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Home My WebLink About94-278 Resolution No. 94-278 RESOLUTION APPROVING CHANGE ORDER NO. 1 IN THE CONTRACT WITH GLUTH BROTHERS CONSTRUCTION, INC. FOR THE WEST ZONE PHASE II WATER MAIN PROJECT WHEREAS, the City of Elgin has heretofore entered into a contract with Gluth Brothers Construction, Inc. for the West Zone Phase II water main project; and WHEREAS, it is necessary and desirable to modify the terms of the contract as is described in Change Order No. 1, attached hereto. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF ELGIN, ILLINOIS, that Richard B. Helwig, City Manager, be and is hereby authorized and directed to execute Change Order No. 1, a copy of which is attached hereto and made a part hereof by reference. s/ George VanDeVoorde George VanDeVoorde, Mayor Presented: October 12 , 1994 Adopted: October 12, 1994 Omnibus Vote: Yeas 7 Nays 0 Attest: s/ Dolonna Mecum Dolonna Mecum, City Clerk s ati ELGIN, ILLINOIS WEST ZONE - PHASE II CHANGE ORDER NO. 1 PAGE 1 OF 3 SCOPE: This Change Order No. 1 covers changes in the scope of work of the West Zone - Phase II water main project that were not reasonably foreseeable at the time the contract was signed and are in the best interest of the City. This contract for construction is with Gluth Brothers Construction, Inc. , Woodstock, Illinois. REASONS FOR CHANGE: Item 1 This project was bid on October 4, 1993. The City Council officially awarded the bid to Gluth Brothers on November 17, 1993. The contract documents stipulate that the project was to be substantially complete (for Owner's beneficial use) within 60 calendar days after written Notice to Proceed. The substantial completion date was determined to be January 23, 1994. Due to the late start, by contract, and with the extreme winter weather, the contractors progress was slower than anticipated. Therefore in order to allow the contractor time to complete construction, test, and chlorinate the completed main, the Substantial Completion date should be extended to March 9, 1994. This will not amount to a monetary change to the contract. Item 2 The contract documents stipulate that the project was to be fully complete within 90 calendar days after written Notice to Proceed. The Final Completion date was determined to be February 22, 1994. Due to the late start the contractor is unable to perform surface restoration (bituminous paving and seeding) until warmer weather. Therefore, the Final Completion date should be extended to June 15, 1994. This will not amount to a monetary change to the contract. Item 3 The project was designed and bid based on the concept that the 20-inch water main would cross Highland Avenue, west of the NIGAS easement, at the north end of the project. After the pit for the bore and jack operation under Highland Avenue was dug and equipment was set, the City was notified that they would be constructing on private property on the north side of Highland Avenue. The City then instructed the contractor to remove his equipment from the bore pit and backfill until a resolution was reached. The crossing was then relocated and the contractor remobilized at a later date to dig the pit and perform the bore and jack operations. This will result in a net addition to the contract. ELGIN, ILLINOIS WEST ZONE - PHASE II CHANGE ORDER NO. 1 PAGE 2 OF 3 Item 4 The project was designed and bid based on pipe routing and appurtenant work designated by the City. During the course of construction, the City informed the contractor that they wanted a 24-inch by 12-inch tee added along Weld Road for future expansion. Since this item was not in the original bid, a change order was necessary to include the material only cost of the fitting. This will result in a net addition to the contract. SUMMARY OF CHANGES IN CONTRACT AMOUNT: The contract dates and amounts will be revised as follows: Item 1 Add 36 calendar days to the contracted Substantial Completion date. Item 2 Add 113 calendar days to the contracted Final Completion date. Item 3 Add 19 crew hours for labor. Total add = $874.00. Add 20.5 hours equipment. Total add = $1,652.50. Total Additional Cost = $2,526.50. Item 4 Add 24-inch by 12-inch tee material cost. Total add = $1,175.00. TOTAL NET ADDITIONAL COST = $3,701.50 The original contract with Gluth Brothers Construction, Inc. was for $799,884.50 (Seven Hundred Ninety-Nine Thousand, Eight Hundred Eighty-Four and 50/100 Dollars) . With this change order amounting to $3,701.50 (Three Thousand Seven Hundred One and 50/100 Dollars) , the total contract amount will be $803,586.00 (Eight Hundred Three Thousand, Five Hundred Eighty-Six and 00/100 Dollars) . ELGIN, ILLINOIS WEST ZONE - PHASE II CHANGE ORDER NO. 1 PAGE 3 OF 3 OTHER CONTRACT PROVISIONS: All other contract provisions will remain the same. f� Agreed to this / iA day of C((,) = 6 , 1994. Recommended: Accepted: CLARK DIETZ, INC. GLUTH BROTHERS CONSTRUCTION, INC. Engineers and Architects Party of the Second Part (Contractor) By: i..� i i4_ , �. E, By:_ G? i� Title: VI ee Pjto t/0(0ti-74 Title: Pt_i__ / Ds.'--' T Date: 6 /C 6 1 q'`/ Date: My// 4- fv/ - ELGIN WATER DEPARTMENT CITY OF ELGIN ` Party of the First Part (Owner) C r By; �z!vL c ( �� By: ±1� _ Title: Gl-r4-(X ) Ida-#-(1 '?1J7 v Title: 8_,„:1Ei Date: l /07■ 9 Date: f° ``1 (44 t:0225-p2.wp �I I I� ft Wel gifax '' , i ,+-- ; 1 1994 ,,, 'W g .,. TELEPHONE 8151338-1662 1151 LAKE AVENUE FAX 815/338-1047 WOODSTOCK,ILLINOIS 60098 FEBRUARY 15 , 1994 CITY OF ELGIN - WATER DEPARTMENT 150 DEXTER COURT ELGIN, ILLINOIS 60120 REQUEST FOR CHANGE ORDER FOR WATER DISTRIBUTION SYSTEM IMPROVEMENTS WEST ZONE - PHASE II , ELGIN, ILLINOIS TIME AND MATERIAL WORK - WATER MAIN BORING PIT ON HIGHLAND AVENUE WAS EXCAVATED AND BORING EQUIPMENT INSTALLED, BUT DUE TO LACK OF EASEMENT HAD TO BE ABANDONED. LABOR 9 . 5 HR 45 . 00 427 . 50 FOREMAN 9 . 5 HR 47 . 00 446 . 50 UTILITY TRUCK w/TOOLS 9 . 5 HR 10 . 00 95 . 00 KOMATSU 300 BACKHOE w/OPERATOR 9 . 5 HR 145 . 00 1377 . 50 JOHN DEERE 755 CRAWLER w/OPERATOR 1 . 5 HR 120 . 00 180 . 00 24" x 12" D. I . MJ TEE (WATERPRO INVOICE ATTACHED) 1 EA 1175 . 00 1175 . 00 84" WATER VAULT - COMPLETE (WELCH BROS . INC. ATTACHED) 1 EA 1773 . 33 1773 . 33 24" BUTTERFLY VALVE (WATERPRO INVOICE ATTACHED) 1 EA 2594 . 00 2594 . 00 TOTAL REQUEST FOR CHANGE ORDER 8068 . 83 GLUTH BROS . CONSTRUCTION, INC. / GLUTH, PRESIDE T CC: CLARK DIETZ , INC . II ,, ORIGINAL INVOICE INVOICE H', WEST ZONE PHASE i I PLEASE REMIT TO P O BOX 95586 T. C/0 GLUTH BROS , CHICAGO IL 60694 5586 • P:'; JOB 93•--662 SOUTHWEST CORNER OF DIRECT INQUIRIES T0: RT 20 & WELD RD 0 ELGIN IL. alk wa vp terPrO (31.U-ill BROTHERS Phone: (708)665-1800 Fax; (708)665-1887 1. 1151 LAKE AVE INVOICE NO. INVOICE DATE I PAGE ( WHSE LL WOOLIS T OCK IL 60098 DROP SHIPME T i, ;; 51623 11/03/9 1 I s�. %D ) THANK YOU FOR OUR TERMS ARE NET 30 DAYS. IN THE EVENT YOU REQUIRE YOUR ORDER: ADDITIONAL CREDIT. SER'UCE CHARGES WILL BE A,',"' D AT THE RATE OF 1.5% PER MONTH ON THE U'N?AC. BALANCE. IR I.D.NO. TO I JOB NAME I NUMBER CUSTOMER P.O.NO., TRANSACTION NO. DATE ORDERED kg ( DATE SHIPPED SHIP VIA • BRO ?: V 516786 10/0.7/9: 9d911103/93 OUR TRUCK M NUitBER "AESCRliiijO! :, "QUANTITY 3 UNIT.L EXTENDED j 4"-s >". x - -i 4. ::.£ . - :ORDERED• SHIPPED - BACKORDERED PF{ICE� :,,AMOUNT.---:'''>_4 I , 861215354 24" X 20" 'DI: MJ TEE. 1 1 0 EA 1566.000 /5664001 412MM 24"X:12" DI MJ TEE 0 EA 1175.000 2350.00 024Mi`f 24" Di MJ 90 BEND % 0 EA 1.401 .000 9807+00 224MM 24" DI MJ 22 1/2 BEND 1 1 0 EA 892.000 892.00 24 24" I:II MJ LONG SLEEVE 1. 1 0 EA 7.1.0.000 710400 006MM 20"X6" LII M.J TEE 2 '.1 0 EA 787.000 1574.00 • 520MM 20" DI MJ •45 BEND ,. -_ 0 EA 6304000 1260.06 861215356 20" X 12" MJ REDUCER 1 1 0 EA 460.000 460.00 1.2 12" DI SJ PLUG LI 4 0 EA 106.000 42.4400 *Are you in compliance with new OSHA confined space* <rea_ 1r lj s Call _ s today +oT ncrc information ! *< 'u 14L NET MERCHANDISE SALES TAX IAINOU - �t ACCT. rJ; l 19,043.00 0.00 19,043.0 n 11 1 11! _ I ,i. 1!!!!!11:Tellir WE LCH BROS., INC. _1050 ST. CHARLES ST. ELGIN, IL. 60120 DATE • (708) 741-613 ' 12/28/931 32951:n . S GLU�00 S '4' :#: INVOICE :T: :_: O GLUTH H EROS. , INC. H TOE; 662 L 1151 LAKE AVE . P WELD ROAD WA T ERi 1A I N D WOODSTOCK, IL INPROVEMENTS T F.00 _; T ELGIN O 338. 