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Home My WebLink AboutBid Information and Packets ill PI BID PROPOSAL SUMMARY PAGE Complete the following information and place as the cover page to your bid packet. Insert all documents into an envelope with project name and your company name clearly marked on the outside. Seal the envelope. Company. E & E Pay-1 , Inc. / cry, Inc. Jv Project Name: IIlimis stmt Etherstal *io-io Date Submitted: Itmartat 20, 2013 Base Bid Amount: $ 5,549,1.92.30 Alternate Bid A Amount: $ 9550/5.37 Alternate Bid B Amount: $ 243,702.96 i� �,... i: S i } EAL w II HI BIDDER'S ITEMIZED PROPOSAL ii AND DECLARATIONS City of Cannel IIinstructions To Bidders: This.form shall he utilized by all Bidders. Except as otherwise specifically provided, all Parts shall he Ally and accurately filled in and completed and notarized. IIProject: Illinois Street Extension - City of Carmel Project#10-10 Proposal For Construction of: . ii Construction of Illinois Street beginning at Spring Mill Rd. and continuing to a point 800 feet north of 10601 St., including roundabouts at Spring Mill Rd. and 106th Street. PILandscaping of Illinois Street beginning at Spring Mill Rd ��I mid continuing to a point 800 feet south of 116"' St. IIDate: &wad= 20, 2013 ``�1•�ss PAVING�ii,�/ IIITo: City of Cannel, Indiana, Board of Public Works and Safety z�� 0 SEAL U iii ii ii I Ii I, IIIBID-1 _ 2. ! `'a PART ) BIDDER INFORMATION (Print) c 11. l.] Bidder Name: E & S Paving, Inc. / Gractx, Ire. LTV 1 ti 1.2 Bidder Address: Sheet Address: 17042 MiddleLo.,n A . / 12900 N l+eridian St. Ste 120 City: I'th1esville / State: JN / Zip: 4Si L. . r Cdrnel IN 46032 Phone: 317-773-4132 / Fax: 317-773-4137 / ¢I 317-513-3970 317-573-3979 , r 1.3 Bidder is a/an [mark one] 1 Individual Partnership Indiana Corporation Foreign (Out of State) Corporation; State: 't of Joint Venture Other 1.4 [The following must he answered if the Bidder or any of its partners or joint venture k 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 _ `t required by the Indiana General Corporation Act as stated therein and expressed in the A, t Attorney General's Opinion #2, dated January 23, 1958.1 .1 Corporation Name: :s. t .2 Address: -3 Date registered with State or Indiana: � ' I .4 Indiana Registered Agent: i -t' Name: . 1 Address: �'`'Pp,VING�i��/ 1t I ,.!Y�, 411 .SEAL : /�,7'�ttmr `�� lttt� �� 4, :`l . f' L ;= Y p BJD-2 1Y11SF , Yi ii `\``,,,,,,„„„f„„, l ,�// 41; PART 2 = I SEAL BID PROPOSAL :'• Pil 2.1 Base Bid ' ��INnr IMO' \\\ \ The undersigned Bidder proposes to punish all necessary labor, machinery, tools, apparatus, materials, equipment, service and other necessary supplies, and to perform and IIIfulfill 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 Five Milliat, Etw Karim] Forty-Wm Th rd, We garret Nirety=Itao and Thirty ors Dollars ($ 5,599,192.30 ). 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 perfomied or furnished under the Contract. Alternate Bid A 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 suck Contract Items, total Nine Hundr d Fifty--Five Ttnuu�xl, Throe Hundred Se,atty-Five ard Thirtyven netts Dollars ($ 955,35.37 ). The II 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 II 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. Alternate Bid B The undersigned Bidder proposes to furnish all necessary labor, machinery, tools, apparatus, materials, equipment, service and other necessary supplies, and to perform and III 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 lal hi13€D-3 the Contract Items as stated in Part 3 hereof, which Unit Prices, when multiplied by estimated unit quantities for such Contract Items, total ho Elundral Forty-Three Thousand, t 1-Itnr_tred "Etc. and Ninety-Six outs Dollars ($ 243,702.96 ). 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 he 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 he performed or furnished under the Contract. tNG. '•i. cer • //"%,/,1"n l l l l l t\\\\ BID- PART 3 42:•• CONTRACT ITEMS AND UNIT PRICES _ E{�� CARMEL PROJECT 410-10 w sy' �••• _ DESCRIPTION:Illinois Street Extension-BASE BID •x,1/20/2013 • ITEM NO. DESCRIPTION I UNIT QUANTITY I UNIT PRICE I /"��4jO+h�E1�1��5\``` ROADWAY DESIGN QUANTITIES 1 CONSTRUCTION ENGINEERING LS 1 $75,000.00 $75,000.00 2 MOBILIZATION AND DEMOBILIZATION LS 1 $273,570.00 $273,570.00 3 CLEARING RIGHT OF WAY 1.5 1 575,000.00 $75,000.00 4 PAVEMENT REMOVAL SYS 623 510.00 56,230.00 5 PAVED SIDE DITCH,REMOVE LFT 64 $8.00 $512.00 6 CURB,CONCRETE,REMOVE LFT 106 $5.00 $530.00 7 CURB AND GUTTER,REMOVE LFT 7078 $4.50 531,851.00 8 INLET,REMOVE EACH 19 5915.00 $7,885.00 9 GUARDRAIL END TREATMENT,REMOVE EACH 2 5250,00 5500.00 10 MAILBOX ASSEMBLY,REMOVE EACH 2 5300.00 $600.00 11 LIGHT STANDARD AND FOUNDATION,REMOVE EACH 9 $300.00 $2,700.00 12 PIPE,REMOVE LFT 848 516.50 $13,992.00 13 EXCAVATION,COMMON CYS 43326 57.15 5309,780.90 14 BORROW CYS 4842 $1.00 $4,842.00 TEMPORARY EROSION&SEDIMENT CONTROL,CURB INLET 15 PROTECTION EACH 63 585.00 $5,355.00 16 TEMPORARY CHECK DAM, REVETMENTRIPRAP TON 56 $2650 $1,484.00 17 _TEMPORARY DITCH INLET PROTECTION EACH 4 585.00 $340.00 18 TEMPORARY MULCHING TON 1 $700.00 $700.00 19 TEMPORARYSEDIMENT TRAP TON 115 $26.50 $3,047.50 20 TEMPORARY SILT FENCE LFT 5250 $1.25 $6,562.50 21 NO 2 STONE TON 200 517.25 $3,450.00 22 SUBGRADE TREATMENT,TYPE I SYS 28644 $6.25 $179,025.00 23 SUBGRADE TREATMENT,TYPE IIIA SYS 1876 56.10 511,443.60 24 STORMWATER QUALITY STRUCTURE,1.00F5 EACH 2 $19,100.00 $38,200.00 25 STORMWATER QUALITY STRUCTURE,1.6 CFS EACH 1 $25,150.00 $25,150.00 26 STORMWATER QUALITY STRUCTURE,3.0 CF5 EACH 1 $39,250.00 $39,250.00 27 STRUCTURAL BACKFILL,TYPE 1 CYS 5111 521.15 $108,097.65 28 STRUCTURAL BACKFILL,TYPE 2 CYS 2474 $27.15 $67,169.10 29 CHEMICAL MODIFICATION,SOILS SYS 2210 55.45 512,044.50 30 COMPACTED AGGREGATE,NO.53,BASE TON 2205 $20.00 $44,120.00 31 COARSE AGGREGATE, NO 8 TON 20 $40.00 $800.00 BID-5 CARMEL PROJECT P10-10 DESCRIPTION:IIIirmi55Iree1 Extension-BASE BID 11120/2013 ITEM NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL 32 COMPACTED AGGREGATE,NO.53 TON 194 $30.00 $5,820.00 33 MILLING,ASPHALT,11/2IN SYS 578 512.50 $7,225.00 34 PRO"LOCRAPI I,IIMA. LJ 2 $0.00 35 HMA,INTERMEDIATE,TYPE C,0G,19,0 mm TON 3339 549.00 5163,611.00 36 HMA SURFACE,TYPE A TON 304 $86.00 $20,144.00 37 HMA SURFACE,TYPE C TON 1812 $78.00 $141,336.00 38 HMA INTERMEDIATE,TYPE n TON 940 $59.00 555,460.00 39 HMA INTERMEDIATE,TYPE C TON 3002 553.00 $159,106.00 40 HMA BASE,TYPE C TON 8296 $52.00 $431,392.00 41 HMA FOR APPROACHES,TYPE B TON 832 $75.00 562,400.00 42 ASPHALT FOR TACK COAT TON 23 $1.00 $23,00 43 D- TP CONCRETE PAVEMENT,TRUCK ARPON,7" SYS 766 $47.52 $36,400.32 44 GUARDRAIL,REMOVE LET 146 $5.00 $730.00 45 GUARDRAIL END TREATMENT,OS EACH 2 53,000.00 $6,000.00 46 GUARDRAIL,W-BEAM,6 FT 3 IN SPACING LFT 157 530.00 54,710.00 47 CURB,CONCRETE,STRAIGHT LFT 595 514.00 58,330.00 48 CURB RAMP,CONCRETE,C SYS 133 $117.00 515,561.00 49 CURB RAMP,CONCRETE,L SYS 125 $106.00 513,250.00 50 HANDRAIL,PEDESTRIAN LET 328 $145.00 $47,560.00 51 CURB AND GUTTER,TYPE II LFT 7038 $12.00 $84,456.00 52 CURB AND GUTTER,TYPE RI LFT 5713 512.00 568,556.00 53 CURB,MODIFIED,ROLL LFT 674 $16.00 510,784.00 54 PCCP FOR APPROACHES,9 IN SYS 261. 