ADDENDUM 2 PROJECT: POKAGONEK AWAT HARTFORD CLIENT: ISSUE DATE: JUL 1, 2015 The following clarifications and changes shall be included in the Plans and Specifications for the above referenced project, as prepared by dated June 3, 2012 CLARIFICATIONS: 1. Regarding Submersible Lift Station. Only 1 lift station with 2-15 hp pumps will be constructed. Sheet 140676-18 references 2 lift stations, STA. 1 and STA. 2. STA. 1 information pertains to an existing lift station located at Four Winds Hartford, which pumps via a 6 main along Red Arrow Highway and discharges at the City of Hartford Waste Water Treatment Plant. STA. 2 is the proposed lift station that will be constructed as part of this project and will connect to the existing 6 force main. 2. All HMA drive replacement is included in pay items HMA, 13A and HMA 36A. SPECIFICATIONS: 1. A new Proposal has been issued and is attached to this Addendum. Included in the proposal is item 109 Board & Batten Vinyl Siding Allowance. The attached Proposal replaces pages P-1 through P-8. ATTACHMENTS: Proposal, pages P-1 through P-8 of the Contract Documents and Specifications. The bidder hereby acknowledges receipt of this Addendum and shall include a signed copy with their bid. Company Date Signature Title Print or Type Name P:\BentonHarbor\140676 PBPI - Hartford Housing\D) Specifications\D40 Addenda\Addendum 2\2015.06.30 Addenda 2.docx PAGE 1 OF 1
EXHIBIT 4 In order for the bidder s proposal to be considered complete and responsive, the following documents must be included in the sealed envelope containing the bid. Proposal Form Employment and Contracting Preference Code Worksheet Representations, Certifications and Statements, HUD Form HUD-5369A Contractor Certification Application Non-Collusion Affidavit Previous Participation Certificate, HUD Form HUD-2530 Acknowledgement of Pokagon Preference Code and Carpenter Apprentice Program Bid Bond To the Owner: Pokagon Band of Potawatomi The undersigned, having familiarized himself with the local conditions affecting the cost of the work, and with the Contract Documents Addenda and Exhibits issued and attached to the specifications on file in the office of the DESIGN PROFESSIONAL, hereby propose to perform everything required to be performed and to provide and furnish all of the labor, materials, necessary tools, expendable equipment, and all utility and transportation services necessary to perform and complete in a workmanlike manner all work required for the construction and completion of this project for the DESIGN PROFESSIONAL, all in accordance with the above, including Addenda Nos., issued thereto, for the prices, to wit: COMPAN: NAME: ADDRESS: PHONE: E-MAIL: A detailed breakdown of costs will be required of the three (3) low bidders for bid analysis and for use in Applications for Payment. P:\BentonHarbor\140676 PBPI - Hartford Housing\D) Specifications\D40 Addenda\Addendum 2\2015.07.01 Proposal.docx P-1