1552 IP VIA JOB NO. CUST.ORDER NO. DATE ORDERED DATE SHIPPED DRIVER CLERK NO. TERMS C.A. :.1-2• 66'2 12/28/93 12/2__/'1_; 07 NET 30 DAYS 1 ORDERED SHIPPED ITEM NO. DESCRIPTION - INVElli UNIT PRICE - AMOUNT . INVOICE INVOICE INVOICE INVOICE 1 .00 346C:E, 84" CAST BOTTOM EA 170 .0 0 170 .00 1 . 00 _.'44 E,E' 84 .. 48 BARREL RISER VF 1F.0. 00 E,4 i-i . 0 i 1 .00=O 34248 84 x 24 BARREL RISER 'IF 11;0 . 00 3'7'0 .00 1 . 00 4Ti_ 84' ~T r G FLAT TOP OFFSET H EA 400. 00 400 . 00 1 .00 3416E 4 . . 16 BARREL RISER VF 1 E,0 . ij{i 213 .33 f::. 00 1" EZ STICK 14 . 5' RL ROLL 3 . 75 _;0 . 00 DEC 1993 VENDOR 106 --.,4 - 1773.33 • 1773.3:3 SALES AMOUNT SALES TAX _SHIPPING CHARGE MISCELLANEOUS CODE DEPOSIT CASH CODE BALANCE DUE 4. PLEASE PAY THIS AMOUNT .> • t RECD.BY . CUSTOMER COPY S ORIGINAL INVOICE INVOICE .P:0.BOX•95586' H ±f::i T' tc.Ctii�lF:: F''+�;-)s_'3E: �:;+ PLEASE REMIT TO 'CHICAGO IL 60694-5586r i `l - C/0 OL i T h( 1:tRf_:S ._. ..;OB *i'''.�:'_}' .��tii.-1 f" P I DIRECT INQUIRIES TO: T. ii 0 F:I_G3:N II.. gk Water"' %, 10 B ;31_.(.i'[I-3 i h(.,"'Ti 11:life Phone: (708)665.1800 Fax: (708)665-1887 I, I L'. 1151 )-•AK E AVE INVOICE NO. INVOICE DATE PAGE is J1...).!)_+.._•T f_,t.,1i- IL 60092 L�?L'(.:.f.(.f� q 7 .+345L 1 01./0'3/t)4r :1 NO 0 J THANK YOU FOR OUR TERMS ARE NET 30 DAYS. IN THE EVENT YOU REQUIRE YOUR ORDER: ADDITIONAL CREDIT, SERVICE CHARGES WILL BE ASSESSED AT THE RATE OF 1.5% PER MONTH ON THE UNPAID BALANCE. CUSTOMER I.D.NO. TU JOB NAME/NUMBER CUSTOMER P.O.NO. TRANSACTION NO. DATE ORDERED MAN DATE SHIPPED SHIP VIA 9(:i!_l1E'•FS('l 25 93'-•662 533290-3 1.1.n /93 90901/03/94 OUR TRUCK QUANTITY UNIT "EXTENDED=r`, ITEM NUMBER DESCRIPTION .PRICE AMOUNT ORDERED SHIPPED BACK ORDERED • I:{F'V324MML. 24"MJ DF VL.V. PRATT DL. a 3 () EA 2594.000 7782.00 1 i~i.J:t{N0640 3/4"X5" MJ BOLT & NUT ^`? o EA 0.,000 0.00 FR T 1 W f'C: F F1 F::]:c•i l T' 1 1 0 M I O�t7 t7 0 0.�t)t) *Are t? Y{J t.). :LI"i ('f flt(:) 1. L�:),It:"(� w L'{'.i'i 1??cs trl % to) (_ri s t-- :1.: !wd I:)o{_(. *irc--?C!u . T'0iflO?ftis�!' (:C1_!.:!. us {:C)�1�:1y for mare :t.nf':)T`0)C\1•. .C)n ! * HVENDOR 114-61 I •i: ! NET MERCHANDISE SALES TAX INVOICE - AMOUNT 7y782.00 i 4 l0 7y782.00 "/1-1.- CITY OF ELGIN, ILLINOIS WEST ZONE - PHASE II Final Payment Request No. 3 Through 20 June 1994 Payable to: Gluth Brothers Construction 1151 Lake Avenue Woodstock, IL 60098 Contract Work Completed Item Description, Estimated Unit Total No. Unit of Measure Quantity Price Amount Quantity Amount 1 12-Inch Diameter Water 65 LF $ 30.00 $ 1,950.00 76 $ 2,280.00 Main, BFM #2 2 20-Inch Diameter Water 6,715 LF 45.50 305,532.50 7,105 323,277.50 Main, BFM #2 3 24-Inch Diameter Water 6,340 LF 52.00 329,680.00 6,463 336,076.00 Main, BFM #2 4 24-Inch Diameter Water 435 LF 65.00 28,275.00 436 28,340.00 Main, BFM #4 5 20-Inch Diameter Water 95 LF 175.00 16,625.00 110 19,250.00 Main Crossing (Bore and Jack) with 30-Inch Casing 6 20-Inch Diameter Water 90 LF 95.00 8,550.00 90 8,550.00 Main Crossing (Open Cut) with 30-Inch Casing 7 5-Foot Diameter Valve 4 EA 1,900.00 7,600.00 6 11,400.00 Vault with 12-Inch Gate Valve 8 6-Foot Diameter Valve 6 EA 3,000.00 18,000.00 6 18,000.00 Vault with 20-Inch Butterfly Valve 9 7-Foot Diameter Valve 8 EA 4,000.00 32,000.00 9 36,000.00 Vault with 24-Inch Butterfly Valve 10 Fire Hydrant Assembly 14 LF 1,443.00 20,202.00 14 20,202.00 Contract Work Completed Item Description, Estimated Unit Total No. Unit of Measure Quantity Price Amount Quantity Amount 11 Field Tile Replacement, 100 LF $12.00 $ 1,200.00 256 $ 3,072.00 4"-8" Diameter 12 Field Tile Replacement, 50 LF 15.00 750.00 130 1,950.00 10"-15" Diameter 13 Field Tile Replacement, 50 LF 30.00 1,500.00 0 0.00 18" and Larger 14 Seeding 3.0 AC 2,500.00 7,500.00 1.30 3,250.00 15 Surface Replacement, 35 SY 10.00 350.00 25 250.00 Aggregate 16 Surface Replacement, 480 SY 25.00 12,000.00 361 9,025.00 Bituminous Concrete 17 Temporary Surface 480 SY 7.00 3,360.00 313 2,191.00 Replacement, Bituminous Concrete 18 Rock Excavation 10 CY 1.00 10.00 64 64.00 19 Granular Trench 400 TONS 12.00 4,800.00 0 0.00 Stabilization Contract Amount $799,884.50 $823,177.50 