545.00 $11,74500 55 MAILBOX ASSEMBLY,SINGLE EACH 1 5200.00 $200.00 56 GEOTEXIILES SYS 1479 $1.12 $1,656.48 57 RIPRAP,REVETMENT TON 1219 $21.00 $25,599.00 SI6PT W1LL 58 SCREENING WALL LS 1 $142,150.00 $142,150.00 59 MOBILIZATION AND DEMOBILIZATION FOR SEEDING EACH 5 $200.00 $1,000.09 60 EROSION CONTROL BLANKET SYS 2901 $1.17 $3,403.53 61 SEED MIXTURE,T LDS 1904 $135 $2,570.40 62 MULCHING MATERIAL TON 24 $400.00 $9,500.00 63 WATER kGAL 265 $1.00 $265.00 64 TOPSOIL CYS 5563 $1.00 $5,563.00 BID-6 CARMEL PROJECT 410-10 DESCRIPTION:Illinois Street Extension-BASE BID 11/20/2013 ITEM NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL 65 SODDING, NURSERY SYS 65217 $3.10 5205,27270 66 IRRIGATION CONDUIT, PVC,4IN. LFT 401 511.40 $4,571.40 9 67 FIELD OFFICE,C MOS 16 $1,500.00 524,00000 STRUCTURE,REINFORCED CONCRETE BOX SECTIONS,9 FTX 68 3 FT LFT 149 $497.35 $74,105.15 69 PIPE,REINFORCED CONCRETE,CIRCULAR 12 IN LFT 2341 $33.25 577,838.25 70 PIPE, REINFORCED CONCRETE,CIRCULAR 15 IN LFT 691 $35.00 $24,876.00 71 PIPE,REINFORCED CONCRETE,CIRCULAR 18 IN LFT 1674 $39.00 $65,286.00 72 PIPE,REINFORCED CONCRETE,CIRCULAR 24 IN 1.7 593 $51.00 $30,243.00 73 PIPE,REINFORCED CONCRETE,CIRCULAR 30 IN LFT 86 576.00 $6,536.00 74 PIPE,REINFORCED CONCRETE,CIRCULAR 16 IN LFT 208 $87.00 $18,096.00 75 PIPE,REINFORCED CONCRETE,CIRCULAR 54 IN LFT 170 $138.00 $23,460.00 76 PIPE,REINFORCED CONCREJ E.CIRCULAR 60 IN LFT 40 $191.00 $7,640.00 77 VIDEO INSPECTION FOR PIPE LFT 5545 $1.20 $6,654.00 78 PIPE,TYPE 4 CIRCULAR 6 IN LFT 7038 $5.20 $36,597.60 79 AGGREGATE FOR LINOERDRAINS CYS 633 $32.00 $20,256.00 80 VIDEO INSPECTION FOR UNDERDRAINS LFT 6000 $0.95 $5,700.00 81 GEOTEXTILES FOR UNOERDRAIN SYS 6334 51.00 $6,334.00 82 INLET,CAP EACH 2 5460.00 $920.00 83 INLET, E7 EACH 1 $1,275.00 $1,275.00 84 INLET,F7 EACH 1 $1,300.00 51,300.00 85 INLET,110 EACH 20 $1,600.00 $32,000.00 86 INLET,M10 EACH 8 $1,600,00 $12,800.00 87 CATCH BASIN,E7 EACH 1 $1,500.00 $1,500.00 88 CATCH BASIN,K10 EACH 15 $1,700.00 $25,500.00 89 PIPE CATCH BASIN,18 IN EACH 1 $1,300.00 $1,300.00 90 MANHOLE,04 EACH 27 $1,800.00 $48,600.00 91 MANHOLE,L4 EACH 1 55,900.00 $5,900.00 92 MANHOLE,14 EACH 8 $2,900.00 $23,200.00 93 CATCH BASIN,M10 EACH 15 $1,900.00 $28,500.00 STRUCTURE,REINFORCED CONCRETE THREE-SIDED 94 SECTIONS,240 IN X 72 IN LET 244 $2,029.50 $495,198.00 95 SANITARY STRUCTURES,ADJUST TO GRADE EACH 2 $920.00 $1,840.00 96 PUMP-AROUND EACH 3 $12,000.00 536,000,00 97 ROAD CLOSURE SIGN ASSEMBLY EACH 15 5270.00 $4,320.00 BID-7 CARMEL PROJECT 1110-10 DESCRIPTION: Illinois Street Extension-BASE BID 11/20/2013 ITEM NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL 98 DETOUR ROUTE MARKER ASSEMBLY EACH 39 $100.00 $3,900.00 99 CONSTRUCTION SIGN,A EACH 14 $200.00 $2,800.00 109 MAINTAINING TRAFFIC LS 1 $23,866.61 $23,866.61 101 BARRICADE, III-B LFT 432 $10.00 $4,320.00 102 DECORATIVE STREET SIGN ASSEMBLY EACH 7 $1,425.00 $9,975.00 103 SIGN POST,SQUARE,TYPE 1,REINFORCED ANCHOR BASE LFT 577 $11.00 $6,347.00 104 SIGN,SHEET,WITH LEGEND 0.080 IN THICKNESS SET 164 $14.00 $2,296.00 105 SIGN,SHEET,WITH LEGEND 0.100 IN THICKNESS SET 207 $15.00 $3,105.00 106 DECORATIVE STREET LIGHTING,WIRING AND INSTALLATION EACH 21 $8,875.00 $186,375.00 107 CABLE INTERDUCT LFT 4953 59.50 $47,053.50 108 LIGHTING POWER DISTRIBUTION PANEL EACH 2 55,200.00 $10,400.00 109 HANDHOLE,LIGHTING EACH 18 5600.00 $10,800.00 110 CONDUIT,STEEL,GALVANIZED,2 IN LFT 653 $10.50 $6,856.50 23€1 111 WIRE,N0 6 COPPER IN PLASTIC DUCT,IN CONDUIT 41/C LET 653 $7.25 54,734.25 CS] 112 WIRE,NO 6 COPPER IN PLASTIC DUCT,IN TRENCH,41/C LEI 2361 $7.25 $17,117.25 113 HANDHOLE EACH 18 $850.00 $15,300.00 114 TRANSVERSE MARKING,THERMOPLASTIC,"SHARKS TEETH" LET 203 $5.00 51,015.00 LINE,THERMOPLASTIC,BROKEN,WHITE,12 IN,3 FT STRIPE- 115 3FT GAP LFT 291 $2.00 $5R2.00 LINE,THERMOPLASTIC,BROKEN,WHITE,6IN,3 FTSTRIPE- 116 3FT GAP LFT 130 $1.00 $130.90 PAVEMENT MESSAGE MARKING,THERMOPLASTIC,FISHOOK 117 LANE INDICATION ARROW EACH 1R $80.00 $1,440.00 TRANSVERSE MARKING THERMOPLASTIC CROSSWALK, 118 WHITE 24" in 820 $6.00 $4,920.00 119 LINE,THERMOPLASTIC, BROKEN,WHITE,4 IN LET 1762 $0.60 $1,057.20 120 LINE,1HERMOPLASTIC,SOLID,WHITE,4 IN. LET 2848 $0.50 $1,424.00 121 LINE,THERMOPLASTIC,SOLID,YELLOW,4 IN LET 2400 $0.60 $1,440.00 PAVEMENT MESSAGE MARKING,THERMOPLASTIC,LANE 122 INDICATION ARROW EACH 18 $50.00 $900.00 123 SNOWPLOWABLE RAISED PAVEMENT MARKER EACH 3 5200.00 I $600.00 LANDSCAPING DESIGN QUANTITIES 124 GENERAL CONDITIONS LS 1 5000 55,000.00 125 IMPORTED FILL CY 1811 56.65 $12,043.15 125 GRADING CY 9759 56.50 $63,433.50 127 ASPHALT SURFACE COURSE TON 259 $87.63 $22,696.17 128 ASPHALT INTERMEDIATE COURSE TON 345 $69.60 $24,012.00 129 453 CRUSHED LIMESTONE TON 704 $20.00 $14,080.00 BID-8 CARMEL PROJECT#10-10 DESCRIPTION:Illinois Street Extension-EASE RID 11/20/2013 ITEM NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL 130 36"RCP STORMWATER PIPE LF 305 $80.00 $24,400.00 131 CONCRETE END SECTION EA 8 51,410.00 $11,250.00 132 6 FOOT PRECAST WALLSYSTEM LF 2010 $143.00 $287,430.00 E 2910 f 133 8 FOOT PRECAST WALL SYSTEM LF 250 $197.43 $49,357.50 134 SEGMENTAL BLOCK WALL FF 567 $35.00 $19,845.00 135 IRRIGATION SYSTEM LS 1 597,500.00 $97,;00.00 136 OVERSIZED COBBLE STONE CY 63 $100.00 $6,300.00 137 LARGE MERAMEC SWINE CY 127 $90.00 $11,430.00 138 STONE BARK CY 97 $130.00 $12,510.00 139 RIP RAP CY 29 $61.00 $1,769.00 0 140 MESIC PRAIRIE MIX AC 0.24 $3,820.00 $916.80 141. LOW STATURE PRAIRIE MIX AC 2.55 $3,155.00 $8,045.25 142 YARROW SEED AC 1 $1,960.00 51,960.00 143 CREEPING RED FESCUE SE 13495 $0.10 $1349.50 144 TURF SEED SF 53367 $0.10 $6,336.70 29 - 145 GINKGO(MALE) EA 26 $400.00 $10,400.00 146 SWAMP WHITE OAK EA 12 $360.00 $4,320.00 147 RED OAK EA 37 $330.00 $12,210.00 148 DOWNY SERVICEBERRY EA 51 $160.00 $8,160.00 63 149 KOUSA DOGWOOD EA 71 $190.00 $13,490.00 65 150 EASTERN REDBUD EA 58 $165.00 $9,570.00 151 KWANZAN CHERRY EA 97 $165.00 $15,005.00 23 152 WHITE PINE EA 22 5183.00 $4,070.00 153 BLACK CHOKEBERRY EA 41 $45.00 $1,845.00 797 154 KARL FOERSTER REED GRASS EA 834 $23.00 $19,182.00 94 155 ARTIC FIRE DOGWOOD EA 96 $37.00 $3,552.00 156 GREY OWLJUNIPER EA 308 $37.00 $11,396.00 1 380 157 HAMELN DWARF FOUNTAIN GRASS EA 167 $15.00 $2,505.00 158 NINEBARK EA 47 $40.00 $1,880.00 159 DAPPLED WILLOW EA 34 $40.00 _ $1,360.00 3117 160 DWARF DELPHINIUM EA 2570 $4.20 $10,794.00 404 161 KIM'S KNEE HIG CONEFLOWER EA 956 $14.00 $13,384.00 152 JOLYENE NICHOLE DAYLILY EA 604 $13.60 $8,214.40 810-9 CARMEL PROJECT R10-10 DESCRIPTION:Illinois Street Extension-BASE BID 11/20/2013 ITEM NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL 4770 163 EVERGREEN CANDYTUFT EA 4935 54.20 $20,727.00 164 BLACK EYED SUSAN EA 706 $14.00 $9,884.90 165 TEMPORARY SILT FENCE LF 5750 $1.25 $7,187.50 166 EROSION CONTROL BLANKET 5F 26030 $0.20 $5,206.00 167 INLET PROTECTION EA P. $150.00 51,200.00 158 PEDESTRIAN STOP SIGN EA 2 $200.00 $400.00 169 18 IN THERMOPLASTIC STOP BAR LF 10 $6.00 $60.00 170 WEED BARRIER FABRIC SF 23258 $0.18 $4,186.44 171 DOUBLE SHREDDED HARDWOOD MULCH CY 334 $60.00 $20,040.00 172 STEEL EDGING LF 3070 $5.25 $16,117.50 173 AUSTRIAN PINES EACH 8 $230.03 $1,840.00 BASE BID TOTAL: $5,549,192.30 iitl111f1i0 \\\\NG IN ii,„ Q.: titi BID-10 \\\O0pN rNG 7141/) CARMEL PROJECT R10-10 \\ 0�.••••'••. DESCRIPTION;Illinois Street Extension-AIEem ate Bid A 11/10/2011 0' %':• ••••V•s i .7 l`•• ITEM NO. DESCRIPTION UNIT QUANTITIES UNIT PRICE TOTAL 1 SEAL • _ V 1 CONSTRUCTION ENGINEERING L5 1 510,000.00 $10,000.005 •..