JANUARY 18, Reference Specifications, Attachment to Form 96 (BID FORM), Bid Proposal: Respectfully submitted,

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Edmund Flynn
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1 ADDENDUM NO. 3 TO THE PLANS AND SPECIFICATIONS for STREET AND STORM SEWER IMPROVEMENTS ON HANCOCK AND WASHINGTON STREETS for the FRENCH LICK REDEVELOPMENT COMMISSION ORANGE COUNTY, INDIANA MEI PROJECT NO JANUARY 18, 2019 The following items shall amend, clarify, and/or correct plans and/or specifications for the above project and shall take precedence over items in conflict herein: ITEM NO. 1 - CLARIFICATION: Reference Specifications, Attachment to Form 96 (BID FORM), Bid Proposal: The bid proposal has been updated and is included with this addendum. Please be sure to submit the updated bid proposal (dated at the bottom of the page) with the bid package. Changes include the following: 1) Addition of Item No. 30 (Borrow) to A. Base Bid Street and Storm Water Improvements Hancock Street STA 0+00 to ) Addition of Item No. 83 (Borrow) to B. Base Bid Street and Storm Water Improvements Hancock Street STA 1+72 to ) Change of quantity for Item No. 4 (Pavement Removal) to E. Mandatory Alternate Bid Street and Storm Water Improvements Maryland Street. ITEM NO. 2 - REMOVE: ADD: Reference Specifications, Measurement and Payment, Item No. 15 (Storm Pipe, General), Page MP-6: Stone backfill for bedding of stormwater pipe and trench will be paid for at the unit price per ton in place. Stone backfill for bedding of stormwater pipe and trench shall be included with the unit price per foot of storm pipe submitted. Stone backfill for bedding of stormwater pipe and trench is not a separate pay item. Respectfully submitted, MIDWESTERN ENGINEERS, INC. Enclosures Clint W. Roos, P.E. Sr. Project Engineer CWR/cwr

2 A. BASE BID STREET AND STORM WATER IMPROVEMENTS HANCOCK STREET STA 0+00 to CONSTRUCTION ENGINEERING 1 LS $ $ MOBILIZATION AND DEMOBILIZATION 1 LS $ $ CLEARING RIGHT OF WAY 1 LS $ $ TREE 24 IN., REMOVE 1 EACH $ $ PAVEMENT REMOVAL 380 SYS $ $ 6 EROSION CONTROL EROSION CONTROL 1 LS $ $ COMPACTED AGGREGATE NO. 53 BASE 140 TON $ $ MILLING, ASPHALT 160 SYS $ $ CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS 36 SYS $ $ GUARDRAIL, STEEL BEAM, GALVANIZED 160 LFT $ $ CURB AND GUTTER, CONCRETE 355 LFT $ $ CURB AND GUTTER, CONCRETE, MODIFIED 43 LFT $ $ A RETAINING WALL, 0 4 FT, CONCRETE 13 LFT $ $ B RETAINING WALL, 4 6 FT, CONCRETE 8 LFT $ $ C RETAINING WALL, 6 8 FT, CONCRETE 12 LFT $ $ D RETAINING WALL, 8 10 FT, CONCRETE 19 LFT $ $ E RETAINING WALL, FT, CONCRETE 30 LFT $ $ F RETAINING WALL, FT, CONCRETE 38 LFT $ $ G RETAINING WALL, FT, CONCRETE 15 LFT $ $ 20 FENCE BLACK VINYL CHAIN LINK FENCE 135 LFT $ $ SODDING 360 SYS $ $ CASTING, ADJUST TO GRADE 1 EACH $ $ MAINTAINING TRAFFIC 1 LS $ $ 24 HMA SURFACE HMA SURFACE TYPE B, 9.5 mm 48 TON $ $ 25 HMA INTER HMA INTERMEDIATE TYPE B, 19.0 mm 145 TON $ $ LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN. 360 LFT $ $ LINE, THERMOPLASTIC, SOLID, YELLOW, 4 IN. 320 LFT $ $ TRANSVERSE MARKING, THERMOPLASTIC, STOP LINE, WHITE, 24 IN. 20 LFT $ $ GUARDRAIL, END TREATMENT, II 1 EACH $ $ BORROW 1,500 CYS $ $ 1A. MANDATORY ALTERNATE BID, ITEM NOS. 13.A thru 19.A BID PROPOSAL FOR STREET AND STORM SEWER IMPROVEMENTS ON HANCOCK AND WASHINGTON STREETS FOR THE FRENCH LICK REDEVELOPMENT COMMISSION FRENCH LICK, ORANGE COUNTY, INDIANA SUBTOTAL A. BASE BID, HANCOCK STREET STA 0+00 TO 1+72 $ 13.A A RETAINING WALL, 0 4 FT, MODULAR BLOCK IN LIEU OF CONCRETE 13 LFT $ $ 14.A B RETAINING WALL, 4 6 FT, MODULAR BLOCK IN LIEU OF CONCRETE 8 LFT $ $ 15.A C RETAINING WALL, 6 8 FT, MODULAR BLOCK IN LIEU OF CONCRETE 12 LFT $ $ 16.A D RETAINING WALL, 8 10 FT, MODULAR BLOCK IN LIEU OF CONCRETE 19 LFT $ $ 17.A E RETAINING WALL, FT, MODULAR BLOCK IN LIEU OF CONCRETE 30 LFT $ $ 18.A F RETAINING WALL, FT, MODULAR BLOCK IN LIEU OF CONCRETE 38 LFT $ $ 19.A G RETAINING WALL, FT, MODULAR BLOCK IN LIEU OF CONCRETE 15 LFT $ $ SUBTOTAL 1A. MANDATORY ALTERNATE BIDS, ITEM NOS. 13A 19A $ 23 REVISED