Change Order No. 1 20 Highland Ave. Bore Pit 1 EA 2,526.50 2,526.50 1 2,526.50 21 Additional 24" x 12" Tee 1 EA 1,175.00 1,175.00 1 1,175.00 Revised Contract Amount $803,586.00 $826,879.00 V:062094M1.WP CITY OF ELGIN WEST ZONE - PHASE II PAYMENT ESTIMATE SUMMARY ORIGINAL CONTRACT AMOUNT $799,884.50 CHANGE ORDER NO. 1 3,701.50 REVISED CONTRACT AMOUNT $803,586.00 TOTAL VALUE OF COMPLETED WORK $826,879.00 DEDUCT RETAINAGE (0%) 0.00 BALANCE DUE ON COMPLETED WORK $826,879.00 LESS PREVIOUS PAYMENTS 770,357.37 DUE THIS PAYMENT $ 56,521.63 ESTIMATE CERTIFICATION Contractor - GLUTH BROS. CONSTRU T y l /�� _% Date �i 5l Engineer - CLARK DIETZ, INC. , i /? ('�� Date 00'1-- Owner - CITY OF ELGIN, IL /Ga Date y//‘/ V:062094M1.WP t • in Agenda Item No. • qp e September 21, 1994 TO: Mayor and Members of the City Council FROM: Richard B. Helwig, City Manager SUBJECT: Authorization of Change Order #1, Final Payment, and Acceptance of West Zone Phase II Water Main (W-06 & W-09) PURPOSE This memorandum will provide the Mayor and City Council with information to consider in approving change order #1, author- izing final payment, and accepting the project. BACKGROUND The City Council awarded the contract of 1992 water distribu- tion system improvements, West Zone Phase II to Gluth Bros . Construction, Inc. , at its November 17 , 1993, meeting. The project generally included the construction of a 24-inch water main from Randall Road along U.S. Route 20 approximate- ly 6,899 linear feet (W-06) and of a 20-inch water main con- necting to the end of the 24-inch main going north across U.S. Route 20 and connecting to the water main on Highland Avenue, approximately 7, 305 linear feet (W-09 ) . The total project installed about 14,200 feet or 2 .7 miles of new water transmission mains . Attached is change order #1 for additional changes in the scope of the work, which includes the following items : Item #1 : Add 36 calendar days to the contracted final completion date Item #2 : Add 113 calendar days to the contracted final completion date Item #3: Add 19 crew hours for labor $ 874 .00 Add 20 .5 hours for equipment 1,652 .50 TOTAL $2,526 .50 Page 2 Item #4 : Add 24" x 12" tee material cost $1, 175 . 00. TOTAL NET ADDITIONAL COST $3, 701 .50 Details and justification for the above are included on the attached change order #1 . Gluth Bros . has completed the project in compliance with the plans and specifications prepared by Clark Dietz, Inc . COMMUNITY GROUPS/INTERESTED PERSONS CONTACTED None. FINANCIAL IMPACT The initial contract was awarded for $799 ,884 .50 . The con- tract amount based on actual measured in-place quantities totaled $823, 177 .50 . Change order #1, which covers addition- al changes in the scope of work, amounts to $3, 701 .50 . This brings the total revised contract cost to $826, 879 . 00. Also attached for your consideration is a copy of the final pay- ment request. LEGAL IMPACT None. RECOMMENDATION It is recommended that the City Council authorize payment of change order #1 in the amount of $3,701 .50 and of the final payment to Gluth Bros . Construction, Inc. , in the amount of. $56,521 . 63 and accept the completed project. espectfully Sub 772d, / / ^J - /a/Grl James L. Kristiansen Public Works Director Richard B. Helwig City Manager RBH:JLK:PLB: jk 01140914 .294 n Agenda Item No. 3 _ r �'q4!!0 Pt0 November 11, 1993 TO: Mayor and Members of the City Council FROM: Robert 0. Malm, Assistant City Manager SUBJECT: Award of West Zone - Phase II Water Main Bid PURPOSE This memorandum will provide the Mayor and City Council with information to consider in awarding a construction contract for the west zone-Phase II water main. BACKGROUND On October 4, 1993, 17 bids were opened for the construction of a 24-inch/20-inch water main as a part of the water distri- bution improvements. This project will extend the 24-inch water main constructed in 1992 (from the Airlite Street Water Treatment Plant to Randall Road) from Randall Road west along U.S. Route 20 approximately 6,775 linear feet. From this point, a 20-inch water main will be constructed to connect to the water main on Highland