� �' 2 MOBILIZATION AND DEMOBILIZATION 15 1 $44,400.00 544,400.00 Y� ••'•1•� •••••• \\\\ 3 CLEARING NIGHT OT WAY Ls 1 $7,000.00 57,000.00 ,,/��I111111i1U�\\\ 4 CURB,CONCRETE,REMOVE LET 113 55.00 $565.00 S CURB AND GUTTER,REMOVE I FE 3,647 54.50 516,411.50 6 INLET,REMOVE EACH 1 5415.00 541500 7 LIGHT STANDARD AND FOUNDATION,REMOVE EACH 5 5300.00 $1,500.00 7A UGHTSTANDARD,REMOVE EACH 8 $300.00 $2,400.00 8 PIPE,ABANDON AND GROUT FILL LFT 100 511.00 $1,100.00 9 EXCAVATION,COMMON CYS 4,386 523.00 5100,87800 TEMPORARY EROSION S SEDIMENT CONTROL,CURE INLET 10 PROTECTION EACH 10 $85.00 $850.00 11 TEMPORARY SILT FENCE LET 862 $1.25 $1,077.50 12 NO 2 STONE ION 25 517.25 $431.25 13 SURGRADE'I'R EATMENT,TYPE I 5YS 8,220 $6 24 $51,292.80 14 SUBGRADE TREATMENT,TYPE IIIA 535 85 $12.00 $1,020.00 15 STRUCTURAL BACKFILL,'I YPE 1 CYS 200 $23.15 $4,630.00 16 CHEMICAI.MODIFICATION,50115 SYS 1,64=1 55.45 $8,959.80 17 COMPACTED AGGREGATE,NO.53,BASE TON 284 $20.00 $5,680.00 18 COARSE AGGREGATE,NOB TON 10 $40.00 $400.00 19 MILLING,ASPHALT,11/2 IN 5Y5 10,542 $0.90 $9,487.80 20 PROEILOGRAPH,HMA LS 1 $1.00 $1.00 21 HMA,INTERMEDIATE,TYPE C,OG,19.0 mm TON 1,076 552.00 555,952.00 22 IIMA SURFACE,TYPE A TON 54 5106.00 55,724.00 23 HMA SURFACE,TYPE C TON 1,458 $65.00 $94,77000 24 HMA INT ERMEDIATE.TYPE A TON 165 $58.00 $11,220.00 25 HMA INTERMEDIATE,TYPE C TON 915 552.00 547,632.00 26 HMA BASE,TYPE C TON 2,468 549.110 $120,932.00 27 ASPHALT FOR TACK COAT 10N 9 8 $100 $9.80 28 CURB RAMP,CONCRETE,C SC 18 5113.00 52,034.00 29 CURB RAMP,CONCRETE,K 5Y5 12 5130.00 51,950 00 30 CURE AND GUTT ER,TYPE II LET 2.339 512,00 528,058.00 31 CURB AND 6UTIER,TYPE III I FT 1,155 512.00 513,860.00 32 PCCP FOR APPROACHES,91N 535 70 $52 00 $3,640.00 33 MOBILIZATION AND DEMOBILIZATION FOR SEEDING EACH 1 $200.110 5200.00 34 SEED MIXTURE,T IR5 256 51.35 5399.60 35 MULCHING MATERIAL TON 4,0 $40000 $1,600.00 BID-11 CARMEL PROJECT 410.10 DESCRIPTION;Illinois SO eel Extension•Alternate Rid A 11/20/2013 ITEM NO. DESCRIPTION UNIT QUANTITIES UNITPRICE TOTAL 36 WATER KGAL 38.2 51.00 538.20 37 TOPSOIL CYS 795 5100 $795.1141 38 SODDING,NURSERY SYS 9,535 $3.11 529,653.85 39 PIPE,REINFORCED CONCRETE,CIRCULAR 12 IN I.FT 367 533.25 512,202.75 40 PIPE,REINFORCED CONCRETE.CIRCULAR 18 IN LEE 40 $45.00 $1.800.00 41 PIPE,REINFORCED CONCRETE,CIRCULAR 21 IN LIT 8 $76.00 $60800 42 PIPE,REINFORCED CONCRETE,CIRCULAR 24 IN LET 24 $60.00 $1,440.00 43 VIDEO INSPECTION FOR PIPE LFT 439 $2.00 $878.00 44 PIPE,TYPE 4 CIRCULAR 6 IN LFT 2,339 $5.20 $12,162.80 45 AGGREGATE FOR UNDER DRAINS CYS 211 $32.00 56,752.00 45 GEOTEYTILF.S FOR UNDERDRAIN SYS 2,105 $0.95 $1,099.75 42 CASTING,ADIOS no GRADE EACH 2 $065.00 51,330.00 48 INLET,CAP EACH 2 5460,00 $920.00 49 INLET,110 EACH 5 51,500.00 $8,000.00 50 INLET,MID EACH 4 $1,600.00 51,600.00 51 MANHOLE,C4 GACII 1 $1,800.00 $1,800.00 52 MANHOLE,110 EACH 4 53,300-00 513,200.00 53 ROAD CLOSURE SIGN ASSEMBLY EACH 7 5270,00 $1,890.00 54 DETOUR ROUTE MARKER ASSEMBLY EACH 13 565.00 51,04090 55 CONSTRUCTION SIGN,A EACH 6 $100.00 5300.00 56 MAINTAINING TRAFFIC LS 1 $6,064.97 $6.064.97 57 BARRICADE,Ill-B I FT 228 $10.00 52,280.00 58 SIGN POST,SQUARE,TYPE 1,REINFORCED ANCHOR BASE LFT 81 $11.00 $891.00 59 SIGN,SHEET,WITH LEGEND 0.080 IN THICKNESS SET 34 514.00 5476.00 50 SIGN,SHEET,WITH LEGEND 0.100 IN THICKNESS SR 17 $15-00 5255.00 61 DECORATIVE STREET LIGHTING,WIRING AND INSTALIATICN EACH 13 58,300.00 5107,900.00 62 CABLE INTERDUCT LET 813 59.50 57723.50 63 HANDI-DR,LIGHTING EACH 4 5600.00 52.400 00 64 CONDUIT,STEEL,GALVANIZED,2 IN LFT 94 $10.50 $987.00 65 WIRE,NO 6 COPPER IN PLASTIC DUCT,IN TRENCH.4 1/C LFT 759 $7.25 $5,502.75 66 HANDH01.5 EACH 7 5850.00 $5,950.00 67 WIRE,NO 6 COPPER IN PLASTIC DUCT,IN CONDUIT 4 1/C LET 91 $7.25 $631.50 TRANSVERSE MARKING THERMOPLASTIC CROSSWALK, 68 WHITE 2•" LFT SO $10.00 $900.00 69 LINE,THERMOPLASTIC,BROKEN,WHITE,4 IN LFT 275 51.00 $275.00 70 LINE,THERMOPLASTIC„SOLID,WHITE,4 IN. LFT 245 $1.00 5245.00 71 LINE,THERMOPLASTIC,SOLID,YELLOW,4 IN in 1,274 51.00 51,274.00 SID-12 CARMEL PROJECT 61040 DESCRIPTION:Illinois Street Extension-Alter0ate Rid A 11/20/2013 ITEM NO. DESCRIPTION UNIT QUANTITIES UNIT PRICE TOTAL • 72 TRANSVERSE MARKING,THERMOPLASTIC,STOP LINE,24 IN LET 103 $10.00 51,030.00 PAVEMENT MESSAGE MARKING,1 I111RMOPUISTIC,LANE 73 INDICATION ARROW EACH 4 $50.00 5200.00 .74 PAVEMENT MESSAGE MARKING,THERMOPLASTIC,IONLYl EACH 2 $100.00 $]00.00 75 SNOWPLOWABLE RAISED PAVEMENT MARKER EACH 4 5200.00 5800.00 76 SIGNAL SUPPORT FOUNDATION,36 IN X 144 IN EACH 1 $2,100.00 $4,20000 77 SIGNAL STRAIN POLE,STEEL,30 FT EACH 2 $4,500.00 $9,000.00 78 HANONOLE,SIGNAL EACH 5 $875700 54,375.00 79 CONDUIT,STEEL,GALVANIZED,2 IN,UNDERGROUND LET 354 510.50 $3,717.00 80 SIGNAL CABLE,IE/14GA LET 3,129 50.15 5469.35 CONTROLLER AND CARINET,MASTER,MENU DRIVEN,8 81 PHASE EACH 1 $8,665.00 $8,665.00 82 TRAFFIC SIGNAL HEAD,3 FACE,22 IN RED,AMBER,GREEN EACH 5 $620.00 $3.100.00 TRAFFIC SIGNAL HEAD,3 FACE,12 IN RED,AMRER,GREEN, 83 AMBER ARROW,GREEN ARROW EACH 1 $925.00 $925.00 84 SPAN,CANTENARY,,TETHER EACH 1 51,700.00 51,700.00 Sc DISCONNECT HANGER EACH I $275.00 5775,00 86 SIGNAL CABLE,SC/14 GA [FT 341 51.50 5511.50 87 SIGNAL[ABLE,7C/I4 GA LET 131 51.65 $215.15 88 SIGNAL CABLE,3C/8 GA LET 12 $2.50 $30.09 89 SIGNAL CABLE,2C/16 GA,SHIELDED !FT 855 50.75 $641.25 4o SIGNAL DETECTOR HOUSING EACH 7 $850.00 $5,950,00 91 SAW CUT FOR ROADWAY LOOP AND SEALANT LET ],]13 $6.00 56,578.00 92 CONTROLLER CABINET FOUNDATION,PI EACH 2 $1,1325.00 $1,025.00 93 SIGNAL SERVICE EACH 1 5800.00 5800.00 LOOP DETE CTOR DELAY AMPLIFIER,2 CHANNEL EACH 7 5250.00 $1,750.00 94 95 MISCELLANEOUS EQUIPMENT FOR TRAFFIC SIGNALS 1 $500.00 $500.00 ALTERNATE RID A 1OTAL: $955,375.37 �N1O`.}I`NGl r�////, .: Ser\te . ..... '`\�•\ ",/r!IiIli151ti‘11� 910-13 CARMEL PROJECT P10-10 DESCRIPTION:Illinois Street Extension-Alternate Bid B 11/6/2013 ITEM NO. DESCRIPTION UNIT QUANTITIES UNIT PRICE ''TOTAL 1 CONSTRUCTION ENGINEERING IS 1 . 44Cp.00 �f/G1D,0O 2 MOBILIZATION AND DEMOBILIZATION L5 1 17-1LD43,W /Ea— /.gCO 3 CLEARING RIGHT OF WAY LS 1 66,Coo,CQ 6 600,00 4 EXCAVATION,COMMON CYS 1,711 13.04 a.9,.7vg00 5 TEMPORARY SILT FENCE LFT 433 1.25 4.541/Ls" 6 SUBGRADE TREATMENT,TYPE HA SYS 1,010 to.10 4,/bk 00 7 STRUCTURAL BACKFILL,TYPE 2 CYS 522 Zl'FS /g /77, Y 8 STRUCTURAL RACKF ILL TYPE 3 I CYS 135 2.1.IS 74SS.K 9 HMA SURFACE,TYPE B TON 63 110.00 /,q3", do 10 HMA INTERMEDIATE,TYPE B TON 107 49.60 .4,515 co 11 ASPHALT FOR TACK COAT TON 0.2 4{5Q,co StIO 12 GUARDRAIL END TREATMENT,I EACH 4 11L00,CO . 4DOO,CO 13 GUARDRAIL,W-BEAM,6FT3INSPACING LFT 100 30.CO 3,000,00 14 HANDRAIL,PEDESTRIAN LFT 90 145100 J3/0-6'44° - 15 PCCP FOR APPROACHES,9 IN SYS 67 51.3•s` .3, q,,.�� WdiVj 16 MOBILIZATION AND DEMOBILIZATION FOR SEEDING _ EACH 1 Zoos (!^�C.40 17 EROSION CONTROL BLANKET 5Y5 11,864 - r I 1 1 J ,'t .1 18 GEOTEXTILES SYS 175 3.'??S 5'3,45 19 RIPRAP,REVETMENT TON 194 C.DL) a Moo 20 _SEED MIXTURE,T LBS. 74 1.35 _ W,90 21 MULCHING MATERIAL TON It q(0.oc. 00,00 22 WATER kGAL 11 1.00 /f/00 23 TOPSOIL CYS 224 hoc 962 91040 24 SODDING,NURSERY SYS 2,584 13121 $f 776.kg 25 PUMP-AROUND EACH 1 AL 00U. 4000.,to STRUCTURE,REINFORCED CONCRETE THREE-SIDED //��/`' ,/� 26 .SECTIONS 288 IN%96 IN 151 42 x1 I��I _ �C/3 4,00 ALTERNATE BID B TOTAL'. 4,1094/3)702.96 \\\N‘AO`'S>,1`71/IA:*' TOTAL PROJECT:�,D e`C 270 bd �1 1, b12fcan '��C �., SUBMITTED 6Y'. &BPA NG,INC/ .4 C1V o f �y SIGNATUR- ` W t SY YI� ) — TITLE VI MIDI T/VICE PRESIDENT VVV ` ADDRESS' nwzmwoutto N nEE »ro nJJnn si sre im 4 .'0..... `\\\\ N06LESVILLE,IN 46060/CARMEL,IN 46032 49/..►nrrrun �`� BID-14 0 MI ii PART 4 CONTRACT DOCUMENTS AND ADDENDA Mil4.1 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 Iherein by reference. 4.2 The Bidder acknowledges receipt of the following addenda: Ii ADDENDUM NUMBER DATE idi 1 10-22-13 2 10-3}-13 ni3 11-15-13 • II \Js`0,11011101014#AVIN /* — _ SEAL ti1 11 LI Li F' BID-15 PART 5 EXCEPTIONS Ins tractions 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. d 5.2 Bidder is cautioned that any exception taken by Bidder and deemed by OWNEI? to be a material qualification or variance Jroni the terms of the Contract Documents may result in this Bid being rejected as non-responsive. `., i 5.3 Exceptions: 1 WA 1• J I , lll ll ll h Qx,��G, IN %.,�, m :• BID-16 . g BID PROPOSAL SUMMARY PAGE Complete the following information and place as the cover page to your bid packet. Insert all documents into an envelope with project name and your company name clearly marked on the outside. Seal the envelope. Company: Project Name: tf• Ex} teyloVt Date Submitted: I I. 20 . 