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. 2017041-00 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 1-18-2019 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 1+72. 2) Addition of Item No. 83 (Borrow) to B. Base Bid Street and Storm Water Improvements Hancock Street STA 1+72 to 13+00. 3) 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
A. BASE BID STREET AND STORM WATER IMPROVEMENTS HANCOCK STREET STA 0+00 to 1+72 1 105 06845 CONSTRUCTION ENGINEERING 1 LS $ $ 2 110 01001 MOBILIZATION AND DEMOBILIZATION 1 LS $ $ 3 201 52370 CLEARING RIGHT OF WAY 1 LS $ $ 4 201 91010 TREE 24 IN., REMOVE 1 EACH $ $ 5 202 02240 PAVEMENT REMOVAL 380 SYS $ $ 6 EROSION CONTROL EROSION CONTROL 1 LS $ $ 7 301 07448 COMPACTED AGGREGATE NO. 53 BASE 140 TON $ $ 8 306 08159 MILLING, ASPHALT 160 SYS $ $ 9 502 05402 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS 36 SYS $ $ 10 601 62070 GUARDRAIL, STEEL BEAM, GALVANIZED 160 LFT $ $ 11 605 06140 CURB AND GUTTER, CONCRETE 355 LFT $ $ 12 605 06155 CURB AND GUTTER, CONCRETE, MODIFIED 43 LFT $ $ 13 714 05562 A RETAINING WALL, 0 4 FT, CONCRETE 13 LFT $ $ 14 714 05562 B RETAINING WALL, 4 6 FT, CONCRETE 8 LFT $ $ 15 714 05562 C RETAINING WALL, 6 8 FT, CONCRETE 12 LFT $ $ 16 714 05562 D RETAINING WALL, 8 10 FT, CONCRETE 19 LFT $ $ 17 714 05562 E RETAINING WALL, 10 12 FT, CONCRETE 30 LFT $ $ 18 714 05562 F RETAINING WALL, 12 14 FT, CONCRETE 38 LFT $ $ 19 714 05562 G RETAINING WALL, 14 16 FT, CONCRETE 15 LFT $ $ 20 FENCE BLACK VINYL CHAIN LINK FENCE 135 LFT $ $ 21 621 06574 SODDING 360 SYS $ $ 22 720 44000 CASTING, ADJUST TO GRADE 1 EACH $ $ 23 801 06775 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 $ $ 26 808 06703 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN. 360 LFT $ $ 27 808 75245 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 IN. 320 LFT $ $ 28 808 75297 TRANSVERSE MARKING, THERMOPLASTIC, STOP LINE, WHITE, 24 IN. 20 LFT $ $ 29 601 06038 GUARDRAIL, END TREATMENT, II 1 EACH $ $ 30 203 02070 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 714 05562 A RETAINING WALL, 0 4 FT, MODULAR BLOCK IN LIEU OF CONCRETE 13 LFT $ $ 14.A 714 05562 B RETAINING WALL, 4 6 FT, MODULAR BLOCK IN LIEU OF CONCRETE 8 LFT $ $ 15.A 714 05562 C RETAINING WALL, 6 8 FT, MODULAR BLOCK IN LIEU OF CONCRETE 12 LFT $ $ 16.A 714 05562 D RETAINING WALL, 8 10 FT, MODULAR BLOCK IN LIEU OF CONCRETE 19 LFT $ $ 17.A 714 05562 E RETAINING WALL, 10 12 FT, MODULAR BLOCK IN LIEU OF CONCRETE 30 LFT $ $ 18.A 714 05562 F RETAINING WALL, 12 14 FT, MODULAR BLOCK IN LIEU OF CONCRETE 38 LFT $ $ 19.A 714 05562 G RETAINING WALL, 14 16 FT, MODULAR BLOCK IN LIEU OF CONCRETE 15 LFT $ $ SUBTOTAL 1A. MANDATORY ALTERNATE BIDS, ITEM NOS. 13A 19A $ 23 REVISED 1 18 2019
