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BIDDER'S ITEMIZED PROPOSAL AND DECLARATIONS City of Cannel Instructions To Bidders: This font; shall be utilized by all Bidders. Except as otherwise specifically provided,' all Parts shall be ficlly and accurately filled in arm completed and notarized. Project: Illinois Street North Extension Segments A-G Proposal For Construction of: Segments A, B, C, D - New construction of Illinois Street beginning at a point approximately 2060 feet north of I16th Street continuing North a distance of 4020 feet to 126th Street including the construction of a Roundabout at the intersection of 126th Street and Illinois Street, in Section 35, Township 18 North, Range 3 East, Clay Township, Hamilton County. Segments F, F, G — New construction of Illinois Street beginning at 126th Street and continuing North a distance of 6,340 feet to 136th Street, including the pavement reconstruction of Meridian Corners Boulevard, in Sections 26 and 35, Township 18 North, Range 3 East, Clay Township, Hamilton County. Date: FEBRUARY 15, 2006 To: City of Carmel,Indiana, Board of Public Works and Safety • BID-I than 40791 PART 1 MODER IfNFORNIAT1ON (Print) 1.1 Bidder Name: E & B PAVING, INC. & GRADEX, INC. (JOINT VENTURE) 2 Bidder Address: Street Address: 17042 NIDDLETOWN ME. / 3685 PRIORITY WAY S. DR. SUITE 140 • E & B PAVING, INC. City. NOBLESVILLE State; INDIANA zip:46060 GRADEX, INC. • INDIANAPOLIS INDIANA 46240 E & B PAVING, INC. Phone: 317-773-4132 ' Fax: 317-773-4137 GRADEX, INC. 317-573-3970 317-573-3979 1 3 Bidder is a/an (mark one] Individu,rl Partnership X End iana Corm ation Foreign (Out of Stale) Corporation; State: X Joint Venture Other • 1.4 (77re following nuts, he answered if the Bidder or any of its partners or joint venture parties is a foreign corporation. Note: 7b do business in or with. the City of Currnel, bulianct, foreign corporations must register with the Secretary of the State of hulloing as required by the Indiana General Corporation Act as stated therein and expressed in the Attorney Gener al's[Opinion#2, dated January 23, .1958.] .1 Corporation Name: .2 Address: • 3 Oita registered with State of hrdiana: 4 Indiana Registered Agent: Name- Address: BID-2 h rauo.m77 i PART 2 BID PROPOSAL., 2.1 Base Bid The rmdea-signed Bidder proposes to furnish all necessary labor, machinery, tools, apparatus, materials, equipment, service, and other necessary supplies, and to perform and fulfill all obligations incident thereto in strict accordance with and within the time(s) provided by the terms and conditions of the Contract Documents for the above described Work and Project, including any and all addenda thereto, for the Unit Prices applicable to the Contract Items as stated in Part,' 3 hereof, which Unit Prices when rnultipll by SIX MILLION, FIVE HUNDRED THIRTY-SIX estimated unit quantities For such Contract Items, total ,I .,u . ir _� hi.r_I _ - Y-NINE DOLLARS AND EIGHTY-FIVE CENTS Dollars ($ 6,536,489.85 ). The Bidder acknowledges that evaluation of the lowest Bid shall be based on such price and further acknowledges that the will quantities listed in Part 3 of this Proposal are estimates solely Par the purpose of Bid evaluation and Contract award, and are not to be construed as exact or binding. The Bidder further understands that all Work which may result on the Contract shall be compensated for on a Unit Price basis and that the OWNER and ENGINEER cannot and do not guarantee the amount or quantity of any item of Work to be performed or furnished tinder time Contract. 6117 irr2nninla i 2 3 I 19)TetV 00 • p Do 'tV? 'L- 'avms aN 1Z •/, 0 1 ' nZ d ' , Vett t tr W 3) 09 • 04[, ' Pt h 'L lm t21H''a� Al ' 6Rti ' ifs 11 it 13 4, 0 l silt redo uo, % N LA3 4+.►O( c 1 orm 2115/2006 PART 3 CONTRACT ITEMS AND UNIT PRICES CITY OF CARMEL CARMEL PROJECT NO. 05-1 ILLINOIS STREET SEGMENTS A, B, C, D ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL CODE NO 1 CLEARING RIGHT-OF-WAY LS 1.0 $50,000.00 $50,000.00 201-52370 2 CONCRETE CURB AND GUTTER, REMOVE LET 4598.0 $5.75 $26,436.50 202-02279 3 STRUCTURE, REMOVE LS 1.0 $7,500.00 $7,500.00 202-03000 4 INLET, REMOVE EA 6.0 $515.00 $3,090.00 202-91385 5 EXCAVATION, COMMON CYS 22229.0 $14.00 $311,206.00 203-02000 6 TEMPORARY DITCH INLET PROTECTION EA 2.0 $105.00 $210.00 205-06933 7 TEMPORARY SILT FENCE LFT 8360.0 $1.40 $11,704.00 205-06937 8 EXCAVATION, FOUNDATION, UNCLASSIFIED CYS 648,0 $20.00 $12,960.00 206-51230 9 SUBGRADE TREATMENT, TYPE I SYS 33905.0 $3.50 $118,667.50 207-08262 10 STRUCTURE BACKFILL CYS 4091.0 $18.30 $74,865.30 211-07454 11 COMPACTED AGGREGATE, NO. 53, BASE TON 1235.0 $21.25 $26,243.75 301-07448 12 HMA, TYPE C, SURFACE, 9.5mm TON 2713.0 $59.25 $160,745.25 402-07434 13 HMA, TYPE C, INTERMEDIATE, 19.0mm TON 3250.0 $45.00 $146,250.00_ 402-07439 14 HMA, TYPE C, BASE, 25.0mm TON 11740.0 $38.10 $447,294.00 402-07442 15 HMA, TYPE C, INTERMEDIATE, C25.0mm TON 6660.0 $40.00 $266,400.00 402-07445 16 VARIABLE DEPTH HMA, INTERMEDIATE TON 0.5 $460.00 $230.00 402-07439 17 ASPHALT FOR TACK COAT TON 57.0 $150.00 $8,550.00 406-05520 18 DECORATIVE CONCRETE, 4 IN. SYS 12.8 $150.00 $1,920.00 501-10001 19 DECORATIVE CONCRETE PAVEMENT, TRUCK APRON SYS 155.0 $93.00 $14,415.00 502-07000 20 HMA PAVEMENT TEXTURING SYS 840.0 $63.00 $52,920.00 604-04439 21 HMA FOR SIDEWALK, PATH TON 716.0 $58.00 $41,528.00 604-07483 22 CURB RAMP, CONCRETE, A SYS 57.6 $70.00 $4,032.00 604-07894 1 2/15/2006 PART 3 CONTRACT ITEMS AND UNIT PRICES CITY OF CARMEL CARMEL PROJECT NO. 05-I ILLINOIS STREET SEGMENTS A, B, C, D ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL CODE NO. 23 CURB RAMP, CONCRETE, C SYS 16.5 $70.00 $1,155.00 604-07897 24 CURB RAMP, CONCRETE, F SYS 17.6 $70.00 $1,246.00 604-07900 25 CURB RAMP, CONCRETE, G SYS 59.5 $70.00 $4,165.00 604-07901 26 CURB RAMP, CONCRETE, H SYS 61.4 $70.00 $4,298.00 604-07902 27 CURB RAMP, CONCRETE, K SYS 13.3 $70,00 $931.00 604-07903 28 CURB RAMP, CONCRETE, L SYS 120.4 $70.00 $8,428.00 604-07904 29 SIDEWALK, CONCRETE, 4 IN. SYS 2366.0 $26.00 $61,516.00 604-91531 30 CURB, CONCRETE, STRAIGHT LFT 1527.0 $10.00 $15,270.00 605-06125 31 CURB AND GUTTER, CONCRETE, TYPE II LFT 10785.0 $13,00 $140,205.00 605-06160 32 CURB AND GUTTER, CONCRETE, TYPE III LET 9032.0 $13.00 $117,416.00 605-06165 33 CENTER CURB, D, CONCRETE SYS 22.2 $125.00 $2,775.00 605-06166 34 CURB AND GUTTER, CONCRETE, ROLL, MODIFIED LFT 369.0 $13.00 $4,797.00 605-97937 35 HMA FOR APPROACHES, TYPE C TON 1189.0 $56.80 $67,535.20 610-07488 36 GEOTEXTILES SYS 67.0 $2.20 $147.40 616-02320 37 CONCRETE FABRIC MAT SYS 195.0 $4.19 $817.05 616-02321 38 RIPRAP, REVETMENT TON 35.0 $28.00 $980.00 616-06405 39 MOBILIZATION AND DEMOBILIZATION FOR SEEDING EA 3.0 $345.00 $1,035.00 621-01004 40 FERTILIZER TON 2.9 $615.00 $1,783.50 621-06545 41 SEED MIXTURE, U LBS 495.0 $630 $3,118.50 621-06554 42 SEED MIXTURE, T LBS 2280.0 $2.30 $5,244.0D 621-06557 43 MULCHING MATERIALS TON 38.0 $329.00 $12,502.00 621-06565 44 WATER KG 62.0 $2.65 $164.30 621-06567 2 2/15/2006 PART 3 CONTRACT ITEMS AND UNIT PRICES CITY OF CARMEL CARMEL PROJECT NO. 05-I ILLINOIS STREET SEGMENTS A, B,C, D ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL CODE NO. 45 TOPSOIL CYS 5405.0 $9.00 $48,645.00 621-06570 46 SODDING, NURSERY SYS 15570.0 $3.05 $47,488.50 621-06575 47 CONCRETE MODULAR BLOCK WALL SYS 71.5 $78.00 $5,577.00 714-04802 48 RETAINING WALL, CAST-IN-PLACE SFT 3081.0 $130.16 $401,022.96 714-07665 49 PIPE, TYPE 4, CIRCULAR, 6 IN. LFT 7270.0 $3.75 $27,262.50 715-05048 50 PIPE, TYPE 2, CIRCULAR, 12 IN. LFT 1886.0 $28.00 $52,808.00 715-05149 51 PIPE, TYPE 2, CIRCULAR, 15 IN. LFT 1732.0 $31.00 $53,692.00 715-05151 52 PIPE, TYPE 2, CIRCULAR, 18 IN. LET 1199.0 $34.00 $40,766.00 715-05152 53 PIPE, TYPE 2, CIRCULAR, 24 IN. LFT 469.0 $44.00 $20,636.00 715-05154 54 PIPE, TYPE 2, CIRCULAR, 30 IN. LFT 160.0 $60.00 $9,600.00 715-05156 55 PIPE, TYPE 2, CIRCULAR, 42 IN. LFT 502.0 $85.00 $42,670.00 715-05159 56 PIPE, TYPE 2, CIRCULAR, 46 IN. LFT 4.0 $140.00 $560.00 715-05160 57 AGGREGATE FOR UNDERDRAINS CYS 625.0 $31.00 $19,375.00 718-52610 58 GEOTEXTILES FOR UNDERDRAINS SYS 8200.0 $1.00 $8,200.00 718-99153 59 CASTING, ADJUST TO GRADE EA 6.0 $665.00 $3,990.00 720-44000 60 INLET, J10 EA 18.0 $1,400.00 $25,200.00 720-45045 61 INLET, M10 EA 1.0 $2,160.00 $2,160.00 720-45055 62 CATCH BASIN, K10 EA 19.0 $1,850.00 $35,150.00 720-45250 63 MANHOLE, C4 EA 30.0 $1,900.00 $57,000.00 720-45410 64 INLET, 815, MODIFIED EA 7.0 $2,100.00 $14,700.00 720-93409 65 MANHOLE, K4 EA 4.0 $5,285.00 $21,140.00 720-94612 66 MANHOLE, J4 EA 2.0 $6,450.00 $12,900.00 720-95422 3 2/15/2006 PART 3 CONTRACT ITEMS AND UNIT PRICES CITY OF CARMEL CARMEL PROJECT NO. 051 ILLINOIS STREET SEGMENTS A, B, C, D ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL CODE NO 67 INLET, B15 EA 4.0 $1,950.00 $7,800.00 720-98174 68 INLET, C15 EA 3.0 $1,750.00 $5250.00 720-98555 69 CATCH BASIN, C15 EA 10,0 $2,100.00 $21,000.00 _720-99417 70 SURFACE MILLING, 1.5" SYS 4452.0 $4.00 $17,808.00 722-60823 71 SURFACE MILLING, 2.5" SYS 19.0 $70.35 $1,336.65 722-60824 72 SURFACE MILLING, CONCRETE SYS 195.0 $5.50 $1,072.50 722-60825 73 WALL ERECTION, MODULAR BLOCK WALL SFT 652.5 $24.00 $15,660.00 731-93948 74 LEVELING PAD LFT 324.0 $35.00 $11,340.00 731-93949 75 COARSE AGGREGATE, NO. 8 TON 51.0 526.00 $1,326.00 732-07653 76 ROAD CLOSURE SIGN ASSEMBLY EA 6.0 $180.00 $1,080.00 801-04308 77 DETOUR ROUTE MARKER ASSEMBLY EA 28.0 $110.00 $3,080.00 801-06625 78 CONSTRUCTION SIGN, A EA 10.0 $130.00 $1,300.00 801-06640 79 BARRICADE, III-A LET 132.0 $11.00 $1,452.00 801-07118 80 BARRICADE, III-B LFT 48.0 $11.00 $528.00 801-07119 81 SIGN, SHEET, ENCAPSULATED LENS WITH LEGEND, SET 70.0 $21.75 $1,522.50 0.080 in. THICKNESS 802-76025 82 SIGN, SHEET, ENCAPSULATED LENS WITH LEGEND, SFT 135.0 $22.04 $2,975.40 0.100 in THICKNESS 802-76035 83 SIGN, SHEET, ENCAPSULATED LENS WITH LEGEND, SFT 13.0 $27.58 $358.54 0.125 in. THICKNESS 802-76345 84 SIGN POST, A LFT 524.0 $6.74 $3,531.76 802-76055 85 SIGN POST, B LFT 43.0 $6.74 $289.82 802-76065 86 IRRIGATION CONDUIT LFT 394.0 $12.04 $4,743.76 805-10000 87 LIGHTING POWER DISTRIBUTION PANEL EA 1.0 $4,860.68 $4,860.68 805-96900 4 2/1512006 PART 3 CONTRACT ITEMS AND UNIT PRICES CITY OF CARMEL CARMEL PROJECT NO. 05-1 ILLINOIS STREET SEGMENTS A, B, C, D ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL CODE NO 88 DECORATIVE STREET LIGHT, WIRING AND INSTALLATION EA 5.0 A $7,480.59 $37,402.95 