13 Base Bid Amount: t �jU,Ct74- Alternate Bid A Amount: p Alternate Bid B Amount: ld 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/idly and accurately.lilted in and completed and notarized Project: Illinois Street Extension - City of Carmel Project #10-10 Proposal For Construction of: Construction of 1l/inois Street beginning at Spring Mill Rd. and continuing to a point 800 feet north of 106th St., including roundabouts at Spring Mill Rd. and 106th Street. Landscaping of Illinois Street beginning at Spring Mill Rd and continuing to a point 800 feet south of 116th St. Date: 1I " 20 . 13 To: City of Carmel, Indiana, Board of Public Works and Safety RID-I PART t BIDDER INFORMATION (Print) 1.1 Bidder Name: I reioN4f , 1 vv., I.2 Bidder Address: Street Address: 100 I Ho City: 66W WC I State: 1PNI Zip: *on. Phone: 1,179-7q 1100 Fax: "17573733� 1.3 Bidder is alan /mark one] Individual Partnership , ♦ Indiana Corporation Foreign (Out of State) Corporation; State: Joint Venture Other .4 [The following rnust he answered if the Bidder or any of its partnere 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 Am as stated therein and expressed in the Attorney General's Opinion #2, dated January 23. 1958.] .i Corporation Name: .2 Address: .3 Date registered with State of Indiana: .4 Indiana Registered Agent: Name: Address: BID-2 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 tirnc(s) provided by the terms and conditions of the Contract Documents fur 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 Dollars (S 71'20, r9-74 ). The Bidder acknowledges that evaluation of the lowest Bid shall he 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. Alternate Bid A 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 Dollars (S 7 ). 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 shalt 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. Alternate Bid B 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 1310-3 the Contract Items as stated in Part. 3 hereof, which Unit Pi-ices, when multiplied by estimated unit quantities For such Contract Items, total Dollars (S , ). 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 he construed as exact or binding. The Bidder further understands that all Work which may result on the Contract shall he 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. tJ]D-4 ['ART 3 CONTRACT ITEMS AND UNIT PRICES CARMEL PROJECT 810-1O DESCRIPTION:Illinois Street Extension-BASE BID 11/20/2013 ITEM NO.1 DESCRIPTION I UNIT I QUANTITY I UNIT PRICE I TOTAL ROADWAY DESIGN QUANTITIES 1 CONSTRUCTION ENGINEERING L5 1 2 MOBILIZATION AND DEMOBILIZATION L5 1 3 CLEARING RIGHT OF WAY L5 1 4 PAVEMENT REMOVAL SYS 623 5 PAVED SIDE DITCH,REMOVE LET G4 6 CURB,CONCRETE,REMOVE LPT 106 7 CURB AND GUTTER,REMOVE LFT 7078 B INLET,REMOVE EACH 19 9 GUARDRAIL END TREATMENT,REMOVE EACH 2 IC MAILBOX ASSEMBLY,REMOVE EACH 2 11 LIGHT STANDARD AND FOUNDATION,REMOVE EACH 9 12 PIPE,REMOVE LFT 848 13 EXCAVATION,COMMON CYS 43326 14 BORROW CYS 4542 TEMPORARY EROSION Si SEDIMENT CONTROL,CURB INLET 15 PROTECTION EACH 63 16 TEMPORARY CHECK DAM,REVETMENT RIPRAP TON 56 17 TEMPORARY DITCH INLET PROTECTION EACH 4 18 TEMPORARY MULCHING TON 1 19 TEMPORARY SEDIMENT TRAP TON 1.15 20 TEMPORARY SILT FENCE LFT 5250 21 NO 2 STONE TON 200 22 SURGRADE TREATMENT,TYPE I SYS 28644 23 SUBGRADE TREATMENT,TYPE IIIA SYS 1876 24 STORMWATER QUALITY STRUCTURE,1.0 CPS EACH 25 STORMWATER QUALITY STRUCTURE,1.6 CFS EACH 1 26 STORMWATER QUALITY STRUCTURE,3.0 CES EACH 1 27 STRUCTURAL BACKFILL,TYPE 1 CYS 5111 28 STRUCTURAL BACKFILL,TYPE 2 _ CYS 2474 29 CHEMICAL MODIFICATION,SOILS SYS 2210 30 COMPACTED AGGREGATE,NO.53,BASE TON 2206 31 COARSE AGGREGATE,NO B TON 20 BID S CARMEL PROJECT 410-10 DESCRIPTION:Illinois Street Extension-BASE BID 13/29/2013 ITEM NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL 32 COMPACTED AGGREGATE.NO.53 TON L 194 33 MILLING,ASPHALT,11/2 IN SYS 578 34 !'9C'ILOCCA^H,a°1• 14- 35 HMA,INTERMEDIATE,TYPE C.DG,19.0 run TON 3339 36 HMA SURFACE,TYPE A TON 394 37 HMA SURFACE,TYPE C TON 1812 38 HMA INTERMEDIATE,TYPE A TON 540 39 HMA INTERMEDIATE,TYPE C TON 3002 40 HMA BASE,TYPE C TON 8296 41 HMA FOR APPROACHES,TYPE O TON 832 42 ASPHALT FOR TACK COAT TON 23 1 43 DENS CONCRETE PAVEMENT,TRUCK ARPON,7" SYS 766 44 GUARDRAIL,REMOVE LFT 146 45 GUARDRAIL END TREATMENT,OS EACH 2 45 GUARDRAIL,W-BEAM,6 FT 31N SPACING LET 157 47 CURB,CONCRETE,STRAIGHT LFT 595 48 CURB RAMP,CONCRETE,C 5Y5 133 49 CURB RAMP,CONCRETE,L SYS 125 50 HANDRAIL,PEDESTRIAN LFT 328 51 CURB AND GUTTER,TYPE II LET 7938 52 CURB AND GUTTER,TYPE III LET 5713 53 CURB,MODIFIED,ROLL LFT 674 54 PCCP FOR APPROACHES,91N SYS 261 55 MAILBOX ASSEMBLY,SINGLE EACH 1 56 GEOTEXTILES SYS 1479 57 RIPRAP,REVETMENT TON 1219 51,007 WALL 58 SCREENING WALL 1.5 1 59 MOBILIZATION AND DEMOBILIZATION FOR SF-CDING EACH 5 60 EROSION CONTROL BLANKET SYS 2909 61 SEED MIXTURE,T LBS 1904 62 MULCHING MATERIAL TON 24 69 WATER kGAL 265 64 TOPSOIL CYS 5563 65 SODDING,NURSERY SYS 66217 819-6 CARMEL PROJECT-Ala-10 DESCRIPTION:Illinois Street Extension-BASE BIC 11/20/2013 I ITEM NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL 66 IRRIGATION CONDUIT,PVC,41N. LFT 401 B 67 FIE LO OFFICE,C MOS 16 STRUCTURE,REINFORCED CONCRETE BOX SECTIONS,9 ETX 68 3 FT LET 149 69 PIPE,REINFORCED CONCRETE,CIRCULAR 12 IN LFT 2341 70 PIPE,REINFORCED CONCRETE,CIRCULAR 15 IN LFT 691 71 PIPE,REINFORCED CONCRETE,CIRCULAR 18 IN LFT 1674 72 PIPE,REINFORCED CONCRETE,CIRCULAR 24 IN LFT 593 73 PIPE,REINFORCED CONCRETE,CIRCULAR 30 IN EFT 86 74 PIPE,REINFORCED CONCRETE,CIRCULAR 361N LIT 203 75 PIPE,REINFORCED CONCRETE,CIRCULAR 54 IN LFT 170 76 PIPE,REINFORCED CONCRETE,CIRCULAR 69IN LET 40 77 VIDEO INSPECTION FOR PIPE LFT 5545 73 PIPE,TYPE 4 CIRCULAR 6 IN LET 7033 79 AGGREGATE FOR LINDERDRAINS CRS 633 80 VIDEO INSPECTION FOR UNDERDRAINS LFT 6000 81 GEOTEXTILES FOR UNDERDRAIN SYS 5334 82 INLET,CAP EACH 2 83 INLET,E7 EACH 1 84 INLET,P7 EACH 1 85 INLET,110 EACH 20 86 INLET,M10 EACH 8 87 CATCH BASIN,E7 EACH 1 88 CATCH BASIN,KI0 EACH 15 89 PIPE CATCH BASIN,18 IN EACH 1 90 MANHOLE,C4 EACH 27 91 MANHOLE,L4 EACH 1 92 MANHOLE,14 EACH 8 _ 93 CATCH BASIN,M10 EACH 15 STRUCTURE,REINFORCED CONCRETE THREE-SIDED 94 SECTIONS,240 IN X 72 IN LFT 244 95 SANITARY STRUCTURES,ADJUST 1O GRADE EACH 2 96 PUMP-AROUND EACH 3 97 ROAD CLOSURE SIGN ASSEMBLY EACH 16 92 DETOUR ROUTE MARKER ASSEMBLY EACH 39 99 CONSTRUCTION SIGN,A EACH 14 BID-7 CARMEL PROJECT#10-10 DESCRIPTION:Illinois Street Extension-BASE BID 11/2072013 ITEM NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL 100 MAINTAINING TRAFFIC LS 1 101 BARRICADE,Ill-B LFT 432 102 DECORATIVE STREET SIGN ASSEMBLY EACH 7 103 SIGN POST,SQUARE,TYPE 1,REINFORCED ANCHOR BASE LFT 577 104 SIGN,SHEET,WITH LEGEND 0080 IN THICKNESS SET 154 105 SIGN,SHEET,WITH LEGEND 0.1001N THICKNESS SET 207 105 DECORATIVE STREET LIGHTING,WIRING AND INSTALLATION EACH 2J 107 CABLE INTERDUCT LFT 4953 108 LIGHTING POWER DISTRIBUTION PANEL EACH 2 109 HANDHOLE,LIGHTING EACH 18 110 CONDUIT,STEEL,GALVANIZED,2 IN LFT 693 2 111 WIRE,NO 6 COPPER IN PLASTIC DUCT,IN CONDUIT 41/C LFT 653 653 112 WIRE,NO 6 COPPER IN PLASTIC DUCT,IN TRENCH,41/C LFT 2361 113 HANDHOLE EACH 18 114 TRANSVERSE MARKING,THERMOPLASTIC,"SHARKS TEETH" LET 203 LINE,THERMOPLASTIC,BROKEN,WHITE,12 IN,3 ET STRIPE- 115 3FT GAP LET 291 LINE,THERMOPLASTIC,BROKEN,WHITE,6 IN,3 FT STRIPE- 115 3FT GAP LFT 130 PAVEMENT MESSAGE MARKING,THERMOPLASTIC,FISHOOK 117 LANE INDICATION ARROW EACH 18 TRANSVERSE MARKING THERMOPLASTIC CROSSWALK, 118 WHITE 24" LET 820 119 LINE,THERMOPLASTIC,BROKEN,WHITE,4IN LFT 1762 120 LINE,THERMOPLASTIC,SOLID,WHITE,4 IN. LET 2848 121 LINE,THERMOPLASTIC,SOLO,YELLOW,4 IN LET 2400 PAVEMENT MESSAGE MARKING,THERMOPLASTIC,LANE 122 INDICATION ARROW EACH 18 123 NOWPLOWABLE RAISED PAVEMENT MARKER EACH 