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HomeMy WebLinkAbout Bid Information and PacketsNotice to Bidders Maple Acres Water Main Contract 57 Sealed Bids for the City of Carmel, Indiana, Maple Acres Water Main, Contract 57 will be received by the City of Carmel, Indiana, ("Owner) at the office of the Clerk Treasurer in City Hall, One Civic Square, Carmel, Indiana 46032, until 10:00 a.m., local time, on October 18, 2006. The Bids will be publicly opened and read by the Board of Public Works and Safety at 10:00a.m. on October 18, 2006, in Council Chambers at City Hall. The Bid should be clearly marked "BID ENCLOSED Contract No. 57" on the outside of the envelope, and as otherwise set forth in the Bid Documents. No late bids will be accepted. In general, the work consists of approximately 1,640 -ft. of 8 -in. HDPE directionally drilled water main. Copies of the Bidding Documents may be examined at the office of the Utility Director, or at the office of Jones & Henry Engineers, Ltd., ( "Engineer ") 2420 Coliseum Blvd., Suite 214, Fort Wayne, Indiana 46805, without charge. Copies may be obtained from the latter office upon the non - refundable deposit of $40.00, check only, made payable to Jones & Henry Engineers, Ltd., for each set of Bidding Documents. Bids must be submitted on the forms found in the Bid package, must contain the names of every person or company interested therein, and shall be accompanied by a Bid Bond in the amount of 10% of the amount bid with satisfactory corporate surety or by a certified check on a solvent bank in the amount of the Bid, subject to Revised Form 96 conditions provided in the Instructions to Bidders. The successful bidder will be required to furnish satisfactory Performance and Payment Bonds in the amount of 100% of the Bid. Any Bid may be withdrawn prior to the scheduled closing time for receipt of Bids, but no bidder shall withdraw his Bid within 45 days after the actual opening thereof. The Owner reserves the right to reject and /or cancel any and all Bids, solicitations and /or offers in whole or in part as specified in the solicitation when it is not in the best interests of the governmental body as determined by the purchasing agency in accordance with IC 5- 22 -18 -2. The Owner also reserves the right to waive irregularities in any Bid, and to accept any Bid which is deemed most favorable to the Owner. Diana Cordray Clerk Treasurer Publication dates: Friday September 29, 2006 and Friday, October 6, 2006. Form Prescriber) by State Board of Accounts CITY OF CARMEL- TOPtGS LEOALS COUNTY, INDIANA LINE COUNT 900549- 4537555 General Form No. 99 P (Rev. 1987) To: INDIANAPOLIS NEWSPAPERS 307 N PENNSYLVANIA ST - PO BOX 145 INDIANAPOLIS, IN 46206 -0145 PUBLISHER'S CLAIM Display Matter - (Must not exceed two actual lines, neither of which shall total more than four solid lines of the type in which the body of the advertisement is set). Number of equivalent lines Head - Number of lines Body - Number of lines Tail - Number of lines Total number of lines in notice COMPUTATION OF CHARGES 82.0lines 1.0 columns wide equals 82.0 equivalent lines at .492 cents per line Additional charge for notices containing rule and figure work (50 per cent of above amount) Charges for extra proofs of publication ($1.00 for each proof in excess of two) TOTAL AMOUNT OF CLAIM DATA FOR COMPUTING COST Width of single column 7.83 ems Size of type 5.7 point Number of insertions 2.0 Pursuant to the provisions and penalties of Chapter 155, Acts of /953, I hereby certify that the foregoing account is just and correct, that the amount claimed is legally due, after allowing all just credits, and that no part of the sane has been paid. DATE: 10/06/06 900549- 4537555 Notice to Bidders Maple Acres Water Main Contract 57 Sealed Bids for the City of Car - imel, Indiana, Maple Acres Wa- ter Main, Contract 57wlllbere- ndiae by the at thCarmel, fi 'Indiana, thea.le Hall, the Clerk c Treasurer is Cel, Indiana na 4 46032, uat, 10 Carmel, Intllatae, 05 cob r 