807-03804 89 WIRE, NO. 4 COPPER, IN PLASTIC DUCT, IN TRENCH, 4 I/C LET 801.7 $7.78 $6,237.23 807-07580 90 CABLE INTERDUCT LET 4241.0 $11.87 $50,340.67 807-98000 91 HANDHOLE, INSTALL EA 13.0 $615.15 $7,996.95 807-98556 92 TRANSVERSE MARKINGS,THERMOPLASTIC,CROSSWALK LINE,6 IN LFT 520,0 $1.00 $520.00 808-05928 93 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 IN. LFT 2084.0 $0.60 $1,250.40 _ 808-06701 94 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN. LFT 945.0 $0.60 $567.00 808-06703 95 LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN. LFT 58.0 $2.00 $116.00 808-06705 96 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 IN, LFT 952.0 $0.60 $571.20 808-75245 97 LINE, THERMOPLASTIC, SOLID, YELLOW, 6 IN. LET 41.5 $1.00 $41.50 808-75247 98 TRANSVERSE MARK,THERMO., SOLID,YELLOW.CROSSHATCH LINE, 12" LET 40.0 $3.00 $120.00 808-75282 99 TRANSVERSE MARKINGS, THERMOPLASTIC, "SHARKS TEETH" LFT 69.0 $10.00 $690.00 808-75301 100 PAVEMENT MESSAGE MARKINGS, THERMO., LANE INDICATION ARROW EA 11.0 $100.00 $1,100.00 808-75320 101 LINE, THERMOPLASTIC, SOLID, YELLOW, 8 in. LFT 408.0 $2.00 $816.00 808-92027 102 LINE,THERMOPLASTIC, BROKEN,WHITE, 12 in.,3'STRIPE-3'GAP LFT 230.0 $3.00 $690.00 808-96075 103 LINE,THERMOPLASTIC,BROKEN,WHITE,6 in„3'STRIPE-3'GAP LFT 485.0 $1.00 $485.00 808-96076 104 DIRECTIONAL ARROW, THERMOPLASTIC EA 4.0 $100.00 $400.00 808-96077 105 SCREENING WALL, GROUND MOUNTED, INSTALLED SFT 4550.0 $4.64 $21,112.00 106 SCREENING WALL, WALL MOUNTED, INSTALLED SET 1950.0 $3.27 $6,376.50 107 SCREENING WALL, DESIGN AND LAYOUT LS 1.0 $4,500.00 $4,500.00 Subtotal $3,442,890.22 Segments A,B,C,D Sub-Total 5 2/15/2006 PART 3 CONTRACT ITEMS AND UNIT PRICES CITY OF CARMEL CARMEL PROJECT NO. 05-I ILLINOIS STREET- SEGMENTS E, F,G ITEM DESCRIPTION UNIT QUANTITYJNIT PRICE TOTAL CODE NO 108 CLEARING RIGHT-OF-WAY LS 1.0 $40,000.00 $40,000.00 201-52370 109 CONCRETE CURB AND GUTTER, REMOVE LFT 2,211.0 $5.75 $12,713.25 202-02279 110 INLET, REMOVE EA 3.0 $515.00 $1,545.00 202-91385 111 EXCAVATION, COMMON CYS 26,386.0 $12.00 $316,632.00 203-02000 112 TEMPORARY DITCH INLET PROTECTION EA 4.0 $105.00 $420.00 205-06933 113 TEMPORARY SILT FENCE LET 4,805.0 $1.40 $6,727.00 205-06937 114 TEMPORARY CURB INLET PROTECTION EA 5.0 $105.00 $525.00 205-06939 115 TEMPORARY SEDIMENT BASIN EA 1.0 $1,725.00 $1,725.00 205-06940 116 SUBGRADE TREATMENT, TYPE I SYS 31,230.0 $3.50 $109,305.00 207-08262 117 STRUCTURE BACKFILL CYS 4,987.0 $18.30 $91,262.10 211-07454 118 COMPACTED AGGREGATE, NO. 53, BASE TON 1,665.0 $20.00 $33,300.00 301-07448 119 HMA, TYPE C, SURFACE, 9 5m TON 1,970.0 $57.00 $112,290.00 402-07434 _ 120 HMA, TYPE C, INTERMEDIATE, 19Amm TON 2,625.0 $43.00 $112,875.00 402-07439 121 HMA, TYPE C, BASE, 25.0mm TON 9,720.0 $36.50 $354,780.00 402-07442 122 HMA, TYPE C, INTERMEDIATE, C25.0mm TON 5,755.0 $40.65 $233,940.75 402-07445 123 ASPHALT FOR TACK COAT TON 52.2 $150.00 $7,830.00 406-05520 124 HMA FOR SIDEWALK, PATH TON 940.0 $48.00 $45,120.00 502-07000 _ 125 FENCE, CHAIN LINK, 42 IN. LFT 1,900.0 57.15 $13,585.00 603-01159 126 CURB RAMP, CONCRETE, G SYS 50.0 $70.00 $3,500.00 604-07901 127 SIDEWALK, CONCRETE, 4 IN. SYS 140.0 $48.96 $6,854.40 604-91531 128 CURB AND GUTTER, CONCRETE, TYPE II LET 10,717.7 $11.50 $123,253.55 605-06160 1 2/15/2006 PART 3 CONTRACT ITEMS AND UNIT PRICES CITY OF CARMEL CARMEL.PROJECT NO. 05-I ILLINOIS STREET- SEGMENTS Ii, F,G ITEM DESCRIPTION UNIT QUANTITYUNIT PRICE TOTAL CODE NO. 129 CURB AND GLITTER, CONCRETE, TYPE III LFT 10,846.2 $11.50 $124,731.30 605-06165 130 HMA FOR APPROACHES, TYPE C TON 590.0 $100.00 $59,000.00 610-07789 131 GEOTEXTILES SYS 61.3 $2.20 $134.86 616-02320 132 RIPRAP, CLASS 1 TON 85.9 $41.00 $3,521.90 616-05688 133 RIPRAP, REVETMENT TON 20.6 $26.00 $535.60 616-06405 134 MOBILIZATION AND DEMOBILIZATION FOR SEEDING EA 1.0 $345.00 $345.00 621-01004 135 FERTILIZER TON 1.5 $615.00 $922.50 621-06545 136 SEED MIXTURE, U LBS 270.0 $6.30 $1,701.00 621-06554 137 MULCHING MATERIAL TON 3.6 $329.00 $1,184.40 621-06565 138 WATER KG 100.0 $2.65 $265.00 621-06567 139 TOPSOIL CYS 6,109.0 $9.00 $54,981.00 621-06570 140 SODDING, NURSERY SYS 15500.0 $3.05 $47,275.00 621-06575 141 WINGWALL, PRECAST CONCRETE EA 4.0 $9,000.00 $36,000.00 714-02544 142 HEADER, CEMENT CONCRETE EA 1.0 $6,00000 $6,000.00 143 CULVERT, PRECAST BOX, REINFORCED CONCRETE 10'x 3' LFT 102.0 $555.00 $56,610.00 714-07773 144 PIPE, TYPE 4, CIRCULAR, 6 IN, LFT 10,656.0 $3.50 $37,296.00 715-05048 145 PIPE, TYPE 2, CIRCULAR, 12 IN. LFT 2367.0 $29.00 $68,643.00 715-05149 146 PIPE, TYPE 2, CIRCULAR, 15 IN. LFT 1,144.0 $33.00 $37,752.00 715-05151 147 PIPE, TYPE 2, CIRCULAR, 18 IN. LFT 493.0 $35.00 $17,255.00 715-05152 148 PIPE, TYPE 2, CIRCULAR, 24 IN. LFT 900.0 $45.00 $40,500.00 715-05154 149 PIPE, TYPE 2, CIRCULAR, 30 1N. LFT 285.0 $60.00 $17,100.00 715-05156 2 2/15/2006 PART 3 CONTRACT ITEMS AND UNIT PRICES CITY OF CARMEL CARMEL PROJECT NO. 05-1 ILLINOIS STREET- SEGMENTS E, F, G ITEM DESCRIPTION UNIT QUANTITYIJNIT PRICE TOTAL CODE NO 150 PIPE, TYPE 2, CIRCULAR, 36 IN. LET 601.0 $70.00 $42,070.00 715-05158 151 AGGREGATE FOR UNDERDRAINS CYS 916.0 $31.00 $28396.00 718-52610 152 GEOTEXTILES FOR UNDERDRAINS SYS 11,935.0 $1.00 $11,935.00 718-99153 153 INLET, J10 EA 20.0 $1,400.00 $28,000.00 720-45045 154 CATCH BASIN, K10 EA 22.0 $1,850.00 $40,700.00 720-45250 155 MANHOLE, C4 EA 29.0 $1,900.00 $55,100.00 720-45410 156 MANHOLE, J4 EA 3.0 $6,450.00 $19,350.00 720-95422 157 INLET, B15 EA 5.0 $1,950.00 $9,750.00 72.0-98174 158 CATCH BASIN, C15 EA 3.0 $2,100.00 $6,300.00 720-99417 159 SIGN, SHEET, ENCAPSULATED LENS WITH LEGEND, SET 30,0 $21.75 $652.50 0.080 in. THICKNESS 802-76025 160 SIGN, SHEET, ENCAPSULATED LENS WITH LEGEND, SET 58.0 $22.04 $1,278.32 0.100 in. THICKNESS 802-76035 161 SIGN POST, A LFT 170.0 $6.74 $1,145.80 802-78055 162 SIGN POST, B LFT 142.0 $6.74 $957.08 802-76065 163 CABLE INTERDUCT LFT 6,336.0 $11.87 $75,208,32 807-98000 164 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN. LFT 20.0 $1.00 $20.00 808-06703 165 PAVT MESSAGE MARKINGS, THERMO.,LANE INDICATION ARROW EA 2.0 $100.00 $200.00 808-75320 166 TRANSVERSE MARKINGS, THERMOPLASTIC, STOP LINE, 24in_ LFT 35.0 $20.00 $700.00 808-75297 $2,561,699.63 SEGMENTS E,F,G Sub-Total 3 2/14/2006 PART 3 CONTRACT ITEMS AND UNIT PRICES CITY OF CARMEL CARMEL PROJECT NO 05-I ILLINOIS STREET- SEGMENTS A-G fTEM DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL CODE NO. 167 CONSTRUCTION ENGINEERING LS °13 toOO- 105-06845 . 168 FIELD OFFICE, A MOS 10 1,$00 13,000°e' 169 MOBILIZATION AND DEMOBILIZATION LS 1 3Zb 500° r 110-01001 326,5o0 170 MAINTAINING TRAFFIC 801-06775 LS 1 T1,80o 93,850 ITEMS 167-170 Sub-Total 534 . `i 00. 0 0 Segments A,B,C,D Sub-Total 3,94Z , Q°} ©. 2 Z SEGMENTS E,F,G Sub-Total 7 , 54 \ , G°1`\ . (03 TOTAL BID (LUMP SUM ITEMS + SEGMENTS A-G) Co ,S 3 6 , 981 . 85 SUBMITTED BY: E&B Paving, Inc. (Joint Venture) SIGNATURE: TITLE: GARY STEBBINS, PRESIDENT ADDRESS: 17042 Middletown Ave., Noblesville, IN 46060 SUBMITTED BY: Gradex, Inc (Joint Venture) SIGNATURE: TITLE: SCOTT SWEENEY, VICE SIDENT ADDRESS: 3685 Priority Way S. Dr., Indianapolis, IN 46240 TABLE OF CONTENTS SUBJECT PAGES -NOTICE TO BIDDERS NI B-1 Rig fe ' IiNSTRUCTIONS TO 131DDERS ITB-1 -BIDDER'S ITEMIZED PROPOSAL AND DECLARATIONS • BID-1 &elcat.E57 l -L 2.-e a-o S ) Fc -POST BID SUBMIT"FAL POST-BID-I �• ,H cra -BID BOND 13B-I IGIt1i1VTENANCE'BOND MB-1 Ft- PAYMENT BOND PMB-1 Fi - PERFORMANCE BOND PFB-1 ;ter n- GR13E.MENI A A-1 - STANDARD GENERAL CONDITIONS (LNCORPORATID BY REFERENCE) ENC.- Article 1 - Abbreviations and Definitions G-I Article 2 - Preliminary Matters 0-5 Article 3 - Contract Documents G-7 . Article 4 - Availability of Lands; Physical Conditions G-8 Article 5 - Bonds and Insurance 0-13 Article 6 - CONTRACTOR's Responsibilities G-17 Article 7 - Work by Third Parties 0-28 e Article 8 - OWNER's and E.NGIN] ER's Status During Construction G-29 Article 9 - Changes in the Work 0-31 Article 10 - Change of Contract Price 0-32 Article 11 - Change of Time; Liquidated Damages; Delays and Hindrances G-36 Article 12 - Warranties, Test and Defective Work G-38 Article 13 - Payments to CONTRACTOR and Completion G-41 Article 14 - Suspension of Work and Termination 0-48 Article 15 - Dispute Resolution 6-50 Article 16- Miscellaneous 0-52 Attachment A to Article 15 G-58 -A50l11ONA.LREQUIREM13NTS 1 Al. -1 L 1k City of Cannel Sample Forms N AR-2 FG •' c , - Common Construction Wage Rates AR-7 TOC - I 1N2004.0791.JNO10.iW.090LTOC.RO_Dac PART 4 CONTRACT DOCUMENTS AND ADDENDA 4.1 The Bidder agrees to be bound by the terms and provisions of all Contract Documents as defined in the Standard Genera] Conditions and incorporates such Contract Documents herein by reference. 4.2 The Bidder acknowledges receipt of the following addenda: ADDENDUM NUMBER. DATE 1 JANUARY 31 , 2006 2 FEBRUARY 06, 2006 3 FEBRUARY 08, 2006 4 FEBRUARY 09, 2006 5 FEBRUARY 10, 2006 6 FEBRUARY 10, 2006 7 FEBRUARY 14, 2006 • BID-5 IN20040791 CITY OF CA1Th1EL ADDENDUM NO. 1 Illinois Street North Extension January 31. 2006 To All Plan Buyers of Record: Item 1: This is to advise all bidders that PART 3 — CONTRACT ITEMS AND UNIT PRICES has been • revised to include additional items and is included with this ADDENDUM NO. 1. Please substitute the attached itemized Bid for the Itemized Bid that now appears in your copy of the bidding document. Item 2: A mandatory pre-bid meeting has been scheduled for Tuesday;February 7,`20 0 k!in the Caucus Room of Carmel City I-Jall. Any contractors planning to submit bids on this project are required to attend this meeting. Should you desire to submit a bid, please do so on the basis of the information set out above. Craig M. Parks, P13 American Consulting, Inc. 317-547-5580 Fax: 317-543-0270 PLEASE ACKNOWLEDGE THIS CONTRACT REVISION IN TUE CONTRACT DOCUMENTS BEFORE SUBMITTING YOUR 131D O.1R'20041779C.