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Home My WebLink Aboutres1996-028WHATCOM COUNTY COUNCIL AGENDA BILL NO. 96 LEARANCES Initial Date Date Received in Council Office: Agenda date Assi ned to: Originator: Public Works Dept., Engineering Division BGM / 5r 31 j�� V r� �L„ q JUN 0 5 (9961 Jf' i _ s�� 'per P VSj S f 9 T Js'V JIM is uJk" !Y rZ NCO. 6/11/96 Finance /Council Division Head: Nasser Y. Mansour Dept. Head: Jeffrey M. Monsen 5� y 1. Prosecutor: Randall J. Watts Purchasing/Budget: Executive: SUBJECT. Construction of Johnson Road from Tyee Drive to Mill Road. CRP 996008 ATTACHMENTS: 1. Agenda Bill 5. Contract Information Sheet 2. Resolution 6. Project Cost Breakdown 3. Letter to County Executive 7. Bid Tabs 4. Approval of Contract Award Form 8. Low Bid Proposal SUMMARY STATEMENT. • Please complete sections of box as appropriate & explain the item below. Related County contract #: Should Clerk schedule a hearing? NO /x/ YES/ / Requested date: Amount budgeted for this item/project: Is it or will it be within budget? YES /x/ NO / / lease explain below Budget line item number(s): 15 Summary: The 1996 Annual Construction Program has a Project No. 15, Construction of Johnson Road from Tyee Drive to Mill Road. This project will be paid by Local and Point Roberts Gas Tax Funds. ORIGINATOR'S RECOMMENDED ACTION. Resolution establishing CRP 996008 the construction of Johnson Road from Tyee Drive to Mill Road and approve of award of contract to the low bidder, Tiger Construction. LTD., in the amount of $370,503.40. COMMITTEE ACTION TAKEN. 1996 - 227 6/11/96: Approved 6-0 Resolution Number 96-028 Related File Numbers: Ordinance or Resolution Number (this item only): 96 -028 1 2 3 4 5 6 SPONSORED BY: Consent PROPOSED BY: Public Works Department -En ig neering Div. INTRODUCTION DATE: June 11, 1996 RESOLUTION NO. 96 -028 ESTABLISHING COUNTY ROAD PROJECT NO. 996008 AND THE AWARD OF CONTRACT FOR CONSTRUCTION OF JOHNSON ROAD from TYEE DRIVE to MILL ROAD WHEREAS, this project is included in the officially adopted Annual Road Program as Item No. 15. 7 NOW, THEREFORE, BE IT RESOLVED by the Whatcom County Council that CRP 8 996008 is formally established for the Construction of Johnson Road from Tyee Drive to Mill 9 Road. The Contract for this project is awarded to Tiger, LTD., in the amount of their bid of 10 $370,503.40. 11 An appropriation from the officially adopted road fund budget and based on the County 12 Engineer's estimate is hereby made in the amounts and for the purposes shown: 13 PURPOSE 14 15 16 17 18 19 20 21 22 23 24 Preliminary Engineering Right -of -way Acquisition SUBTOTAL Construction County Day Labor - BST /Striping Construction Engineering Testing & Contingencies TOTAL AMOUNT OF APPROPRIATION $ 25,000.00 $ 1,000.00 $ 370,600.00 $ 28,000.00 $ 20,400.00 $ 26,000.00 $ 445,000.00 BE IT FURTHER RESOLVED that the construction is to be accomplished by Contract in accordance with RCW 36.77.010 et. seq. APPROVED this 11 day of .Tune , 1996. 