CDOT Form 714 Page 2 of 2 4108 April 30, 2009 REVISION OF SECTIONS 105 AND 106 CONFORMITY TO THE CONTRACT OF PORTLAND CEMENT CONCRETE PAVEMENT (COMPRESSIVE STRENGTH CRITERIA) NOTICE This is a standard special provision that revises or modifies CDOT's Standard Specifications for Road and Bridge Construction. It has gone through a formal review and approval process and has been issued by CDOT's Project Development Branch with formal instructions for its use on CDOT construction projects. It is to be used as written without change. Do not use modified versions of this special provision on CDOT construction projects, and do not use this special provision on CDOT projects in a manner other than that specified in the instructions unless such use is first approved by the Standards and Specifications Unit of the Project Development Branch. The instructions for use on CDOT construction projects appear below. Other agencies which use the Standard Specifications for Road and Bridge Construction to administer construction projects may use this special provision as appropriate and at their own risk. INS"rRUCTIONS FOR USE ON CDOT CONSTRUCTION PROJECTS: Use this standard special provision on projects having portland cement concrete pavement where the Region Materials Engineer has determined that acceptance will be based on compressive strength criteria. April 30, 2009 I REVISION OF SECTIONS 105 AND 106 CONFORMITY TO THE CONTRACT OF PORTLAND CEMENT CONCRETE PAVEMENT (COMPRESSIVE STRENGTH CRITERIA) Sections 105 and 106 of the Standard Specifications are hereby revised for this project as follows: Delete subsection 105.06 and replace with the following: 105.06 Conformity to the Contract of Portland Cement Concrete Pavement. Conformity to the Contract of all Portland Cement Concrete Pavement, Item 412, will be determined in accordance with the following: When the Engineer finds that the materials furnished, the work performed, or the finished product does not conform with the Contract, or the Pay Factor (PF) for an element's process is less than 0.75 but that reasonably acceptable work has been produced, the Engineer will determine the extent of the work that will be accepted and remain in place. The Engineer will use a Contract Modification Order to document the justification for allowing the work to remain in place and the price adjustment that will be applied. When the Engineer finds the materials furnished, work performed, or the finished product is not in conformity with the Contract, or the PF for an element's process is less than 0.75 and has resulted in an inferior or unsatisfactory product, the work or material shall be removed and replaced or otherwise corrected by and at the expense of the Contractor. When the PF for any process is 0.75 or greater, the finished quantity of work represented by the process will be accepted at the calculated pay factor. Materials will be sampled and tested by the Department in accordance with Section 106 and with procedures contained in the Department's Field Materials Manual. The approximate quantity represented by each sample will be as set forth in subsection 106.06, Table 106-3. Additional samples may be selected and tested at the Engineer's discretion. (a) Incentive/Disincentive Payments (I/DP) will be made based on a statistical analysis that yields Pay Factors (PF) and Quality Levels (QL). The PF and QL will be made based on test results for the elements of compressive strength and pavement thickness. Incentive/ Disincentive payment will not be made for thickness of concrete pavement furnished by the Contractor and placed by others. The QL will be calculated for the elements of compressive strength and pavement thickness on a process basis. A separate process will be established for an element when a change in the process affects that element. A process will consist of the test results from a series of random samples. Test results determined to have sampling or testing errors will not be used. All materials produced will be assigned to a process. A change in process is defined as a change that affects the element involved. Changes in mix design, material source, design pavement thickness, or the method being utilized to place' the pavement are considered changes in process. The following is provided to clarify changes in processes for each element: 1. Construction of mainline pavement, including the shoulders if placed with the mainline, is a single process, providing there are no changes in process as described above. 2. Construction of ramps, acceleration and deceleration lanes, shoulders placed separately and areas requiring hand work are considered separate processes. 