3 B. BASE BID STREET AND STORM WATER IMPROVEMENTS HANCOCK STREET STA 1+72 to CONSTRUCTION ENGINEERING 1.00 LS $ $ MOBILIZATION AND DEMOBILIZATION 1.00 LS $ $ CLEARING RIGHT OF WAY 1.00 LS $ $ TREE 6 IN., REMOVE 2.00 EACH $ $ TREE 18 IN., REMOVE 1.00 EACH $ $ TREE 12 IN, REMOVE 1.00 EACH $ $ TREE 24 IN., REMOVE 4.00 EACH $ $ TREE 36 IN., REMOVE 1.00 EACH $ $ PAVEMENT REMOVAL SYS $ $ CURB, CONCRETE, REMOVE LFT $ $ CONCRETE STEPS, REMOVE 1.00 EACH $ $ SIDEWALK CONCRETE, REMOVE SYS $ $ HEADWALL, REMOVE 3.00 EACH $ $ PIPE, REMOVE LFT $ $ GUARDRAIL, REMOVE LFT $ $ 16 EROSION CONTROL EROSION CONTROL 1 LS $ $ GUARDRAIL, END TREATMENT, II 7.00 EACH $ $ COMPACTED AGGREGATE NO. 53 BASE TON $ $ MILLING, ASPHALT SYS $ $ CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS SYS $ $ SIDEWALK, CONCRETE SYS $ $ GUARDRAIL, STEEL BEAM, GALVANIZED LFT $ $ STEPS, CONCRETE 7.00 CYS $ $ CURB AND GUTTER, CONCRETE LFT $ $ CURB AND GUTTER, CONCRETE, MODIFIED LFT $ $ H RETAINING WALL, 0 4 FT, MODULAR BLOCK LFT $ $ J RETAINING WALL, 4 6 FT, MODULAR BLOCK LFT $ $ 28 FENCE BLACK VINYL CHAIN LINK FENCE LFT $ $ SODDING SYS $ $ STRUCTURE, REINFORCED CONCRETE, BOX SECTIONS, 10 FT. X 4 FT LFT $ $ PIPE, TYPE 2 CIRCULAR 60 IN LFT $ $ PIPE, TYPE 2, CIRCULAR, 48 IN LFT $ $ PIPE, TYPE 2, CIRCULAR, 36 IN LFT $ $ PIPE, TYPE 2, CIRCULAR, 30 IN LFT $ $ PIPE, TYPE 2, CIRCULAR, 24 IN LFT $ $ PIPE, TYPE 2, CIRCULAR, 18 IN LFT $ $ PIPE, TYPE 2, CIRCULAR, 12 IN LFT $ $ PIPE, SLOTTED DRAIN, 12 IN LFT $ $ MANHOLE, L EACH $ $ MANHOLE, K EACH $ $ MANHOLE, J EACH $ $ 23A REVISED