25 WHATCOM COUNTY COUNCIL 26 A'T'TEST: WHATCOM COUNTY, WASHINGTON 27 _ uJ 28 Dana Brown- Davis, Council Cler Ward Nelson, Council C air 29 30 31 32 33 APPROVED AS TO FORM: (Previously approved as to form by Randall J. Watts of 3/25/94) Civil Deputy Prosecuting Atty. ,:4vmv."Yc ._ WHATCOM COUNTY PUBLIC WORKS DEPARTMENT WHATCOM COUNTY COURTHOUSE 311 Grand Avenue Bellingham, WA 98225 -4038 JEFFREY M. MONSEN, P.E. Director The Honorable Pete Kremen Whatcom County Executive 311 Grand Avenue Bellingham, WA 98225 DIVISION OF ENGINEERING 5280 Northwest Drive, Suite C Bellingham, WA 98226 (360) 676 - 6730/380 -8110 Scan 676 -6730 FAX (360) 676 -6558 Edwin R. Henken, P.E. - Assistant Director Nasser Y. Mansour, P.E. - County Road Engineer May 30, 1996 Subject: Construction of Johnson Road from Tyee Drive to Mill Road CRP 996008 Dear Mr. Kremen: Bid proposals for the subject project were opened at 2:30 p.m., Wednesday, May 29, 1996. Based on our review of the six bids received, we recommend that the Contract for the subject project be awarded to the low bidder, Tiger Construction LTD., of Everson, Washington in the amount of $370,503.40 including taxes. This project is funded under Item No. 15 under the 1996 construction budget. The funds are adequate to complete the project. Local and PRGT (Point Roberts Gas Tax) funds are involved. Attached for your review is a Whatcom County Council Agenda Bill, Resolution for Contract Award, Project Cost Breakdown, Whatcom County Contract Information Sheet, tabulation of all bids and a copy of the low bid proposal. Please signify on the Approval For Contract Award page your approval to award the Contract to Tiger Construction LTD. Very truly yours, 'Almz�A-zf' Dti"'i Nasser Y. Mansour, P. E. County Road Engineer In accordance with W.C.C. 3.08.30, 1 concur with this recommendation. a,0110411- Chris Mohnkern, Purchasing Coordinator cc: Jeff Monsen, Director of Public Works Date i CONSTRUCTION of JOHNSON ROAD from TYEE DRIVE to MILL ROAD CRP 996008 APPROVAL OF CONTRACT AWARD Approval is hereby granted to award the Contract as follows: . Project: Construction of Johnson Road from Tyee Drive to Mill Road CRP 996008 to: Tiger Construction, LTD. In the amount of $370,503.40 being the amount of their bid proposal, including all taxes. Whatcom County Executive Approving Authority a:ka1nc4\e9mi tnv6.app Date 1996 PROJECT COST BREAKDOWN PROJECT: CONSTRUCTION OF JOHNSON ROAD FROM TYEE DRIVE TO MILL ROAD CRP 996008 ITEM COUNTY PT. ROBERTS TOTAL FUNDS GAS TAX FUNDS FUNDS PRELIMINARY 25,000.00 0 25,000.00 ENGINEERING RIGHT OF WAY PURCHASE 1,000.00 0 1,000.00 CONSTRUCTION CONTRACT 250,600.00 120,000.00 370,600.00 COUNTY DAY LABOR - 28,000.00 0 28,000.00 BST /STRIPING CONSTRUCTION 20,400.00 0 20,400.00 ENGINEERING & TESTING AND CONTINGENCY TOTAL FUNDING FOR 325,000.00 120,000.00 445,000.00 1996 m:\engineer\admin\kris\wpfdes\contract\costbd96.smt BID PROPOSAL FOR THE CONSTRUCTION OF JOHNSON ROAD TYEE DRIVE to MILL ROAD CRP 996008 Date TO: Whatcom County Executive and Council Whatcom County Courthouse Bellingham, WA. 98225 Gentlepersons: This certifies that the Undersigned: has examined the