18, a06, local time,one October o erred The Bids by be Beard of Pubes and read dy taNe Boats 0f Public at Works and bar Safety , 20 6, 1n Council 'C b rsr t8, ity Hall. In Ite Bid Chambers b at airy ma The Bid should NCLO E dearly ct No. "BID ENCLOSED of the Contract elo e, on as outside eftheorth in envelope, and as otherwise set late bids is will Bid Documents. No late bids will be ac In general, the work consists of approximately 1,640 -ft of 8 -in. HOPE directionally drilled water Docn. Copies f the Bidding uments may be examined at the office of the Utility Director, Er at the office Of Jones & Henry ngineers, Ltd., CFnmeeerr ) .24211 Coliseum Blvd. Suite 214, Fort Wayne. Indiana .46805, ,without charge. Copies may be obtained from the latter office upon the non-refundable de- posit of 540.00, check only, made payable t0 Jones & Henry 'Engineers, Ltd., for each set of Bidding Documents. Bids must be submitted On the forms found in the Bid ppackage, must contain the names of Every person or mmpanyinter- ested therein, and shall be ac- companied by a Bid Bond in the amount of 1000 of the amount bid with satisfactory corporate surety vnt bank In 58e amount of a the Bid, subject to Revised Form 96 conditions provided in the Instructions to Bidders. The successful bidder will be re- quired to furnish satisfactory Ford Bonds in Performance and of Payment the Bid. Any Bid may be withdrawn prior to the scheduled closing tome for receipt of Bids, but no bid- der shall withdraw his Bid within 45 days after the actual opening thereof. The Owner reserves the right to reject and /or cancel any and all Bids, solicitations and /or off ers in whole or in part as specified in the solicitation when a is not in the best interests of the governmental body as deter- mined by me purchasing agency n accordance with IC 5-2248 - 2. The Owner also reserves the right to waive irregularities in any Bid, and to accept any Bid which is deemed most favor- able to the Owner. Diana Cordray Clerk Treasurer ( INL 09/29,10/06 - 4537555) $ 40.34 $ $ .00 $ .00 $ $ $ $ 40.34 }an /P2& /9*-L llae PUBLISHER'S AFFIDAVIT State of Indiana SS: MARION County Clerk Title Personally appeared before me, a notary public in and for said county and state, the undersigned Stacey McCullough who, being duly sworn. says that SHE is clerk of the INDIANAPOLIS NEWSPAPERS a DAILY STAR newspaper of general circulation printed and published in the English language in the city of INDIANAPOLIS in state and county aforesaid, and that the printed matter attached hereto is a true copy, which was duly published in said paper for 2 time(s), between the dates of: 09/29/2006 and 10/06/2006 Subscribed and sworn to before me on 10/06/06 My commission expires: PRESCRIBED FORMULA CA COLUMN - 94 POINT NTS / 5.7 PT. TYPE - 16.49 MS / 250 - .06596 SQUARES SQUARES x $5.14 - .339 CENTS PER LINE "OFFICIAL SEAL" Susan Ketchem Notary Public, State of Indiana 95 /05/20!1 Notary Public RATE PER LINE PUBLISHED 1 TIME = .339 PUBLISHED 2 TIMES= .509 PUBLISHED 3 TIMES= .679 PUBLISHED 4 TIMES= .848 1 1 EXHIBIT A BID CONTRACT IDENTIFICATION: City of Carmel, Indiana, Maple Acres Utility Improvements, Contract 57. THIS BID IS SUBMITTED TO: City of Carmel, c/o Clerk Treasurer, One Civic Square, Carmel, Indiana 46032. 1. The undersigned BIDDER proposes and agrees, if this Bid is accepted, to enter into an Agreement with OWNER in the form included in the Contract Documents to perform and furnish all Work as specified or indicated in the Contract Documents for the Bid Price and within the Bid Time indicated in this Bid and in accordance with the other terms and conditions of the Contract Documents. 2.. BIDDER accepts all of the terms and conditions of the Advertisement or Invitation to Bid and Instructions to Bidders, including without limitation those dealing with the disposition of Bid security. This Bid will remain subject to acceptance for 45 days after the day of Bid opening. BIDDER will sign and submit the Agreement with the Bonds and other documents required by the Bidding Requirements within fifteen days after the date of OWNER'S Notice of Award. 