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SE Connector Paving- S.E. 9m Street to S.E. I Sm Street Activity ID 06-2010-018 ,: ~ APR - 8·:2013 \3- o <oo7 FA96 (Form 650019) CONTRACT 05-12 Letting Date: March 19, 2013 Contract ID: 77-1945-408 Bid Order No.: 107 County: POLK Project Engineer: KIRKHAM-MICHAEL & ASSOCIATES Cost Center: 849300 Object Code: 890 DBE Commitment $270,135.00 Contract Work Type: PCC PAVEMENT - GRADE/NEW This agreement made and entered by and between the CITY OF DES MOINES CONTRACTING AUTHORITY, AND ELDER CORPORATION OF DES MOINES, IA, (EL045), CONTRACTOR It is agreed that the notice and instructions to bidders, the proposal filed by the Contractor, the specifications, the plan, if any, for project(s) listed below, together with Contractor's performance bond, are made a part hereof and together with this instrument constitute the contract. This contract contains all of the terms and conditions agreed upon by the parties hereto. A true copy of said plan is now on file in the office of the Contracting Authority under date of 03/14/2013 PROJECT: NHSX-U-1945(408)--8S-77 COUNTY: POLK WORK TYPE: PCC PAVEMENT - GRADE/NEW ACCOUNTING ID: 30539 ROUTE: E. MLK JR. PARKWAY LENGTH (MILES): 0.97 LOCATION: IN THE CITY OF DES MOINES FROM SE 9TH STREET TO SE15TH STREET FEDERAL AID - PREDETERMINED WAGES ARE IN EFFECT Diane Rauh, City Clerk The specifications consist of the Standard Specifications for Highway and Bridge Construction. Series 2012 of the Iowa Department of Transportation plus the following Supplemental Specifications, Special Provisions, and addendums: DS-12007, FHWA-1273.05, GS-12001, IA13-l.O, SP-121006, SP-121007, SP-121008, SP-121009, SP-121010, SP-121011, SP-121012, SP-121013, SP-121014, SP-121015, SP-121016, SS-12005, ADDENDUMS: 19MAR107.A01, 19MAR107.A02, 19MAR107.A03, 19MAR107.A04, 19MAR107.A05 Contractor, for and in considerations of $7, 130, 000. 00 payable as set forth in the specifications constituting a part of this contract, agrees to construct various items of work and/ or provide various materials or supplies in accordance with the plans and specifications therefore, and in the locations designated in the Notice to Bidders. Contractor certifies by signature on this contract, under pain of penalties for false certification, that the Contrac­ tor has complied with Iowa Code Section 452A.17(8) as amended, if applicable, and Iowa Code Section 91C.5 (Public Registration Number), if applicable. In consideration of the foregoing, Contracting authority hereby agrees to pay the Contractor promptly and accor­ ding to the requirements of the specifications the amounts set forth, subject to the conditions as set forth in the specifications. It is further understood and agreed that the above work shall also be commenced or completed in accordance with Page lB of this Contract and assigned Proposal Notes. -::..=.=---l.Q,e~ssed, the Contracting authority and Contractor have signed this an:d one By---------+----~--+-----+------=~------------r-r- Contractor (if joint venture) crTY By ____________.,+...:.