location of the project site and the conditions of work; and has carefully read and thoroughly understands the contract documents entitled: "Construction of Johnson Road - Tyee Drive to Mill Road Road - CRP 996008, including the "Bid Procedures and . Conditions ", "Specifications and Conditions ", "Contract Forms ", and "Plans" governing the work embraced in this project and the method by which payment will be made for said work. The Undersigned hereby proposes to undertake and complete the work embraced in this project in accordance with said contract documents, and agrees to accept as payment for said work, the schedule of lump sum and unit prices as set forth in the "Bid" below. The Undersigned acknowledges that payment will be based on the actual work performed and material used as measured or provided for in accordance with the said contract documents, and that no additional compensation will be allowed for any taxes not included in each lump sum or unit price, and that the basis for payment will be the actual work performed and measured or provided for in accordance with the said contract documents.. �l C10AWF Bid Proposal cont' CONSTRUCTION OF JOHNSON ROAD from TYEE DRIVE to MILL ROAD CRP 996008 ITEM APPROX 1T�M 1NIT;H WRITTEN UNIT'PRICE UNIT TOTAL NO (QUANTITY PRICE 3. LUMP SUM 1. LUMP MOBILIZATION ; ;,��UU ��_ /�bC�C��OC SUM TU)e1-14v�CLI&11rl)00-5,C,7111� C�ciL DOLLARS L.S. $ (Written Lu p Sum Price) 2.. FORCE TEMPORARY WATER POLLUTION ACCOUNT CONTROL 7. 500 UNSUITABLE FOUNDATION EXCAVATION CUBIC INCLUDING HAUL _l 9� YARDS � 1`ue 0,, �tCJ �� / DOLLARS -, 10 7's-96, 00 (Written Unit Price) per C.Y. 8. 1,000 EMBANKMENT COMPACTION CUBIC GSln YARDS �� (1-i/1 �) DOLLARS $ / 6Sr� 60,/ (Written Unit Price) per C.Y. 9. 6,800 CONSTRUCTION GEOTEXTILE SQUARE YARDS p��,J 5 �1nCJ % /d� DOLLARS (Written Unit Price) B -2 L�so T,00 per S.Y. a2) 2bI One Thousand Five Hundred'and 00/100 DOLLARS F.A. $1,500.00 (Written Force Account Price) 3. LUMP SUM CLEARING AND GRUBBING �- j P Inge v >G �1(� O vV DOLLARS L.S. $ 23; CCU 0, 6 (Written Lum Sum Price) 4. LUMP SIGNING AND TRAFFIC CONTROL , SUM — _ — 05cv)d 've IUij�/'C DOLLARS $ 5,C � �� (Written Lump Sum Price) L.S. 5. 200 REMOVE EXISTING CULVERT PIPE LINEAR FEET �) --n/ —Lu (3 G� D DOLLARS 77 G 3 0 L� j/J� $ I U �J� D� r (Written Unit Price) per L.F. 6. 7,500 ROADWAY EXCAVATION INCLUDING HAUL YARDS qv>� ' fil 0 DOLLARS SC> `l (UC $ (Written Unit Price) per C.Y. 7. 500 UNSUITABLE FOUNDATION EXCAVATION CUBIC INCLUDING HAUL _l 9� YARDS � 1`ue 0,, �tCJ �� / DOLLARS -, 10 7's-96, 00 (Written Unit Price) per C.Y. 8. 1,000 EMBANKMENT COMPACTION CUBIC GSln YARDS �� (1-i/1 �) DOLLARS $ / 6Sr� 60,/ (Written Unit Price) per C.Y. 9. 6,800 CONSTRUCTION GEOTEXTILE SQUARE YARDS p��,J 5 �1nCJ % /d� DOLLARS (Written Unit Price) B -2 L�so T,00 per S.Y. a2) 2bI Bid Proposal cont' CONSTRUCTION OF JOHNSON ROAD from TYEE DRIVE to MILL ROAD CRP 996008 ITEMAPPROX:: .: ITEM;WITHWRITTEN .UNIT PRICE UNIT TOTAL ;NO ... QUANI,ITY. ::::: PRICE 10. 250 M. GAL 11. 13,500 TONS 12. 2,500 TONS 13. 