3. In submitting this Bid, BIDDER represents, as more fully set forth in the Agreement, that: (a) BIDDER has examined and carefully studied the Bidding Documents and the following Addenda, receipt of all which is hereby acknowledged: (List Addenda by Addendum Number and Date.) Number Date Number Date (b) BIDDER has visited the site and become familiar with and is satisfied as to the general, local and site conditions that may affect cost, progress, performance and furnishing of the Work. (c) BIDDER is familiar with and is satisfied as to all federal, state and local Laws and Regulations that may affect cost, progress, performance, or furnishing of the Work. (d) BIDDER has carefully studied all reports of explorations and tests of subsurface conditions at or contiguous to the site and all drawings of physical conditions in or relating to existing surface or subsurface structures at or contiguous to the site (except Underground Facilities) which have been identified in the Supplementary Conditions as provided in paragraph 4.2.1 of the General Conditions. BIDDER accepts the determination set forth in paragraph SC -4.2 of the Supplementary Conditions of the extent of the "technical data" contained in such reports and drawings upon which BIDDER is entitled to rely as provided in paragraph 4.2 of the General Conditions. A•B•1 BIDDER acknowledges that such reports and drawings are not Contract Documents and may not be complete for BIDDER's purposes. BIDDER acknowledges that OWNER and ENGINEER do not assume responsibility for the accuracy or completeness of information and data shown or indicated in the Bidding Documents with respect to Underground Facilities at or contiguous to the site. BIDDER has obtained and carefully studied (or assumes responsibility for having done so) all such additional or supplementary examinations, investigations, explorations, tests, studies and data concerning conditions (surface, subsurface and Underground Facilities) at or contiguous to the site or otherwise which may affect cost, progress, performance or furnishing of the Work or which relate to any aspect of the means, methods, techniques, sequences and procedures of construction to be employed by BIDDER and safety precautions and program incident thereto. BIDDER does not consider that any additional examinations, investigations, explorations, tests, studies or data are necessary for the determination of this Bid for performance and furnishing of the Work in accordance with times, price and other terms and conditions of the Contract Documents. (e) BIDDER is aware of the general nature of the Work to be performed by Owner and others at the site that relates to Work for which this Bid is submitted as indicated in the Contract Documents. (f) (g.) BIDDER has correlated the information known to BIDDER, information and observations obtained from visits to the site, reports and drawings identified in the Contract Documents and all additional examinations, investigations, explorations, tests, studies and data with the Contract Documents. BIDDER has given ENGINEER written notice of all conflicts, errors, ambiguities or discrepancies that BIDDER has discovered in the Contract Documents and the written resolution thereof by ENGINEER is acceptable to BIDDER, and the Contract Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performing and furnishing the Work for which this Bid is submitted. (h) This Bid is genuine and not made in the interest of or on behalf of any undisclosed person, firm, or corporation and is not submitted in conformity with any agreement or rules of any group, association, organization, or corporation; BIDDER has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid; BIDDER has not solicited or induced any person, firm, or corporation to refrain from bidding; and BIDDER has not sought by collusion to obtain for itself any advantage over any other Bidder or over OWNER. 