B. BASE BID STREET AND STORM WATER IMPROVEMENTS HANCOCK STREET STA 1+72 to 13+00 1 105 06845 CONSTRUCTION ENGINEERING 1.00 LS $ $ 2 110 01001 MOBILIZATION AND DEMOBILIZATION 1.00 LS $ $ 3 201 52370 CLEARING RIGHT OF WAY 1.00 LS $ $ 4 201 02245 TREE 6 IN., REMOVE 2.00 EACH $ $ 5 201 02255 TREE 18 IN., REMOVE 1.00 EACH $ $ 6 201 93898 TREE 12 IN, REMOVE 1.00 EACH $ $ 7 201 91010 TREE 24 IN., REMOVE 4.00 EACH $ $ 8 202 91011 TREE 36 IN., REMOVE 1.00 EACH $ $ 9 202 02240 PAVEMENT REMOVAL 2260.00 SYS $ $ 10 202 02278 CURB, CONCRETE, REMOVE 323.00 LFT $ $ 11 202 03875 CONCRETE STEPS, REMOVE 1.00 EACH $ $ 12 202 52710 SIDEWALK CONCRETE, REMOVE 28.00 SYS $ $ 13 202 02271 HEADWALL, REMOVE 3.00 EACH $ $ 14 202 96133 PIPE, REMOVE 813.00 LFT $ $ 15 601 02241 GUARDRAIL, REMOVE 35.00 LFT $ $ 16 EROSION CONTROL EROSION CONTROL 1 LS $ $ 17 601 06038 GUARDRAIL, END TREATMENT, II 7.00 EACH $ $ 18 301 07448 COMPACTED AGGREGATE NO. 53 BASE 2400.00 TON $ $ 19 306 08159 MILLING, ASPHALT 1143.00 SYS $ $ 20 502 05402 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS 441.00 SYS $ $ 21 604 06070 SIDEWALK, CONCRETE 15.00 SYS $ $ 22 601 62070 GUARDRAIL, STEEL BEAM, GALVANIZED 422.00 LFT $ $ 23 604 44251 STEPS, CONCRETE 7.00 CYS $ $ 24 605 06140 CURB AND GUTTER, CONCRETE 2093.00 LFT $ $ 25 605 06155 CURB AND GUTTER, CONCRETE, MODIFIED 403.00 LFT $ $ 26 714 05562 H RETAINING WALL, 0 4 FT, MODULAR BLOCK 40.00 LFT $ $ 27 714 05562 J RETAINING WALL, 4 6 FT, MODULAR BLOCK 111.00 LFT $ $ 28 FENCE BLACK VINYL CHAIN LINK FENCE 151.00 LFT $ $ 29 621 06574 SODDING 4087.00 SYS $ $ 30 714 11303 STRUCTURE, REINFORCED CONCRETE, BOX SECTIONS, 10 FT. X 4 FT. 246.00 LFT $ $ 31 715 05163 PIPE, TYPE 2 CIRCULAR 60 IN 122.00 LFT $ $ 32 715 05161 PIPE, TYPE 2, CIRCULAR, 48 IN. 413.00 LFT $ $ 33 715 05024 PIPE, TYPE 2, CIRCULAR, 36 IN. 70.00 LFT $ $ 34 715 05156 PIPE, TYPE 2, CIRCULAR, 30 IN. 532.00 LFT $ $ 35 715 05154 PIPE, TYPE 2, CIRCULAR, 24 IN. 365.00 LFT $ $ 36 715 05152 PIPE, TYPE 2, CIRCULAR, 18 IN. 75.00 LFT $ $ 37 715 05149 PIPE, TYPE 2, CIRCULAR, 12 IN. 212.00 LFT $ $ 38 715 05422 PIPE, SLOTTED DRAIN, 12 IN. 167.00 LFT $ $ 39 720 93501 MANHOLE, L4 2.00 EACH $ $ 40 720 94612 MANHOLE, K4 2.00 EACH $ $ 41 720 95422 MANHOLE, J4 3.00 EACH $ $ 23A REVISED 1 18 2019