~::!::_,il..!:l~~~L.J.....Jtf-j~~=-------------- ~pril a, 2013 rity T. • Mayor. Contract Award Date Iowa DOT Concurrence ~~ ~ . QA.5=<; "2':4 'APR 15 2013 'FCJ Local Agency Contracts Concurrence Date FB96 (Form 650019) 11-05 ....:.,.., __ . .. ...... :.. r..:£~-­ iJI;: ·::.;.;~ --:.. Letting Date: March 19, 2013 Contract ID: 77-1945-408 Bid Order No. : ro1.::---- · • 4 • • ·... ~- •• It is further understood and agreed that the above work shall be commenced or completed in accordance with the following schedule: SITE CONTRACT PERIOD LIQUIDATED NUMBER /SITE DESCRIPTION DAMAGES CONTRACT LATE START DATE 04/22/2013 310 WOP.KING DAYS $1,500.00 01 CONTRACT COMPLETION DATE: 09/01/2013 $1,500.00 SEE SITE NUMBER 01 DESCRIPTION BELOW. 02 CONTRACT COMPLETION DATE: 05/01/2014 $1,500.00 SEE SITE NUMBER 02 DESCRIPTION BELOW. 03 NO START DATE SPECIFIED 15 WORKING DAYS $1,500.00 SEE SITE NUMBER 03 DESCRIPTION BELOW. 04 NO START DATE SPECIFIED 35 WORKING DAYS $1,500.00 SEE SITE NUMBER 04 DESCRIPTION BELOW. CONTRACT NOTES *** SITE NUMBER 01 *** TO COMPLETE STORM SEWER FROM THE SE 15TH PUMP STATION TO DENTENTION BASINS #1, #2 AND #6 INCLUDING PIPES P-77, P-78 AND P-79. *** SITE NUMBER 02 *** TO COMPLETE SE 15TH STREET. *** SITE NUMBER 03 *** TO COMPLETE ALLEN STREET (FRONTAGE ROAD) EAST OF SE lOTH STREET. SUPPLEMENTAL ACCESS MUST BE PROVIDED FOR HOME OWNER THIS FRONTAGE SERVES. ***SITE NUMBER 04 *** TO COMPLETE SE 12TH STREET ONCE REMOVED. SUPPLEMENTAL ACCESS SHALL BE PROVIDED TO HOMES AT ALL TIMES. CONTRACT SCHEDULE OF PRICES Page: 2 ******************************************************************************** Vendor No.: EL045 Bid Order No.: 107 Contract ID No.: 77-1945-408 Letting Date: March 19, 2013 Primary Work Type: PCC PAVEMENT - GRADE AND NEW 10:00 A.M. Primary County: POLK Item I Unit Price I Bid Amount Line I Item Number Quantity 1----------------1-------------- No I Item Description and Unit 1 Dollars I Cts I Dollars ICts SECTION 0001 ROADWAY ITEMS 12101-0850002 CLEARING I I I 0010 !AND GRUBBING I 183.3001 36.000001 6,598.80 I IUNIT I I 12102-0425071 SPECIAL I I I 0020 !BACKFILL I 2,000.0001 34.500001 69,000.00 I ICY I I 12102-2710070 EXCAVATION, I I I 0030 !CLASS 10, ROADWAY AND I 79,406.0001 5.750001 456,584.50 I BORROW ICY I I 12102-2710080 EXCAVATION, I I I 0040 ICLASS 10, UNSUITABLE OR I 16,670.0001 2.500001 41,675.00 !UNSTABLE MATERIAL ICY I I 12105-8425005 TOPSOIL, I I I 0050 !FURNISH AND SPREAD I 3,000.0001 18.000001 54,000.00 I ICY I I 12105-8425015 TOPSOIL, I I I 0060 !STRIP, SALVAGE AND I 3,900.0001 4.500001 17,550.00 I SPREAD ICY I I 12107-0875000 COMPACTION I I I 0070 IWITH MOISTURE AND I 12,913.0001 2.000001 25,826.00 !DENSITY CONTROL ICY I I 12113-0001100 SUBGRADE I I I 0080 !STABILIZATION MATERIAL, I 11,450.0001 3.500001 40,075.00 I POLYMER GRID ISY I I 12115-0100000 MODIFIED I I I 0090 ISUBBASE I 12,900.0001 34.500001 445,050.00 I ICY I I 12123-7450000 SHOULDER I I I 0100 !CONSTRUCTION, EARTH I 144.0001 280.000001 40,320.00 I ISTA I I 12213-7100400 