4. BIDDER will complete the Work for the unit prices shown on the following pages: A-B-2 PHASE I Note: The items listed herein will constitute a complete Agreement. A Bid must be made on each item with no qualifying statement. Quantities are not guaranteed. Final payment will be based on actual quantities. Bidder acknowledges that quantities are not guaranteed and final payment will be based.on actual quantities determined as provided in the Contract Documents. All specific cash allowances are included in the prices set forth below and have been comeuted in accordance with paragraph 11.8 of the General Conditions. Mil JIM AIM _ _ .B A a alma — BASE BID 451 -5888 In: L.S. - Lump Sum L.F. - Lineal Foot N.R. - Hourly Rate A -B -3a Qty Unit Price in Figures Unit Price in Words Total Est. Cost of tem Item No. Description Unit 1 L5'�h� b� ij o„s .. jar 1 bo nag I --- i 6t) ain 1 Mobilization LS 2 Audio Visual Recording LS 1 LtiZY I` //i� TWb "-TjJ -uj 1,16 3a 6-inch PVC SDR35 House Leads (Sanitary Sewer) LF 0 1 1� �,i2 �� �N ��� 3b 8 inch PVC SDR35 Sewer LF 0 44 S 4 Manhole Type I & 1S EA 0 11II �`i�� '� isocr �-SUt4- 'suh. ujthe ni S.Y --T"` 5 Drop Inlet Manhole Install EA 0 n 1 c/ 0 1.14432 i -11”,- 6 UN O ( , C JZ1 � 6 8 inch DIP Pressure Class 350 Water Main LF 1,620 Ob u �Lk S 5C TyC' iDh qa6 ! 6(3 7 1 inch Copper Service Lines LF 330 i I r� i�� / U S� 'JT C i\ �].� I I ' ,bit �p 8 Hydrant Assembly EA 9 8 -inch Gate Valve EA 5 o D► D,r 14k NI 'NI °' Sao 16o 10 Concrete Sidewalk, Curb & Gutter LS 0 '1 c/� „ Lt �`- i4ui10� .-- i OO Dt.;ti � . �tt1U -eU U G � 11 12a Special Backfill 8 inch Aggregate Base CY CY 90 30 �D Ws ti1T�( L. Soy. C�1 C G ��,I �,� l 1 'I I S�Y 100 � 6b i6� C, T b U i Mil JIM AIM _ _ .B A a alma — BASE BID 451 -5888 In: L.S. - Lump Sum L.F. - Lineal Foot N.R. - Hourly Rate A -B -3a MI ,® >i Jill SA ill la al :i Mil 11111 11111 BASE BID PHASE I Item No. Description Unit Qty Unit Price in Figures Unit Price in Words Total Est. Cost of Item 12b 3 inch bituminous leveling course CY 15 44 fl i 11agi -tkW� 'LI _ SL't'1 kvad�1R near" 1 c "J aos 'b �1 12c 1.5 inch wearing course CY 7 13 Concrete 6 inch driveway CY 8 -1 144 tikai � 1Nt tit-Q 14 Dewatering LS 0 `/�1= qi yal 1 10Od11 4VwW� M VOAz_ G 0 EA 047 4-- ��0 15 Tree replacement 1 inch Sugar Maple EA 4 1 A-N�nO1�ED V�v� IL ;�0 16a Stream Crossing #1 w /2x3x30 conc LS 0 6 w 1 iJ 11.k H A.. fLuMLs, _ WQ/\ St k i `._ cW 16b Stream Crossing #2 w /20 LF encase LS 0 '1"'1,%Qc 7i. - 4�0�!- NJ�T+-1�9A �lM �� �I tLt-.1 $ O+x..0 iryry QI ■ 17 Erosion Control Blanket SY 0 ' Ki•ni ✓ 18 Clearing, Grubbing and Tree Removal LS 0 (,� ' lb A )CT j i ( vu�n� - 1L9 _a h 1 WEKTr ■ It 1/� TOTAL PHASE I BASE BID DKt& Nun tice n<<^rV .fl T3,1 C� (? N ^_ I 1910 Iw O(81 '\ y M W A -13-3b IIII II lit it m BR BASE BID PHASE II Ea NIL Ea Ewa giam voss. Item No. Description 1 2 3a Mobilization Audio Visual Recording 6 -inch PVC SDR35 House Leads (Sanitary Sewer) Unit Qty I LS LS LF 0 1 500 3b 4 5 6 7 8 9 8 inch PVC SDR35 Sewer Manhole Type I & 1S Drop Inlet Manhole Install 8 inch DIP Pressure Class 350 Water Main 1 inch Copper Service Lines Hydrant Assembly 8 -inch Gate Valve LF EA EA LF LF EA EA 2570 8 2 0 0 0 0 10 11 12a Concrete Sidewalk, Curb & Gutter Special BackfillpiAOltiikj 8 inch Aggregate Base LS cY CY 1 17bo 150 Unit Price in Figures c,,546 kbb Unit Price in Words W JQ. � y Ga �,1�-y 1 i ,,o No sP D b &4..4a, St ..i4 SAX —CH iR.-tll -'kit JO" DO. LO-4) stic L910 0 1(4-0t 6■.ASciio y i � taS r oe J 5W) CAU-. -,..x, L & sk) >2 -Nt~ht7& /J 1. 