3. A change in the mix design is a process change for the compressive strength element, but is not a process change for the pavement thickness element. (b) When it is necessary to represent material by one or two tests, each individual test shall have a PF computed in accordance with the following: If the value of the test is at or above the lower tolerance limit, then PF = 1.000. If the value of the test is below the lower tolerance limit, then: PF = 1.00 — [ 0.25(T,_ -TO)/V ] where: PF = pay factor. V= V factor from Table 105-4 To = the individual test value. TL= lower tolerance limit. April 30, 2009 2 REVISION OF SECTIONS 105 AND 106 CONFORMITY TO THE CONTRACT OF PORTLAND CEMENT CONCRETE PAVEMENT (COMPRESSIVE STRENGTH CRITERIA) (c) The following procedures will be used to compute Incentive/Disincentive Payments (I/DP), quality levels (QL), and pay factors (PF) for processes represented by three or more tests: 1. Quality Level (QL) will be calculated according to CP-71. 2. Compute the PF for the process. When the process has been completed, the number of tests (Pn) it includes shall determine the formula to be used to compute the final pay factor in accordance with the following: A. For compressive strength and pavement thickness: When 3_5Pn<_5 If QL >_ 85, then PF = 1.00 + (QL - 85)0.001333 If QL < 85, then PF = 1.00 + (QL - 85)0.005208 When 65Pn<_9 If QL >_ 90, then PF = 1.00 + (QL - 90)0.002000 If QL < 90, then PF = 1.00 + (QL - 90)0.005682 When 10 <_ Pn _< 25 If QL >_ 93, then PF = 1.00 + (QL - 93)0.002857 If QL < 93, then PF = 1.00 + (QL - 93)0.006098 When Pn >_ 26 If QL >_ 95, then PF = 1.00 + (QL - 95)0.004000 If QL < 95, then PF = 1.00 + (QL - 95)0.006757 3. Compute the I/DP for the process: I/DP = (PF-1)(QR)(UP) where: QR = Quantity Represented by the process. UP = Unit Price bid for the Item. The total I/DP for an element shall be computed by accumulating the individual I/DP for each process of that element. (d) As acceptance test results become available, they will be used to calculate accumulated QL and Incentive/Disincentive Payments (I/DP) for each element and for the item. The Contractor's test results and the accumulated calculations shall be made available to the Engineer upon request. The Engineer's test results and the calculations will be made available to the Contractor as early as reasonably practical. Numbers from the calculations shall be carried to significant figures and rounded according to AASHTO Standard Recommended Practice R-11, Rounding Method. I/DP will be made to the Contractor in accordance with subsection 412.24(a). During production, interim I/DP will be computed for information only. The Pn will change as production continues and test results accumulate. The Pn at the time an I/DP is computed shall determine the formula to be used. After all portland cement concrete pavements have been placed according to the contract, the final I/DP will be computed. (e) The Contractor will not have the option of accepting a price reduction or disincentive in lieu of producing specification material. Continued production of non -specification material will not be permitted. Material which is obviously defective may be isolated and rejected without regard to sampling sequence or location within a process. April 30, 2009 3 REVISION OF SECTIONS 105 AND 106 CONFORMITY TO THE CONTRACT OF PORTLAND CEMENT CONCRETE PAVEMENT (COMPRESSIVE STRENGTH CRITERIA) Table 105-4 "V" FACTORS AND INCENTIVE PAYMENTS COMPRESSIVE STRENGTH CRITERIA Maximum Lower Tolerance Element V factor Incentive Limit, TL Payment Compressive Strength 400 psi 2.00 percent 4,200 psi Pavement Thickness 0.4 inch 2.00 percent Plan Thickness -0.4 inch (f) Sand Equivalence. The sand equivalence (SE) as determined by CP 37 will be considered acceptable when the running average of three consecutive tests is greater than 80 percent and no individual test result is less than 75 percent. When the running average of three consecutive SE tests falls below 80 percent or an individual SE test result falls below 75 percent paving operations shall be suspended. The Contractor shall submit a written plan to correct the low SE test results to the Engineer for approval. The Contractor shall not continue paving operations until the Engineer approves the plan in writing and three SE test results from random samples in the stockpile are above 80 percent Delete subsection 106.06 and replace with the following: 106.06 Sampling and Testing of Portland Cement Concrete Paving. All Portland Cement Concrete Pavement, Item 412, shall be tested in accordance with the following quality control and acceptance testing procedures: (a) Quality Control Testing. The Contractor shall be responsible for quality control