Avenue, approximately 7,900 feet to the north. Clark Dietz, Inc. , the Public Works/Water Department' s engi- neer for this project, has completed its evaluation of the bids received, and the company's comments and recommendations are noted on the attached letter. FINANCIAL IMPACT Funds totalling $877,800 have been allocated for this project in the Water Department's 1993 budget under the two titles Airlite to Nestler 24-inch water main (W-06) and U.S. Route 20 to Highland Avenue 20-inch water main (W-09) , appropria- tion #392-0000-795.92-80 (Projects 409006 and 409009, respec- tively) . The engineer's estimate for this project was $1, 109,415 . r Award of West Zone-Phase II Water Main Bid November 11, 1993 Page 2 RECOMMENDATION It is recommended that this contract be awarded to the over- all low bidder, Gluth Bros. Construction, Inc. , Woodstock, for a price of $799,884 .50 . Rob t 0. Mal Assistant City Manager ROM:amp Attachment c: Larry Deibert, Director of Water Operations 47) Al, CD I CLARK DIETZ, INC. r October 5, 1993 Mr. Larry Deibert Director of Water Operations City of Elgin 150 Dexter Court Elgin, IL 60120-5555 Re: 1992 Water Distribution System Improvements West Zone - Phase II Dear Mr. Deibert: On Monday, October 4, 1993 the City of Elgin opened bids for the above referenced project. The apparent low bidder was Gluth Brothers Construction, Inc., Woodstock, Illinois, 60098 in the amount of$799,884.50. Our estimate, provided to the City of Elgin on September 13, 1993, was $1,109,415.00. We recommend to the City of Elgin that they accept the low bid from Gluth Brothers Construction, Inc. in the amount of$799,844.50 and begin proceedings to execute the agreement. A bid tabulation of the results of the bid opening is attached. If you have any further questions, please call. Very truly yours, Clark Dietz, Inc. Buddy D. huler MRV/mlg 1005-M1.WP cc: Mr. John Callan, CDI Mr. Mike Sarro, Elgin Purchasing Agent r Clark Dietz,Inc. 1817 S.Neil,Suite 100 Champaign,IL 61820 217/373-8900 ENGINEERS ARCHITECTS CITY OF ELGIN, ILLINOIS 1992 WATER DISTRIBUTION SYSTEM IMPROVEMENTS WEST ZONE - PHASE II Clark Dietz. Inc. Gluth Bros. Constr. Rossi Contractors Item Description, Estimated Unit Total Unit Total Unit Total No. , Unit of Measure Quantity Price Amount Price Amount Price Amount 1 12-Inch Diameter Water 65 LF 35.00 2,275.00 30.00 1,950.00 57.00 3,705.00 Main, BFM #2 2 20 Inch Diameter Water 6,715 LF 60.00 402,900.00 45.50 305,532.50 46.25 310,568.75 Main, BFM #2 3 24-Inch Diameter Water 6,340 LF 65.00 412,100.00 52.00 329,680.00 54.00 342,360.00 Main, BFM #2 4 24-Inch Diameter Water 435 LF 80.00 34,800.00 65.00 28,275.00 70.00 30,450.00 Main, BFM #4 5 20-Inch Diameter Water 95 LF 300.00 28,500.00 175.00 16,625.00 231.00 21,945.00 Main Crossing (Bore and Jack) with 30-Inch Casing 6 20-Inch.Diameter Water 90 LF 275.00 24,750.00 95.00 8,550.00 100.00 9,000.00 Main Crossing (Open Cut) with 30-Inch Casing 7 5-Foot Diameter Valve 4 EA 2,500.00 10,000.00 1,900.00 7,600.00 1,925.00 7,700.00 Vault with 12-Inch Gate Valve 8 6-Foot Diameter Valve 6 EA 5,000.00 30,000.00 3,000.00 18,000.00 3,800.00 22,800.00 Vault with 20-Inch Butterfly Valve 9 7-Foot Diameter Valve 8 EA 8,000.00 64,000.00 4,000.00 32,000.00 5,275.00 42,200.00 Vault with 24-Inch Butterfly Valve 10 Fire Hydrant Assembly 14 LF 2,000.00 28,000.00 1443.00 20,202.00 1,510.00 21,140.00 11 Field Tile Replacement, 100 LF 12.00 1,200.00 12.00 1,200.00 15.00 1,500.00 4"-8" Diameter 12 Field Tile Replacement, 50 LF 20.00 1,000.00 15.00 750.00 25.00 1,250.00 10"-15" Diameter 13 Field Tile Replacement, 50 LF 25.00 1,250.00 30.00 1,500.00 40.00 2,000.00 18" and Larger Clark Dietz. Inc. Gluth Bros. Constr. Rossi Contractors Item Description, Estimated Unit Total Unit Total Unit Total lilt_ Unit of Measure Quantity Price, Amount Price Laud Price Amount 14 Seeding 3.0 AC 10,000.00 30,000.00 2,500.00 7,500.00 2,250.00 6,750.00 15 Surface Replacement, 35 SY 8.00 280.00 10.00 350.00 8.00 280.00 Aggregate 16 Surface Replacement, 480 SY 32.00 15,360.00 25.00 12,000.00 26.00 12,480.00 Bituminous Concrete 17 Temporary Surface 480 SY 25.00 12,000.00 