14d� l 1 csy pr,1 a�avN� 0,t E. flu✓tll�0 (fib csiL *4U JA -1\„ Jut,, y °C Stkzrk. Ce44-s Total Est. Cost of Item IC* 106 �l191 100 ffitig U) bo loth �5 bt k ! I 11 660 .CIO A -B -3C Ma MBA 16113 ® BSI Mil Ma Rik MIS Ellit Eli BEL M WM . Milk BASE BID PHASE II Item No. Description Unit Qty Unit Price in Figures Unit Price in Words Total Est. Cost of Item 12b 3 inch bituminous leveling course CY 50 I _ "� 1� I�Ilf, &i'lu/�f,�OOTN,Q,, 1)6 I& 12c 1.5 inch wearing course CY 25 811 449- PNuaDei SQ.il Eir Etvir W ibb 13 Concrete 6 inch driveway CY 4 71 � � ` Imo-& C C � �VQn ry�yyLQo �Iki`�� II MOM 14 Dewatering g LS 1 �/ d ,, I i I a di �� x�'NTt'I €c4 -T� �4h ��r ALA TeltAir D N`c � C i CP_ S l7 �/ - J iii L. I ti 15. Tree replacement 1 inch Sugar Maple EA 0 i JD J �� \vQ.'NID./WL1. ; ,J�n C la \ ^ u :V 16a Stream Crossing #1 I [J 'to' w /2x3x30 conc LS 1 q /ID - . `Qib }atp 16b Stream Crossing #2 w /20 ' r j„ 1'1'9_4i \-6U- - V u nkAo0 LF encase LS 1 5 IQ k ki, uz: /-1, is, VJ � bo 17 Erosion Control Blanket SY 200 , MEW NI In+ fl 18 Clearing, Grubbing and Tree Removal LS 1 1 �1` 16 [OAS tO cc y-�_ T a`^ !1 Lk' 4!�0 1 V J , A. I - �I� a.� s 1 !L UJ� S . ■- i.w,4IU //6 � rrvLUns ��D Yin , TOTAL PHASE II BASE BID �ru� J1i.1/1ALU) =' V SCVH/1v &WIC' O`y� / O P4 A,%60. *0-y �+4oup N +) TOTAL PHASE I & II -41 V e -pl{(4114 �Jyi'y SQL JQ,l�. F -� BASE BID ��' LX /\t�,7 Irk�,I,� v�+�v 61 ic,66� /���j/ "" A -B -3d 4A LISTED "OR- EQUAL" OR SUBSTITUTIONS (a) The name or make of any piece of equipment or material of construction specified in Part C of the Contract Documents shall be used in determining the base and alternate bid price. Where two or more Equipment or Product Manufacturers are named, bidders may use any of the named. Bidder may offer "Or- Equal" or substitutions for specified Equipment or Product Manufacturer, provided they name on a Bid Substitution List the "Or- Equal" or substitute offered together with the total amount to be added to, or deducted from the amount of their base or alternate bid for the corresponding project item. (b) All provisions for review and acceptance of an offered substitute shall comply with the Contract Documents. Owner reserves the right to accept or reject any offered substitute. (c) If the Bidder does not name any substitute on his "Bid Substitution List" the specified Equipment or Product Manufacturers shall be used. No additional substitutes may be offered for items on the "Bid Substitution List" subsequent to the award of the Contract. (d) Contract award shall be determined by the Total of Phase I and Phase II Base Bid only. The work in Phase II may or may not be performed at the determination of the Owner. 5. 'BIDDER agrees that the Work will be substantially complete and completed and ready for final payment in accordance with paragraph 14.13. of the General Conditions on or before the dates or within the number of calendar days indicated in the Agreement. BIDDER accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the Work within the times specified in the Agreement. 6. The following documents are attached to and made a condition of this Bid: (a) Required Bid Security in the form of Surety Bond or Certified Check. (b) Indiana Revised Form 96. 7. Communications concerning this Bid shall be addressed to: Jones & Henry Engineers, Ltd., 2420 Coliseum Blvd. N., Suite 214, Fort Wayne, IN 46805, (260) 482 -1920. 8. The terms used in this Bid which are defined in the General Conditions or Instructions will have the meanings indicated in the General Conditions. or Instructions. Submitted on Copyright 2005 451 -5888 kw A•B.4 Jones & Henry Engineers, Ltd. If BIDDER is: An Individual By Doing business as Business address: (Individual's Name) Phone No.: A Partnership By (Firm Name) (General Partner) Business address: (Title) Phone No.: A Corporation By �VG (Corporation Name) (State of Incorporation) ,(Name of Person Authorized to Sign) (Corporate Seal) Attest (Title) (Se Ct�aryyr)'' (�/ Corporate Address: 411,3/4 �W I L— ( \` \N, . ( {A7 L-11) cL49 151 -5888 kw Copyright 2005 A -B-5 Jones c Henry Engineers,Ltd. Phone No.: `ti6 46 Date of Qualification to do Business is: A Joint Venture By (Name) (Address) By (Name) (Address) Phone Number and Address for Receipt of Official communications: (Each joint venturer must sign. The manner of signing for each individual, partnership, and corporation that is a party to the joint venture should be in the manner indicated above ) 451 -5888 k« A• B -6 Copyright 2005 Jones 4 Henry Engineers,Ltd. EXHIBIT A BID CONTRACT IDENTIFICATION: City of Carmel, Indiana, Maple Acres Utility Improvements, Contract 57. THIS BID IS SUBMITTED TO: City of Carmel, c/o Clerk Treasurer, One Civic Square, Carmel, Indiana 46032. 