B. BASE BID STREET AND STORM WATER IMPROVEMENTS HANCOCK STREET STA 1+72 to 13+00 (CONTINUED) 42 720 91973 MANHOLE, H4 2.00 EACH $ $ 43 720 93501 A MANHOLE, L4, ADDITIONAL DEPTH OVER 4 FT 10.50 EACH $ $ 44 720 94612 A MANHOLE, K4, ADDITIONAL DEPTH OVER 4 FT 8.50 EACH $ $ 45 720 95422 A MANHOLE, J4, ADDITIONAL DEPTH OVER 4 FT 9.00 EACH $ $ 46 720 91973 A MANHOLE, H4, ADDITIONAL DEPTH OVER 4 FT 7.00 EACH $ $ 47 PRECAST END SEC. PIPE END SECTION DIA 48 IN 3.00 EACH $ $ 48 715 46040 PIPE END SECTION DIA 36 IN 1.00 EACH $ $ 49 715 46030 PIPE END SECTION DIA 30 IN 1.00 EACH $ $ 50 715 46020 PIPE END SECTION DIA 24 IN 1.00 EACH $ $ 51 715 46010 PIPE END SECTION DIA 18 IN 1.00 EACH $ $ 52 DETENTION 1 DETENTION STRUCTURE 1 1.00 EACH $ $ 53 DETENTION 2 DETENTION STRUCTURE 2 1.00 EACH $ $ 54 715 91742 WATER METER RELOCATE 13.00 EACH $ $ 55 715 91742A WATER METER RECONNECTION 1.00 EACH $ $ 56 HEADWALL 1 HEADWALL 1 1.00 EACH $ $ (STATION ~10+45) 57 HEADWALL 2 HEADWALL 2 1.00 EACH $ $ (STATION ~12+70) 58 715 91739 (B) WATER SERVICE LINE, 0.75 IN, BORE 404.00 LFT $ $ 59 715 91739 WATER SERVICE LINE, 0.75 IN 53.00 LFT $ $ 60 720 97008 FIRE HYDRANT ASSEMBLY RELOCATE 3.00 EACH $ $ 61 720 94840 CASTING, WATER VALVE, ADJUST TO GRADE 2.00 EACH $ $ 62 720 44000 CASTING, ADJUST TO GRADE 7.00 EACH $ $ 63 720 45045 INLET, J10 12.00 EACH $ $ 64 720 45030 INLET, E7 5.00 EACH $ $ 65 720 45075 INLET, R13 1.00 EACH $ $ 66 611 08232 MAILBOX ASSEMBLY, SINGLE RESET 4.00 EACH $ $ 67 801 06640 CONSTRUCTION SIGN, A 3.00 EACH $ $ 68 801 06645 CONSTRUCTION SIGN, B 9.00 EACH $ $ 69 801 06775 MAINTAINING TRAFFIC 1.00 LS $ $ 0.00 70 801 07118 BARRICADE, III A 48.00 LFT $ $ 71 802 05704 SIGN POST, SQUARE TYPE 1 UNREINFORCED ANCHOR BASE 120.00 LFT $ $ 72 802 07058 SIGN, SHEET, ASSEMBLY RELOCATE 6.00 EACH $ $ 73 HMA SURFACE HMA SURFACE TYPE B, 9.5 mm 353.00 TON $ $ 74 HMA INTER HMA INTERMEDIATE TYPE B, 19.0 mm 1100.00 TON $ $ 75 808 06703 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN. 2269.00 LFT $ $ 76 808 75245 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 IN. 324.00 LFT $ $ 77 808 75297 TRANSVERSE MARKING, THERMOPLASTIC, STOP LINE, WHITE, 24 IN. 30.00 LFT $ $ 78 616 05689 RIPRAP, CLASS II 240.00 TON $ $ 79 616 05688 RIPRAP, CLASS I 80.00 TON $ $ 80 616 06405 RIPRAP, REVETMENT 10.00 TON $ $ 81 715 05408 PIPE, SANITARY SEWER, 8 IN. 60.00 LFT $ $ 82 MISC ARMORFLEX BANK STABILIZATION AT STA 0+08 ON SHEET 4 1.00 LS $ $ 83 203 02070 BORROW 500 CYS $ $ SUBTOTAL B. BASE BID, HANCOCK STREET STA 1+72 TO 13+00 $ 23B REVISED 1 18 2019