7.00 3,360.00 16.00 7,680.00 Replacement, Bituminous Concrete 18 Rock Excavation 10 CY 100.00 1,000.00 1.00 10.00 150.00 1,500.00 19 Granular Trench 400 TONS 25.00 10,000.00 12.00 4,800.00 10.00 4,000.00 Stabilization TOTAL BASE BID AMOUNT 1,109,415.00 799,884.50 849,308.75 W:E04BDTB1.WP 410m4k irm1/4 irmN CITY OF ELGIN, ILLINOIS 1992 WATER DISTRIBUTION SYSTEM IMPROVEMENTS WEST ZONE - PHASE II J. Conadon Sewer pemosev Ina. Inc. Twin Sewer & Water Item Description, Estimated Unit Total Unit Total gait Total HI.. Unit of Measure Quantity WO Amount Price Amount Price Amount 1 12-Inch Diameter Water 65 LF 42.30 2,749.50 34.77 2,260.05 44.00 2,860.00 Main, BFM #2 2 20 Inch Diameter Water 6,715 LF 43.00 288,745.00 44.24 297,071.60 47.50 318,962.50 Main, BFM #2 3 24-Inch Diameter Water 6,340 LF 49.60 314,464.00 61.18 387,881.20 61.00 386,740.00 Main, 8FM #2 4 24-Inch Diameter Water 435 LF 67.00 29,145.00 62.51 27,191.85 53.00 23,055.00 Main, BFM #4 5 20-Inch Diameter Water 95 LF 165.35 15,708.25 200.00 19,000.00 140.00 13,300.00 Main Crossing (Bore and Jack) with 30-Inch Casing 6 20-Inch Diameter Water 90 LF 110.00 9,900.00 100.00 9,000.00 140.00 12,600.00 Main Crossing (Open Cut) with 30-Inch Casing 7 5-Foot Diameter Valve 4 EA 1,820.00 7,280.00 1,500.00 6,000.00 1,885.00 7,540.00 Vault with 12-Inch Gate Valve 8 6-Foot Diameter Valve 6 EA 3,215.00 19,290.00 3,750.00 22,500.00 3,150.00 18,900.00 Vault with 20-Inch Butterfly Valve 9 7-Foot Diameter Valve 8 EA 5,755.00 46,040.00 5,900.00 47,200.00 4,245.00 33,960.00 Vault with 24-Inch Butterfly Valve 10 Fire Hydrant Assembly 14 LF 2,495.00 34,930.00 1,400.00 19,600.00 1,650.00 23,100.00 11 Field Tile Replacement, 100 LF 30.00 3,000.00 25.00 2,500.00 15.00 1,500.00 4"-8" Diameter 12 Field Tile Replacement, 50 LF 40.80 2,040.00 35.00 1,750.00 22.00 1,100.00 10"-15" Diameter 13 Field Tile Replacement, 50 LF 88.00 4,400.00 45.00 2,250.00 35.00 1,750.00 18" and Larger J. Congdon Sewer Denney Ing. Inc. Twin Sewer 6 Water Item Description, Estimated Unit Total Unit Total Unit Total No. Unit of Measure Quantity Price Amoun t Price Amoun t Price Amount 14 Seeding 3.0 AC 21,540.00 64,620.00 4,000.00 12,000.00 1,500.00 4,500.00 15 Surface Replacement, 35 SY 5.00 175.00 5.50 192.50 7.00 245.00 Aggregate 16 Surface Replacement, 480 SY 24.10 11,568.00 25.00 12,000.00 39.00 18,720.00 Bituminous Concrete 17 Temporary Surface 480 SY 10.00 4,800.00 15.00 7,200.00 45.00 21,600.00 Replacement, Bituminous Concrete 18 Rock Excavation 10 CY 400.00 4,000.00 200.00 2,000.00 48.00 480.00 19 Granular Trench 400 TONS 18.00 7,200.00 16.00 6,400.00 17.00 6,800.00 Stabilization TOTAL BASE BID AMOUNT 870,054.75 883,997.20 897,712.50 W:E04BDTB2.WP Irm1/4 4rmlok 4r4 CITY OF ELGIN, ILLINOIS 1992 WATER DISTRIBUTION SYSTEM IMPROVEMENTS WEST ZONE - PHASE II Glenbrook Excavating Szabo Contracting Lake County Grading Item Description, Estimated Unit Total Unit Total Unit Total Mo. Unit of Measure Quantity Price Amoun t Price Amount Price Amount 1 12-Inch Diameter Water 65 LF 50.00 3,250.00 60.00 3,900.00 39.00 2,535.00 Main, BFM #2 • 2 20 Inch Diameter Water 6,715 LF 51.50 345,822.50 46.00 308,890.00 49.50 332,392.50 Main, BFM #2 3 24-Inch Diameter Water 6,340 LF 55.50 351,870.00 58.00 367,720.00 61.00 386,740.00 Main, BFM #2 4 -24-Inch Diameter Water 435 LF 62.00 26,970.00 66.00 28,710.00 71.00 30,885.00 Main, BFM #4 5 20-Inch Diameter Water 95 LF 223.00 21,185.00 250.00 23,750.00 187.00 17,765.00 Main Crossing (Bore and Jack) with 30-Inch Casing 6 20-Inch Diameter Water 90 LF 100.00 9,000.00 150.00 13,500.00 122.00 10,980.00 Main Crossing (Open Cut) with 30-Inch Casing 7 5-Foot Diameter Valve 4 EA 2,100.00 8,400.00 2,725.00 10,900.00 2,400.00 9,600.00 Vault with 12-Inch Gate Valve 8 6-Foot Diameter Valve 6 EA 3,500.00 21,000.00 4,500.00 27,000.00 5,150.00 30,900.00 Vault with 20-Inch Butterfly Valve 9 7-Foot Diameter Valve 8 EA 5,000.00 40,000.00 6,250.00 50,000.00 6,700.00 53,600.00 Vault with 24-Inch Butterfly Valve 10 Fire Hydrant Assembly 14 LF 1,500.00 21,000.00 2,895.00 40,530.00 1,600.00 22,400.00 11 Field Tile Replacement, 100 LF 15.00 1,500.00 17.00 1,700.00 