testing of all elements listed in Table 106-3. Quality control testing shall be performed at the expense of the Contractor. The Contractor shall develop a quality control plan (QCP) in accordance with the following: 1. Quality Control Plan. For each element listed in Table 106-3, the QCP must provide adequate details to ensure that the Contractor will perform quality control. The Contractor shall submit the QCP to the Engineer at the preconstruction conference. The Contractor shall not start any work on the project until the Engineer has approved the QCP in writing. A. Frequency of Tests or Measurements. The QCP shall indicate a random sampling frequency, which shall not be less than that shown in Table 106-3. The quality control tests shall be independent of acceptance tests. B. Test Result Chart. Each quality control test result, the appropriate area, volume and the tolerance limits shall be plotted. The chart shall be posted daily at a location convenient for viewing by the Engineer. C. Quality Level Chart. The QL for each element in Table 106-3 shall be plotted. The QL will be calculated in accordance with the procedure in CP 71 for Determining Quality Level. The QL will be calculated on tests 1 through 3, then tests 1 through 4, then tests 1 through 5, then thereafter the last five consecutive test results. The area of material represented by the last test result shall correspond to the QL. 2. Point of Sampling. The material for quality control testing shall be sampled by the Contractor using CP 61. The location where material samples will be taken shall be indicated in the QCP. 3. Testing Standards. The QCP shall indicate which testing standards will be followed. Acceptable standards are Colorado Procedures, AASHTO and ASTM. The order of precedence is Colorado Procedures, AASHTO procedures and then ASTM procedures. April 30, 2009 4 REVISION OF SECTIONS 105 AND 106 CONFORMITY TO THE CONTRACT OF PORTLAND CEMENT CONCRETE PAVEMENT (COMPRESSIVE STRENGTH CRITERIA) The compressive strength test for quality control will be the average strength of two test cylinders cast in plastic molds from a single sample of concrete, cured under standard laboratory conditions, and tested three to seven days after molding. 4. Testing Supervisor Qualifications. The person in charge of and responsible for the quality control testing shall be identified in the QCP. This person shall be present on the project and possess one or more of the following qualifications: A. Registration as a Professional Engineer in the State of Colorado. B. Registration as an Engineer in Training in the State of Colorado with two years of paving experience. C. A Bachelor of Science in Civil Engineering or Civil Engineering Technology with three years of paving experience. D. National Institute for Certification in Engineering (NICET) certification at level III or higher in the subfields of Transportation Engineering Technology, Highway Materials or Construction Materials Testing Engineering Technology, Concrete and four years of paving experience. 5. Technician Qualifications. Technicians performing tests shall meet the requirements of Colorado Procedure 10. 6. Testing Equipment. All of the testing equipment used to conduct quality control testing shall conform to the standards specified in the test procedures and be in good working order. 7. Reporting and Record Keeping. The Contractor shall report the results of the tests to the Engineer in writing at least once per day. The Contractor shall assemble a Quality Control (QC) notebook and update it daily. This notebook shall contain all worksheets, test results forms, test results charts and quality level charts for each of the elements listed in Table 106-2 or 106-3. The Contractor shall submit examples of worksheets, test result forms and test results charts in accordance with CP 12B as part of the Contractor's Quality Control Plan (QCP). The Contractor shall submit the QC notebook to the Engineer for review once a month on the date agreed to at the Pre -Construction Conference. The QC notebook will be returned to the Contractor with a list of recognized deficiencies within two working days after submittal. Deficiencies may include, but are not limited to the failure to submit the notebook on time or an absence of the required reports. For any month in which deficiencies are identified, the QC notebook will be submitted for review two weeks after the QC notebook is returned. Upon the second recognized deficiency the Engineer will notify the Contractor, and the pay estimate shall be withheld until the Contractor submits, in writing, a report detailing the cause for the recognized deficiency. The report shall include how