4 B. BASE BID STREET AND STORM WATER IMPROVEMENTS HANCOCK STREET STA 1+72 to (CONTINUED) MANHOLE, H EACH $ $ A MANHOLE, L4, ADDITIONAL DEPTH OVER 4 FT EACH $ $ A MANHOLE, K4, ADDITIONAL DEPTH OVER 4 FT 8.50 EACH $ $ A MANHOLE, J4, ADDITIONAL DEPTH OVER 4 FT 9.00 EACH $ $ A MANHOLE, H4, ADDITIONAL DEPTH OVER 4 FT 7.00 EACH $ $ 47 PRECAST END SEC. PIPE END SECTION DIA 48 IN 3.00 EACH $ $ PIPE END SECTION DIA 36 IN 1.00 EACH $ $ PIPE END SECTION DIA 30 IN 1.00 EACH $ $ PIPE END SECTION DIA 24 IN 1.00 EACH $ $ PIPE END SECTION DIA 18 IN 1.00 EACH $ $ 52 DETENTION 1 DETENTION STRUCTURE EACH $ $ 53 DETENTION 2 DETENTION STRUCTURE EACH $ $ WATER METER RELOCATE EACH $ $ A WATER METER RECONNECTION 1.00 EACH $ $ 56 HEADWALL 1 HEADWALL EACH $ $ (STATION ~10+45) 57 HEADWALL 2 HEADWALL EACH $ $ (STATION ~12+70) (B) WATER SERVICE LINE, 0.75 IN, BORE LFT $ $ WATER SERVICE LINE, 0.75 IN LFT $ $ FIRE HYDRANT ASSEMBLY RELOCATE 3.00 EACH $ $ CASTING, WATER VALVE, ADJUST TO GRADE 2.00 EACH $ $ CASTING, ADJUST TO GRADE 7.00 EACH $ $ INLET, J EACH $ $ INLET, E EACH $ $ INLET, R EACH $ $ MAILBOX ASSEMBLY, SINGLE RESET 4.00 EACH $ $ CONSTRUCTION SIGN, A 3.00 EACH $ $ CONSTRUCTION SIGN, B 9.00 EACH $ $ MAINTAINING TRAFFIC 1.00 LS $ $ BARRICADE, III A LFT $ $ SIGN POST, SQUARE TYPE 1 UNREINFORCED ANCHOR BASE LFT $ $ SIGN, SHEET, ASSEMBLY RELOCATE 6.00 EACH $ $ 73 HMA SURFACE HMA SURFACE TYPE B, 9.5 mm TON $ $ 74 HMA INTER HMA INTERMEDIATE TYPE B, 19.0 mm TON $ $ LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN LFT $ $ LINE, THERMOPLASTIC, SOLID, YELLOW, 4 IN LFT $ $ TRANSVERSE MARKING, THERMOPLASTIC, STOP LINE, WHITE, 24 IN LFT $ $ RIPRAP, CLASS II TON $ $ RIPRAP, CLASS I TON $ $ RIPRAP, REVETMENT TON $ $ PIPE, SANITARY SEWER, 8 IN LFT $ $ 82 MISC ARMORFLEX BANK STABILIZATION AT STA 0+08 ON SHEET LS $ $ BORROW 500 CYS $ $ SUBTOTAL B. BASE BID, HANCOCK STREET STA 1+72 TO $ 23B REVISED