$petslrVDOFNDOAr NO. L iAcW udum Ldnc CITY OF CA MEL ADDENDUM NO. 2 Illinois Street North Extension Febfuary 6, 2006 To All Plan Buyers of Record: Item 1: This notice is to advise all bidders that sheet#37 o185, plan set Illinois Skeet project 05-0I A, has been revised. The sheet title is SIGNING & PAVEMENT MARKINGS ROUNDABOUT. Please substitute the attached plan sheet for the plan sheet located in your copy of the bid plan set. Item 2: This notice is to advise all bidders that sheets#25 and 26 of 85, plan set Illinois Street project 05-01A, has been revised. The sheet titles are Construction Details Sta. 266+50 to Sta. 270+00 "A" to Sta. 103+00` B" and Construction Details Sta. 93+50 to Sta. 103+00 "[3". respectively. Please substitute the attached plan sheets for the plan sheets located in your copy of the bid plan set - Item 3: This notice is to advise all bidders that sheet#49 of 85. plan set Illinois Street project 05-01A, has been revised. This table has been revised due to changes made with respect to changes made in Item 1,.above..Plet><se.substitute the attached plan sheet for the plan sheet located in your copy Of the bid plan set. [tem 4: This notice is to advise all bidders that the itemized bid has changed due to the changes made in Items 1 & 2, above. Please replace Part 3 in your copy of the bid documents with the attached Part 3 — Contract Items and Unit Prices. Several quantities have been adjusted, and Curb Rump. Concrete, P has been added. Item 5: Special Provision SP-34—Cable Inter duct has beau added and is included in this ADDENDUM NO. 2. Please insert this special provision into your copy of the bidding documents behind SP-33. Item 6: Note: S1 11 - Decorative Street Lighting states that: "._paid for as "Decorative Street Light, Wiring and Installation" per unit price for each installed and shall include pole. arms, base, luminaire, foundation, anchor bolts, electrical fittings, internal wiring and accessories, and all other related items." Item 7: Revision: All references to QC/QA HMA pavement in project documents shall be interpreted as HMA Type C. The following items have been revised as noted. Full Depth Pavement Items: 12 QC/QA-HMA, 4, 76, SURFACE, 9.5mm Revised to HMA Surface, Type C, 9.5nun 13 QC/QA-HMA, 4, 6, INTERMEDIATE, 19.0mm Revised to I-TMA Intermediate, Type C, 19,0mm 14 QC/QA-IIMA, 4, 6, BASE, 25.0mm Revised to 1 IMA Base, Type C, 25.0mm 15 QC/QA-I-IiMA, 4, 6, BASF, C25.0mm Revised to I-IMA Intermediate, Type C, c25.Omm 117 QC/QA-HMA, 4, 76, SURFACE, 9.5mm Revised to HMA Surface, ".type C, 9.5mn 118 QC/QA-HMA, 4. 6, INTERMEDIATE, 19 Omni Revised to 1-IMA intermediate, Type C, 19.Omm 1 l9 QC/QA-ITMA, 4, 6, BASE, 25.0mm Revised to FI NMA Base, Type C, 25.0mm 120 QC/QA-M.1A, 4, 6, BASE, C25,Omm Revised to 1-IMA lute'mediate. Type C, C25.0inm PG 76-22 Binder shall be zusedfor all HAIR 7}77e C end Inien■edrale COM eses PG 64-22 Binder shall be axed fo,ail HMA 7 ype,C Base Courses O VN200.1.0791%Specs41Dfi6NOUM NQ_24Vddeuilum2doc FEB—OS-2006 14:09 RMERICRN CONSULTING INC. 3175430270 P.01/26 CITY OF CARMEL ADDENDUM NO. 3 Illinois Street North Extension February 8, 2006 To All Plan Buyers of Record: Item 1: Correction: This notice is to advise all plan holders that the attachment from Item 5, Addendum No. 2 was inadvertently omitted from the package. The special provision SP-34 is attached to this Addendum No. 3. Please insert the attached SP-34 into your copy of the contract book. Item 2: This notice is to advise all plan holders that the approach table in Illinois Street plan set for project 05-01A, has been revised. Please substitute the attached sheet 040 of 85 with the plan sheet in your copy of the plan set. Item 3: This notice is to advise all plan holders that sheet#21 of 85 in Illinois Street plan set for project 05-0IA has been revised. Please substitute the attached Construction Detail Sta- 229+50 to Sta. 238+50 "A"with the one in your copy of the plan set. Item 4: Clarification: This notice is to clarify the plans and proposed work along line "B" (Segment D). Station 93+58.74`B" to Station 100+50`B" shall be widening plus milling and resurfacing the existing pavement. Station 100+50 "B"to Station 110+25.00 `B" shall be full depth pavement replacement. Segment E pavement removal (curb to curb) is to be paid for as common excavation. Item 5: This notice is to advise all plan holders that the erosion control plan sheets in Illinois Street plan set for project 05-01B have been revised. Please substitute the attached sheet#'s 23 thru 26 of 68 with the plan sheets in your copy of the plan set. Item 6: This notice is to advise all plan holders that SP-21 Temporary Curb Inlet Protection has been revised. Please substitute the attached SP-21 with the one in your copy of the contract book. Item 7: This notice is to advise all plan holders that SP-35 Temporary Sediment Basin has been added. Please insert the attached SP-35 into your copy of the contract book. Rem 8: This notice is to advise all plan holders that SP-36 Dewatering Installation of Concrete Box Culvert has been added. Please insert the attached SP-36 into your copy of the contract book. O:1M2004107911Spccs'ADDENDU 4 NO.3\Addendum 3.doc FEB-99-2006 1R:57 AMERICAN CONSULTING INC 317 543 0270 P.01/t1 CITY OF CARMEL ADDENDUM NO.4 Illinois Street North Extension February 9, 2006 To All Plan Buyers of Record: Item 1: The following list of questions has been received. Responses are provided. Question 1:Is Phase II Sidewalk Concrete or HfLIA? The typicals and the plan sheets dffer. Response: The sidewalk shown on the plan sheets on the west side of Illinois Street, segments F and G, shall be LIMA, The portion of sidewalk shown on the east side of Illinois Street from stations 114+44 "C" to 117+23 "C" is concrete sidewalk. Question 2: I1M4 Approaches. ref 35, indicates Type C-630 'Tons, however the 5'ummary Sheet lists Type A -•853 "Tons. Please Clam. Response; All HMA for Approaches shall be paid for and installed I IMA for Approaches,Type C. The quantities and pay items in Part 3- Contract Items and Unit Prices have been changed. Question 3: Bid items 12-15 were switched from QC/QA to Intl, the IND01'spec #'s with those items were not switched from 401 to 402. Are we to assume that these items will full under 402 guidelines (with exception to the liquid types as noted) Response: Yes. The pay item codes have been updated to reflect this change. Question 4: Bid hems 115-118 were not switched from QC/QA to!L4M, is this going to be changed per addendum? Response: Due to the addition of items in Addenda,the bid item numbers for HMA have changed. All references to QC/QA-HMA have been replaced with HMA Type C in the Part 3 - Contract Items and Unit Prices, which is included in this Addendum No. 4. Question 5: Bid item #15 is labeled Base, C25rnm. Should this be switched to an intermediate as addendum #t2 indicated? Response: Due to the addition of items in Addenda, the bid item numbers for LIMA have changed. All Base, C25-9mm line items have been modified to Intermediate, C25.0mm. Question 6: Addendum No. 2, item 7 has changed the Item Nos.for the HA'A Items, however they are not changed on the list of Contract Items and Unit Prices (part of Addendum No. 2), Please clarify. Response: All references to QCIQA-H-IMA have been replaced in Part 3 -Contract.Items and Unit Prices,which is included in this Addendum No.4. Question 7: Plan sheet#26 of set 1 shows widening. What is the pavement section of this widening? How will the excavation for this he paid? I cannot find this area specified on the cross sections? Response: The HMA pavement removal for widening shown on plan sheet*26 of 85 of plan set Illinois Street project 05-01A, shall be paid for as common excavation. The pavement section for widening shall be the same section as full depth pavement section as shown on the typical cross sections and shall be paid for utilizing mainline HMA, Type C items. O titN20041079115peus1A1)DENDtiM NO.441dJendun3 4.doC • FE9-10-2006 1a141 AMERICAN CONSULTING INC. 3175438270 P.01/01 CITY OF CARME1_ • ADDENDUM NO. 5 Illinois Street North Extension February 10, 2006 To All Plan Buyers of Record: Item 1: Clarification: This is to advise all bidders that the Catch Basin Type C-15 detail on plan sheet #4 of 68. plan set Illinois Street for project 05-013 should read with PLAN dimensions oft'-6" by 3'- la" and have a sump if 2'-6". Item 2: The question period for this project has closed_ Should you desire to submit a bid. please do so on the basis of the information set out above. Craig M. Parks, PE American Consulting, Inc. 317-547-5580 Fax: 317-543-0270 PLEASE ACKNOWLEDGE THIS CONTRACT REVISION IN THE CONTRACT DOCUMENTS BEFORE SUBMITTING YOUR BID TOTAL P.a1 FEE-10-2006 13:04 PMER1CNA CONSULTING INC. 3175430270 P.e1/12 CITY OF CARMEL ADDENDUM NO. 6 Illinois Street North Extension February 10, 2006 To All Plan Buyers of Record: Item 1: This is a notice to all bidders that within Part 3 —Contract Items and Unit Prices the following items shall read as follows: 47 CONCRETE MODULAR BLOCK WALL SYS 715 714-04802 73 WALL ERECTION, MODULAR BLOCK WALL SET 652 5 731-93948 143 CULVERT, PRECAST BOX, REINFORCED CONCRETE 10'x 3 LFT 102.0 , 714-07773 Item 2: This notice is to advise all plan holders that SP-37 Modular Concrete Retaining Walt has been added. Please insert the attached SP-37 into your copy of the contract book. Item 3: The question and comment period for this project has closed. Should you desire to submit a bid,please do so on the basis of the information set out above. Craig M. Parks,PE American Consulting, Inc. 317-547-5580 Fax: 317-543-0270 PLEASE ACKNOWLEDGE THIS CONTRACT REVISION IN THE CONTRACT DOCUMENTS BEFORE SUBMITTING YOUR BID 02/14/2006 17:44 317-545-7643 PAGE 02/04 FES-14—�e97h 16=50 MMERICRN CONSULTING INC. 3175430279 P.01/03 CITY OF CAMEL • ADDEND[ NO. 7 Illinois Street North Extension February 14, 2006 To All Plan Buyers of Record: Item 1: Please add the attached SP-11 to your copy of the contract book. Should you desire to submit a bid, please do so on the basis of the information set out above. Craig M.Parks,PS American Consulting,Inc. 317-547-5580 • Fax: 317-543-0270 PLEASE ACKNOWLEDGE THIS CONTRACT REVISION IN THE CONTRACT DOCUMENTS BEFORE SUBMITTING YOUR SID aArmootirtmspeoAnoaroum N0.Mddendum 7.dcc PART 5 EXCEPTIONS Instructions To Bidders: 5.1 The Bidder shall fully state each exception taken to the Specifications or other Contract Documents in Section 5.3 of this Part. 5.2 Bidder is cautioned that any exception taken by Bidder and deemed by OWNER to be a material qualification or variance from the terms of the Contract Documents may result in this Biel being rejected as non-responsive. 