1B. MANDATORY ALTERNATE BID, ITEM NOS. 31A TO 37A 31A 715 05163 PIPE, TYPE 2 CIRCULAR 60 IN 122.00 LFT $ $ 32A 715 05161 PIPE, TYPE 2 CIRCULAR 48 IN 413.00 LFT $ $ 33A 715 05024 PIPE, TYPE 2 CIRCULAR 36 IN 70.00 LFT $ $ 34A 715 05156 PIPE, TYPE 2 CIRCULAR 30 IN 532.00 LFT $ $ 35A 715 05154 PIPE, TYPE 2 CIRCULAR 24 IN 365.00 LFT $ $ 36A 715 05152 PIPE, TYPE 2 CIRCULAR 18 IN 75.00 LFT $ $ 37A 715 05149 PIPE, TYPE 2 CIRCULAR 12 IN 212.00 LFT $ $ SUBTOTAL 1B. MANDATORY ALTERNATE BIDS, ITEM NOS. 31A TO 37A $ 2B. MANDATORY ALTERNATE BID, ITEM NOS. 31B TO 37B 31B 715 05163 PIPE, TYPE 2 CIRCULAR 60 IN 122.00 LFT $ $ 32B 715 05161 PIPE, TYPE 2 CIRCULAR 48 IN 413.00 LFT $ $ 33B 715 05024 PIPE, TYPE 2 CIRCULAR 36 IN 70.00 LFT $ $ 34B 715 05156 PIPE, TYPE 2 CIRCULAR 30 IN 532.00 LFT $ $ 35B 715 05154 PIPE, TYPE 2 CIRCULAR 24 IN 365.00 LFT $ $ 36B 715 05152 PIPE, TYPE 2 CIRCULAR 18 IN 75.00 LFT $ $ 37B 715 05149 PIPE, TYPE 2 CIRCULAR 12 IN 212.00 LFT $ $ SUBTOTAL 2B. MANDATORY ALTERNATE BIDS, ITEM NOS. 31B TO 37B $ C. BASE BID STREET AND STORM WATER IMPROVEMENTS WASHINGTON STREET 1 105 06845 CONSTRUCTION ENGINEERING 1.00 LS $ $ 2 110 01001 MOBILIZATION AND DEMOBILIZATION 1.00 LS $ $ 3 201 52370 CLEARING RIGHT OF WAY 1.00 LS $ $ 4 202 02240 PAVEMENT REMOVAL 516.00 SYS $ $ 5 202 02278 CURB, CONCRETE, REMOVE 94.00 LFT $ $ 6 202 96035 CONCRETE WALL, REMOVE 7.00 LFT $ $ 7 EROSION CONTROL EROSION CONTROL 1.00 LS $ $ 8 211 09264 STRUCTURE BACKFILL, TYPE 1 3.00 CYS $ $ 9 301 07448 COMPACTED AGGREGATE NO. 53 BASE 570.00 TON $ $ 10 306 08159 MILLING, ASPHALT 516.00 SYS $ $ 11 502 05402 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS 147.00 SYS $ $ 12 605 06140 CURB AND GUTTER, CONCRETE 501.00 LFT $ $ 13 605 06155 CURB AND GUTTER, CONCRETE, MODIFIED 142.00 LFT $ $ 14 714 05562 H RETAINING WALL, 0 4 FT, MODULAR BLOCK 45.00 LFT $ $ 15 714 05562 J RETAINING WALL, 4 6 FT, MODULAR BLOCK 20.00 LFT $ $ 16 714 05562 K RETAINING WALL, 6 8 FT, MODULAR BLOCK 38.00 LFT $ $ 17 714 05562 L RETAINING WALL, 8 10 FT, MODULAR BLOCK 17.00 LFT $ $ 18 FENCE BLACK VINYL CHAIN LINK FENCE 110.00 LFT $ $ 19 621 06574 SODDING 332.00 SYS $ $ 20 715 05149 PIPE, TYPE 2, CIRCULAR, 12 IN. 399.00 LFT $ $ 21 715 91742 WATER METER RELOCATE 1.00 EACH $ $ 22 715 91739 (B) WATER SERVICE LINE, 0.75 IN, BORE 35.00 LFT $ $ 23 720 94840 CASTING, WATER VALVE, ADJUST TO GRADE 2.00 EACH $ $ 24 720 44000 CASTING, ADJUST TO GRADE 2.00 EACH $ $ 23C REVISED 1 18 2019