450 TONS WATER I ;/ G [Written Unit Pi 1 GRAVEL BASE r Wo- ,l C (Written Unit Price) CRUSHED SURFACING BASE COURSE 1 � /O (Written Unit Price) ASPHALT CONCRETE PAVEMENT C ." , ,Sj" T,/ �P vP t1 Cf ✓ICJ l (Written Unit DOLLARS per M. Gal. $ 0c, I DOLLARS r �-� $ 5 � 6_S per TON DOLLARS �Z, 7� $ per TON . ono DOLLARS 7_) 6$ z per TON 14. 96 ASTM C -76 CLASS III REINFORCED CONCRETE 1 -INEAR CULVERT PIPE 12 -INCH DIA. INCLUDING GASKETS FEET -�( c� O f9 J I "1if CjIvj ��v0 DOLLARS �- ( $� /�� (Written Unit rice) per L.F. 15. 252 ASTM C -76 CLASS III REINFORCED CONCRETE LINEAR CULVERT PIPE 18 -INCH DIA. INCLUDING GASKETS FEET yId /0(--) DOLLARS >r zSL$ �/ 37(��:�� (Written Unit Price) per L.F. 16. 152 ASTM C -76 CLASS III REINFORCED CONCRETE LINEAR CULVERT PIPE 24 -INCH DIA. INCLUDING GASKETS FEET �E1 /� oO it rocj/.- avid �OO DOLLARS $ ► r� (Written Unit ce) per L.F. 17. 48 ASTM C -76 CLASS III REINFORCED CONCRETE LINEAR CULVERT PIPE 30 -INCH DIA. INCLUDING GASKETS FEET C/10 I �� ( r- DOLLARS (Written U4 rt Price) 18. FORCE ROADSIDE SEEDING AND LANDSCAPING ACCOUNT Five Thousand land 00/100 DOLLARS (Written Force Account Price) - B -3 $ Or ) per L.F. F.A. $5,000.00 2Lf o173$5,'Ia Bid Proposal cont' CONSTRUCTION OF JOHNSON ROAD from TYEE DRIVE to MILL ROAD CRP 996008 ITEM APPROX :: 1TEM WITH WRITTEN UNIT PRICE UNIT TOTAL :NO:....QUANTfTY.: PRICE 19. 200 SEEDED LAWN INSTALLATION_ SQUARE , YARDS. [-O U ,/' C� Lno �C/C-� DOLLARS (Written Unit Price) 20. FORCE REPAIR OR REPLACE EXISTING PUBLIC ACCOUNT -AND PRIVATE FACILITIES - Ten Thousand and 00/100 DOLLARS (Written Force Account Price) 21. 500 QUARRY SPALLS per S.Y. F.A. $10,000.00 TONS dflivtv r� v►r 0 yll�e G0 $ � �Do �C/ ) C% DOLLARS (Written Unit Price) 22. FORCE EXCAVATE DITCHLINE FOR PACE LANE ACCOUNT Seven Thousand and 00/100 DOLLARS (Written Force Account Price) . per TON F.A. $7,000.00 TOTAL BID - ITEMS 1 THROUGH 22 TOTAL: �-? Ut ` �'" ��%' 'I' $ D 7D .� b 3► 0 L . 1 ajl D�LLARS AbUS tJ ' y� AND co) CENTS (Written Total Price) 121/1dus/IYIE B -4 NON- COLLUSION DECLARATION I, by signing the proposal, hereby declare, under penalty of perjury under the laws of the United States that the following statements are true and correct: 1. That the undersigned person(s), firm, association or corporation has (have) not, either directly or indirectly, entered into any agreement, participated in any collusion, or otherwise taken any action in restraint of free competitive bidding in connection with the project for which this proposal is submitted. 2. That by signing the signature page of this proposal, I am deemed to have signed and have agreed to the provisions of this declaration. NOTICE TO ALL BIDDERS To report bid rigging activities call: 1- 800 - 424 -9071 The U.S. Department of Transportation ( USDOT) operates the above toll -free "hotline" Monday through Friday, ,8:00 a.m. to 5:00 p.m., eastern time. Anyone with knowledge of possible bid rigging, bidder collusion, or other fraudulent activities should use the "hotline" to report such activities. The "hotline" is part of USDOT's continuing effort