5.3 Exceptions: NONE • 131.D-6 r42oo407 ■ • BIDDER'S ITEAII%ED PROPOSAL AND DECLARATIONS City of Carmel Instructions To Bidders: This form shall be utilized by all Bidders. Except as otherwise specifically provided, all Parts shall be fully and accurately filled in and completed and notarized. - Project: Illinois Street North Extension Segments -G Proposal For Construction of: Segments A, B, C, I) - New construction of Illinois Street beginning at a point approximately 2060 feet north of I16th Street continuing North a distance of 4020 feel to 126th Street including the construction of a Roundabout at the intersection of 126th Street and Illinois .Street, in Section 35, Township 18 North, Range 3 East, Clay Towns/hip, Hamilton County. Segments E, F, G — New construction of Illinois Street • beginning at 126th Street and continuing North a distance of 6,340 feet to 136th Street, including the pavement reconstruction of Meridian Corners Boulevard, in Sections 26 and 35, Township 18 North, Range 3 East, Clay Township, Hamilton County. Date: February 15, 2006 To: City of Carmel,Indiana, Board of Public Works and Safety \ BID-1 1N20040791 PART 1. 111DI)ER INFORMATION (Print) 1.1 Bidder Name: Rieth-Riley Construction Co. , Inc. 1.2 Bidder Address: Street Address: 1751 W. Minnesota St. , PO Box 276 City: Indianapolis State: IN Zip: 46206 Phone: 317/634-5561 Fax: 317/631-6423 1.3 Bidder is a/an (mark one] Individual Partnership xX Indiana Corporation Foreign (Out of State) Corporation; State: Joint Venture Other 1.4 [The following must be answered if the Bidder or any of its partners or,joint venture parties is a foreign corporation. Note: To do business in or with the City of Carmel, Indiana,foreign corporations must register with the Secretary of the State of Indiana as required by the Indiana General Corporation Act as stated therein and expressed in the Attorney General's Opinion #2, dated January y 23, 1958.,] .1 Corporation Name: .2 Address: .3 Date registered with State of Indiana: .4 Indiana Registered Agent.: Name: • Address: BID-2 1N20040791 PART 2 RII) PROPOSAL 2.1 Base Bid The undersigned Bidder proposes to furnish all necessary labor, machinery, tools, apparatus, materials, equipment, service, and other necessary supplies, and to perform and fulfill all obligations incident thereto in strict accordance with and within the tirne(s) provided by the. terms and conditions of the Contract Documents for the above described Work and Project, including any and all addenda thereto, for the Unit Prices applicable to the Contract hems as stated in Part 3 hereof, which Unit Prices, when multiplied by estimated unit quantities for such Contract Items, total Seven Million Four Hundred Eighty One Thousand Seven Hundred Eighty& 07/1CD Dollars ($ 7 .481.780.00 ). The Bidder acknowledges that evaluation of the lowest Bid shall be based on such price and further acknowledges that the unit quantities listed in Part 3 of this Proposal are estimates solely for the purpose of Bid evaluation and Contract award, and are not to be construed as exact or binding. The Bidder further understands that all Work which may result on the Contract shall be compensated for on a Unit- Price basis and that the OWNER and ENGINEER cannot and do net guarantee the amount or quantity of any item of Work to he performed or furnished under the Contract. • • • BID-3 1N20040791 PART 3 CONTRACT ITEMS AND UNIT PRICES [This Part to he used only for Bidding on Unit Price Contracts for the Contract Items shown] Prices In Figures Contract Description/ Estimated Unit Total Price Item No. Unit Price [in Words] Quantity Price for Item * Refer to following pages. • • • BID-4 1N20040791 2/15/2006 PART 3 CONTRACT ITEMS AND UNIT PRICES CITY OF CARMEL CARMEL PROJECT NO. 05-1 ILLINOIS STREET SEGMENTS A, B, C. 13 ITEM DESCRIPTION UNITQUANTITY UNIT PRICE CODE NO. 1 CLEARING RIGHT-OF-WAY LS 1.0 $90,000.00 201-52370 2 CONCRETE CURB AND GUTTER, REMOVE LET 4598.0 $7.25 202-02279 3 STRUCTURE, REMOVE LS 1.0 $14,000.00 202-03000 4 INLET, REMOVE EA 6.0 $870.00 202-91385 5 EXCAVATION, COMMON CYS 22229.0 $17.25 203-02000 6 TEMPORARY DITCH INLET PROTECTION EA 2.0 $105.00 205-06933 7 TEMPORARY SILT FENCE LFT 8360.0 $1.10 205-06937 8 EXCAVATION, FOUNDATION, UNCLASSIFIED CYS 648.0 $28.00 206-51230 9 SUBGRADE TREATMENT, TYPE I SYS 33905.0 $4.30 207-08262 10 STRUCTURE BACKFILL CYS 4091.0 $18.00 211-07454 11 COMPACTED AGGREGATE, NO. 53, BASE TON 1235.0 $24.00 301-07448 12 HMA, TYPE C, SURFACE, 9.5mm TON 2713.0 $62.00 402-07434 13 HMA, TYPE C, INTERMEDIATE, 19.0mm TON 3250.0 $48.00 402-07439 14 HMA, TYPE C, BASE, 25.0mm TON 11740.0 $37.25 402-07442 15 HMA, TYPE C, INTERMEDIATE, C25.Omm TON 6660.0 $46.00 402-07445 16 VARIABLE DEPTH HMA, INTERMEDIATE TON 0.5 $130.00 402-07439 17 ASPHALT FOR TACK COAT TON 57.0 $220.00 406-05520 18 DECORATIVE CONCRETE, 4 IN. SYS 12.8 $130.00 501-10001 19 DECORATIVE CONCRETE PAVEMENT, TRUCK APRON SYS 155.0 $91.00 502-07000 20 HMA PAVEMENT TEXTURING SYS 840.0 $68.00 604-04439 21 HMA FOR SIDEWALK, PATH TON 716.0 $95.00 604-07483 22 CURB RAMP, CONCRETE, A SYS 57.6 $130.00 604-07894 1 2/15/2006 PART 3 CONTRACT ITEMS AND UNIT PRICES CITY OF CARMEL CARMEL PROJECT NO. 05-I ILLINOIS STREET SEGMENTS A. B. C, D ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE CODE NO. 23 CURB RAMP, CONCRETE, C SYS 16.5 $130.00 604-07897 24 CURB RAMP, CONCRETE, F SYS 17.8 $130.00 604-07900 25 CURB RAMP, CONCRETE, G SYS 59.5 $130.00 604-07901 26 CURB RAMP, CONCRETE, H SYS 61.4 $130.00 604-07902 27 CURB RAMP, CONCRETE, K SYS 13.3 $130.00 604-07903 28 CURB RAMP, CONCRETE, L SYS 120.4 $130.00 604-07904 29 SIDEWALK, CONCRETE, 4 IN. SYS 2366.0 $43.00 604-91531 30 CURB, CONCRETE, STRAIGHT LFT 1527.0 $12.00 605-06125 31 CURB AND GUTTER, CONCRETE, TYPE II LFT 10785.0 $10.00 605-06160 32 CURB AND GUTTER, CONCRETE, TYPE III LFT 9032.0 $10.00 605-06165 33 CENTER CURB, D, CONCRETE SYS 22.2 $140.00 605-06166 34 CURB AND GUTTER, CONCRETE, ROLL, MODIFIED LFT 369.0 $23.00 605-97937 35 HMA FOR APPROACHES, TYPE C TON 1189.0 $84.00 610-07488 36 GEOTEXTILES SYS 67.0 $4.00 616-02320 37 CONCRETE FABRIC MAT SYS 195.0 $3.90 616-02321 38 RIPRAP, REVETMENT TON 35.0 $48.00 616-06405 39 MOBILIZATION AND DEMOBILIZATION FOR SEEDING EA 3.0 $325.00 621-01004 40 FERTILIZER TON 2.9 $600.00 621-06545 41 SEED MIXTURE, U LBS 495.0 $6.30 621-06554 42 SEED MIXTURE, T LBS 2280.0 $2.25 621-06557 43 MULCHING MATERIALS TON 38.0 $325.00 621-06565 44 WATER KG 62.0 $2.50 621-06567 2 2/15/2006 PART 3 CONTRACT ITEMS AND UNIT PRICES CITY OF CARMEL CARMEL PROJECT NO. 05-I ILLINOIS STREET SEGMENTS A, B, C.D ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE CODE NO. 45 TOPSOIL CYS 5405.0 $15.00 621-06570 46 SODDING, NURSERY SYS 15570.0 $2.50 621-06575 47 CONCRETE MODULAR BLOCK WALL SYS 71.5 $125.00 714-04802 48 RETAINING WALL, CAST-IN-PLACE SFT 3081.0 $56.00 714-07665 49 PIPE, TYPE 4, CIRCULAR, 6 IN. LFT 7270.0 $2.80 715-05048 50 PIPE, TYPE 2, CIRCULAR, 12 IN. LFT 1886.0 $56.00 715-05149 51 PIPE, TYPE 2, CIRCULAR, 15 IN. LFT 1732.0 $38.00 715-05151 52 PIPE, TYPE 2, CIRCULAR, 18 IN. LFT 1199.0 $42.00 715-05152 53 PIPE, TYPE 2, CIRCULAR, 24 IN. LET 469.0 $60.00 715-05154 54 PIPE, TYPE 2, CIRCULAR, 30 IN. LFT 160.0 $65.00 715-05156 55 PIPE, TYPE 2, CIRCULAR, 42 IN. LFT 502.0 $120.00 715-05159 56 PIPE, TYPE 2, CIRCULAR, 48 IN. LFT 4.0 $390.00 715-05160 57 AGGREGATE FOR UNDERDRAINS CYS 625.0 $35.00 718-52610 58 GEOTEXTILES FOR UNDERDRAINS SYS 8200.0 $1.80 718-99153 59 CASTING, ADJUST TO GRADE EA 6.0 $400.00 720-44000 60 INLET, J10 EA 18.0 $1,800.00 720-45045 61 INLET, M10 EA 1.0 $1,800.00 720-45055 62 CATCH BASIN, K10 EA 19.0 $1,900.00 720-45250 63 MANHOLE, C4 EA 30.0 $2,400.00 720-45410 64 INLET, B15, MODIFIED EA 7.0 $2,200.00 720-93409 65 MANHOLE, K4 EA 4.0 $4,800.00 720-94612 66 MANHOLE, J4 EA 2.0 $3,800.00 720-95422 3 2/15/2006 PART 3 CONTRACT ITEMS AND UNIT PRICES CITY OF CARMEL CARMEL PROJECT NO. 05-I ILLINOIS STREET SEGMENTS A,B,C. D ITEM DESCRIPTION UNITOUANTITY UNIT PRICE CODE NO. 67 INLET, B15 EA 4.0 $2,200.00 720-98174 68 INLET, C15 EA 3.0 $2,200.00 720-98555 69 CATCH BASIN, C15 EA 10.0 $2,400.00 720-99417 70 SURFACE MILLING, 1.5" SYS 4452.0 $2.40 722-60823 71 SURFACE MILLING, 2.5" SYS 19.0 $39.00 722-60824 72 SURFACE MILLING, CONCRETE SYS 195.0 $16.00 722-60825 73 WALL ERECTION, MODULAR BLOCK WALL SFT 652.5 $24.00 731-93948 74 LEVELING PAD LET 324.0 $17.00 731-93949 75 COARSE AGGREGATE, NO. 8 TON 51.0 $67.00 732-07653 76 ROAD CLOSURE SIGN ASSEMBLY EA 6.0 $185.00 801-04308 77 DETOUR ROUTE MARKER ASSEMBLY EA 28.0 $120.00 801-06625 78 CONSTRUCTION SIGN, A EA 10.0 $135.00 801-06640 79 BARRICADE, Ill-A LFT 132.0 $12.00 801-07118 80 BARRICADE, Ill-B LFT 48.0 $12.00 801-07119 81 SIGN, SHEET, ENCAPSULATED LENS WITH LEGEND, SFT 70.0 $23.00 0.080 in. THICKNESS 802-76025 82 SIGN, SHEET, ENCAPSULATED LENS WITH LEGEND, SET 135.0 $24.00 0.100 in. THICKNESS 802-76035 83 SIGN, SHEET, ENCAPSULATED LENS WITH LEGEND, SFT 13.0 $30.00 0.125 in. THICKNESS 802-76045 84 SIGN POST, A LFT 524.0 $7.20 802-76055 85 SIGN POST, B LFT 43.0 $7.20 802-76065 86 IRRIGATION CONDUIT LFT 394.0 $13.00 805-10000 87 LIGHTING POWER DISTRIBUTION PANEL EA 1.0 $5,200.00 805-96900 4 2/15/2006 PART 3 CONTRACT ITEMS AND UNIT PRICES CITY OF CARMEL CARMEL PROJECT NO.05-1 ILLINOIS STREET SEGMENTS A, B. C. D ITEM DESCRIPTION UNITQUANTITY UNIT PRICE CODE NO. 88 DECORATIVE STREET LIGHT, WIRING AND INSTALLATION EA 5.0 $8,000.00 807-03804 89 WIRE, NO. 4 COPPER, IN PLASTIC DUCT, IN TRENCH, 4 I/C LET 801.7 $8.30 807-07580 90 CABLE INTERDUCT LFT 4241.0 $13.00 807-98000 91 HANDHOLE, INSTALL EA 13.0 $660.00 807-98556 92 TRANSVERSE MARKINGS,THERMOPLASTIC,CROSSWALK LINE,6 IN. LFT 520.0 $1.00 808-05928 93 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 IN. LFT 2084.0 $0.60 808-06701 94 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN. LFT 945.0 $060 808-06703 95 LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN. LFT 580 $2.10 808-06705 96 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 IN. LET 952.0 $0.60 808-75245 97 LINE, THERMOPLASTIC, SOLID, YELLOW, 6 IN. LFT 41.5 $1.00 808-75247 98 TRANSVERSE MARK,THERMO.,SOLID,YELLOW,CROSSHATCH LINE,12- LET 40,0 $3.10 808-75282 99 TRANSVERSE MARKINGS, THERMOPLASTIC, "SHARKS TEETH" LFT 69.0 $11.00 808-75301 100 PAVEMENT MESSAGE MARKINGS,THERMO.,LANE INDICATION ARROW EA 11.0 $3.20 808-75320 101 LINE, THERMOPLASTIC, SOLID, YELLOW, 8 in. LFT 408.0 $2 10 _808-92027 102 LINE,THERMOPLASTIC,BROKEN,WHITE,12 in 3'STRIPE-3'GAP LFT 230.0 $3.20 808-96075 103 LINE,THERMOPLASTIC,BROKEN,WHITE,6 in.,3'STRIPE-3'GAP LFT 485.0 $1.10 808-96076 104 DIRECTIONAL ARROW, THERMOPLASTIC EA 4.0 $110.00 808-96077 105 SCREENING WALL, GROUND