C. BASE BID STREET AND STORM WATER IMPROVEMENTS WASHINGTON STREET (CONTINUED) 25 720 45045 INLET, J10 9.00 EACH $ $ 26 720 45075 INLET, R13 1.00 EACH $ $ 27 720 45045 A INLET, J10, ADDITIONAL DEPTH OVER 4 FT 17.00 EACH $ $ 28 720 45075A INLET, R13, ADDITIONAL DEPTH OVER 4 FT 4.00 EACH $ $ 29 801 06640 CONSTRUCTION SIGN, A 2.00 EACH $ $ 30 801 06645 CONSTRUCTION SIGN, B 2.00 EACH $ $ 31 801 06775 MAINTAINING TRAFFIC 1.00 LS $ $ 0.00 32 801 07118 BARRICADE, III A 48.00 LFT $ $ 33 802 05704 SIGN POST, SQUARE TYPE 1 UNREINFORCED ANCHOR BASE 50.00 LFT $ $ 34 802 07058 SIGN, SHEET, ASSEMBLY RELOCATE 3.00 EACH $ $ 35 HMA SURFACE HMA SURFACE TYPE B, 9.5 mm 83.00 TON $ $ 36 HMA INTER HMA INTERMEDIATE TYPE B, 19.0 mm 247.00 TON $ $ 37 808 06703 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN. 580.00 LFT $ $ 38 808 75245 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 IN. 560.00 LFT $ $ 39 808 75297 TRANSVERSE MARKING, THERMOPLASTIC, STOP LINE, WHITE, 24 IN. 27.00 LFT $ $ SUBTOTAL C. BASE BID, WASHINGTON STREET $ D. BASE BID ROCK EXCAVATION (ALL STREETS) 1 203 02010 ROCK EXCAVATION 1.00 ALL $50,000.00 $50,000.00 E. MANDATORY ALTERNATE BID STREET AND STORM WATER IMPROVEMENTS MARYLAND STREET 1 105 06845 CONSTRUCTION ENGINEERING 1.00 LS $ $ 2 110 01001 MOBILIZATION AND DEMOBILIZATION 1.00 LS $ $ 3 201 52370 CLEARING RIGHT OF WAY 1.00 LS $ $ 4 202 02240 PAVEMENT REMOVAL 280.00 SYS $ $ 5 EROSION CONTROL EROSION CONTROL 1.00 LS $ $ 6 301 07448 COMPACTED AGGREGATE NO. 53 BASE 196.00 TON $ $ 7 306 08159 MILLING, ASPHALT 274.00 SYS $ $ 8 502 05402 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS 60.00 SYS $ $ 9 605 06140 CURB AND GUTTER, CONCRETE 362.00 LFT $ $ 10 605 06155 CURB AND GUTTER, CONCRETE, MODIFIED 115.00 LFT $ $ 11 621 06574 SODDING 380.00 SYS $ $ 12 HMA SURFACE HMA SURFACE TYPE B, 9.5 mm 56.00 TON $ $ 13 HMA INTER HMA INTERMEDIATE TYPE B, 19.0 mm 166.00 TON $ $ 14 808 06703 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN. 420.00 LFT $ 15 808 75245 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 IN. 420.00 LFT $ $ 16 808 75297 TRANSVERSE MARKING, THERMOPLASTIC, STOP LINE, WHITE, 24 IN. 27.00 LFT $ $ SUBTOTAL E. MANDATORY ALTERNATE BID, MARYLAND STREET $ 23D REVISED 1 18 2019
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 13+00 $ SUBTOTAL C. BASE BID, WASHINGTON STREET $ SUBTOTAL D. BASE BID, ROCK EXCAVATION $50,000.00 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 1 18 2019