PART A - ROADS 1 1 LS MOBILIZATION 2 1 LS EROSION CONTROL 3 1 ACRE CLEARING & GRUBBING 4 1 LS MACHINE GRADING MODIFI 5 500 CD SUBGRADE UNDERCUTTING 6 715 TON HMA, 13A 7 430 TON HMA, 36A 8 85 SD DRIVEWA, NONREINF, 6 INCH 9 45 SD CONC PAVT, NONREINF, 7 INCH 10 310 LFT CURB & GUTTER, CONC C4 11 1370 LFT CURB & GUTTER, ROLL CURB 12 975 LFT CURB & GUTTER, FLAT CURB 13 4410 SFT SIDEWALK, CONC, 4 INCH 14 850 SFT SIDEWALK, CONC, 6 INCH 15 340 SFT SIDEWALK RAMP, CONC, 6 INCH 16 10 FT DETECTABLE WARNING SURFACE 17 6320 SD AGGREGATE BASE, 8 INCH 18 3480 SD AGGREGATE SURFACE, 6 INCH 19 310 SD SHOULDER, CL II, 4 INCH 20 2580 LFT UNDERDRAIN, SUBBASE, 6 POKAGONEK AWAT HARTFORD P:\BentonHarbor\140676 PBPI - Hartford Housing\D) Specifications\D40 Addenda\Addendum 2\2015.07.01 Proposal.docx P-2
21 960 LFT CONDUIT, SCHULE 40 POKAGONEK AWAT HARTFORD 22 2150 LFT PAVT MRKG, WATERBORNE, 4 INCH, WHITE 23 2 EA PAVT MRKG, WATERBORNE, HANDICAP SM. 24 1825 LFT PAVT MRKG, REMOVAL 25 1 LS TRAFFIC MAINTENANCE AND CONTROL 26 70 CD RIP RAP, PLAIN 27 3 EA WATER SHUTOFF, ADJ, CASE 1 28 10 FT SPILLWA, CONC 29 580 FT STORM SEWER, 12 INCH 30 230 FT CONC. STORM SEWER, 18 INCH 31 1 EA CONC. END SECTION, 18 INCH 32 110 FT CULV. CL E, 12 INCH 33 3 EA CULV, REM, LESS THAN 24 INCH 34 8 EA END SEC., METAL, 12 INCH 35 25 FT BASIN DISCHARGE PIPE, 6 INCH 36 3 EA 48 INCH DIA, LEECHING BASIN, TPE I 37 4 EA 24 INCH DIA, LEECHING BASIN, TPE I 38 3 EA 48 INCH DIA, LEECHING BASIN, TPE II 39 2 EA DR STRUCTURE COVER, TPE G 40 6 EA DR STRUCTURE COVER, TPE C P:\BentonHarbor\140676 PBPI - Hartford Housing\D) Specifications\D40 Addenda\Addendum 2\2015.07.01 Proposal.docx P-3
POKAGONEK AWAT HARTFORD 41 2 EA DR STRUCTURE COVER, TPE K 42 5 EA RAIN GARDEN OUTLET STRUCTURE SUB BASE BID PART A PART B HOUSING AND UTILITIES 43 1325 FT WATER MAIN, D1, 8 INCH 44 20 FT WATER MAIN, D1, 6 INCH 45 1070 LBS COMPACT DUCTILE IRON FITTINGS 46 3 EA 8 GATE VALVE AND BOX 47 2 EA 6 HDRANT, VALVE, BOX 48 1 EA CONNECT TO EXISTING 12 WATER MAIN 49 18 EA WATER SERVICE, 1 50 650 LFT 1 WATER SERVICE PIPE 51 100 LFT PVC CONDUIT, SDR35 15 52 2335 LFT SAN SEWER, 8 INCH 53 2050 LFT 6 INCH SERVICE LEAD 54 34 EA 8 X 6 WE 55 10 EA SANITAR MANHOLE, 48 INCH DIA 56 1 EA SANITAR DROP MANHOLE, 48 INCH DIA 57 1 EA LIFT STATION 58 1 EA STANDB GENERATOR 59 2920 FT FORCEMAIN, 4 INCH P:\BentonHarbor\140676 PBPI - Hartford Housing\D) Specifications\D40 Addenda\Addendum 2\2015.07.01 Proposal.docx P-4