MOUNTED, INSTALLED SET 4550.0 $68.00 106 SCREENING WALL,WALL MOUNTED, INSTALLED SET 1950.0 $87.00 107 SCREENING WALL, DESIGN AND LAYOUT LS 1.0 $18,000.00 Segments A,B,C,D Sub-Total $4,112,568.46 5 2/15/2006 PART 3 CONTRACT ITEMS AND UNIT PRI( CITY OF CARMEL CARMEL PROJECT NO. 05-1 ILLINOIS STREET-SEGMENTS E, F, G ITEM DESCRIPTION UNIT QUANTITY TOTAL CODE NO. 108 CLEARING RIGHT-OF-WAY LS 1.0 $100,000.00 201-52370 109 CONCRETE CURB AND GUTTER, REMOVE LFT 2,211.0 $16,140.30 202-02279 110 INLET, REMOVE EA 3.0 $2,610.00 202-91385 111 EXCAVATION, COMMON CYS 26,386.0 $455,158.50 203-02000 112 TEMPORARY DITCH INLET PROTECTION EA 4.0 $440.00 205-06933 113 TEMPORARY SILT FENCE LFT 4,805.0 $5,766.00 205-06937 114 TEMPORARY CURB INLET PROTECTION EA 5.0 $550.00 205-06939 115 TEMPORARY SEDIMENT BASIN EA 1.0 $5,400.00 205-06940 116 SUBGRADE TREATMENT, TYPE I SYS 31,230.0 $134,289.00 207-08262 117 STRUCTURE BACKFILL CYS 4,987.0 $89,766.00 211-07454 118 COMPACTED AGGREGATE, NO. 53, BASE TON 1,665.0 $41,625.00 301-07448 119 HMA, TYPE C, SURFACE, 9.5mm TON 1,970.0 $122,140.00 402-07434 120 HMA, TYPE C, INTERMEDIATE, 19.0mm TON 2,625.0 $126,000.00 402-07439 121 HMA, TYPE C, BASE, 25.0mm TON 9,720.0 $364,500.00 402-07442 122 HMA, TYPE C, INTERMEDIATE, C25.Omm TON 5,755.0 $258,975.00 402-07445 _ 123 ASPHALT FOR TACK COAT TON 52.2 $11,484.00 406-05520 124 HMA FOR SIDEWALK, PATH TON 940.0 $80,840.00 502-07000 125 FENCE, CHAIN LINK, 42 IN. LFT 1,900.0 $14,630.00 _ 603-01159 126 CURB RAMP, CONCRETE, G SYS 50.0 $6,500.00 604-07901 127 SIDEWALK, CONCRETE, 4 IN. SYS 140.0 $5,740.00 604-91531 128 CURB AND GUTTER, CONCRETE, TYPE II LFT 10,717.7 $101,818.15 605-06160 4 2/15/2006 PART 3 CONTRACT ITEMS AND UNIT PRI( CITY OF CARMEL CARMEL PROJECT NO. 05-I ILLINOIS STREET-SEGMENTS E, F,G ITEM DESCRIPTION UNIT QUANTITY TOTAL CODE NO 129 CURB AND GUTTER, CONCRETE, TYPE III LFT 10,846.2 $104,123.52 605-06165 130 HMA FOR APPROACHES, TYPE C TON 590.0 $48,970.0.0 610-07789 131 GEOTEXTILES SYS 61.3 $245.20 616-02320 132 RIPRAP, CLASS 1 TON 85.9 $5,068.10 616-05688 133 RIPRAP, REVETMENT TON 20.6 $988.80 616-06405 134 MOBILIZATION AND DEMOBILIZATION FOR SEEDING EA 1.0 $350.00 621-01004 135 FERTILIZER TON 1.5 $930.00 621-06545 136 SEED MIXTURE, U LBS 270.0 $1,728.00 621-06554 137 MULCHING MATERIAL TON 3.6 $1,188.00 621-06565 138 WATER KG 100.0 $270.00 621-06567 139 TOPSOIL CYS 6,109.0 $91,635.00 621-06570 140 SODDING, NURSERY SYS 15,500.0 $38,750.00 621-06575 141 WINGWALL, PRECAST CONCRETE EA 4.0 $25,300.00 714-02544 142 HEADER, CEMENT CONCRETE EA 1.0 _$3,100.00 143 CULVERT, PRECAST BOX, REINFORCED CONCRETE 10' x 3' LFT 102.0 $91,800.00 714-07773 144 PIPE, TYPE 4, CIRCULAR, 6 IN. LFT 10,656.0 $29,836.80 715-05048 145 PIPE, TYPE 2, CIRCULAR, 12 IN. LFT 2,367.0 $134,919.00 715-05149 146 PIPE, TYPE 2, CIRCULAR, 15 IN. LFT 1,144.0 $37,752.00 715-05151 147 PIPE, TYPE 2, CIRCULAR, 18 IN. LFT 493.0 $22,185.00 715-05152 148 PIPE, TYPE 2, CIRCULAR, 24 IN. LFT 900.0 $51,300.00 715-05154 149 PIPE, TYPE 2, CIRCULAR, 30 IN. LFT 285.0 $19,950.00 715-05156 5 2/15/2006 PART 3 CONTRACT ITEMS AND UNIT PRI( CITY OF CARMEL CARMEL PROJECT NO. 05-1 ILLINOIS STREET- SEGMENTS E. F. G ITEM DESCRIPTION UNIT QUANTITY TOTAL _ CODE NO 150 PIPE, TYPE 2, CIRCULAR, 36 IN LFT 601.0 $52,287.00 715-05158 151 AGGREGATE FOR UNDERDRAINS CYS 916.0 $32,060.00 718-52610 152 GEOTEXTILES FOR UNDERDRAINS SYS 11,935.0 $21,483.00 718-99153 153 INLET, J10 EA 20.0 $38,000.00 720-45045 154 CATCH BASIN, K10 EA 220 $44,000.00 720-45250 155 MANHOLE, C4 EA 29.0 $72,500.00 720-45410 156 MANHOLE, J4 EA 3.0 $12,600.00 720-95422 157 INLET, B15 EA 5.0 $11,000.00 720-98174 158 CATCH BASIN, C15 EA 3.0 $7,200.00 720-99417 159 SIGN, SHEET, ENCAPSULATED LENS WITH LEGEND, SFT 30.0 $690.00 0080 in. THICKNESS 802-76025 160 SIGN, SHEET, ENCAPSULATED LENS WITH LEGEND, SFT 58.0 $1,392.00 0.100 in. THICKNESS _ 802-76035 161 SIGN POST, A LFT 170,0 $1,224.00 802-76055 162 SIGN POST, B LET 142.0 $1,022.40 802-76065 163 CABLE INTERDUCT LFT 6,336.0 $82,368.00 607-98000 164 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN. LFT 20.0 $2200 808-06703 165 PAV'T MESSAGE MARKINGS,THERMO.. LANE INDICATION ARROW EA 2.0 $220.00 808-75320 166 TRANSVERSE MARKINGS, THERMOPLASTIC, STOP LINE, 24in. LFT 35.0 $735.00 808-75297 SEGMENTS E,F,G Sub-Total $3,033,564.77 6 2/15/2006 PART 3 CONTRACT ITEMS AND UNIT PRIC CITY OF CARMEL CARMEL PROJECT NO. 05-I ILLINOIS STREET- SEGMENTS A-G ITEM DESCRIPTION UNIT QUANTITY TOTAL CODE NO. 167 CONSTRUCTION ENGINEERING LS 1 $107,646.77 105-06845 168 FIELD OFFICE, A MOS 10 $24,000.00 105-07038 169 MOBILIZATION AND DEMOBILIZATION LS 1 $150,000.00 110-01001 170 MAINTAINING TRAFFIC LS 1 $54,000.00 801-06775 ITEMS 167-170 Sub-Total $335,646.77 Segments A,B,C,D Sub-Total $4,112,568.46 SEGMENTS E,F,G Sub-Total $3,033,564.77 TOTAL BID (LUMP SUM ITEMS + SEGMENTS A-G) $7,481,780.00 SUBMITTED BY: Rieth—Rile Construction. Co:; Inc. ►I - $ 1 SIGNATURE: t ' ' ilktiummait, TITLE: Richard L. Spr kel, Regional. VP Centr. IN ADDRESS: 1751 W. Minnesota St. , PO Box 276 Indianapolis, IN 46206 2 • PART 4 CONTRACT DOCUMENTS AND ADDENDA 4.1 The Bidder agrees to be bound by the terms and provisions of all Contract Documents as defined in the Standard General Conditions and incorporates such Contract Documents herein by reference. 4,2 The Bidder acknowledges receipt of the following addenda: ADDENDUM NUMBER DATE 1 1/31/2006 2 2/06/2006 3 2/08/2006 4 2/09/2006 5 2/10/2006 6 2/10/2006 7 2/14/2006 • • 131)-5 ' 1N20040791 PART 5 EXCEPTIONS Instructions To Bidders: 5.1 The Bidder shall fully state each exception taken to the Specifications or other Contract Documents in Section 5.3 of this Part. 5.2 Bidder is cautioned that any exception taken by Bidder and deemed by OWNER to he a material qualification or variance from the terms of the Contract Documents may result in this Bid being rejected as non-responsive. 5.3 Exceptions: • • None. BID-6 1N200407,91 • • BIDDER'S ITEMIZE!) PROPOSAL AND DECLARATIONS City of Cannel instructions To Bidders: • This form shall he utilized by all Bidders. Except as otherwise specifically provided, all Parts shall be fully and accurately filled in and completed and notarized. Project: Illinois Street North Extension Segments 4-G Proposal For Construction of : Segments A, B, C, D - New construction of Illinois Street beginning at a point approximately 2060 feet north of 116th Street continuing North a distance of 4020 feet to 126th Street including the construction of a Roundabout at the intersection of 126th Street and Illinois Street, in Section 35, Township 18 North, Range 3 East, Clay Township, Hamilton County. Segments E, F, G — New construction of Illinois Street beginning at 126th Street and continuing North a distance of 6,340 feet to 136th Street, including the pavement reconstruction of Meridian Corners Boulevard, in Sections 26 and 35, Township 18 North, Range 3 East, Clay Township, Ilanhilton County. Date: February 15. 2006 To: City of Carmel, Indiana,Board of Public Works and Safety • y° 'Rr, ,44 LSD x � ria ), N yj'"¢ i it 4 vr BI.D-1 1N20040791 f # qu a St: . `ggZ,,� e o 2: PART I BIDDER INFORMATION (Print) 1.1 Bidder Name: Crider & Crider, Inc. 1.2 Bidder Address: Street Address: 1900 Liberty Drive City: Bloomington State: TN Zip: 47401 Phone: 812-336-4452 Fax: 812-3 3-1434 1.3 Bidder is a/an (mark one] Individual Partnership x -Indiana Corporation Foreign (Out of State) Corporation; State: Joint Venture Other 1.4 [The following must be answered if the Bidder or any of its partners or joint venture parties is a foreign corporation. Note: To do business in or with the City of Carmel, Indiana,foreign corporations must register with the Secretary of the State of Indiana as required by the Indiana General Corporation Act as stated therein and expressed in the Attorney General's Opinion #2, dated January 23, 1955.] .1 Corporation Name: .2 Address: .3 Date registered with State of Indiana: .4 Indiana Registered Agent: Name: Address: B L D-2 IN2004079 • PART 2 BID PROPOSAL • 2.1 Base Bid The undersigned Bidder proposes to furnish all necessary labor, machinery, tools, apparatus, materials, equipment, service, and other necessary supplies, and to perform and fulfill all obligations incident thereto in strict accordance with and within the time(s) provided by the,terms and conditions of the Contract Documents for the above described Work and Project, including any and all addenda thereto, for the Unit Prices applicable to the Contract Items as stated in Part 3 hereof, which Unit Prices, when multiplied by estimated unit quantities for such Contract Items, total Sr. Muucr a MINE taor+txtED qu"e-tor-fautZ -h ooSANb 51 Wu iotteb cont.4 2c/roo Dollars ($ GAZA t •2(o ). The Bidder acknowledges that evaluation of the lowest Bid shall be based on such price and further acknowledges that the unit quantities listed in Part 3 of this Proposal are estimates solely for the purpose of Bid evaluation and Contract award, and are not to be construed as exact or binding. The Bidder further understands that all Work which may result on the Contract shall be compensated for on a Unit Price basis and that the OWNER and ENGINEER cannot and do not guarantee the amount or quantity of any item of Work to be performed or furnished under the Contract. • • • • BID-3 1N20040791 2/15/2006 PART 3 CONTRACT ITEMS AND UNIT PRICES CITY OF CARMEL CARMEL PROJECT NO. 05-1 ILLINOIS STREET SEGMENTS A. B, C, D ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL CODE NO. 1 CLEARING RIGHT-OF-WAY LS 1.0 $100,000.00 $100,000.00 201-52370 2 CONCRETE CURB AND GUTTER, REMOVE LFT 4598.0 $5.00 $22,990.00 202-02279 3 STRUCTURE, REMOVE LS 1.0 $5,000.00 $5,000.00 202-03000 4 INLET, REMOVE EA 6.0 $600.00 $3,600.00 202-91385 5 EXCAVATION, COMMON CYS 22229.0 $25.00 $555,725.00 203-02000 6 TEMPORARY DITCH INLET PROTECTION EA 2.0 $115.00 $230.00 205-06933 7 TEMPORARY SILT FENCE LFT 8360.0 $1.25 $10,450.00 205-06937 8 EXCAVATION, FOUNDATION, UNCLASSIFIED CYS 648.0 $24.00 $15,552.00 206-51230 9 SUBGRADE TREATMENT, TYPE I SYS 33905.0 $4.00 $135,620.00 207-08262 10 STRUCTURE BACKFILL CYS 4091.0 $25.00 $102,275.00 211-07454 11 COMPACTED AGGREGATE, NO. 53, BASE TON 1235.0 $20.00 $24,700.00 301-07448 12 HMA, TYPE C, SURFACE, 9.5mm TON 2713.0 $51.00 $138,363.00 402-07434 13 HMA, TYPE C, INTERMEDIATE, 19.0mm TON 3250.0 $42.00 $136,500.00 402-07439 14 HMA, TYPE C, BASE, 25.0mm TON 11740.0 $33.00 $387,420.00 