3 LANDSCAPING DESIGN QUANTITIES 124 GENERAL CONDITIONS LS 1 125 IMPORTED FILL CY 1811 125 GRADING CY 9759 127 ASPHALT SURFACE COURSE TON 259 128 ASPHALT INTERMEDIATE COURSE TON 345 129 #53 CRUSHED LIMESTONE TON 704 130 36"RCP STORMWATER PIPE LP 305 131 CONCRETE END SECTION EA 8 132 6 FOOT PRECAST WALL SYSTEM LF 2010 BID-8 CARMEL PROJECT410-10 DESCRIPTION:Illinois Street EatensIon-BASE BID 11/20/2013 ITEM NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL 2^_10 I 133 8 FOOT PRECAST WALL SYSTEM LE 250 ',1�7 134 SEGMENTAL BLOCK WALL FF 567 00 427--1�/ fr 135 IRRIGATION SYSTEM LS 1 :7�,, y/ �s/� 136 OVERSIZED COBBLE STONE CY 63 7"),, +{��l 0 0 137 LARGE MERAMEC STONE CY 127 1240—g/ '/31(p00 138 STONE BARK CY 97 (nom I 0/ '6'71 139 RIP RAP CV 29 EL 140 MESIC PRAIRIE MIX AC 0.24 3 141 LOW STATURE PRAIRIE MIX AC 155 142 YARROW SEED AC 1 143 CREEPING RED FESCUE SF 13495 144 TURF SEED SF 63367 1 34) -3t0 �f VII 0 145 GINKGO(MAI.EI CA 26 f 145 SWAMP WHITE OAK EA 12 x'7(0 o Q3,22f0 147 REDOAK EA 37 7_10 97,923(tq )D 14R DOWNY SERVICEBERRY EA 51 113 149 KOUSA DOGWOOD EA 71 11/2-. I 1 f q�� 68 141 $J 179 150 EASTERN REDEfUO EA 58 151 KWANZAN CHERRY EA 97 14 1 I %i1/077 2 152 WHITE PINE EA 22 +}�9 32,%r R� 153 BLACK CHOKERERRY EA 41 %� I"/ J J AP- 154 KARL FOERSTER REED GRASS EA 834 I I e"?f S 1t 94 3 3,',VD 155 AA'I'IC FINE DOGWOOD EA 96 156 GREY OWL JUNIPER EA 308 4 1 -2.7 ton 334) �] 157 HAMELN DWARF FOUNTAIN GRASS EA 167 X111 j� I s,SO E37 158 NINEFARK EA 47 !7J 111 t Y 159 DAPPLED WILLOW EA 34 37 I Y F-19.2 34-1-7- �7�, 160 DWARF DELPHINIUM EA 2570 4 I c,, ,42)o 161 XIM'SXNEE HIGH CONEFLOWER EA 956 I0� 1.ti00 162 JOLYENE NICHCLE CAYLILY EA 504 I-lr ++'f N'], 4LJ5 I al '14 V 163 EVERGREEN CANDYIUEI' EA 4935 I//11 164 BLACK EYED SUSAN EA 706 10 /�10�0 165 TEMPORARY SILT FENCE LF 5750 166 EROSION CONTROL BLANKET SF 26030 BID-9 CARMEL PROJECT 1110-10 DESCRIPTION:Illinois Street Extension-BASE BID 11/20/2013 ITEM NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL 167 INLET PROTECTION FA 8 188 PEDESTRIAN STOP SIGN EA 2 169 18 IN THERMOPLASTIC STOP BAR LF ID 170 WEED BARRIER FABRIC 5E 232s g, 90 11I 000 171 DOUBLE SHREDDED HARDWOOD MULCH CY 334 7+N•a50 `Q I L_J 172 STEEL EDGING is 3070 `•ril I 000 173 AUSTRIAN PINES(AINESNIGRA, EACH 8 Li! �/� 111 �00 IP RASE BID TOTAL' % / Of Welt HID-10 CARMEL PROIECT14104D DESCRIPTION;Illinois Street Extension-Alternate Bid A 11/20/2013 ITEM NO. DESCRIPTION UNIT QUANTITIES UNIT PRICE TOTAL 1 CONSTRUCTION ENGINEERING LS 1 2 MOBILIZATION AND DEMOBILIZATION LS 1 3 CLEARING RIGHT OF WAY LS 1 4 CURB,CONCRETE,REMOVE LET 113 5 CURB AND GUTTER,REMOVE LFT 3,647 6 INLET,REMOVE EACH 1 7 LIGHT STANDARD AND FOUNDATION,REMOVE EACH 5 1 7A LIGHT STANDARD,REMOVE EACH 8 B PIPE,ABANDON AND GROUT FILL LFT 130 9 EXCAVATION,COMMON CYS 4,386 TEMPORARY EROSION&SEDIMENT CONTROL,CURB INLET 10 PROTECTION EACH l0 11 TEMPORARY SILT FENCE LFT 862 12 NO2STONE TON 25 13 SUBGRADE TREATMENT,TYPE I SYS 8,220 14 SUBGRADE TREATMENT,TYPE IIIA SYS 85 15 STRUCTURAL BACKFILL,TYPE 1 CY5 200 16 CHEMICAL MODIFICATION,SOILS SYS 1,644 17 COMPACTED AGGREGATE,NO.53,HASP TON 284 18 COARSII AGGREGATE,NO 8 TON 10 19 MILLING,ASPHALT,11/2 IN SYS 10,542 20 PROFILOGRAPH,HMA LS 1 21 HMA,INTERMEDIATE,TYPE C,0G,19.0 mm TON 1,07E 22 HMA SURFACE,TYPE A TON 54 23 HMA SURFACE,TYPE C TON 1,458 24 H MA INTERMEDIATE,TYPE A TON 165 25 HMA INTERMEDIATE,TYPE C 'ION 916 26 HMA BASE,'TYRE C TON 2,468 27 _ASPHALT FOR TACK COAT TON 9.8 28 CURB RAMP,CONCRETE,C SYS 18 29 CURB RAMP,CONCRETE,K SYS 12 3D CURB AND GUTTER,TYPE II LFT 2,339 31 CURB AND GUTTER,TYPE III LIT 1,155 32 PCCP FOR APPROACHES,9 I SYS 70 33 MOBILIZATION AND DEMOBILIZATION FOR SEEDING EACH 1 _ 34 SEED MIXTURE,T LBS 296 35 ,MULCHING MATERIAL TON 4.0 BID-11 CARMEL PROJECT 1410-10 DESCRIPTION:Illinois Street EstensiDn-Alternate Bid A 11/20/2613 ITEM NO, DESCRIPTION UNIT QUANTITIES UNIT PRICE TOTAL 36 WATER kGAL 38.2 37 TOPSOIL CYS 795 38 SODDING,NURSERY SKS 9,535 39 PIPE,REINFORCED CONCRETE,CIRCULAR 12 IN LFT 367 40 PIPE,REINFORCED CONCRETE,CIRCULAR 18 IN LET 40 41 PIPE,REINFORCED CONCRETE,CIRCULAR 21 IN LIT 8 42 PIPE,REINFORCED CONCRETE,CIRCULAR 24IN LFT 24 43 VIDEO INSPECTION FOR PIPE LET 439 44 PIPE,TYPE 4 CIRCULAR 6IN LET 2,339 45 AGGREGATE FORUNOERDRAINS CYS 211 46 GEOTEXTILES FOR UNDERDRAIN SYS 2,105 47 CASTING,ADJUST TO GRADE EACH 2 48 INLET,CAP EACH 2 49 INLET,J10 EACH 5 50 INLET,MIU EACH 1 51 MANHOLE,C4 EACH 1 92 MANHOLE,HO EACH 4 53 ROAD CLOSURE SIGN ASSEMBLY EACH 7 54 DETOUR ROUTE MARKER ASSEMBLY EACH 15 55 CONSTRUCTION SIGN,A EACH 6 56 MAINTAINING TRAFFIC IS 1 57 BARRICADE,III-8 LFT 228 58 SIGN POST,SQUARE,TYPE 1,REINFORCED ANCHOR BASE LET 81 59 SIGN,SHEET,WITH LEGEND 0.089 IN THICKNESS SET 34 60 SIGN,SHEET,WITH LEGEND 0.100 IN THICKNESS SET 17 5 61 DECORATIVE STREET LIGHTING,WIRING AND INSTALLATION EACH 13 62 CARLE INTER DUCT LET 813 63 HANDHOLE,LIGHTING EACH 4 _ 94 CONDUIT,STEEL,GALVANIZED,2 IN LFT 94 65 WIRE,NO 5 COPPER IN PLASTIC DUCT,IN TRENCH,41/C LFT 759 66 HANDHOLE EACH 7 67 WIRE,NO 6 COPPER IN PLASTIC DUCT,IN CONDUIT 4MC LET 94 TRANSVERSE MARKING THERMOPLASTIC CROSSWALK, 68 WHITE 24" LFT 90 69 LINE,THERMOPLASTIC,BROKEN,WHITE,4IN LFT 275 70 LINE,THERMOPLASTIC,SOLID,WHITE,4 IN. LFT 245 71 LINE,THERMOPLASTIC.SOLID,YELLOW,4 IN LFT 1,274 BID-12 CARMEL PROJECT 1110-10 DESCRIPTION:Illinois Street Extension-Alternate Bid A 11/20/2013 • ITEM NO. DESCRIPTION UNIT QUANTITIES UNIT PRICE TOTAL 72 TRANSVERSE MARKING,THERMOPLASTIC,STOP LINE,24 IN LFT 103 PAVEMENT MESSAGE MARKING,THERMOPLASTIC,LANE 73 INDICATION ARROW EACH 4 74 PAVEMENT MESSAGE MARKING,THERMOPLASTIC,(ONLY) EACH 2 75 SNOWPLOWABLE RAISED PAVEMENT MARKER EACH 4 76 SIGNAL SUPPORT FOUNDATION,36 1N X 144 IN EACH 2 77 SIGNAL STRAIN POLE,STEEL,30 FT EACH 2 78 HANDHOLE,SIGNAL EACH 5 79 CONDUIT,STEEL,GALVANIZED,2 IN,UNDERGROUND LP- 354 80 SIGNAL CABLE IC/I4 GA LFT 3,129 CONTROLLER AND CABINET,MASTER,MENU DRIVEN,8 81 PHASE EACH 1 82 TRAFFIC SIGNAL HEAD,3 FACE,12 IN RED,AMBER,GREEN EACH 5 TRAFFIC SIGNAL HEAD,5 FACE,12 IN RED,AMBER,GREEN, 83 AMBER ARROW,GREEN ARROW EACH 1 84 SPAN,CATENARY,AND TETHER EACH 85 DISCONNECT HANGER EACH I 86 SIGNAL CABLE,SC/14GA LET 341 87 SIGNAL CABLE, 7C/14GA LET 131 88 SIGNAL CABLE,3C/BGA LET 12 89 SIGNAL CABLE,2C/16GA.,SHIELDED LFT 855 90 SIGNAL DETECTOR HOUSING EACH 7 91 SAW CUT FOR ROADWAY LOOP AND SEALANT LFT I,113 92 CONTROLLER CABINET FOUNDATION,PI EACH 93 SIGNAL SERVICE EACH 1 94 LOOP DETE CTOR DELAY AMPLIFIER,2 CHANNEL EACH 7 95 MISCELLANEOUS EQUIPMENT FOR TRAFFIC SIGNALS LS I ALTERNATE BID A TOTAL: BID-23 CARMEL PROJECT p1O-I0 DESCRIPTION: Illinois Street Extension-Alternate Bid B 11/20/2013 ITEM NO. DESCRIPTION UNIT QUANTITIES UNIT PRICE TOTAL 1 CONSTRUCTION ENGINEERING LS 1 2 MOBILIZATION AND DEMOBILIZATION LS 1 3 CLEARING RIGHT OF WAY LS 1 4 EXCAVATION,COMMON CYS 1,711 5 TEMPORARY SILT FENCE LEI' 433 6 SUBGRADE TREATMENT,TYPE IIIA SYS 1,010 7 STRUCTURAL BACKFILL,TYPE 2 CYS 522 R STRUCTURALBACKFILL,TYPE 3 CYS 135 9 HMA SURFACE,TYPE B TON 63 10 HMA INTERMEDIATE,TYPE B TON 107 11 ASPHALT FOR TACK COAT TON 0.2 12 GUARDRAIL END TREATMENT,I EACH 4 13 GUARDRAIL,W-CEAM,6 FT 3 IN SPACING LFT 100 14 HANDRAIL, PEDESTRIAN LFT 90 15 PCCP FOR APPROACHES,9 IN SY5 57 16 MOBILIZATION AND DEMOBILIZATION FOR SEEDING EACH 1 17 EROSION CONTROL BLANKET SYS 11,864 18 GEOTEXTILES SYS 175 19 RIPRAP,REVETMENT TON 194 20 SEED MIXTURE,T LRS 74 21 MULCHING MATERIAL TON 1.0 22 WATER kGAL 11 23 TOPSOIL CY5 224 24 SODDING, NURSERY SYS 2,684 25 PUMP-AROUND EACH 1 STRUCTURE,REINFORCED CONCRETE THREE-SIDED 26 SECTIONS,288 IN X96 IN LFT 42 ALTERNATE BI0 0 TOTAL TOTAL PROJECT: SUBMITTED BY: SIGNATURE: TITLE: ADDRESS: BID-14 PART 4 CONTRACT DOCUMENTS AND ADDENDA 4.] 