1. The undersigned BIDDER proposes and agrees, if this Bid is accepted, to enter into an Agreement with OWNER in the form included in the Contract Documents to perform and furnish all Work as specified or indicated in the Contract Documents for the Bid Price and within the Bid Time indicated in this Bid and in accordance with the other terms and conditions of the Contract Documents. 2. BIDDER accepts all of the terms and conditions of the Advertisement or Invitation to Bid and Instructions to Bidders, including without limitation those dealing with the disposition of Bid security. This Bid will remain subject to acceptance for 45 days after the day of Bid opening. BIDDER will sign and submit the Agreement with the Bonds and other documents required by the Bidding Requirements within fifteen days after the date of OWNER's Notice of Award. 3. In submitting this Bid, BIDDER represents, as more fully set forth in the Agreement, that: (a) BIDDER has examined and carefully studied the Bidding Documents and the following Addenda, receipt of all which is hereby acknowledged: (List Addenda by Addendum Number and Date.) Number Date Number Date ilirJ»4um 1 July at zaoto (b) BIDDER has visited the site and become familiar with and is satisfied as to the general, local and site conditions that may affect cost, progress, performance and furnishing of the Work. (c) BIDDER is familiar with and is satisfied as to all federal, state and local Laws and Regulations that may affect cost, progress, performance, or furnishing of the Work. (d) BIDDER has carefully studied all reports of explorations and tests of subsurface conditions at or contiguous to the site and all drawings of physical conditions in or relating to existing surface or subsurface structures at or contiguous to the site (except Underground Facilities) which have been identified in the Supplementary Conditions as provided in paragraph 4.2.1 of the General Conditions. BIDDER accepts the determination set forth in paragraph SC -4.2 of the Supplementary Conditions of the extent of the "technical data contained in such reports and drawings upon which BIDDER is entitled to rely as provided in paragraph 4.2 of the General Conditions. A•B•1 BIDDER acknowledges that such reports and drawings are not Contract Documents and may not be complete for BIDDER's purposes. BIDDER acknowledges that OWNER and ENGINEER do not assume responsibility for the accuracy or completeness of information and data shown or indicated in the Bidding Documents with respect to Underground Facilities at or contiguous to the site. BIDDER has obtained and carefully studied (or assumes responsibility for having done so) all such additional or supplementary examinations, investigations, explorations, tests, studies and data concerning conditions (surface, subsurface and Underground Facilities) at or contiguous to the site or otherwise which may affect cost, progress, performance or furnishing of the Work or which relate to any aspect of the means, methods, techniques, sequences and procedures of construction to be employed by BIDDER and safety precautions and program incident thereto. BIDDER does not consider that any additional examinations, investigations, explorations, tests, studies or data are necessary for the determination of this Bid for performance and furnishing of the Work in accordance with times, price and other terms and conditions of the Contract Documents. (e) BIDDER is aware of the general nature of the Work to be performed by Owner and others at the site that relates to Work for which this Bid is submitted as indicated in the Contract Documents. (f) BIDDER has correlated the information known to BIDDER, information and observations obtained from visits to the site, reports and drawings