to identify and investigate highway construction contract fraud and abuse and is operated under the direction of the USDOT Inspector General. All information will be treated confidentially and caller anonymity will be respected. Bid Proposal coat' BIDDER IDENTIFICATION The name of the Bidder submitting this proposal, the address and phone number to which all communications concerned with this proposal shall be made and the number which has been assigned indicating the Bidder is licensed to do business in the State of Washington are as follows: Firm Name: J Address: k2 L L5 Telephone �SE:� / �` '2—Contractor's Number �' �� J L y The Firm submitting this proposal is a Sole Proprietorship Partnership Corporation The names and titles of the principal officers of the corporation submitting this proposal, or of the partnership, or of all persons interested in this proposal as principals are as follows: ca NOTE: Signators of this proposal must be identified above. Failure to identify the Signators will be cause for considering the proposal irregular and for subsequent rejection of the bid... Bid Proposal coat' BID PROPOSAL SIGNATURE AND ADDENDUM ACKNOWLEDGEMENT The undersigned hereby agrees to pay labor not less than the prevailing rates of wages or less than the hourly minimum rate of wages as specified in the Specifications and Conditions, for this project. A proposal guaranty in an amount of five percent (5 %) of the total bid based upon the approximate estimate of quantities at the above prices and in the form as indicated below, is attached hereto: ( ) CASH In the am o nt of $ ( ) CASHIER'S CHECK ( ) CERTIFIED CHECK ( \/) PROPOSAL BOND Receipt is t ($ 5 Z� ) Dollars Payable to Whatcom Co. Central Purchasing in the amount of 5% of the total bid. hereby acknowledged by addendum (s) No. (s) , SIGNATURE OF AU H IZED FICIA ^) PROPOSAL MUST BE SIGNED)�V (Seal) I , Firm Name: ! (fc2cnJz tJ / V STATE OF WASHINGTON ) ss. COUNTY OFV ^ LfiVV/ , ) On this day of 1996, before. me personally appeared to me personally known to be the person described in and who executed the above instrument and who acknowledged to me the act of signing thereof. NOTARY PUBLIC, in and for the State of Washington, residing at: My Commission Expires: : ; - / - 9 This proposal form is not transferable and any alteration of the firm's name entered hereon without prior permission from the Whatcom County Road Engineer will be cause for considering the proposal irregular and for subsequent rejection.of the bid. B-7 SUBCONTRACTOR LIST Prepared in compliance with Chapter 378 Laws of 1993 The following listed bid items (listed in numerical sequence) for this project have been proposed for subcontracting to subcontractors as indicated. Construction of Johnson Road - Tyee Drive to Mill Road - CRP 996008. I. WORK TO BE SUBCONTRACTED Bidder must complete section 1A and /or IB) A. Contract items of work or partial items of work which exceed ten (10) percent of the total contract amount as bid are proposed for subcontracting (check one) , Yes/ No If answer to section IA is