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 !o/2'x 13 z 07/3 fl 15/ r , a' BID-15 PART 5 EXCEPTIONS instructions To Bidders: 5. / 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 j'om the terms ofthe Contract Documents may result in this Bid being rejected as non-responsive. 5.3 /.exceptions: 40vt* BID-I6 BID PROPOSAL SUMMARY PAGE Complete the following information and place as the cover page to your bid packet. Insert all documents into an envelope with project name and your company name clearly marked on the outside. Seal the envelope. Company: Rieth-Riley Construction Co. , Inc. Project Name: Illinois Street Extension - City of Carmel 110-1.0 Date Submitted: November 20, 2013. Base Bid Amount: $6,532,252.81 Alternate Bid A Amount: $1,117,399.59 Alternate Bid B Amount: $258,402.25 BIDDER'S ITEMIZED 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 he fu//P and accurately filled in and completed and notarized. Project: Illinois Street Extension - City of Carmel Project#10-10 Proposal For Construction of: Construction of Illinois Street beginning at Spring Mill Rd. and continuing to a point 8(10 feet north of 106" St. including roundabouts at Spring Mill Rd. and 106th Street. Landscaping of Illinois Street beginning at Spring Mill Rd and continuing to a point 800 feet south of 116`t'St. Date: November 20, 2013 To: City of Cannel, Indiana, Board of Public Works and Safety BID-1 PART I BIDDER INFORMATION (Print) 1.1 Bidder Name: Rieth-Riley Construction Co. , Inc. 1.2 Bidder Address: Street Address: 1751 W. Minnesota Street City: Indianapolis State: IN Zip: 46221 Phone: 317-634-5561 Fax: 317-631-6423 1.3 Bidder is a/an /inark one] Individual Partnership X Indiana Corporation Foreign (Out of State) Corporation; State: Joint Venture Other 1.4 [The following must he 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 Cannel, Indiana,foreign corporations netst register with the Secretary of the State of Indiana as required by the Indiana General Corporation Act as stated therein and expressed in Nie 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 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 times) 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 Six million five hundred thirty two thousand two hundred •fifty two 81/100' Dollars ($6,532,252.81 ). The Bidder acknowledges that evaluation of the lowest Bid shall be based on such price and further acknowledges that the unit quantities listed in Part 3 of this Proposal are estimates solely for the purpose of Bid evaluation and Contract award. and are not to be construed as exact or binding. The Bidder further understands that all Work which may result on the Contract shall be compensated for on a Unit Price basis and that the OWNER and ENGINEER cannot and do not guarantee the amount or quantity of any item of Work to be performed or furnished under the Contract. Alternate Bid A The undersigned Bidder proposes to furnish all necessary labor, machinery; tools, apparatus, materials, equipment, service and other necessary supplies, and to perform and fulfill all obligations incident thereto in strict accordance with and within the time(s) provided by the terms and conditions of the Contract Documents for the above described Work and Project, including any and all addenda thereto, for the Unit Prices applicable to the Contract Items as stated in Part 3 hereof, which Unit Prices, when multiplied by estimated unit quantities for such Contract Items,total One million one hundred seventeen thousand three hundred ninety nine 59/100 Dollars ($ 1,117,399.59 ). 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 arc 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. Alternate Bid B 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 times) 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 BID-3 the Contract Items as stated in Part 3 hereof, which Unit Prices, when multiplied by estimated unit quantities for such Contract Items. total Two hundred fifty eight thousand four hundred two 251100 Dollars ($ 258,402.25 ). 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 perlimmcd or furnished under the Contract. 131U-0 PART 3 CONTRACT ITEMS AND UNIT PRICES CARMEL PROJECT#10-10 DESCRIPTION:Illinois Street Extension-BASE BID 11/20/2013 ITEM NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL ROADWAY DESIGN QUANTITIES 1 CONSTRUCTION ENGINEERING LS 1 $ 47,800.00 $ 47,800.00 2 MOBILIZATION AND DEMOBILIZATION L5 1 $ 300,011.75 $ 300,011.75 3 CLEARING RIGHT OF WAY LS 1 $ 46,319.25 $ 46,319.25 4 PAVEMENT REMOVAL SYS 623 $ 4.72 $ 2,940.56 5 PAVED SIDE DITCH, REMOVE LFT 64 _ $ 14.46 $ 925.44 6 CURB,CONCRETE, REMOVE _ LFT 106 $ 3.92 $ 415.52 7 CURB AND GUTTER,REMOVE LFT 7078 $ 5.08 $ 35,956.24 8 INLET,REMOVE EACH 19 $ 255.29 $ 4,850.51 9 GUARDRAIL END TREATMENT, REMOVE EACH 2 $ 307.04 $ 614.08 10 MAILBOX ASSEMBLY, REMOVE EACH 2 $ 110.54 $ 221.08 11 LIGHT STANDARD AND FOUNDATION, REMOVE _ EACH 9 $ 442.52 $ 3,982.68 12 PIPE, REMOVE LFT 848 I $ 15.70 $ 13,313.60 13 EXCAVATION,COMMON CYS 43326 _ $ 12.15 $ 526,410.90 14 BORROW CYS 4842 $ 1.14 $ 5,519.88 TEMPORARY EROSION &SEDIMENT CONTROL,CURB 15 INLET PROTECTION EACH 63 $ 131.12 $ 8,260.56 16 TEMPORARY CHECK DAM,REVETMENT RIPRAP TON 56 $ 61.33 $ 3,434.48 17 TEMPORARY DITCH INLET PROTECTION EACH 4 i $ 234.05 $ 936.20 18 TEMPORARY MULCHING TON 1 $ 700.00 $ 700.00 19 TEMPORARY SEDIMENT TRAP TON 115 $ 37,71 $ 4,336.65 20 TEMPORARY SILT FENCE _ LFT 5250 $ 2.34 $ 12,285.00 21 NO 2 STONE TON 200 $ 25.76 $ 5,152.00 22 SUBGRADE TREATMENT,TYPE I SYS 28644 $ 7.93 $ 227,146.92 23 SUBGRADE TREATMENT,TYPE IIIA SYS 1876 $ 11.05 $ 20,729.80 24 STORMWATER QUALITY STRUCTURE, 1.0 CHS _ EACH 2 _ $ 21,431.57 $ 42,863.14 25 STORMWATER QUALITY STRUCTURE, 1.6 CFS EACH 1 $ 25,450.40 $ 25,450.40 26 STORMWATER QUALITY STRUCTURE,3.0 CFS EACH 1 $ 25,450.40 $ 25,450.40 27 STRUCTURAL BACKFILL,TYPE 1 CYS 5111 _ $ 21.37 $ 109,222.07 28 STRUCTURAL BACKFILL,TYPE 2 _ CYS 2474 $ 21.37 $ 52,869.38 29 CHEMICAL MODIFICATION,SOILS SYS 2210 $ 7.71 $ 17,039.10 30 COMPACTED AGGREGATE, NO.53,BASE j TON 2206 $ 27.89 $ 61,525.34 31 COARSE AGGREGATE,NO 8 TON 20 I $ 97.02 $ 1,940.40 BID-(5) CARMEL PROJECT 410-10 DESCRIPTION:Illinois Street Extension-BASE BID 11/20/2013 ITEM NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL 32 COMPACTED AGGREGATE, NO.53 TON 194 $ 34.38 $ 6,669.72 33 MILLING,ASPHALT, 1 1/21N TON 578 $ 8.08 $ 4,670.24 34 PROr'LOCRA5'I,"MA SYS P $ - $ - 35 HMA,INTERMEDIATE,TYPE C,03, 19.0 MM L5 3339 $ 51.25 $ 171,123.75 35 HMA,SURFACE,TYPE A TON 304 $ 116.49 $ 35,412.96 37 HMA SURFACE,TYPE C TON 1812 $ 75.06 $ 136,008.72 38 HMA INTERMEDIATE,TYPEA TON 940 5 62.70 $ 58,938.00 39 HMA INTERMEDIATE,TYPE C TON 3002 $ 55.87 $ 167,721.74 40 HMA BASE,TYPE C TON 8296 $ 51.43 $ 425,663.28 41 HMA FOR APPROACHES,TYPE B TON 832 6 139.26 $ 115,86432 42 ASPHALT FOR TACK COAT TON 23 $ 480.00 $ 11,040.00 43 _D£COIAT'VE CONCRETE PAVEMENT,TRUCK APRON, 7" SYS 766 $ 89.39 $ 68,472.74 44 GUARDRAIL,REMOVE LFT 146 $ 7.55 $ 1,102.30 45 GUARDRAIL END TREATMENT, OS EACH 2 $ 2,469.64 $ 4,939.28 46 GUARDRAIL,W-BEAM, 6 FT 3 IN SPACING LFT 157 $ 21.18 $ 3,325.26 47 CURB,CONCRETE,STRAIGHT LFT 595 $ 20.97 $ 12,477.15 48 CURB RAMP,CONCRETE, C SYS 133 $ 154,61 $ 20,563.13 49 CURB RAMP,CONCRETE, L SYS 125 5 154.61 $ 19,326.25 50 _HANDRAIL,PEDESTRIAN LFT 328 $ 145.51 $ 47,727.28 51 CURB AND GUTTER,TYPE II LFT 7038 $ 11.74 $ 82,625.12 52 CURB AND GUTTER,TYPE III LFT 5713 $ 15.01 $ 85,752.13 53 CURB,MODIFIED, ROLL LIT 674 $ 22.10 $ 14,895.40 54 PCCP FOR APPROACHES,9 IN SYS 261 $ 59.54 $ 15,539.94 55 MAILBOX ASSEMBLY, SINGLE EACH 1 $ 159.76 $ 159.76 56 GEOTEXTILES SYS 1479 $ 1.06 $ 1,567.74 57 RIPRAP,REVETMENT TON 1219 $ 47.43 $ 57,817.17 58 SCREENING WALL LS 1 $ 134,941.94 $ 134,941.94 59 MOBILIZATION AND DEMOBILIZATION FOR SEEDING EACH 5 $ 200.00 $ 1,000.00 60 EROSION