identified in the Contract Documents and all additional examinations, investigations, explorations, tests, studies and data with the Contract Documents. (91 BIDDER has given ENGINEER written notice of all conflicts, errors, ambiguities or discrepancies that BIDDER has discovered in the Contract Documents and the written resolution thereof by ENGINEER is acceptable to BIDDER, and the Contract Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performing and furnishing the Work for which this Bid is submitted. (h) This Bid is genuine and not made in the interest of or on behalf of any undisclosed person, firm, or corporation and is not submitted in conformity with any agreement or rules of any group, association, organization, or corporation; BIDDER has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid; BIDDER has not solicited or induced any person, firm, or corporation to refrain from bidding; and BIDDER has not sought by collusion to obtain for itself any advantage over any other Bidder or over OWNER. 4. BIDDER will complete the Work for the unit prices shown on the following pages: A-B-2 BASE BID PHASE I Note: The items listed herein will constitute a complete Agreement. A Bid must be made on each item with no qualifying statement. Quantities are not guaranteed. Final payment will be based on actual quantities. Bidder acknowledges that quantities are not guaranteed and final payment will be based on actual quantities determined as provided in the Contract Documents. All specific cash allowances are included in the prices set forth below and have been computed in accordance with paragraph 11.8 of the General Conditions. Item No. Description Unit Qty Unit Price in Figures Unit Price in Words Total Est. Cost of Item 1 Mobilization LS 1 . ;1 �/ '7/,1'`� Y.lkSilSQlk3',g/ J, U/Id/YlJ 9461)171/ six and 2 Audio Visual Recording LS 1 J 4000 100 ;i /A AL. Lt .'l h / (.l(46 ()lop 3a 6 -inch PVC SDR35 House Leads (Sanitary Sewer) LF 0 1 ' i Q' WI 3b 8 inch PVC SDR35 Sewer LF 0 • i '00 - 4 Manhole Type I & 1S EA 0 1 'eo 11=111111 5 Drop Inlet Manhole Install EA 0 i 0'I 6 8 inch DIP Pressure Class 350 Water Main LF 1,620 ,,l 7 . v y l (.// er lYhoc, Tc? q% ,70 7 1 inch Copper Service Lines LF 330 1 M 8 Hydrant Assembly EA 4 G � 'Op 9 8 -inch Gate Valve EA 5 OOp' t i do wo i 00 10 Concrete Sidewalk, Curb & Gutter LS 0 ' o'a ' O' 00 11 Special Backfill CY 90 i i Six. 5I is and 77 /100 12a 8 inch Aggregate Base CY 30 ' 50 if 75-00 60 4S1 -5888 k. L.S. - Lump Sum L.F. - Lineal Foot H.R. - Hourly Rate A -B -3a a A ABA AM M A AM d MB UMOW OWN WM s am s a Jggp A mom BASE BID PHASE I A -B-3b Description Unit Qty Unit Price in Figures Unit Price in Words Total Est. Cost of Item Item No. CY 15 / I f 1 1 1 �J£ )� /✓ 0o i 100 12b 3 inch bituminous leveling course 12c 1.5 inch wearing course CY 7 // t / / r2,00 '00 13 Concrete 6 inch driveway CY 8 M , agO0 100 14 Dewatering LS 0 i i 15 Tree replacement 1 inch Sugar Maple EA 4 /500 '•, dne '1%70L/�9 T - ✓ra' 1 000 .)O 16a Stream Crossing #1 w /2x3x30 conc LS 0 i 1 0 I c 1 1 Q 100 _ 16b Stream Crossing #2 w /20 LF encase LS 0 1 ' 1 0 1 0 100 17 Erosion Control Blanket SY 0 Q12 0:00 18 Clearing, Grubbing and Tree Removal LS 0 ' Qi O 010a i i ■ TOTAL PHASE I SASE BID ■ 7 A 1 "MT :d8 A -B-3b ass a a a M an ABM a as a a -flrffralp . BASE BID PHASE II Item No. Description Unit Qty Unit Price in Figures Unit Price in Words Total Est. Cost of Item Mobilization LS 0 / i iy1 00 1 2 Audio Visual Recording LS 1 MIA / ( . , alJ100 3a 6 -inch PVC SDR3S House Leads (Sanitary Sewer) LF 500 i i i /a`67 -1 00 3b 8 inch PVC SDR35 Sewer LF 2570 4 Manhole Type Z & 1S EA 8 7 361 'OC1 :® 5 Drop Inlet Manhole Install EA 2 1 7 %U�J/ (Mai 54461 y'i)ree hurr/cer :� ;Yty 1 /Sh# 0 � `J57 /vu; ? I 0 7 ' ' 90 6 8 inch DIP Pressure Class 350 Water Main LF 0 1 0 'y SICO 7 1 inch Copper Service Lines LF 0 MIMI 0100 8 Hydrant Assembly EA 0 6710 9 8 -inch Gate Valve EA 0 / 1 0 100 10 Concrete Sidewalk, Curb & Gutter LS 1 /5-6OO1° '7:1 t.Y * &V I /1b60 00 11 Special Backfill CY i�oo I700 i a ;Ace 12a 8 inch Aggregate Base CY 150 A -B -3C BASE BID PHASE II Item No. Description Unit Qty Unit Price in Figures Unit Price in Words Total Est. Cost of Item 12b 3 inch bituminous leveling course CY 50 .575J la I t / 25000 C o 12c 1.5 inch wearing course CY 25 ye '�1 / 'YPC ha rd 7500 'o• 13 Concrete 6 inch driveway CY 4 ,?O 1 id 0 ' 00 14 Dewatering LS 1 1 300 i ft /Del • ,x 3o.000,ob 15 Tree replacement 1 inch Sugar Maple EA 0 1 1 O • D 'oo 16a Stream Crossing #1 w/2x3x30 cone LS 1 rc.