402-07442 15 HMA, TYPE C, INTERMEDIATE, C25.0mm TON 6660.0 $40.00 $266,400.00 402-07445 16 VARIABLE DEPTH HMA, INTERMEDIATE TON 0.5 $43.00 $19.35 402-07439 17 ASPHALT FOR TACK COAT TON 57.0 $218.00 $12,426.00 406-05520 18 DECORATIVE CONCRETE, 4 IN. SYS 12.8 $88.00 $1,127.28 501-10001 19 DECORATIVE CONCRETE PAVEMENT, TRUCK APRON SYS 155.0 $97.00 $15,035.00 502-07000 20 HMA PAVEMENT TEXTURING SYS 840.0 $63.00 $52,920.00 604-04439 21 HMA FOR SIDEWALK, PATH TON 716.0 $58.00 $41,528.00 604-07483 22 CURB RAMP, CONCRETE, A SYS 57.6 $85.00 $4,896.00 604-07894 1 2/15/2006 PART 3 CONTRACT ITEMS AND UNIT PRICES CITY OF CARMEL CARMEL PROJECT NO. 05-1 ILLINOIS STREET SEGMENTS A, 13, C, D ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL CODE NO. 23 CURB RAMP, CONCRETE, C SYS 16.5 $95.00 $1,567.50 604-07897 24 CURB RAMP, CONCRETE, F SYS 17.8 $95.00 $1,688.89 604-07900 25 CURB RAMP, CONCRETE, G SYS 59.5 $95.00 $5,656.30 604-07901 26 CURB RAMP, CONCRETE, H SYS 61.4 $105.00 $6,447.00 604-07902 27 CURB RAMP, CONCRETE, K SYS 13.3 $95.00 $1,263.50 604-07903 28 CURB RAMP, CONCRETE, L SYS 120.4 $85.00 $10,234.00 604-07904 29 SIDEWALK, CONCRETE, 4 IN. SYS 2366.0 $29.00 $68,614.00 604-91531 30 CURB, CONCRETE, STRAIGHT LFT 1527.0 $14.00 $21,378.00 605-06125 31 CURB AND GUTTER, CONCRETE, TYPE II LFT 10785.0 $13.00 $140,205.00 605-06160 32 CURB AND GUTTER, CONCRETE, TYPE III LFT 9032.0 $11.00 $99,352.00 605-06165 33 CENTER CURB, D, CONCRETE SYS 22.2 $150.00 $3,333.33 605-06166 34 CURB AND GUTTER, CONCRETE, ROLL, MODIFIED LET 369.0 $14.00 $5,166.00 605-97937 35 HMA FOR APPROACHES, TYPE C TON 1189.0 $60.00 $71,340.00 610-07488 36 GEOTEXTILES SYS 67.0 $2.30 $154.10 616-02320 37 CONCRETE FABRIC MAT SYS 195.0 $50.00 $9,750.00 616-02321 38 RIPRAP, REVETMENT TON 35.0 $38.00 $1,330.00 616-06405 39 MOBILIZATION AND DEMOBILIZATION FOR SEEDING EA 3.0 $325.00 $975.00 621-01004 40 FERTILIZER TON 2.9 $580.00 $1,658.80 621-06545 41 SEED MIXTURE, U LBS 495.0 $6.00 $2,970.00 621-06554 42 SEED MIXTURE, T LBS 2280.0 $2.25 $5,130.00 621-06557 43 MULCHING MATERIALS TON 38.0 $310.00 $11,780.00 621-06565 44 WATER KG 62.0 $2.50 $155.00 ' 621-06567 2 2/15/2006 PART 3 CONTRACT ITEMS AND UNIT PRICES CITY OF CARMEL CARMEL PROJECT NO. 05-1 ILLINOIS STREET SEGMENTS A,B. C. D ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL CODE NO. 45 TOPSOIL CYS 5405.0 $600 $32,430,00 621-06570 46 SODDING, NURSERY SYS 15570.0 $2.35 $36,589.50 621-06575 47 CONCRETE MODULAR BLOCK WALL SYS 71.5 $150.00 $10,725.00 714-04802 48 RETAINING WALL, CAST-IN-PLACE SFT 3081.0 $60.00 $184,860.00 714-07665 49 PIPE, TYPE 4, CIRCULAR, 6 IN. LFT 7270.0 33.75 $27,262.50 715-05048 50 PIPE, TYPE 2, CIRCULAR, 12 IN. LFT 1886.0 $23.00 $43,378.00 715-05149 51 PIPE, TYPE 2, CIRCULAR, 15 IN. LFT 1732.0 $25,00 $43,300.00 715-05151 52 PIPE, TYPE 2, CIRCULAR, 18 IN. LFT 1199.0 $28 00 $33,572.00 715-05152 53 PIPE, TYPE 2, CIRCULAR, 24 IN. LFT 469.0 $35.00 $16,884.00 715-05154 54 PIPE, TYPE 2, CIRCULAR, 30 IN. LFT 160.0 $45.00 $7,200.00 715-05156 55 PIPE, TYPE 2, CIRCULAR, 42 IN. LFT 502.0 $65.00 $32,630.00 715-05159 56 PIPE, TYPE 2, CIRCULAR, 48 IN. LFT 4.0 $245.00 $980.00 715-05160 57 AGGREGATE FOR UNDERDRAINS CYS 625.0 $31.00 $19,375.00 718-52610 58 GEOTEXTILES FOR UNDERDRAINS SYS 8200.0 $1.30 $10,660,00 718-99153 59 CASTING, ADJUST TO GRADE EA 6,0 $610.00 $3,660 00 720-44000 60 INLET, J10 EA 16.0 $1,460.00 $26,280.00 720-45045 61 INLET, M10 EA 1.0 $1,400.00 $1,400.00 720-45055 62 CATCH BASIN, K10 EA 19.0 $2,13000 $40,470.00 720-45250 63 MANHOLE, C4 EA 30.0 $1,510.00 $45,300.00 720-45410 64 INLET, B15, MODIFIED EA 7.0 $1,910.00 $13,370.00 720-93409 65 MANHOLE, K4 EA 4.0 $3,150.00 $12,600.00 720-94612 66 MANHOLE, J4 EA 2.0 $2,900.00 $5,800.00 720-95422 3 • 2/15/2006 PART 3 CONTRACT ITEMS AND UNIT PRICES CITY OF CARMEL CARMEL PROJECT NO. 05-I ILLINOIS STREET SEGMENTS A, B, C,D ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL CODE NO. 67 INLET, B15 EA 4.0 $1,910.00 $7,640.00 720-98174 68 INLET, C15 EA 3.0 $1,080.00 $3,240.00 720-98555 69 CATCH BASIN, C15 EA 10.0 $2,580.00 $25,800.00 720-99417 70 SURFACE MILLING, 1.5" SYS 4452.0 $3.65 $16,249.80 722-60823 71 SURFACE MILLING, 2.5" SYS 19.0 $24.00 $456.00 722-60824 72 SURFACE MILLING, CONCRETE SYS 195.0 $12.00 $2,340.00 722-60825 73 WALL ERECTION, MODULAR BLOCK WALL SFT 652.5 $34.00 $22,185.00 731-93948 74 LEVELING PAD LFT 324.0 $29.00 $9,396.00 731-93949 75 COARSE AGGREGATE, NO. 8 TON 51.0 $180.00 $9,180.00 732-07653 76 ROAD CLOSURE SIGN ASSEMBLY EA 6.0 $110.00 $660.00 801-04308 77 DETOUR ROUTE MARKER ASSEMBLY EA 28.0 $130.00 $3,640.00 801-06625 78 CONSTRUCTION SIGN, A EA 10.0 $11.00 $110.00 801-06640 79 BARRICADE, Ill-A LFT 132.0 $13.00 $1,716.00 801-07118 80 BARRICADE, III-8 LFT 48.0 $22.00 $1,056.00 801-07119 81 SIGN, SHEET, ENCAPSULATED LENS WITH LEGEND, SFT 70.0 $22.00 $1,540.00 0.080 in. THICKNESS 802-76025 82 SIGN, SHEET, ENCAPSULATED LENS WITH LEGEND, SFT 135.0 $25.00 $3,375.00 0.100 in. THICKNESS 802-76035 83 SIGN, SHEET, ENCAPSULATED LENS WITH LEGEND, SFT 13.0 $28.00 $364.00 0.125 in. THICKNESS 802-76045 84 SIGN POST, A LFT 524.0 $7.00 $3,668.00 802-76055 85 SIGN POST, B LFT 43.0 $7.00 $301.00 802-76065 86 IRRIGATION CONDUIT LFT 394.0 $10.00 $3,940.00 805-10000 87 LIGHTING POWER DISTRIBUTION PANEL EA 1.0 $4,900.00 $4,900.00 805-96900 4 2/15/2006 PART 3 CONTRACT ITEMS AND UNIT PRICES CITY OF CARMEL CARMEL PROJECT NO. 05-I ILLINOIS STREET SEGMENTS A, B. C, D ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL CODE NO. 88 DECORATIVE STREET LIGHT, WIRING AND INSTALLATION EA 5.0 $7,500.00 $37,500.00 807-03804 89 WIRE, NO. 4 COPPER, IN PLASTIC DUCT, IN TRENCH, 4 I/C LFT 801.7 $8.00 $6,413.20 807-07580 90 CABLE INTERDUCT LFT 4241.0 $10.50 $44,530.50 807-98000 91 HANDHOLE, INSTALL EA 13.0 $750.00 $9,750.00 807-98556 92 TRANSVERSE MARKINGS,THERMOPLASTIC,CROSSWALK LINE,6 IN. LFT 520.0 $1.00 $520.00 808-05928 93 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 IN. LFT 2084.0 $0.60 $1,250.40 808-06701 94 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN. LFT 945.0 $0.70 $661.50 808-06703 95 LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN. LFT 58.0 $2.00 $116.00 808-06705 96 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 IN. LFT 952.0 $0.60 $571.20 808-75245 97 LINE, THERMOPLASTIC, SOLID, YELLOW, 6 IN. LFT 41.5 $1.15 $47.67 808-75247 98 TRANSVERSE MARK,THERMO.,SOLID,YELLOW,CROSSHATCH LINE,12" LFT 40.0 $3.00 $120.00 808-75282 99 TRANSVERSE MARKINGS, THERMOPLASTIC, "SHARKS TEETH" LFT 69.0 $10.00 $690.00 808-75301 100 PAVEMENT MESSAGE MARKINGS,THERMO., LANE INDICATION ARROW EA 11.0 $100.00 $1,100.00 808-75320 101 LINE, THERMOPLASTIC, SOLID, YELLOW, 8 in. LFT 408.0 $2.00 $816.00 808-92027 102 LINE,THERMOPLASTIC,BROKEN,WHITE, 12 in.,3'STRIPE-3'GAP LFT 230.0 $3.40 $782.00 808-96075 103 LINE,THERMOPLASTIC, BROKEN,WHITE,6 in.,3'STRIPE-3'GAP LFT 485.0 $1.00 $485.00 808-96076 104 DIRECTIONAL ARROW, THERMOPLASTIC EA 4.0 $100.00 $400.00 808-96077 105 SCREENING WALL, GROUND MOUNTED, INSTALLED SFT 4550.0 $50.00 $227,500.00 106 SCREENING WALL, WALL MOUNTED, INSTALLED SFT 1950.0 $5.00 $9,750.00 107 SCREENING WALL, DESIGN AND LAYOUT LS 1.0 $5,000.00 $5,000.00 Segments A,B,C,D Sub-Total $3,621,411.32 5 2/15/2006 PART 3 CONTRACT ITEMS AND UNIT PRICES CITY OF CARMEL CARMEL PROJECT NO. 05-I ILLINOIS STREET-SEGMENTS E, F, G ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL CODE NO. 108 CLEARING RIGHT-OF-WAY LS 1.0 $60,000.00 $60,000.00 201-52370 109 CONCRETE CURB AND GUTTER, REMOVE LFT 2,211.0 $6.00 $13,266.00 202-02279 110 INLET, REMOVE EA 3.0 $610.00 $1,830.00 202-91385 111 EXCAVATION, COMMON CYS 26,386.0 $25.00 $659,650.00 203-02000 112 TEMPORARY DITCH INLET PROTECTION EA 4.0 $100.00 $400.00 205-06933 113 TEMPORARY SILT FENCE LFT 4,805.0 $1.25 $6,006.25 205-06937 114 TEMPORARY CURB INLET PROTECTION EA 5.0 $100.00 $500.00 205-06939 115 TEMPORARY SEDIMENT BASIN EA 1.0 $1,530.00 $1,530.00 205-06940 116 SUBGRADE TREATMENT, TYPE I SYS 31,230.0 $4.05 $126,481.50 207-08262 117 STRUCTURE BACKFILL CYS 4,987.0 $26.00 $129,662.00 211-07454 118 COMPACTED AGGREGATE, NO. 53, BASE TON 1,665.0 $21.00 $34,965.00 301-07448 119 HMA, TYPE C, SURFACE, 9.5mm TON 1,970.0 $56.00 $110,320.00 402-07434 120 HMA, TYPE C, INTERMEDIATE, 19.0mm TON 2,625.0 $40.00 $105,000.00 402-07439 121 HMA, TYPE C, BASE, 25.0mm TON 9,720.0 $33.00 $320,760.00 402-07442 122 HMA, TYPE C, INTERMEDIATE, C25.Omm TON 5,755.0 $37.00 $212,935.00 402-07445 123 ASPHALT FOR TACK COAT TON 52.2 $218.00 $11,379.60 406-05520 124 HMA FOR SIDEWALK, PATH TON 940.0 $54.00 $50,760.00 502-07000 125 FENCE, CHAIN LINK, 42 IN. LFT 1,900.0 $7.00 $13,300.00 603-01159 126 CURB RAMP, CONCRETE, G SYS 50.0 $92.00 $4,600.00 604-07901 127 SIDEWALK, CONCRETE, 4 IN. SYS 140.0 $38.00 $5,320.00 604-91531 128 CURB AND GUTTER, CONCRETE, TYPE II LFT 10,717.7 $3.00 $32,153.10 605-06160 1 2/15/2006 PART 3 CONTRACT ITEMS AND UNIT PRICES CITY OF CARMEL CARMEL PROJECT NO. 05-I ILLINOIS STREET-SEGMENTS E, F, G ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL CODE NO. 129 CURB AND GUTTER, CONCRETE, TYPE III LFT 10,846.2 $11.00 $119,308.20 605-06165 130 HMA FOR APPROACHES, TYPE C TON 590.0 $64.00 $37,760.00 610-07789 131 GEOTEXTILES SYS 61.3 $2.45 $150.19 616-02320 132 RIPRAP, CLASS 1 TON 85.9 $56.00 $4,810.40 616-05688 133 RIPRAP, REVETMENT TON 20.6 $38.00 $782.80 616-06405 134 MOBILIZATION AND DEMOBILIZATION FOR SEEDING EA 1.0 $325.00 $325.00 621-01004 135 FERTILIZER TON 1.5 $580.00 $870.00 621-06545 136 SEED MIXTURE, U LBS 270.0 $6.00 $1,620.00 621-06554 137 MULCHING MATERIAL TON 3.6 $310.00 $1,116.00 621-06565 138 WATER KG 100.0 $2.50 $250.00 621-06567 139 TOPSOIL CYS 6,109.0 $7.35 $44,901.15 621-06570 140 SODDING, NURSERY SYS 15,500.0 $2.50 $38,750.00 621-06575 141 WINGWALL, PRECAST CONCRETE EA 4.0 $6,800.00 $27,200.00 714-02544 142 HEADER, CEMENT CONCRETE EA 1.0 $5,280.00 $5,280.00 143 CULVERT, PRECAST BOX, REINFORCED CONCRETE 10'x 3' LFT 102.0 $705.00 $71,910.00 714-07773 144 PIPE, TYPE 4, CIRCULAR, 6 IN. LFT 10,656.0 $3.75 $39,960.00 715-05048 145 PIPE, TYPE 2, CIRCULAR, 12 IN. LFT 2,367.0 $23.00 $54,441.00 715-05149 146 PIPE, TYPE 2, CIRCULAR, 15 IN. LFT 1,144.0 $25.00 $28,600.00 715-05151 147 PIPE, TYPE 2, CIRCULAR, 18 IN. LFT 493.0 $28.00 $13,804.00 715-05152 148 PIPE, TYPE 2, CIRCULAR, 24 IN. LFT 900.0 $34.00 $30,600.00 715-05154 149 PIPE, TYPE 2, CIRCULAR, 30 IN. LFT 285.0 $47.00 $13,395.00 715-05156 2 2/15/2006 • PART 3 CONTRACT ITEMS AND UNIT PRICES