5 1B. MANDATORY ALTERNATE BID, ITEM NOS. 31A TO 37A 31A PIPE, TYPE 2 CIRCULAR 60 IN LFT $ $ 32A PIPE, TYPE 2 CIRCULAR 48 IN LFT $ $ 33A PIPE, TYPE 2 CIRCULAR 36 IN LFT $ $ 34A PIPE, TYPE 2 CIRCULAR 30 IN LFT $ $ 35A PIPE, TYPE 2 CIRCULAR 24 IN LFT $ $ 36A PIPE, TYPE 2 CIRCULAR 18 IN LFT $ $ 37A PIPE, TYPE 2 CIRCULAR 12 IN LFT $ $ SUBTOTAL 1B. MANDATORY ALTERNATE BIDS, ITEM NOS. 31A TO 37A $ 2B. MANDATORY ALTERNATE BID, ITEM NOS. 31B TO 37B 31B PIPE, TYPE 2 CIRCULAR 60 IN LFT $ $ 32B PIPE, TYPE 2 CIRCULAR 48 IN LFT $ $ 33B PIPE, TYPE 2 CIRCULAR 36 IN LFT $ $ 34B PIPE, TYPE 2 CIRCULAR 30 IN LFT $ $ 35B PIPE, TYPE 2 CIRCULAR 24 IN LFT $ $ 36B PIPE, TYPE 2 CIRCULAR 18 IN LFT $ $ 37B PIPE, TYPE 2 CIRCULAR 12 IN LFT $ $ SUBTOTAL 2B. MANDATORY ALTERNATE BIDS, ITEM NOS. 31B TO 37B $ C. BASE BID STREET AND STORM WATER IMPROVEMENTS WASHINGTON STREET CONSTRUCTION ENGINEERING 1.00 LS $ $ MOBILIZATION AND DEMOBILIZATION 1.00 LS $ $ CLEARING RIGHT OF WAY 1.00 LS $ $ PAVEMENT REMOVAL SYS $ $ CURB, CONCRETE, REMOVE LFT $ $ CONCRETE WALL, REMOVE 7.00 LFT $ $ 7 EROSION CONTROL EROSION CONTROL 1.00 LS $ $ STRUCTURE BACKFILL, TYPE CYS $ $ COMPACTED AGGREGATE NO. 53 BASE TON $ $ MILLING, ASPHALT SYS $ $ CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS SYS $ $ CURB AND GUTTER, CONCRETE LFT $ $ CURB AND GUTTER, CONCRETE, MODIFIED LFT $ $ H RETAINING WALL, 0 4 FT, MODULAR BLOCK LFT $ $ J RETAINING WALL, 4 6 FT, MODULAR BLOCK LFT $ $ K RETAINING WALL, 6 8 FT, MODULAR BLOCK LFT $ $ L RETAINING WALL, 8 10 FT, MODULAR BLOCK LFT $ $ 18 FENCE BLACK VINYL CHAIN LINK FENCE LFT $ $ SODDING SYS $ $ PIPE, TYPE 2, CIRCULAR, 12 IN LFT $ $ WATER METER RELOCATE 1.00 EACH $ $ (B) WATER SERVICE LINE, 0.75 IN, BORE LFT $ $ CASTING, WATER VALVE, ADJUST TO GRADE 2.00 EACH $ $ CASTING, ADJUST TO GRADE 2.00 EACH $ $ 23C REVISED