13.00 1,300.00 4"-8" Diameter 12 Field Tile Replacement, 50 LF 30.00 1,500.00 42.00 2,100.00 33.00 1,650.00 10"-15" Diameter 13 Field Tile Replacement, 50 LF 75.00 3,750.00 75.00 3,750.00 80.00 4,000.00 18" and Larger 1 1 . Glenbrook Excavating Szabo Contracting Lake County Grading Item Description, Estimated Unit Total Unit Total Y..Bit Total No. Pnit of Measure Quantity Price Amount Eau Amount Price AMOIli 14 Seeding 3.0 AC 4,000.00 12,000.00 4,400.00 13,200.00 2,000.00 6,000.00 15 Surface Replacement, 35 SY 35.00 1,225.00 6.00 210.00 12.00 420.00 Aggregate 16 Surface Replacement, 480 SY 37.00 17,760.00 21.00 10,080.00 19.00 9,120.00 Bituminous Concrete 17 Temporary Surface 480 SY 17.00 8,160.00 4.00 1,920.00 10.00 4,800.00 Replacement, Bituminous Concrete 18 Rock Excavation 10 CY 150.00 1,500.00 125.00 1,250.00 150.00 1,500.00 19 Granular Trench 400 TONS 25.00 10,000.00 25.00 10,000.00 31.00 12,400.00 Stabilization TOTAL BASE BID AMOUNT 905,892.50 919,110.00 938,987.50 W:E04BDTB3.WP cok irmik Irk. CITY OF ELGIN, ILLINOIS 1992 WATER DISTRIBUTION SYSTEM IMPROVEMENTS WEST ZONE - PHASE II Gerardi Sewer & Water j:_ T.tnaPn & Sono, Trine Construction Item Description, Estimated Unit Total Unit Total !hit Total NZ._ unit of Measure Quantity Price &M at Price Amount Price Muni 1 12-Inch Diameter Water 65 LF 35.56 2,311.40 35.00 2,275.00 30.00 1,950.00 Main, BFM #2 c 2 20 Inch Diameter Water 6,715 LF 50.00 335,750.00 50.50 339,107.50 49.80 334,407.00 Main, BFM #2 3 24-Inch Diameter Water 6,340 LF 59.00 374,060.00 60.00 380,400.00 57.80 366,452.00 Main, BFM #2 4 24-Inch Diameter Water 435 LF 65.00 28,275.00 73.00 31,755.00 69.28 30,136.80 Main, BFM #4 5 20-Inch Diameter Water 95 LF 265.00 25,175.00 220.00 20,900.00 267.22 25,385.90 Main Crossing (Bore and Jack) with 30-Inch Casing 6 20-Inch Diameter Water 90 LF 115.00 10,350.00 90.00 8,100.00 79.22 7,129.80 Main Crossing (Open Cut) with 30-Inch Casing 7 5-Foot Diameter Valve 4 EA 1,875.25 7,501.00 2,500.00 10,000.00 2,318.00 9,272.00 Vault with 12-Inch Gate Valve 8 6-Foot Diameter Valve 6 EA 3,785.45 22,712.70 4,800.00 28,800.00 4,541.00 27,246.00 Vault with 20-Inch Butterfly Valve 9 7-Foot Diameter Valve 8 EA 5,575.65 44,605.20 6,500.00 52,000.00 6,600.00 52,800.00 Vault with 24-Inch Butterfly Valve 10 Fire Hydrant Assembly 14 LF 2,740.00 38,360.00 1,600.00 22,400.00 2,550.00 35,700.00 11 Field Tile Replacement, 100 LF 21.80 2,180.00 30.00 3,000.00 30.00 3,000.00 4"-8" Diameter 12 Field Tile Replacement, 50 LF 38.00 1,900.00 35.00 1,750.00 45.00 2,250.00 10"-15" Diameter 13 Field Tile Replacement, 50 LF 77.55 3,877.50 40.00 2,000.00 65.00 3,250.00 18" and Larger Gerardi Sewer & Water H. Linden & Sons Trine Construction Item Description, Estimated Unit Total Unit Total Unit Total No. Unit of Measure Quantity Price Amount Price Amount Price Amoun 14 Seeding 3.0 AC 10,000.00 30,000.00 4,000.00 12,000.00 12,000.00 36,000.00 15 Surface Replacement, 35 SY 5.25 183.75 3.00 105.00 12.00 420.00 Aggregate 16 Surface Replacement, 480 SY 16.50 7,920.00 23.00 11,040.00 20.00 9,600.00 Bituminous Concrete 17 Temporary Surface 480 SY 7.70 3,696.00 7.00 3,360.00 18.00 8,640.00 Replacement, Bituminous Concrete 18 Rock Excavation 10 CY 300.00 3,000.00 70.00 700.00 100.00 1,000.00 19 Granular Trench 400 TONS 9.00 3,600.00 10.00 4,000.00 14.75 5,900.00 Stabilization TOTAL BASE BID AMOUNT 945,457.55 933,692.50 960,539.50 W:E04BDTB4.WP ir 4rmik C CITY OF ELGIN, ILLINOIS 1992 WATER DISTRIBUTION SYSTEM IMPROVEMENTS WEST ZONE - PHASE II Vincent Divito Inc Elmwood Enterprises George Kennedy Constr Item Description, Estimated Unit Total Unit Total Unit Total Unit of Measure Quantity Price Amount Price Amount Price Amount 1 12-Inch Diameter Water 65 LF 43.00 2,795.00 45.00 2,925.00 75.00 4,875.00 Main, BFM #2 2 20 Inch Diameter Water 6,715 LF 54.00 362,610.00 58.00 389,470.00 60.00 402,900.00 Main, BFM #2 3 24-Inch Diameter Water 6,340 LF 64.00 405,760.00 65.00 412,100.00 63.00 399,420.00 Main, BFM #2 4 24-Inch Diameter Water 435 LF 88.00 38,280.00 75.00 32,625.00 77.00 33,495.00 Main, BFM #4 5 20-Inch Diameter Water 95 LF 274.00 26,030.00 280.00 26,600.00 