POKAGONEK AWAT HARTFORD 60 70 FT FORCEMAIN 4 INCH B DIRECTIONAL DRILLING 61 1 EA CHECK VALVE MANHOLE 62 1 LS CLEANOUT W/ AIR RELEASE VALVE 63 1 LS CLEANOUT W/O AIR RELEASE VALVE 64 1 LS TOWNHOME 11 65 1 LS DUPLEX 4 66 1 LS DUPLEX 5 67 1 LS LANDSCAPING 68 1 LS EROSION CONTROL SEING 69 1 LS DUMPSTER ENCLOSURE SUB BASE BID PART B REQUIR ALTERNATES (INDICATE EITHER ADD OR DUCT FROM BASE BID FOR EACH, PROVIDE ADDITIONAL INFORMATION AS NE) ALTERNATE 1 ROAD LOOP 70 1 LS EROSION CONTROL 71 1 LS MACHINE GRADING MODIFI 72 250 CD SUBGRADE UNDERCUTTING 73 550 TON HMA, 13A 74 410 TON HMA, 36A 75 55 SD CONC PAVT, NONREINF, 7 INCH 76 1190 LFT CURB & GUTTER, CONC C4 P:\BentonHarbor\140676 PBPI - Hartford Housing\D) Specifications\D40 Addenda\Addendum 2\2015.07.01 Proposal.docx P-5
77 510 LFT CURB & GUTTER, ROLL CURB 78 4300 SFT SIDEWALK, CONC, 4 INCH 79 260 SFT SIDEWALK RAMP, CONC, 6 INCH 80 50 LFT DETECTABLE WARNING SURFACE 81 2 EA SPE TABLE 82 5700 SD AGGREGATE BASE, 8 INCH 83-940 SD AGGREGATE SURFACE, 6 INCH 84 2830 LFT UNDERDRAIN, SUBBASE, 6 POKAGONEK AWAT HARTFORD 85 520 LFT CONDUIT, SCHULE 40 86 1600 LFT PAVT MRKG, WATERBORNE, 4 INCH, WHITE 87 2 EA PAVT MRKG, WATERBORNE, HANDICAP SM 88 1260 LFT STORM SEWER, 12 INCH 89 6 EA 48 INCH DIA, LEECHING BASIN, TPE I 90 7 EA 24 INCH DIA, LEECHING BASIN, TPE I 91 3 EA 48 INCH DIA, LEECHING BASIN, TPE II 92 4 EA DR STRUCTURE COVER, TPE G 93 8 EA DR STRUCTURE COVER, TPE C 94 8 EA DR STRUCTURE COVER, TPE K BID ALTERNATE 1 ALTERNATE 2 SEWER EXTENSION 95 225 LFT SAN SEWER, 8 INCH P:\BentonHarbor\140676 PBPI - Hartford Housing\D) Specifications\D40 Addenda\Addendum 2\2015.07.01 Proposal.docx P-6
POKAGONEK AWAT HARTFORD 96 1175 LFT 6 INCH SERVICE LEAD 97 12 EA 8 X 6 WE 98 1 EA SANITAR MANHOLE, 48 INCH DIA BID ALTERNATE 2 ALTERNATE 3 ADDITIONAL HOUSING S 99 2 EA TOWNHOUSE METAL ROOF ALLOWANCE 100 3 EA DUPLEX 1,3,5 METAL ROOF ALLOWANCE 101 2 EA DUPLEX 2,4 METAL ROOF ALLOWANCE 102 1 LS TOWNHOME 10 103 1 LS DUPLEX 1 104 1 LS DUPLEX 2 105 1 LS DUPLEX 3 106 1 LS ALTERNATE MAINTENANCE PERIOD, PRARIE 107 2 LS WOOD BEAMS EXPOS ALLOWANCE (DUPLEX 2,4) 108 2 LS WOOD RAIL SSEM ALLOWANCE (DUPLEX 2,4) 109 3 LS BOARD & BATTEN VINL SIDING ALLOWANCE (DUPLEX 1,3,5) BID ALTERNATE 3 VOLUNTAR ALTERNATES P:\BentonHarbor\140676 PBPI - Hartford Housing\D) Specifications\D40 Addenda\Addendum 2\2015.07.01 Proposal.docx P-7
Accompanying this Proposal is a (Bid Bond, Certified Check, Bank Draft) in the amount of Twenty Percent (20%) of the Base Bid payable to the Pokagon Band of Potawatomi required by the Advertisement for Bids. In submitting this bid, it is understood that the right is reserved for the DESIGN PROFESSIONAL to reject any and all bids. It is agreed that this bid may not be withdrawn for a period of sixty (60) days from the opening thereof. If awarded a Contract, the undersigned agrees to begin work and proceed with all possible dispatch to fully complete the work as detailed in the Progress Schedule. DATE FIRM NAME B: Bidders should not add any conditions or qualifying statements to the bid as otherwise the bid may be declared irregular as being not responsive to the Advertisement for Bids. P:\BentonHarbor\140676 PBPI - Hartford Housing\D) Specifications\D40 Addenda\Addendum 2\2015.07.01 Proposal.docx