CONTROL BLANKET SYS 2909 $ 1.17 $ 3,403.53 61 SEED MIXTURE,T LBS 1904 $ 1.35 $ 2,570.40 62 MULCHING MATERIAL TON 24 $ 393.67 $ 9,448.08 63 WATER KGAL 265 $ 1.00 $ 265.00 64 TOPSOIL CYS 5563 $ 21.81 $ 121,329.03 65 SODDING,NURSERY SYS 66217 $ 2.74 $ 181,434.58 BID-(6) CARMEL PROJECT K10-10 DESCRIPTION:Illinois Street Extension-BASE BID 11/20/2013 ITEM NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL 66 IRRIGATION CONDUIT,PVC,4 IN. LFT 401 $ 15.70 $ 6,295.70 67 FIELD OFFICE,C MOS 16 $ 2,356.98 $ 37,711.68 STRUCTURE,REINFORCED CONCRETE BOX SECTIONS,9 68 FT X 3 FT LFT 149 $ 992.01 $ 147,809.49 69 PIPE,REINFORCED CONCRETE,CIRCULAR 12 IN LFT 2341 $ 40.41 $ 94,599.81 70 PIPE, REINFORCED CONCRETE,CIRCULAR 15 IN LFT 691 $ 41.67 $ 28,793.97 71 PIPE,REINFORCED CONCRETE,CIRCULAR 18 IN LFT 1674 $ 38.91 $ 65,135.34 72 PIPE,REINFORCED CONCRETE,CIRCULAR 24 IN LFT 593 $ 54.27 $ 32,182.11 73 PIPE, REINFORCED CONCRETE,CIRCULAR 30 IN LFT 86 $ 63.51 $ 5,461.86 74 PIPE, REINFORCED CONCRETE,CIRCULAR 36 IN LFT 208 $ 72.45 $ 15,069.60 75 PIPE, REINFORCED CONCRETE,CIRCULAR 54 IN LFT 170 $ 108.90 $ 18,513.00 76 PIPE, REINFORCED CONCRETE,CIRCULAR 60 IN LFT 40 $ 212.19 $ 8,487.60 77 VIDEO INSPECTION FOR PIPE LFT 5545 $ 1.19 $ 6,598.55 78 PIPE,TYPE 4 CIRCULAR 6 IN LFT 7038 $ 5.60 $ 39,412.80 79 AGGREGATE FOR UNDERDRAINS CYS 633 $ 38.00 $ 24,054.00 80 _VIDEO INSPECTION FOR UNDERDRAINS LFT 6000 $ 0.94 $ 5,640.00 81 GEOTEXTILES FOR UNDERDRAIN SYS 6334 $ 1.00 $ 6,334.00 82 INLET,CAP EACH 2 $ 985.34 $ 1,970.68 83 INLET,E7 EACH 1 $ 1,612.28 $ 1,612.28 84 INLET, F7 EACH 1 $ 1,686.42 $ 1,686.42 85 INLET,110 EACH 20 $ 2,223.85 $ 44,477.00 86 INLET,M10 EACH 8 $ 2,429.43 $ 19,435.44 87 CATCH BASIN,E7 EACH 1 $ 1,859.78 $ 1,859.78 88 CATCH BASIN,K10 EACH 15 $ 2,681.85 $ 40,227.75 89 PIPE CATCH BASIN, 18 IN EACH 1 $ 1,368.05 $ 1,368.05 90 MANHOLE,C4 EACH 27 $ 2,870.45 $ 77,502.15 91 MANHOLE, L4 EACH 1 $ 7,521.40 $ 7,521.40 _ 92 MANHOLE,14 EACH 8 $ 4,264.67 $ 34,117.36 93 CATCH BASIN,M10 EACH 15 $ 2,702.44 $ 40,536.60 STRUCTURE, REINFORCED CONCRETE THREE-SIDED 94 SECTIONS,240 IN X 72 IN LET 244 $ 2,378.26 $ 580,295.44 95 SANITARY STRUCTURES,ADJUST TO GRADE EACH 2 $ 1,912.89 $ 3,825.78 96 PUMP-AROUND EACH 3 $ 9,383.05 $ 28,149.15 97 ROAD CLOSURE SIGN ASSEMBLY EACH 16 $ 270.00 $ 4,320.00 98 DETOUR ROUTE MARKER ASSEMBLY EACH 39 $ 100.00 $ 3,900.00 99 CONSTRUCTION SIGN,A EACH 14 $ 200.00 $ 2,800.00 BID-(7) CARMEL PROJECT#10-10 DESCRIPTION:Illinois Street Extension-BASE BID 11/20/2013 ITEM NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL 100 MAINTAINING TRAFFIC LS 1 $ 51,234.56 $ 51,234.56 101 BARRICADE,Ill-B LFT 432 $ 10.00 $ 4,320.00 102 DECORATIVE STREET SIGN ASSEMBLY EACH 7 $ 1,822.00 $ 12,754.00 SIGN POST,SQUARE,TYPE 1,REINFORCED ANCHOR 103 BASE LFT 577 $ 12.30 $ 7,097.10 104 SIGN,SHEET,WITH LEGEND 0.080 IN THICKNESS SFT 164 $ 14.40 $ 2,361.60 105 SIGN,SHEET,WITH LEGEND 0.100 IN THICKNESS SFT 207 $ 15.30 $ 3,167.10 DECORATIVE STREET LIGHTING,WIRING AND 106 INSTALLATION EACH 21 $ 8,531.00 $ 179,151.00 107 CABLE INTERDUCT LFT 4953 $ 15.50 $ 76,771.50 108 LIGHTING POWER DISTRIBUTION PANEL EACH 2 $ 7,070.00 $ 14,140.00 109 HANDHOLE, LIGHTING EACH 18 $ 701.00 $ 12,618.00 110 CONDUIT,STEEL,GALVANIZED, 2 IN LFT 653 $ 13.10 S 8,554.30 111 WIRE,NO 6 COPPER IN PLASTIC DUCT,IN CONDUIT 4 1/C LFT 653 $ 9.70 $ 6,334.10 112 WIRE,NO 6 COPPER IN PLASTIC DUCT, IN TRENCH,4 1/C LIT 2361 $ 7.90 $ 18,651.90 113 HANDHOLE EACH 18 $ 730.00 $ 13,140.00 TRANSVERSE MARKING,THERMOPLASTIC,"SHARKS 114 TEETH" LFT 203 $ 5.00 $ 1,015.00 LINE,THERMOPLASTIC, BROKEN,WHITE, 12 IN,3 FT 115 STRIPE-3FT GAP LFT 291 $ 2.00 $ 582.00 LINE,THERMOPLASTIC, BROKEN,WHITE,6IN,3 FT 116 STRIPE-3 FT GAP LFT 130 $ 1.00 $ 130.00 PAVEMENT MESSAGE MARKING,THERMOPLASTIC, 117 FISHOOK LANE INDICATION ARROW EACH 18 $ 80.00 $ 1,440.00 TRANSVERSE MARKING THERMOPLASTIC CROSSWALK, 118 WHITE 24" LFT 820 $ 6.00 $ 4,920.00 119 LINE,THERMOPLASTIC, BROKEN,WHITE,4 IN LFT 1762 $ 0.60 $ 1,057.20 120 LINE,THERMOPLASTIC,SOLID,WHITE,4 IN LFT 2848 $ 0.50 $ 1,424.00 121 LINE,THERMOPLASTIC,SOLID,YELLOW,4 IN LFT 2400 $ 0.60 $ 1,440.00 PAVEMENT MESSAGE MARKING,THERMOPLASTIC,LANE 122 INDICATION ARROW EACH 18 $ 50.00 $ 900.00 123 SNOWPLOWABLE RAISED PAVEMENT MARKER EACH 3 $ 200.00 $ 600.00 LANDSCAPING DESIGN QUANTITIES 124 GENERAL CONDITIONS LS 1 $ 200.00 $ 200.00 125 IMPORTED FILL CY 1811 $ 8.92 $ 16,154.12 126 GRADING CY 9759 $ 10.29 $ 100,420.11 127 ASPHALT SURFACE COURSE TON 259 $ 113.19 $ 29,316.21 128 ASPHALT INTERMEDIATE COURSE TON 345 $ 79.08 $ 27,282.60 129 #53 CRUSHED LIMESTONE TON 704 $ 18.17 $ 12,791.68 130 36"RCP STORMWATER PIPE I.F 305 $ 86.88 $ 26,498.40 131 CONCRETE END SECTION EA 8 $ 2,785.09 $ 22,280.72 132 6 FOOT PRECAST WALL SYSTEM LF 2010 $ 168.83 $ 339,348.30 BID-(8) CARMEL PROJECT#10-10 DESCRIPTION:Illinois Street Extension-BASE BID 11/20/2013 ITEM NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL 133 8 FOOT PRECST WALL SYSTEM LF 250 $ 215.14 $ 53,785.00 134 SEGMENTAL BLOCK WALL FF 567 $ 35.00 $ 19,845.00 135 IRRIGATION SYSTEM LS 1 $ 97,500.00 S 97,500.00 136 OVERSIZED COBBLE STONE CY 63 $ 10000 $ 6,300.00 137 LARGE MERAM EC STONE CY 127 $ 90.00 $ 11,430.00 138 STONE BARK CY 97 $ 130.00 $ 12,610.00 139 RIP RAP CY 29 $ 58.48 $ 1,985.92 140 MESIC PRAIRIE MIX AC 0.24 $ 3,820.00 $ 916.80 141 LOW STATURE PRAIRIE MIX AC 2.55 $ 3,155.00 $ 8,045.25 142 YARROW SEED AC 1 $ 1,960.00 $ 1,960.00 143 CREEPING RED FESCUE SF _ 13495 $ 0.10 $ 1,349.50 144 TURF SEED SF 63367 $ 0.10 $ 6,336.70 145 GINKGO(MALE) EA 26 $ 400.00 $ 10,400.00 146 SWAMP WHITE OAK EA 12 $ 360.00 $ 4,320.00 147 RED OAK EA 37 $ 330.00 $ 12,210.00 148 DOWNY SERVICEBERRY EA 51 $ 160.00 $ 8,160.00 149 KOUSA DOGWOOD EA 71 $ 190.00 $ 13,490.00 150 EASTERN REDBUD EA 58 $ 165.00 $ 9,570.00 151 KWANZAN CHERRY EA 97 $ 165.00 $ 16,005.00 152 WHITE PINE EA 22 $ 185.00 $ 4,070.00 153 BLACK CHOKEBERRY EA 41 $ 45.00 $ 1,845.00 154 KARL FORESTER REED GRASS EA 834 $ 23.00 $ 19,182.00 155 ARTIC FIRE DOGWOOD EA 96 $ 37.00 5 3,552,00 156 GREY OWL JUNIPER EA 308 $ 37.00 $ 11,396.00 157 HAMELN DWARF FOUNTAIN GRASS EA 167 $ 15.00 $ 2,505.00 158 NINEBARK EA 47 $ 40.00 $ 1,880.00 159 DAPPLED WILLOW EA 34 $ 40.00 $ 1,360.00 160 DWARF DELPHINIUM EA 2570 $ 4.20 $ 10,794.00 161 KIM'S KNEE HIG CONEFLOWER EA 956 $ 14.00 $ 13,384.00 162 JOLYENE NICHOLE DAYLILY EA 604 $ 13.60 $ 8,214.40 163 EVERGREEN CANDYTUFT EA 4935 $ 4.20 $ 20,727.00 164 BLACK EYED SUSAN EA 706 $ 14.00 $ 9,884.00 165 TEMPORARY SILT FENCE LF 5750 $ 1.25 $ 7,187.50 166 EROSION CONTROL BLANKET SF 26030 $ 0.20 $ 5,206.00 BIo-(9) CARMEL PROJECT 41D-10 DESCRIPTION: Illinois Street Extension-BASE BID 11/20/2013 ITEM NO- DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL 167 INLET PROTECTION EA 8 $ 224.53 $ 1,796.24 168 PEDESTRIAN STOP SIGN EA 2 $ 793.00 $ 1,585.00 169 18 IN THERMOPLASTIC STOP BAR LF 10 $ 6.00 $ 60.00 170 WEED BARRIER FABRIC SF 23258 _$ 0.18 $ 4,186.44 171 DOUBLE SHREDDED HARDWOOD MULCH CY 334 $ 60.00 $ 20,040.00 172 STEEL EDGING LE 3070 $ 5.25 $ 16,117.50 1.73 AUSTRIAN PINES(PINES NIGRA) EACH 8 $ 230.00 $ 1,840.00 BASE BID TOTAL: $ 6,532,252.81 BID-(10) CARMEL PROJECT 410-10 DESCRIPTION: Illinois Street Extension-Alternate Bid A 11/20/2013 ITEM NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL 1 CONSTRUCTION ENGINEERING LS 1 $ 12,600,00 $ 12,600.00 2 MOBILIZATION AND DEMOBILIZATION LS 1 $ 105,209,12 $ 105,209.12 3 CLEARING RIGHT OF WAY LS 1 $ 9,927.54 $ 9,927.54 4 CURB, CONCRETE. REMOVE LET 113 $ 8.90 $ 1,005.70 5 CURB AND GUTTER,REMOVE LFT 3647 $ 5.99 $ 21,845.53 6 INLET,REMOVE EACH 1 $ 251.11 $ 251.11 7 LIGHT STANDARD AND FOUNDATION, REMOVE EACH 5 $ 447.60 $ 2,238.00 7A LIGHT STANDARD, REMOVE EACH 8 $ 265.00 $ 2,120.00 8 PIPE,ABANDON AND GROUT FILL LFT 100 $ 15.38 $ 1,538,00 9 EXCAVATION,COMMON CYS 4386 $ 14.91 $ 65,395.26 TEMPORARY EROSION&SEDIMENT CONTROL,CURB 10 INLET PROTECTION EACH 10 $ 128.86 $ 1,288.60 11 TEMPORARY SILT FENCE LFT 862 $ 2.35 $ 2,025.70 12 NO 2 STONE TON 25 $ 28.18 $ 704.50 13 SUBGRADE TREATMENT,TYPE I SYS 8220 $ 728 $ 54,773.60 14 SUBGRADE TREATMENT,TYPE IIIA SYS 85 $ 11.01 $ 935.85 15 STRUCTURAL BACKFILL,TYPE 1 CYS 200 $ 18.68 $ 3,736.00 16 CHEMICAL MODIFICATION,SOILS SYS 1644 $ 5.65 $ 9,288.60 17 COMPACTED AGGREGATE, NO. 53, BASE TON 284 $ 27.50 $ 7,810.00 18 COARSE AGGREGATE,NO8 TON 10 $ 93.27 $ 932.70 19 MILLING,ASPHALT, 11/2 IN SYS 10542 5 3.54 $ 37,318.68 20 PROFILOGRAPH, HMA LS 1 $ 549.48 $ 549.48 _ 21 HMA,INTERMEDIATE,TYPE C,OG, 19.0 MM TON 1076 $ 48.22 $ 51,884.72 22 HMA SURFACE,TYPE A TON 54 $ 115.20 $ 6,220.80 23 HMA SURFACE,TYPE C TON 1458 $ 69.40 $ 101,185.20 24 HMA INTERMEDIATE,TYPE A _ TON 165 $ 162.77 $ 26,857.05 2S HMA INTERMEDIATE,TYPE C TON 916 $ 49.86 $ 45,671.76 26 HMA BASE,TYPE C TON 2468 $ 47,83 $ 118,044,44 27 ASPHALT FOR TACK COAT TON 9.8 $ 527.50 $ 5,169.50 28 CURB RAMP,CONCRETE,C SYS 18 $ 170.19 $ 3,063.42. 