RELOCATION I I I 0110 IOF MAIL BOXES I 7.0001 211.00000 I 1,477.00 I IEACH I I CONTRACT SCHEDULE OF PRICES Page: 3 ******************************************************************************** Vendor No.: EL045 Bid Order No.: 107 Contract ID No.: 77-1945-408 Letting Date: March 19, 2013 Primary Work Type: PCC PAVEMENT - GRADE AND NEW 10:00 A.M. Primary County: POLK Item I Unit Price I Bid Amount Line I Item Number Quantity 1----------------1-------------- No I Item Description and Unit 1 Dollars I Cts I Dollars ICts 12301-1033060 STANDARD OR I I I 0120 ISLIP FORM PORTLAND I 2,966.0001 38.000001 112,708.00 !CEMENT CONCRETE PAVEMENT, ISY I I ICLASS C, CLASS 3 I I I !DURABILITY, 6 IN. I I I 12301-1033080 STANDARD OR I I I 0130 ISLIP FORM PORTLAND I 1,922.0001 48.000001 92,256.00 I CEMENT CONCRETE PAVEMENT, ISY I I ICLASS C, CLASS 3 I I I !DURABILITY, 8 IN. I I I 12301-1033100 STANDARD OR I I I 0140 ISLIP FORM PORTLAND I 32,072.0001 48.000001 1,539,456.00 ICEMENT CONCRETE PAVEMENT, ISY I I ICLASS C, CLASS 3 I I I !DURABILITY, 10 IN. I I I 12301-6911722 PORTLAND I I 0150 !CEMENT CONCRETE PAVEMENT ILUMP ILUMP 2,500.00 I SAMPLES I I 12312-8260051 GRANULAR I I I 0160 !SURFACING ON ROAD, CLASS I 100.0001 24.000001 2,400.00 IA CRUSHED STONE ITON I I 12402-0425031 GRANULAR I I I 0170 !BACKFILL I 1,666.0001 25.000001 41,650.00 I ITON I I 12403-0100010 STRUCTURAL I I I 0180 !CONCRETE (BRIDGE) I 6.7001 1,800.000001 12,060.00 I ICY I I 12404-7775005 REINFORCING I I I 0190 ISTEEL, EPOXY COATED I 488.0001 3.050001 1,488.40 I ILB I I 12405-2705000 EXCAVATE I I 0200 IAND DEWATER ILUMP ILUMP 27,000.00 I I I 12416-0100012 APRONS, I I 0210 !CONCRETE, 12 IN. DIA. 1. ooo I 970.000001 970.00 I IEACH I I CONTRACT SCHEDULE OF PRICES Page: 4 ******************************************************************************** Vendor No.: EL045 Bid Order No.: 107 Contract ID No.: 77-1945-408 Letting Date: March 19, 2013 Primary Work Type: PCC PAVEMENT - GRADE AND NEW 10:00 A.M. Primary County: POLK Item I Unit Price I Bid Amount Line I Item Number Quantity 1----------------1-------------- No I Item Description and Unit 1 Dollars I Cts I Dollars ICts 12416-0100018 APRONS, I I I 0220 !CONCRETE, 18 IN. DIA. I 9.0001 1,100.000001 9,900.00 I IEACH I I 12416-0100024 APRONS, I I I 0230 !CONCRETE, 24 IN. DIA. I 4.0001 1, 200. 00000 I. 4,800.00 I IEACH I I 12416-0100036 APRONS, I I I 0240 !CONCRETE, 36 IN. DIA. I 5.0001 1,800.000001 9,000.00 I IEACH I I 12435-0140148 MANHOLE, I I I 0250 ISTORM SEWER, SW-401, 48 I 2.0001 2,400.000001 4,800.00 IIN. IEACH I I 12435-0140200 MANHOLE, I I I 0260 ISTORM SEWER, SW-402 I 9.0001 5,000.000001 45,000.00 I !EACH I I 12435-0140300 MANHOLE, I I I 0270 ISTORM SEWER, SW-403 I 2.0001 8,800.000001 17,600.00 I IEACH I I 12435-0140400 MANHOLE, I I I 0280 ISTORM SEWER, SW-404 I 5.0001 11,000.000001 55,000.00 I IEACH I I 12435-0250100 INTAKE, I I I 0290 ISW-501 I 6.0001 2,900.000001 17,400.00 I IEACH I I 12435-0250300 INTAKE, I I I 0300 ISW-503 I 1.
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