„_',2C,CO 0110 0 16b Stream Crossing #2 w /20 LF encase LS 1 000Q1StL do00010°O /! /I!% III � 0 17 Erosion Control Blanket SY 200 Mal WIMMEIRMIE ' i /0000 'o 1 t ?CVO' OD 5-1/pf -/ 13 Clearing, Grubbing and Tree Removal LS 1 TOTAL PHASE II EASE BID TOTAL PHASE I & II BASE BID ' 77jq'7f 1 1 f 1 1 4A LISTED "OR- EQUAL" OR SUBSTITUTIONS (a) The name or make of any piece of equipment or material of construction specified in Part C of the Contract Documents shall be used in determining the base and alternate bid price. Where two or more Equipment or Product Manufacturers are named, bidders may use any of the named. Bidder may offer "Or- Equal" or substitutions for specified Equipment or Product Manufacturer, provided they name on a Bid Substitution List the "Or- Equal" or substitute offered together with the total amount to be added to, or deducted from the amount of their base or alternate bid for the corresponding project item. (b) All provisions for review and acceptance of an offered substitute shall comply with the Contract Documents. Owner reserves the right to accept or reject any offered substitute. (c) If the Bidder does not name any substitute on his "Bid Substitution List" the specified Equipment or Product Manufacturers shall be used. No additional substitutes may be offered for items on the "Bid Substitution List" subsequent to the award of the Contract. (d) Contract award shall be determined by the Total of Phase I and Phase II Base Bid only. The work in Phase II may or may not be performed at the determination of the Owner. 5. BIDDER agrees that the Work will be substantially complete and completed and ready for final payment in accordance with paragraph 14.13. of the General Conditions on or before the dates or within the number of calendar days indicated in the Agreement. BIDDER accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the Work within the times specified in the Agreement. 6. The following documents are attached to and made a condition of this Bid: (a) Required Bid Security in the form of Surety Bond or Certified Check. (b) Indiana Revised Form 96. 7. Communications concerning this Bid shall be addressed to: Jones & Henry Engineers, Ltd., 2420 Coliseum Blvd. N., Suite 214, Fort Wayne, IN 46805, (260) 482 -1920. 8. The terms used in this Bid which are defined in the General Conditions or Instructions will have the meanings indicated in the General Conditions or Instructions. Submitted on Ahrt js* o7 , 20062. 451 -5888 kw A -B-4 Copyright 2005 Jones a Henry Engineers, Ltd. If BIDDER is: An Individual By Doing business as Business address: (Individual's Name) Phone No.: A Partnership By (Firm Name) (General Partner) Business address: (Title) Phone No.: A Corporation L '-� By o.Xln% &Id (i £ns brae fi vn, a16 . (Corporation Name) (State of Incorporation) �I h (Name of Person Authorizes) to ign) V I ?? �7es,' ll'n (Corporate Seal) Attest 42-.t (Title) (Secretary) Corporate Address: .3V 11 fromUIX C I t QST �Y 1VP 451 -5888 kw Copyright 2005 A -B -5 Jones < Henry Engineer:,l.t d. f 1 Phone No.: _7/7 - (cot, /17ac 9 ado/ Date of Qualification to do Business is: A Joint Venture By (Name) (Address) By (Name) (Address) Phone Number and Address for Receipt of Official communications: (Each joint venturer must sign. The manner of signing for each individual, partnership, and corporation that is a party to the joint venture should be in the manner indicated above.) 451 -5000 kw A•B•6 Copyright 2005 Jones 0 Henry Engineers, Ltd.