185.00 17,575.00 Main Crossing (Bore and Jack) with 30-Inch Casing 6 20-Inch Diameter Water 90 LF 115.00 10,350.00 150.00 13,500.00 55.00 4,950.00 Main Crossing (Open Cut) with 30-Inch Casing 7 5-Foot Diameter Valve 4 EA 2,100.00 8,400.00 2,000.00 8,000.00 2,900.00 11,600.00 Vault with 12-Inch Gate Valve 8 6-Foot Diameter Valve 6 EA 4,000.00 24,000.00 5,300.00 31,800.00 5,200.00 31,200.00 Vault with 20-Inch Butterfly Valve 9 7-Foot Diameter Valve 8 EA 5,000.00 40,000.00 6,700.00 53,600.00 7,500.00 60,000.00 Vault with 24-Inch Butterfly Valve 10 Fire Hydrant Assembly 14 LF 1,700.00 23,800.00 1,600.00 22,400.00 3,400.00 47,600.00 11 Field Tile Replacement, 100 LF 15.00 1,500.00 26.00 2,600.00 30.00 3,000.00 4"-8" Diameter 12 Field Tile Replacement, 50 LF 20.00 1,000.00 39.00 1,950.00 45.00 2,250.00 10"-15" Diameter 13 Field Tile Replacement, 50 LF 25.00 1,250.00 51.00 2,550.00 60.00 3,000.00 18" and larger Vincent Divito Inc Elmwood Enterprises George Kennedy Constr Item Description, Estimated Unit Total Unit Total Unit Total No. Unit of Measure Quantity Price Amount Price Amount Price Amount, 14 Seeding 3.0 AC 2,000.00 6,000.00 4,000.00 12,000.00 2,000.00 6,000.00 15 Surface Replacement, 35 SY 4.00 140.00 100.00 3,500.00 12.00 420.00 Aggregate 16 Surface Replacement, 480 SY 34.00 16,320.00 50.00 24,000.00 27.00 12,960.00 Bituminous Concrete 17 Temporary Surface 480 SY 5.00 2,400.00 25.00 12,000.00 20.00 9,600.00 Replacement, Bituminous Concrete 18 Rock Excavation 10 CY 25.00 250.00 200.00 2,000.00 100.00 1,000.00 19 Granular Trench 400 TONS 8.00 3,200.00 12.00 4,800.00 20.00 8,000.00 Stabilization TOTAL BASE BID AMOUNT 974,085.00 1,058,420.00 1,059,845.00 W:E04BDTB5.WP Irm' Irmk 4rmk, CITY OF ELGIN, ILLINOIS 1992 WATER DISTRIBUTION SYSTEM IMPROVEMENTS WEST ZONE - PHASE II Kenny Construction Kovilic Constr Co. Mosele & Assoc.. Inc, Item Description, Estimated Unit Total Unit Total Unit Total NO.._ Unit of Measure Quantity Price Amount Price Amount Price Amount 1 12-Inch Diameter Water 65 LF 70.00 4,550.00 62.00 4,030.00 90.00 5,850.00 Main, BFM #2 2 20 Inch Diameter Water 6,715 LF 70.00 470,050.00 68.00 456,620.00 94.00 631,210.00 Main, BFM #2 3 24-Inch Diameter Water 6,340 LF 75.55 478,987.00 80.00 507,200.00 105.00 665,700.00 Main, BFM #2 4 24-Inch Diameter Water 435 LF 110.00 47,850.00 100.00 43,500.00 122.00 53,070.00 Main, BFM #4 5 20-Inch Diameter Water 95 LF 375.00 35,625.00 411.00 39,045.00 250.00 23,750.00 Main Crossing (Bore and Jack) with 30-Inch Casing 6 20-Inch Diameter Water 90 LF 230.00 20,700.00 411.00 36,990.00 150.00 13,500.00 Main Crossing (Open Cut) with 30-Inch Casing 7 5-Foot Diameter Valve 4 EA 3,200.00 12,800.00 2,502.00 10,008.00 3,000.00 12,000.00 Vault with 12-Inch Gate Valve 8 6-Foot Diameter Valve 6 EA 4,200.00 25,200.00 5,356.00 32,136.00 5,300.00 31,800.00 Vault with 20-Inch Butterfly Valve 9 7-Foot Diameter Valve 8 EA 6,400.00 51,200.00 7,867.00 62,936.00 6,700.00 53,600.00 Vault with 24-Inch Butterfly Valve 10 Fire Hydrant Assembly 14 LF 1,700.00 23,800.00 1,875.00 26,250.00 1,750.00 24,500.00 11 Field Tile Replacement, 100 LF 40.00 4,000.00 25.00 2,500.00 40.00 4,000.00 4"-8" Diameter 12 Field Tile Replacement, 50 LF 50.00 2,500.00 37.00 1,850.00 80.00 4,000.00 10"-15" Diameter 13 Field Tile Replacement, 50 LF 70.00 3,500.00 50.00 2,500.00 160.00 8,000.00 18" and Larger , Kenny Construction Kovilic Constr Co. Mosele & Assoc.. Inc. Item Description, Estimated Unit Total Unit Total (AA Total No. Unit of Measure Quantity Price Amount Price Amount Price Amount 14 Seeding 3.0 AC 11,900.00 35,700.00 5,971.00 17,913.00 6,500.00 19,500.00 15 Surface Replacement, 35 SY 9.00 315.00 10.00 350.00 11.00 385.00 Aggregate 16 Surface Replacement, 480 SY 32.00 15,360.00 19.00 9,120.00 24.00 11,520.00 Bituminous Concrete 17 Temporary Surface 480 SY 12.00 5,760.00 16.00 7,680.00 12.00 5,760.00 Replacement, Bituminous Concrete 18 Rock Excavation 10 CY 220.00 2,200.00 218.00 2,180.00 300.00 3,000.00 19 Granular Trench 400 TONS 14.00 5,600.00 13.75 5,500.00 60.00 24,000.00 Stabilization TOTAL BASE BID AMOUNT 1,245,697.00 1,268,308.00 1,595,145.00 W:EO480186.MP