CITY OF CARMEL CARMEL PROJECT NO. 05-I ILLINOIS STREET- SEGMENTS E, F. G ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL CODE NO. 150 PIPE, TYPE 2, CIRCULAR, 36 IN. LFT 601.0 $58.00 $34,858.00 715-05158 151 AGGREGATE FOR UNDERDRAINS CYS 916.0 $31.00 $28,396.00 718-52610 152 GEOTEXTILES FOR UNDERDRAINS SYS 11,935.0 $1.25 $14,918.75 718-99153 153 INLET, J10 EA 20.0 $1,460.00 $29,200.00 720-45045 154 CATCH BASIN, K10 EA 22.0 $2,130.00 $46,860.00 720-45250 155 MANHOLE, C4 EA 29.0 $1,620.00 $46,980.00 720-45410 156 MANHOLE, J4 EA 3.0 $2,680.00 $8,040.00 720-95422 157 INLET, B15 EA 5.0 $1,910.00 $9,550.00 720-98174 158 CATCH BASIN, C15 EA 3.0 $2,390.00 $7,170.00 720-99417 159 SIGN, SHEET, ENCAPSULATED LENS WITH LEGEND, SFT 30.0 $22.00 $660.00 0.080 in. THICKNESS 802-76025 160 SIGN, SHEET, ENCAPSULATED LENS WITH LEGEND, SFT 58.0 $22.00 $1,276.00 0.100 in. THICKNESS 802-76035 161 SIGN POST, A LFT 170.0 $7.00 $1,190.00 802-76055 162 SIGN POST, B LFT 142.0 $7.00 $994.00 802-76065 163 CABLE INTERDUCT LFT 6,336.0 $10.50 $66,528.00 807-98000 164 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN. LFT 20.0 $1.00 $20.00 808-06703 165 PAVT MESSAGE MARKINGS,THERMO., LANE INDICATION ARROW EA 2.0 $100.00 $200.00 808-75320 166 TRANSVERSE MARKINGS, THERMOPLASTIC, STOP LINE, 24i LFT 35.0 $20.00 $700.00 808-75297 SEGMENTS E,F,G Sub-Total $2,734,192.94 3 2/15/2006 PART 3 CONTRACT ITEMS AND UNIT PRICES CITY OF CARMEL CARMEL PROJECT NO. 05-I ILLINOIS STREET - SEGMENTS A-G ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL CODE NO. 167 CONSTRUCTION ENGINEERING LS 1 $114,000.00 $114,000.00 105-06845 168 FIELD OFFICE, A MOS 10 $1,500.00 $15,000.00 105-07038 169 MOBILIZATION AND DEMOBILIZATION LS 1 $340,000.00 $340,000.00 110-01001 170 MAINTAINING TRAFFIC LS 1 $100,000.00 $100,000.00 801-06775 ITEMS 167-170 Sub-Total $569,000.00 Segments A,B,C,D Sub-Total $3,621,411.32 SEGMENTS E,F,G Sub-Total $2,734,192.94 TOTAL BID (LUMP SUM ITEMS + SEGMENTS A-G) $6,924,604.26 SUBMITTED BY: CR-inEr{. i C JbErL SIGNATURE: jet TITLE: \iIe,E ?RESIDEM I ADDRESS: 1L40() LIBEtt9 b�`L►= ,INCID)11 U.1 4143 1 PART 4 CONTRACT DOCUMENTS AND ADDENDA 4.1 The Bidder agrees to be bound by the terms and provisions of all Contract Documents as defined in the Standard Genend Conditions and incorporates such Contract Documents herein by reference. 4.2 The Bidder acknowledges receipt of the following addenda: • ADDENDUM NUMBER DATE • 1 �is‘ 011.9.-A 3t , Izwo Febr JN2t C01 3.00.C› (e-Bau AcL`j (A t "ADC, �j fes5cLoRczA ■o acoc (Se Its , acbc f eelv_oisz,4 \u t` ©® , BID-5 1N2o04o79i • PART5 • EXCEPTIONS Instructions To Bidders: 5.1 The Bidder shall fully state each exception taken to the Specifications or other Contract Documents in Section 5.3 of this Part. 5.2 Bidder is cautioned that any exception taken by Bidder and deemed by OWNER to be a material qualification or variance from the terms of the Contract Documents may result in this Bid being rejected as non-responsive. 5.3 Exceptions: ` 1.4F� • BED-6 IN2004079I ^ r BIDDER'S ITEMIZED PROPOSAL, AND DECLARATIONS City of Carmel Instructions To Bidders: This form shall be utilized by all Bidders. Except as otherwise specifically provided, all Parts shall be fi.rlly and accurately filled in and completed and notarized. Project: Illinois Street North Extension Segments A-G Proposal For Construction of : Segments A, B, C, 1) - New construction of Illinois Street beginning at a point approximately 2060 feet north of 116th Street continuing North a distance of 4020 feet to 126th Street including the construction of a Roundabout at the intersection of 1261h Street and Illinois Street, in Section 35, Township 18 North, Range 3 East, Clay Township, Hamilton County. Segments E, F, G — New construction of Illinois Street beginning at 126th Street and continuing North a distance of 6,340 feet to 136th Street, including the pavement reconstruction of Meridian Corners Boulevard, in Sections 26 and 35, Township IS North, Range 3 East, Clay Township, Hamilton County. Date: FEBRUARY 15, 2006 'Ib: City of Carmel, Indiana, Board of Public Works and Safety • .so BID-1 1N20040791 I 1 , `_' • PART 1. BIDDER INFORMATION (Print) 1.1 Bidder Name: MILESTONE CONTRACTORS, L.P. 1.2 Bidder Address: Street Address: 5950 SOUTH BELMONT AVENUE City: INDIANAPOLIS Stale: INDIANA Zip: 46217 Phone: (317) 788-6885 Fax: (317) 788-1098 1.3 Bidder is a/an [mark one] • LIMITED Individual x Partnership -Indiana Corporation Foreign (Out of State) Corporation; State: Joint Venture Other 1.4 [The following must be answered if the Bidder or any of its partners or joint venture parties is a foreign corporation.. Note: 'I'o do business in or with the City of Carmel, Indiana,foreign corporations must register with the Secretary of the State of Indiana as required by the Indiana General Corporation At as stated therein and expressed in the Attorney General's Opinion #2, dated January 23, 1958.] .1 Corporation Name: .2 Address: .3 Date registered with State of Indiana: .4 Indiana Registered Agent: Name: Address: / BID-2 IN20040791 PART 2 BID PROPOSAL 2.1 Base Bid The undersigned Bidder proposes to furnish all necessary labor, machinery, tools, apparatus, materials, equipment, service, and other necessary supplies, and to perform and fulfill all obligations incident thereto in strict accordance with and within the time(s) provided by the,terms and conditions of the Contract Documents for the above described Work and Project, including any and all addenda thereto, for the Unit Prices applicable to the Contract Items as stated in Part 3 hereof, which Unit Prices, when multiplied by estimated unit quantities for such Contract Items, total SEVEN MILLION THREE HUNDRED TWENTY-TWO THOUSAND AND 00/100 Dollars ($ 7,322,000.00 ). The Bidder acknowledges that evaluation of the lowest Bid shall be based on such price and further acknowledges that the unit quantities listed in Part 3 of this Proposal are estimates solely for the purpose of Bid evaluation and Contract award, and are not to be construed as exact or binding. The Bidder further understands that all Work which may result on the Contract shall be compensated for on a Unit Price basis and that the OWNER and ENGINEER cannot and do not guarantee the amount or quantity of any item of Work to be performed or furnished under the Contract. B1D-3 TN20040791 1 2/14/2006 PART 3 CONTRACT ITEMS AND UNIT PRICES CITY OF CARMEL CARMEL PROJECT NO. 05-1 ILLINOIS STREET SEGMENTS A, B, C, D ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL CODE NO. 1 CLEARING RIGHT-OF-WAY LS 1.0 82,000.00 $82,000.00 201-52370 2 CONCRETE CURB AND GUTTER, REMOVE LFT 4598.0 3.55 $16,322.90 202-02279 3 STRUCTURE, REMOVE LS 1.0 17,000.00 $17,000.00 202-03000 4 INLET, REMOVE EA 6.0 510.00 $3,060.00 202-91385 5 EXCAVATION, COMMON CYS 22229.0 19.00 $422,351.00 203-02000 6 TEMPORARY DITCH INLET PROTECTION EA 2.0 101.00 $202.00 205-06933 7 TEMPORARY SILT FENCE LFT 8360.0 1.50 $12,540.00 205-06937 8 EXCAVATION, FOUNDATION, UNCLASSIFIED CYS 648.0 21.00 $13,608.00 206-51230 9 SUBGRADE TREATMENT, TYPE I SYS 33905.0 4.00 $135,620.00 207-08262 10 STRUCTURE BACKFILL CYS 4091.0 15.00 $61,365.00 211-07454 11 COMPACTED AGGREGATE, NO. 53, BASE TON 1235.0 21.00 $25,935.00 301-07448 12 HMA, TYPE C, SURFACE, 9.5mm TON 2713.0 55.00 $149,215.00 402-07434 13 HMA, TYPE C, INTERMEDIATE, 19.0mm TON 3250.0 42.00 $136,500.00 402-07439 14 HMA, TYPE C, BASE, 25.0mm TON 11740.0 34.00 $399,160.00 402-07442 15 HMA, TYPE C, INTERMEDIATE, C25.0mm TON 6660.0 41.00 $273,060.00 402-07445 16 VARIABLE DEPTH HMA, INTERMEDIATE TON 0.5 44.00 $22.00 402-07439 17 ASPHALT FOR TACK COAT TON 57.0 204.00 $11,628.00 406-05520 18 DECORATIVE CONCRETE, 4 IN. SYS 12.8 135.00 $1,728.00 501-10001 19 DECORATIVE CONCRETE PAVEMENT, TRUCK APRON SYS 155.0 120.00 $18,600.00 502-07000 20 HMA PAVEMENT TEXTURING SYS 840.0 61.00 $51,240.00 604-04439 21 HMA FOR SIDEWALK, PATH TON 716.0 58.00 $41,528.00 604-07483 22 CURB RAMP, CONCRETE, A SYS 57.6 172.00 $9,907.20 604-07894 1 2/14/2006 PART 3 CONTRACT ITEMS AND UNIT PRICES CITY OF CARMEL CARMEL PROJECT NO. 05-I ILLINOIS STREET SEGMENTS A, B. C. D ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL CODE NO 23 CURB RAMP, CONCRETE, C SYS 16.5 184.00 $3,036.00 604-07897 24 CURB RAMP, CONCRETE, F SYS 17.80 167.00 $2,972.60 604-07900 25 CURB RAMP, CONCRETE, G SYS 59.5 158.00 $9,401.00 604-07901 26 CURB RAMP, CONCRETE, H SYS 61.4 155.00 $9,517.00 604-07902 27 CURB RAMP, CONCRETE, K SYS 13.3 170.00 $2,261.00 604-07903 28 CURB RAMP, CONCRETE, L SYS 120.4 158.00 $19,023.20 604-07904 29 SIDEWALK, CONCRETE, 4 IN. SYS 2366.0 37.00 $87,542.00 604-91531 30 CURB, CONCRETE, STRAIGHT LFT 1527.0 14.00 $21,378.00 605-06125 31 CURB AND GUTTER, CONCRETE, TYPE II LFT 10785.0 10.00 $107,850.00 605-06160 32 CURB AND GUTTER, CONCRETE, TYPE III LFT 9032.0 10.00 $90,320.00 605-06165 33 CENTER CURB, D, CONCRETE SYS 22.2 317.00 $7,037.40 605-06166 34 CURB AND GUTTER, CONCRETE, ROLL, MODIFIED LFT 369.0 17.00 $6,273.00 605-97937 35 HMA FOR APPROACHES, TYPE C TON 1189.0 60.00 $71,340.00 610-07488 36 GEOTEXTILES SYS 67.0 12.00 $804.00 616-02320 37 CONCRETE FABRIC MAT SYS 195.0 22.00 $4,290.00 616-02321 38 RIPRAP, REVETMENT TON 35.0 66.00 $2,310.00 616-06405 39 MOBILIZATION AND DEMOBILIZATION FOR SEEDING EA 3.0 335,00 $1,005.00 621-01004 40 FERTILIZER TON 2.9 592.00 $1,716.80 621-06545 41 SEED MIXTURE, U LBS 495.0 6.00 $2,970.00 621-06554 42 SEED MIXTURE, T LBS 2280.0 2.24 $5,107.20 621-06557 43 MULCHING MATERIALS TON 38.0 316.00 $12,008.00 621-06565 44 WATER KG 62.0 2.50 $155.00 621-06567 2 2/14/2006 PART 3 CONTRACT ITEMS AND UNIT PRICES CITY OF CARMEL CARMEL PROJECT NO. 05-1 ILLINOIS STREET SEGMENTS A, 13, C, D ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL CODE NO 45 TOPSOIL CYS 5405.0 20.00 $108,100.00 621-06570 46 SODDING, NURSERY SYS 15570.0 2.40 $37,368.00 621-06575 47 CONCRETE MODULAR BLOCK WALL SYS 71.5 82.00 $5,863.00 714-04802 48 RETAINING WALL, CAST-IN-PLACE SFT 3081.0 54.00 $166,374.00 714-07665 49 PIPE, TYPE 4, CIRCULAR, 6 IN. LFT 7270.0 2.70 $19,629.00 715-05048 50 PIPE, TYPE 2, CIRCULAR, 12 IN. LFT 1886.0 31.00 $58,466.00 715-05149 51 PIPE, TYPE 2, CIRCULAR, 15 IN. LFT 1732.0 34.00 $58,888.00 715-05151 52 PIPE, TYPE 2, CIRCULAR, 18 IN. LFT 1199.0 35.00 $41,965.00 715-05152 53 PIPE, TYPE 2, CIRCULAR, 24 IN. LFT 469.0 44.00 $20,636.00 715-05154 54 PIPE, TYPE 2, CIRCULAR, 30 IN. LFT 160.0 50.00 $8,000.00 715-05156 55 