6 C. BASE BID STREET AND STORM WATER IMPROVEMENTS WASHINGTON STREET (CONTINUED) INLET, J EACH $ $ INLET, R EACH $ $ A INLET, J10, ADDITIONAL DEPTH OVER 4 FT EACH $ $ A INLET, R13, ADDITIONAL DEPTH OVER 4 FT 4.00 EACH $ $ CONSTRUCTION SIGN, A 2.00 EACH $ $ CONSTRUCTION SIGN, B 2.00 EACH $ $ MAINTAINING TRAFFIC 1.00 LS $ $ BARRICADE, III A LFT $ $ SIGN POST, SQUARE TYPE 1 UNREINFORCED ANCHOR BASE LFT $ $ SIGN, SHEET, ASSEMBLY RELOCATE 3.00 EACH $ $ 35 HMA SURFACE HMA SURFACE TYPE B, 9.5 mm TON $ $ 36 HMA INTER HMA INTERMEDIATE TYPE B, 19.0 mm TON $ $ LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN LFT $ $ LINE, THERMOPLASTIC, SOLID, YELLOW, 4 IN LFT $ $ TRANSVERSE MARKING, THERMOPLASTIC, STOP LINE, WHITE, 24 IN LFT $ $ SUBTOTAL C. BASE BID, WASHINGTON STREET $ D. BASE BID ROCK EXCAVATION (ALL STREETS) ROCK EXCAVATION 1.00 ALL $50, $50, E. MANDATORY ALTERNATE BID STREET AND STORM WATER IMPROVEMENTS MARYLAND STREET CONSTRUCTION ENGINEERING 1.00 LS $ $ MOBILIZATION AND DEMOBILIZATION 1.00 LS $ $ CLEARING RIGHT OF WAY 1.00 LS $ $ PAVEMENT REMOVAL SYS $ $ 5 EROSION CONTROL EROSION CONTROL 1.00 LS $ $ COMPACTED AGGREGATE NO. 53 BASE TON $ $ MILLING, ASPHALT SYS $ $ CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS SYS $ $ CURB AND GUTTER, CONCRETE LFT $ $ CURB AND GUTTER, CONCRETE, MODIFIED LFT $ $ SODDING SYS $ $ 12 HMA SURFACE HMA SURFACE TYPE B, 9.5 mm TON $ $ 13 HMA INTER HMA INTERMEDIATE TYPE B, 19.0 mm TON $ $ LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN LFT $ LINE, THERMOPLASTIC, SOLID, YELLOW, 4 IN LFT $ $ TRANSVERSE MARKING, THERMOPLASTIC, STOP LINE, WHITE, 24 IN LFT $ $ SUBTOTAL E. MANDATORY ALTERNATE BID, MARYLAND STREET $ 23D REVISED

7 SUMMARY OF BIDS: SUBTOTAL A. BASE BID, HANCOCK STREET STA 0+00 TO 1+72 $ SUBTOTAL B. BASE BID, HANCOCK STREET STA 1+72 TO $ SUBTOTAL C. BASE BID, WASHINGTON STREET $ SUBTOTAL D. BASE BID, ROCK EXCAVATION $50, TOTAL BASE BID (SUMMARY OF ITEMS A, B, C, AND D) $ (Figures) SUBTOTAL 1A. MANDATORY ALTERNATE BIDS, ITEM NOS. 13.A TO 19.A $ SUBTOTAL 1B. MANDATORY ALTERNATE BIDS, ITEM NOS. 31.A TO 37.A $ SUBTOTAL 2B. MANDATORY ALTERNATE BIDS, ITEM NOS. 31.B TO 37.B $ SUBTOTAL E. MANDATORY ALTERNATE BID, MARYLAND STREET $ THE BASIS OF AWARD MAY CONSIDER EITHER THE BASE BID OR THE BASE BID AND ANY COMBINATION OF MANDATORY ALTERNATE BIDS IN THE DETERMINATION OF THE LOWEST RESPONSIBLE AND RESPONSIVE BIDDER. Respectfully, Signature Address Title Date (SEAL) (If BID is by a Corporation) License Number (if applicable) 23E REVISED

19th & Barker Roundabout / Waterline Improvement Project No. 56-CP12-901(C) Cost Breakdown

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