Yes, complete section IB B. The following contract items or partial items (listed in numerical sequence) which exceed ten (10) percent of the total contact amount. as bid, are proposed for subcontracting to the indicated subcontractors. Subcontractor Name Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers- Subcontractor Name Item Numbers II. WORK TO BE PERFORMED BY BIDDER Bidder must complete this section) A. The following contract items or partial items (listed in numerical sequence) which exceed ten (10) percent of the total contract amount as bid, will be completed by the Bidder. Bidder Name C r +l (o �'�S� r o L4 c d L 1 Item Numbers m:\enginccr\admin\kris\wpfiles\contract\1996\Johnson B-9 Bid Tabulation: "CONSTRUCTION OF JOHNSON ROAD from TYEE DRIVE to MILL ROAD ". CRP 996008 Bid Opening: 2:30 p.m. MAY 29, 1996 on ENGINEER'S ESTIMATE TE TIGER CONSTRUCT. . LTD. C ALLEN CONS T R U C T O M NY CO LACURCI O B O TH RS IN C. STRIDER IDER CONSTRUCT. CO MPA NY IN C 1MC O G EN E RA L CO NS C CT ON ION, WILDER CONSTRUCT. UCT ANY COMPANY >[ E STIMATE U I T TO TAL U N IT T O NIT T O TA L U NIT TOTAL UNIT TOTAL U UNIT T OTAL I.N ................... Q U ANTITY PRICE AM O UNT PRICE AMOUNT PRICE AMO UNr T PRICE PRICE PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT 18. Roadside Seeding 1 F.A. F.A. $5,000.00 F.A. $5,000.00 F.A. $5,000.00 F.A. $5,000.00 F.A. $5,000.00 $5,000.00 F.A. $5,00 0.00 And Landscaping 19. Seeded Lawn Installation 200 S.Y. 3.50 $700.00 4.25 $850.00 4.20 $840,00 3.50 $700.00 6.00 $1,200.00 6,22 $1,244.00 5.00 $1,000.00 20, Repair Or Replace Existing 1 F.A. F.A. $10,000.00 F.A. $10,000.00 F.A. $10,000.00 F.A. $10,000.00 F.A. $10,000.00 F.A. $10,000.00 F.A. $10,000.00 Public & Private Facilities 21. Quarry Spalls 500 Tons 25 $12,500.00 19.00 $9,500.00 19.00 9500 23.00 $11,500.00 15.00 $7,500.00 18.50 $9,250.00 24.25 $12,125.00 22. Excavate Ditchline 1 F.A. F.A. $7,000.00 F.A. $7,000.00 F.A. 7000 F.A. $7,000.00 F.A. $7,000.00 F.A. $7,000.00 F.A. $7,000.00 For Pace Lane TOTAL BID: ** Low Bidder * Denotes Extension Error By Contractor, Corrected. 1 hereby certify that the amounts tabulated herein, on pages 1 and 2 are correct and accurately represent the amounts contained in the Engineer's estimate and the respective bid proposals opened at 2:30 p.m., May 29, 1996, for the "Construction of Johnson Road from Tyee Drive to Mill Road ". Nasser Y. Mansour, P.E. Date $402,620.00 * $370,503.40 STATE OF WASHINGTON) COUNTY OF WHATCOM) $378,007.00 $383,001.00 $388,030.00 $416,909.28 $495,889.20 v On this day personally appeared )ss. before me Nasser Y. Mansour, P.E. to me known to be the individual described in and who executed the within and foregoing instrument. this J ` d y f 1996. NOTARYIPUBLIC Bid Tabulation CONSTRUCTION OF JOHNSON ROAD TYEE DRIVE to MILL ROAD ". CRP 996008 Bid Opening: 2. .,.m. MAY 29, 1996 ENGINEER'S AT E TIGER CONSTRUCT. L T ALLEN C O ST RU T. COMPANY C OLA C UR C I O BROTHERS, INC. I C. S IDER C ONST RU CT COMPANY, Y INC. I MCO G EN E RA L C O S T R CT 10 N IN C. W ILDER CONSTRUCT. COMPANY Y .............. ESTIMATE E NIT TOTAL UNIT TOTAL UNIT TOTAL UNIT TOTAL UNIT TOTAL UNIT TOTAL UNIT TOTAL >il Sl ;:::IAN:::'. >> :::>.......... E ...........PT .................. QUANTITY PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT PRICE PRICE PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT 1. Mobilization 1 L.S. L.S. $32,000.00 L.S. $27,000.00 L.S. $31,000.00 L.S. $38,000.00 L.S. $34,000.00 L.S. $33,453.20 L.S. $48,000.00 2. Temporary Water Pollution 1 F.A. F.A. $1,500.00 F.A. $1,500.00 F.A. $1,500.00 F.A. $1,500.00 F.A. $1,500.00 F.A. $1,500.00 F.A. $1,500.00 Control 3. Clearing And Grubbing 1 L.S. L.S. $15,000.00 L.S. $23,000.00 L.S. $9,500.00 L.S. $51,000.00 L.S. $17,500.00 L.S. $68,200.00 L.S. $36,000.00 4. Signing & Traffic Control 1 L.S. L.S. $10,000.00 L.S. $1,550.00 L.S. $6,200.00 L.S. $3,500,00 L.S. $2,000.00 L.S. $16,830.00 L.S. $19,600.00 5. Remove Existing Culvert Pipe 200 L.F. 5.00 $1,000.00 2.30 $460.00 5.75 $1,150.00 6.75 $1,350.00 15.00 $3,000.00 2.20 1 $440.00 20.50 $4,100.00 6. Roadway Excavation 7500 C.Y. 4.50 $33,750.00 5.50 $41,250.00 4.50 $33,750.00 4.20 $31,500.00 6.00 $45,000.00 4.10 $30,750.00 8.40 $63,000.00 Including Haul 7. Unsuitable Foundation 500 C.Y. 5.00 $2,500.00 5.10 $2,550.00 5.70 $2,850.00 5.00 $2,500.00 6.00 $3,000.00 4.77 $2,385.00 7.30 $3,650.00 Excavation Includ. Haul 8. Embankment Compaction 1000 C.Y. 1.00 $1,000.00 1.65 $1,650.00 1.15 $1,150.00 1.25 $1,250.00 2.00 $2,000.00 1.98 $1,980.00 4.50 $4,500.00 9. Construction Geotextile 6800 S.Y. 1.25 $8,500.00 0.56 $3,808.00 0.65 $4,420.00 0.60 $4,080.00 0.70 $4,760.00 0.56 $3,808.00 0.85 $5,780.00 10. Water 250 M.G. 30.00 $7,500.00 22.00 $5,500.00 17.00 $4,250.00 20.00 $5,000.00 15.00 $3,750.00 32.23 $8,057.50 30.00 $7,500.00 11. Gravel Base 13500 Tons 11.00 $148,500.00 11.53 $155,655.00 11.50 $155,250.00 9.81 $132,435.00 12.00 $162,000.00 11.42 $154,170.00 13.25 $178,875.00 12. Crushed Surfacing 2500 Tons 20.00 $50,000.00 12.70 $31,750.00 17.65 $44,125.00 14.60 $36,500.00 12.00 $30,000.00 12.72 $31,800.00 13.90 $34,750.00 Base Course 13. Asphalt Concrete Pavement 450 Tons 55.00 $24,750.00 47.50 $21,375.00 48.00 $21,600.00 45.00 $20,250.00 50.00 $22,500.00 30.47 $13,711.50 50.00 $22,500.00 Class "B" 14. ASTMC -76 Class III Reinforced 96 L.F. 40.00 $3,840.00 30.40 $2,918.40 44.50 $4,272.00 28.00 $2,688.00 40.00 $3,840.00 25.15 $2,414.40 48.40 $4,646.40 Concrete Culvert Pipe 12 -In. Dia. Including Gaskets 15. ASTMC -76 Class III Reinforced 252 L.F. 55.00 $13,860.00 33.25 $8,379.00 47.50 $11,970.00 32.00 $8,064.00 40.00 $10,080.00 24.66 $6,214.32 50.90 $12,826.80 Concrete Culvert Pipe 18 -In. Dia. Including Gaskets 16. ASTMC -76 Class III Reinforced 152 L.F. 65.00 $9,880.00 44.00 $6,688.00 55.00 $8,360.00 44.00 $6,688.00 50.00 $7,600.00 34.97 $5,315.44 60.00 $9,120.00 Concrete Culvert Ape 24 -In. Dia. Including Gaskets 17. ASTMC -76 Class III Reinforced 48 L.F. 80.00 $3,840.00 65.00 $3,120.00 90.00 $4,320.00 52.00 $2,496.00 100.00 $4,800.00 70.54 $3,385.92 92.00 $4,416.00 Concrete Culvert Pipe 30 -In. Dia. Including Gaskets