PIPE, TYPE 2, CIRCULAR, 42 IN. LFT 502.0 90.00 $45,180.00 715-05159 56 PIPE, TYPE 2, CIRCULAR, 48 IN. LFT 4.0 100.00 $400.00 715-05160 57 AGGREGATE FOR UNDERDRAINS CYS 625.0 34.00 $21,250.00 718-52610 58 GEOTEXTILES FOR UNDERDRAINS SYS 8200.0 1.70 $13,940.00 718-99153 59 CASTING, ADJUST TO GRADE EA 6.0 1,400.00 $8,400.00 720-44000 60 INLET, J10 EA 18.0 1,450.00 $26,100.00 720-45045 61 INLET, M10 EA 1.0 1,450.00 $1,450.00 720-45055 62 CATCH BASIN, K10 EA 19.0 1,500.00 $28,500.00 720-45250 63 MANHOLE, C4 EA 30.0 2,000.00 $60,000.00 720-45410 64 INLET, B15, MODIFIED EA 7.0 2,000.00 $14,000.00 720-93409 65 MANHOLE, K4 EA 4.0 3,400.00 $13,600.00 720-94612 66 MANHOLE, J4 EA 2.0 2,800.00 $5,600.00 720-95422 3 2/14/2006 PART 3 CONTRACT ITEMS AND UNIT PRICES CITY OF CARMEL CARMEL PROJECT NO. 05-I ILLINOIS STREET SEGMENTS A, B, C. D ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL CODE NO. 67 INLET, B15 EA 4.0 1,920.00 $7,680.00 720-98174 68 INLET, C15 EA 3.0 1,920.00 $5,760.00 720-98555 69 CATCH BASIN, C15 EA 10.0 2,000.00 $20,000.00 720-99417 70 SURFACE MILLING, 1.5" SYS 4452.0 2.95 $13,133.40 722-60823 71 SURFACE MILLING, 2.5" SYS 19.0 20.00 $380.00 722-60824 72 SURFACE MILLING, CONCRETE SYS 195.0 31.00 $6,045.00 722-60825 73 WALL ERECTION, MODULAR BLOCK WALL SFT 652.5 13.00 $8,482.50 731-93948 74 LEVELING PAD LFT 324.0 15.00 $4,860.00 731-93949 75 COARSE AGGREGATE, NO. 8 TON 51.0 17.00 $867.00 732-07653 76 ROAD CLOSURE SIGN ASSEMBLY EA 6.0 660.00 $3,960.00 801-04308 77 DETOUR ROUTE MARKER ASSEMBLY EA 28.0 127.00 $3,556.00 801-06625 78 CONSTRUCTION SIGN, A EA 10.0 178.00 $1,780.00 801-06640 79 BARRICADE, Ill-A LFT 132.0 16.00 $2,112.00 801-07118 80 BARRICADE, III-B LFT 48.0 22.00 $1,056.00 801-07119 81 SIGN, SHEET, ENCAPSULATED LENS WITH LEGEND, SFT 70.0 22.00 $1,540.00 0.080 in. THICKNESS 802-76025 82 SIGN, SHEET, ENCAPSULATED LENS WITH LEGEND, SFT 135.0 23.00 $3,105.00 0.100 in. THICKNESS 802-76035 83 SIGN, SHEET, ENCAPSULATED LENS WITH LEGEND, SFT 13.0 28.00 $364.00 0.125 in. THICKNESS 802-76045 84 SIGN POST, A LET 524.0 7.00 $3,668.00 802-76055 85 SIGN POST, B LFT 43.0 7.00 $301.00 802-76065 86 IRRIGATION CONDUIT LFT 394.0 13.00 $5,122.00 805-10000 87 LIGHTING POWER DISTRIBUTION PANEL EA 1.0 4,900.00 $4,900.00 805-96900 4 2/14/2006 •PART 3 CONTRACT ITEMS AND UNIT PRICES CITY OF CARMEL CARMEL PROJECT NO. 05-I ILLINOIS STREET SEGMENTS A. B. C. D ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL CODE NO. 88 DECORATIVE STREET LIGHT, WIRING AND INSTALLATION EA 5.0 7,600.00 $38,000.00 807-03804 89 WIRE, NO. 4 COPPER, IN PLASTIC DUCT, IN TRENCH, 4 I/C LFT 801.7 7.95 $6,373.52 807-07580 90 CABLE INTERDUCT LFT 4241.0 12.10 $51,316.10 807-98000 91 HANDHOLE, INSTALL EA 13.0 627.00 $8,151.00 807-98556 92 TRANSVERSE MARKINGS,THERMOPLASTIC,CROSSWALK LINE,6 IN. LFT 520.0 1.62 $842.40 808-05928 93 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 IN. LFT 2084.0 1.08 $2,250.72 808-06701 94 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN. LFT 945.0 1.08 $1,020.60 808-06703 95 LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN. LFT 58.0 2.16 $125.28 808-06705 96 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 IN. LFT 952.0 1.08 $1,028.16 808-75245 97 LINE, THERMOPLASTIC, SOLID, YELLOW, 6 IN. LFT 41.5 1.62 $67.23 808-75247 98 TRANSVERSE MARK,THERMO.,SOLID,YELLOW,CROSSHATCH LINE, 12" LFT 40.0 3.20 $128.00 808-75282 99 TRANSVERSE MARKINGS, THERMOPLASTIC, "SHARKS TEETH" LET 69.0 6.50 $448.50 808-75301 100 PAVEMENT MESSAGE MARKINGS,THERMO., LANE INDICATION ARROW EA 11.0 122.00 $1,342.00 808-75320 101 LINE, THERMOPLASTIC, SOLID, YELLOW, 8 in. LFT 408.0 2.16 $881.28 808-92027 102 LINE,THERMOPLASTIC, BROKEN,WHITE, 12 in.,3'STRIPE-3'GAP LFT 230.0 6.40 $1,472.00 808-96075 103 LINE,THERMOPLASTIC,BROKEN,WHITE,6 in.,3'STRIPE-3'GAP LFT 485.0 3.20 $1,552.00 808-96076 104 DIRECTIONAL ARROW, THERMOPLASTIC EA 4.0 586.00 $2,344.00 808-96077 105 SCREENING WALL, GROUND MOUNTED, INSTALLED SFT 4550.0 90.00 $409,500.00 106 SCREENING WALL, WALL MOUNTED, INSTALLED SFT 1950.0 69.00 $134,550.00 107 SCREENING WALL, DESIGN AND LAYOUT LS 1.0 8,500.00 $8,500.00 Segments A,B,C,D Sub-Total $3,883,182.99 5 2/14/2006 PART 3 CONTRACT ITEMS AND UNIT PRICES CITY OF CARMEL CARMEL PROJECT NO. 05-1 ILLINOIS STREET-SEGMENTS E, F, G ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL CODE NO. 108 CLEARING RIGHT-OF-WAY LS 1.0 85,000.00 $85,000.00 201-52370 109 CONCRETE CURB AND GUTTER, REMOVE LFT 2,211.0 4.50 $9,949.50 202-02279 110 INLET, REMOVE EA 3.0 508.00 $1,524.00 202-91385 111 EXCAVATION, COMMON CYS 26,386.0 19.00 $501,334.00 203-02000 112 TEMPORARY DITCH INLET PROTECTION EA 4.0 102.00 $408.00 205-06933 113 TEMPORARY SILT FENCE LFT 4,805.0 1.40 $6,727.00 205-06937 114 TEMPORARY CURB INLET PROTECTION EA 5.0 102.00 $510.00 205-06939 115 TEMPORARY SEDIMENT BASIN EA 1.0 23,000.00 $23,000.00 205-06940 116 SUBGRADE TREATMENT, TYPE I SYS 31,230.0 3.75 $117,112.50 207-08262 117 STRUCTURE BACKFILL CYS 4,987.0 18.00 $89,766.00 211-07454 118 COMPACTED AGGREGATE, NO. 53, BASE TON 1,665.0 19.00 $31,635.00 301-07448 119 HMA, TYPE C, SURFACE, 9.5mm TON 1,970.0 57,00 $112,290.00 402-07434 120 HMA, TYPE C, INTERMEDIATE, 19.0mm TON 2,625.0 40.00 $105,000.00 402-07439 121 HMA, TYPE C, BASE, 25.0mm TON 9,720.0 35.00 $340,200.00 402-07442 122 HMA, TYPE C, INTERMEDIATE, C25.Omm TON 5,755.0 39.00 $224,445.00 402-07445 123 ASPHALT FOR TACK COAT TON 52.2 205.00 $10,701.00 406-05520 124 HMA FOR SIDEWALK, PATH TON 940.0 55.00 $51,700.00 502-07000 125 FENCE, CHAIN LINK, 42 IN. LFT 1,900.0 7.30 $13,870.00 603-01159 126 CURB RAMP, CONCRETE, G SYS 50.0 140.00 $7,000.00 604-07901 127 SIDEWALK, CONCRETE, 4 IN. SYS 140.0 36.00 $5,040.00 604-91531 128 CURB AND GUTTER, CONCRETE, TYPE II LFT 10,717.7 11.00 $117,894.70 605-06160 1 2/14/2006 PART 3 CONTRACT ITEMS AND UNIT PRICES CITY OF CARMEL CARMEL PROJECT NO. 05-1 ILLINOIS STREET- SEGMENTS E, F. G ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL CODE NO. 129 CURB AND GUTTER, CONCRETE, TYPE III LFT 10,846.2 11.00 $119,308.20 605-06165 130 HMA FOR APPROACHES, TYPE C TON 590.0 65.00 $38,350.00 610-07789 131 GEOTEXTILES SYS 61.3 11.30 $692.69 616-02320 132 RIPRAP, CLASS 1 TON 85.9 53.00 $4,552.70 616-05688 133 RIPRAP, REVETMENT TON 20.6 65.00 $1,339.00 616-06405 134 MOBILIZATION AND DEMOBILIZATION FOR SEEDING EA 1.0 331.00 $331.00 621-01004 135 FERTILIZER TON 1.5 592.00 $888.00 621-06545 136 SEED MIXTURE, U LBS 270.0 6.00 $1,620.00 621-06554 137 MULCHING MATERIAL TON 3.6 316.00 $1,137.60 621-06565 138 WATER KG 100.0 2.55 $255.00 621-06567 139 TOPSOIL CYS 6,109.0 22.00 $134,398.00 621-06570 140 SODDING, NURSERY SYS 15,500.0 2.40 $37,200.00 621-06575 141 WINGWALL, PRECAST CONCRETE EA 4.0 7,800.00 $31,200.00 714-02544 142 HEADER, CEMENT CONCRETE EA 1.0 3,500.00 $3,500.00 143 CULVERT, PRECAST BOX, REINFORCED CONCRETE 10' x 3' LFT 102.0 828.00 $84,456.00 714-07773 144 PIPE, TYPE 4, CIRCULAR, 6 IN. LFT 10,656.0 2.70 $28,771.20 715-05048 145 PIPE, TYPE 2, CIRCULAR, 12 IN. LFT 2,367.0 35.00 $82,845.00 715-05149 146 PIPE, TYPE 2, CIRCULAR, 15 IN. LFT 1,144.0 37.00 $42,328.00 715-05151 147 PIPE, TYPE 2, CIRCULAR, 18 IN. LFT 493.0 38.00 $18,734.00 715-05152 148 PIPE, TYPE 2, CIRCULAR, 24 IN. LFT 900.0 47.00 $42,300.00 715-05154 149 PIPE, TYPE 2, CIRCULAR, 30 IN. LFT 285.0 53.00 $15,105.00 715-05156 2 2/14/2006 PART 3 CONTRACT ITEMS AND UNIT PRICES CITY OF CARMEL CARMEL PROJECT NO. 05-I ILLINOIS STREET- SEGMENTS E. F, G ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL CODE NO 150 PIPE, TYPE 2, CIRCULAR, 36 IN. LFT 601.0 73.00 $43,873.00 715-05158 151 AGGREGATE FOR UNDERDRAINS CYS 916.0 34.00 $31,144.00 718-52610 152 GEOTEXTILES FOR UNDERDRAINS SYS 11,935.0 1.75 $20,886.25 718-99153 153 INLET, J10 EA 20.0 1,560.00 $31,200.00 720-45045 154 CATCH BASIN, K10 EA 22.0 1,700.00 $37,400.00 720-45250 155 MANHOLE, C4 EA 29.0 2,000.00 558,000.00 720-45410 156 MANHOLE, J4 EA 3.0 3,300.00 $9,900.00 720-95422 157 INLET, B15 EA 5.0 1,900.00 $9,500.00 720-98174 158 CATCH BASIN, C15 EA 3.0 2,100.00 $6,300.00 720-99417 159 SIGN, SHEET, ENCAPSULATED LENS WITH LEGEND, SFT 30.0 22.00 $660.00 0.080 in. THICKNESS 802-76025 160 SIGN, SHEET, ENCAPSULATED LENS WITH LEGEND, SFT 58.0 22.20 $1,287.60 0.100 in. THICKNESS 802-76035 161 SIGN POST, A LFT 170.0 7.00 $1,190.00 802-76055 162 SIGN POST, B LFT 142.0 7.00 $994.00 802-76065 163 CABLE INTERDUCT LFT 6,336.0 12.00 $76,032.00 807-98000 164 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN. LFT 20.0 1.00 $20.00 808-06703 165 PAVT MESSAGE MARKINGS,THERMO., LANE INDICATION ARROW EA 2.0 122.00 $244.00 808-75320 166 TRANSVERSE MARKINGS,THERMOPLASTIC,STOP LINE, 24in LFT 35.0 6.50 $227.50 808-75297 SEGMENTS E,F,G Sub-Total $2,873,276.44 3 2/14/2006 PART 3 CONTRACT ITEMS AND UNIT PRICES CITY OF CARMEL CARMEL PROJECT NO. 05-1 ILLINOIS STREET - SEGMENTS A-G ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL CODE NO. 167 CONSTRUCTION ENGINEERING LS 1 90,000.00 $90,000.00 105-06845 168 FIELD OFFICE, A MOS 10 2,400.00 $24,000.00 105-07038 169 MOBILIZATION AND DEMOBILIZATION LS 1 363,000.00 $363,000.00 110-01001 170 MAINTAINING TRAFFIC LS 1 88,540.57 $88,540.57 801-06775 ITEMS 167-170 Sub-Total $565,540.57 Segments A,B,C,D Sub-Total $3,883,182.99 SEGMENTS E,F,G Sub-Total $2,873,276.44 TOTAL BID (LUMP SUM ITEMS + SEGMENTS A-G) $7,322,000.00 Milestone Contractors, L.P. By SUBMITTED BY: Contractors United, Inc. - General Partner SIGNATURE: 4a:., .2 A ( 12/ TITLE: Brad McCall, Manager of Estimating ADDRESS: 5950 South Belmont Avenue Indianapolis, IN 46217 1 PART 4 CONTRACT DOCUMENTS AND ADDENDA 4.1 The Bidder agrees to he hound by the terms and provisions of all Contract Documents'as defined in the Standard General Conditions and incorporates such Contract Documents herein by reference. 4.2 The Bidder acknowledges receipt of the following addenda: ADDENDUM NUMBER DATE JANUARY 31, 2006 2 FEBRUARY 6, 2006 3 FEBRUARY 8, 2006 4 FEBRUARY 9, 2006 5 FEBRUARY 10, 2006 . 6 FEBRUARY 10, 2006 7 FEBRUARY 14, 2006 • BID-5 1N20040791 PART 5 EXCEPTIONS Instructions To Bidders: 5.l The Bidder shall fully state each exception taken to the Specifications or other Contract Documents in Section 5.3 of this Part. 5.2 Bidder is cautioned that any exception taken by Bidder and deemed by OWNER to be a material qualification or variance from the terms of the Contract Documents may result in this Bid being rejected as non-responsive. 5.3 Exceptions: NONE • • • 131D-6 1N20040791