the Contractor plans to resolve the deficiencies. Additional recognized deficiencies will result in a delay of the pay estimate until the Contractor has identified and resolved the deficiency along with revising and resubmitting his QCP to address these issues. Once the Engineer has reviewed and approved the revised QCP the estimate may be paid. Upon submittal of the QC notebook for the semi- final estimate, the QC notebook shall become the property of the Department. The Contractor shall make provisions such that the Engineer can inspect quality control work in progress, including QC notebook, sampling, testing, plants, and the Contractor's testing facilities at any time. (b) Acceptance Testing. Acceptance testing frequencies will be in accordance with Table 106-3. Acceptance tests will be conducted by and at the expense of the Department. Acceptance sampling and testing procedures will be in accordance with the Department's Field Materials Manual with the following exceptions and inclusions: A split sample from an acceptance test shall not be used for a quality control test. The Engineer will designate the location where samples are to be taken. Samples shall be taken by the Contractor in accordance with CP 61. The Engineer will be present during the sampling and take possession of all acceptance samples. Samples transported in different containers will be combined and mixed before molding specimens. All materials are subject to inspection and testing at all times. Pavement thickness acceptance will be determined by cores. April 30, 2009 5 REVISION OF SECTIONS 105 AND 106 CONFORMITY TO THE CONTRACT OF PORTLAND CEMENT CONCRETE PAVEMENT (COMPRESSIVE STRENGTH CRITERIA) The compressive strength test for acceptance will be the average compressive strength of three test cylinders cast in plastic molds from a single sample of concrete and cured under standard laboratory conditions prior to testing. If the compressive strength of any one specimen differs from the average by more than 10 percent, that specimen will be deleted and the average strength will be determined using the remaining two specimens. Each set of three cylinders will be tested at 28 days after molding. (c) Check Testing. The Contractor and the Engineer shall conduct a check testing program (CTP) prior to the placement of any concrete pavement. The check testing program will include a conference directed by the Region Materials Engineer of the Contractor's testers and the Department's testers concerning methods, procedures and equipment for compressive strength testing. Check testing shall be completed before any portland cement concrete pavement is placed. A set of three cylinders will be molded by both the Contractor and the Department's project testers from a split sample. The specimens will be sampled, molded and cured for seven days and tested for compressive strength according to the procedures of Section 106. The Department's Independent Assurance Tester will also mold, cure and test a set of three cylinders, but the Independent Assurance Test results will not be entered in the check testing analysis. If the results of the check tests do not meet the following criteria, then the check testing will be repeated until the following criteria are met: 1. The average of the Contractor's test results and the average of the Department's test results shall be within 10 percent of the average of all test results. 2. Each specimen test result shall be within 15 percent of the average of all test results. A check test must also be conducted on the sand equivalent test. The average of the absolute differences between the quality control and the acceptance testing personnel will be compared to the acceptable limits shown in Table 13-1 of CP 13. The CTP will be continued until the acceptance and quality control test results are within the permissible ranges shown in Table 13-1 of CP 13. During production, split samples of randomly selected acceptance tests will be compared to the permissible ranges shown in Table 13-1 of CP 13. The minimum frequency will be as shown in Table 106-3. If production has been suspended and then resumed, the Engineer may order a CTP between quality control and acceptance testing persons to assure the test results are within the permissible ranges shown in Table 106-4. Check test results shall not be included in quality control testing. The Region Materials Engineer shall be called upon to resolve differences if a CTP shows unresolved differences beyond the ranges shown in Table 13-1 of CP 13. (d) Testing Schedule. All samples used to determine I/DP by quality level formulas in accordance with Section 105, will be selected by a stratified random quality.