29 CURB RAMP,CONCRETE,K _ SYS 12 $ 170.20 $ 2,042.40 30 CURB AND GUTTER,TYPE II LFT 2339 $ 11.34 $ 26,524.26 31. CURB AND GUTTER,TYPE III LFT 1155 $ 14.48 $ 16,724.40 32 PCCP FOR APPROACHES,9 IN SYS 70 $ 57.45 $ 4,021.50 33 MOBILIZATION AND DEMOBILIZATION FOR SEEDING EACH 1 $ 200.00 $ 200.00 34 SEED MIXTURE,T LBS 296 $ 1.35 $ 399.60 35 MULCHING MATERIAL TON 4.0 $ 394.00 $ 1,576.00 BID-(11) CARMEL PROJECT#10-10 DESCRIPTION:Illinois Street Extension-Alternate Bid A 11/20/2013 ITEM NO, DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL 36 WATER KGAL 38.2 $ 1.00 $ 38.20 37 TOPSOIL CYS 795 $ 21.98 $ 17,474.10_ 38 SODDING, NURSERY SYS 9535 $ 2.74 $ 26,125.90 39 PIPE,REINFORCED CONCRETE,CIRCULAR 12 IN LFT 367 $ 38.79 $ 14,235.93 49 PIPE,REINFORCED CONCRETE,CIRCULAR 18 IN LFT 40 $ 37.99 $ 1,519.60 41 PIPE,REINFORCED CONCRETE,CIRCULAR 21 IN LFT 6 $ 71.85 5 574,80 42 PIPE,REINFORCED CONCRETE,CIRCULAR 24 IN LFT 24 $ 57.05 $ 1,369.20 43 VIDEO INSPECTION FOR PIPE LFT 439 $ 1.19 $ 522.41 44 PIPE,TYPE 4 CIRCULAR 6 IN LFT 2339 $ 5.85 $ 13,683.15 45 AGGREGATE FOR UNDERDRAINS CYS 211 $ 40.00 $ 8,440.00 46 GEOTEXTILES FOR UNDERDRAIN SYS 2105 $ 1.00 $ 2,105.00 47 CASTING,ADJUST TO GRADE EACH 2 $ 617.81 $ 1,235.62 48 INLET,CAP EACH 2 $ 147.87 $ 295.74 49 INLET,J10 EACH 5 $ 2,023.72 $ 10,118.50 50 INLET,M10 EACH 1 $ 2,223.33 $ 2,223.33 51 MANHOLE,C4 EACH 1 $ 2,677.95 $ 2,677.95 52 MANHOLE,11.0 EACH 4 $ 2,909.28 $ 11,637.12 53 ROAD CLOSURE SIGN ASSEMBLY EACH 7 $ 359.00 $ 2,513,00 54 DETOUR ROUTE MARKER ASSEMBLY EACH 16 $ 85.00 $ 1,360.00 55 CONSTRUCTION SIGN,A EACH 6 $ 212.00 $ 1,272.00 56 MAINTAINING TRAFFIC 15 1 $ 32,530.34 $ 32,530.34 57 BARRICADE,III-8 LFT 228 $ 17.00 $ 3,876.00 58 SIGN POST,SQUARE,TYPE 1,REINFORCED ANCHOR BASE LFT 81 $ 13.90 $ 1,125.90 59 SIGN,SHEET,WITH LEGEND 0.080 IN THICKNESS SFT 34 $ 17.20 $ 584.80 60 SIGN,SHEET,WITH LEGEND 1.100 IN THICKNESS SET 17 5 17.70 $ 300.90 DECORATIVE STREET LIGHTING, WIRING AND 61 INSTALLATION EACH 13 $ 8,125.00 $ 105,625.00 62 CABLE INTERDUCT LFT 813 $ 16.10 $ 13,089.30 63 HANDHOLE, LIGHTING _ EACH 4 $ 701.00 $ 2,804.00 64 CONDUIT,STEEL,GALVANIZED,2 IN LFT 94 $ 15.30 $ 1,438.20 65 WIRE,NO 6 COPPER IN PLASTIC DUCT, IN TRENCH,4 1/C LFT 759 _ $ 9.70 $ 7,362.30 66 HANDHOLE EACH 7 $ 740.00 $ 5,180.00 67 WIRE,NO 6 COPPER IN PLASTIC DUCT, IN CONDUIT 4 1/C LFT 94 $ 11.10 $ 1,043.40 TRANSVERSE MARKING THERMOPLASTIC CROSSWALK, 68 WHITE 24" LFT 90 $ 4.60 $ 414.00 69 LINE,THERMOPLASTIC,BROKEN, WHITE,4 IN LFT 275 $ 1.20 $ 330.00 70 LINE,THERMOPLASTIC,SOLID,WHITE,4 IN LFT 245 $ 0.51 $ 124.95 71 LINE,THERMOPLASTIC,SOLID,YELLOW,4 IN LET 1274 $ 0.51 $ 649.74 BID-[12) CARMEL PROJECT 410-10 DESCRIPTION:Illinois Street.Extension-Alternate Bid A 11/20/2013 ITEM NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL TRANSVERSE MARKING THERMOPLASTIC STOP LINE, 24 72 IN LFT _ 103 _$ 4.60 $ 473.80 PAVEMENT MESSAGE MARKING,THERMOPLASTIC,LANE 73 INDICATION ARROW EACH 4 $ 87,00 $ 348.00 PAVEMENT MESSAGE MARKING,THERMOPLASTIC, 74 (ONLY) EACH 2 $ 117.00 $ 234.00 75 SNOWPLOWABLE RAISED PAVEMENT MARKER EACH 4 $ 260.00 $ 1,040.00 76 SIGNAL SUPPORT FOUNDATION,36 IN X 144 IN EACH 2 $ 2,057.00 $ 4,114.00 77 SIGNAL STRAIN POLE,STEEL,30 FT EACH 2 S. 4,007.00 $ 8,014.00 78 HANDHOLE,SIGNAL EACH 5 $ 840.00 $ 4,200.00 79 CONDUIT,STEEL,GALVANIZED,2 IN,UNDERGROUND LFT 354 $ 15.20 $ 5,380.80 80 SIGNAL CABLE,1C/14GA LFT 3129 $ 0.21 $ 657.09 CONTROLLER AND CABINET,MASTER,MENU DRIVEN,8 81 PHASE EACH 1 $ 10,116.00 $ 10,116.00 TRAFFIC SIGNAL HEAD,3 FACE,12 IN RED,AMBER, 82 GREEN EACH 5 $ 644.00 $ 3,220.00 TRAFFIC SIGNAL HEAD,5 FACE,12 IN RED,AMBER, 83 GREEN,AMBER ARROW,GREEN ARROW EACH 1 $ 1,003.00 $ 1,003.00 84 SPAN,CATENARY,AND TETHER EACH 1 $ 1,609.00 $ 1,609.00 85 DISCONNECT HANGER EACH 1 $ 305.00 $ 305.00 HE SIGNAL CABLE,SC/14GA LFT 341 $ 1.90 $ 647.90 87 SIGNAL CABLE,7C/14GA LFT 131 $ 2.10 $ 275.10 88 SIGNAL CABLE.BC/SGA LFT 12 $ 3.20 $ 38.40 89 SIGNAL CABLE,2C/16GA,SHIELDED LFT 855 $ 1.10 $ 940.50 90 SIGNAL DETECTOR HOUSING EACH 7 $ 923.00 $ 6,461.00 91. SAW CUT FOR ROADWAY LOOP AND SEALANT LFT 1113 $ 6.50 $ 7,234.50 92 CONTROLLER CABINET FOUNDATION,P1 EACH 1 $ 1,074.00 $ 1,074.00 93 SIGNAL SERVICE EACH 1 $ 730.00 $ 730.00 94 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL EACH 7 $ 254.00 $ 1,778.00 95 MISCELLANEOUS EQUIPMENT FOR TRAFFIC SIGNALS LS 1 $ 526.00 $ 526.00 ALTERNATE BID A TOTAL: $ 1,117,399.59 BID-(13( CARMEL PROJECT 410-10 DESCRIPTION: Illinois Street Extension-Alternate Bid B 11/20/2013 I ITEM NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL 1 CONSTRUCTION ENGINEERING LS 1 $ 2,608.70 $ 2,508.70 2 MOBILIZATION AND DEMOBILIZATION LS 1 $ 6,331.07 $ 6,331.07 3 CLEARING RIGHT OF WAY LS 1 $ 909.34 $ 909.34 4 EXCAVATION,COMMON CYS 1711 $ 12.81 $ 21,917.91. 5 TEMPORARY SILT FENCE LFT 433 $ 2.45 $ 1,060.85 6 SUBGRADE TREATMENT,TYPE lilA SYS 1010 $ 9.96 $ 10,059.60 7 STRUCTURAL BACKFILL,TYPE 2 CY5 522 $ 17.39 $ 9,077.58 8 STRUCTURAL BACKFILL,TYPE 3 CYS 135 $ 17.39 $ 2,347.55 9 HMA SURFACE,TYPE B TON 63 $ 98.14 $ 6,182.82 10 HMA INTERMEDIATE,TYPE B TON 107 $ 75.43 $ 8,071..01. 11 ASPHALT FOR TACK COAT TON 0.2 $ 521.75 $ 104.35 12 GUARDRAIL END TREATMENT, I EACH 4 $ 965.83 $ 3,863.32 13 GUARDRAIL,W-BEAM, 6 FT 3 IN SPACING LFT 100 $ 43.41 $ 4,341.00 14 HANDRAIL, PEDESTRIAN LFT 90 $ 162.89 $ 14,650.10 15 PCCP FOR APPROACHES,9 IN SYS 67 $ 55.57 $ 3,723.19 16 MOBILIZATION AND DEMOBILIZATION FOR SEEDING EACH 1 $ 217.39 $ 217.39 17 EROSION CONTROL BLANKET SYS 11864 $ 1.27 $ 15,057,28 18 GEOTEXTILES SYS 175 $ 1.05 $ 183.75 19 WRAP,REVETMENT TON 194 $ 47.49 _ $ 9,213.06 20 SEED MIXTURE,T LBS 74 $ 1.47 $ 108.78 21 MULCHING MATERIAL TON 1 $ 426.09 $ 426.09 22 WATER KGAL 11. $ 1.09 $ 11.99 23 TOPSOIL CYS 224 $ 11.96 $ 2,679.04 24 SODDING,NURSERY SYS 2684 $ 2.98 $ 7,998.32 25 PUMP-AROUND EACH 1 $ 10,454.96 $ 10,454.96 STRUCTURE,REINFORCED CONCRETE THREE-SIDED 26 SECTIONS,288 IN X 96 IN LFT 42 $ 2,780.55 $ 116,783 10 ALTERNATE BID BTOTAL. $ 258,402.25 TOTAL PROJECT: 7,908,054.65 --, SUBMITTED BY (pie tfil e pns o In .) , SIGNATURE:\ 1----- rte` - if, TITLE: \ PaLl11.T e, , t •perations ADDRESS: 17514Y.M'nnesota Street Indianapolis, IN 46221 BID-(14) 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 10-22-13 2 10-30-13 3 11-14-13 131D-15 PART 5 EXCEPTIONS Instructions T ■Bidders: S.1 The Bidder shall fully state each exception taken to the Specifications or Other Contract Docnmetts in Section 5.3 of this Part. 5.2 Bidder is cautioned that any exception taken by Bidder anti deemed by OWNER to be a material qualification or variance from the terms of the Contract Documents may result irh this Bid being rejected as non-responsive. 5.3 Exceptions: None BLE}16 1 ) BID PROPOSAL SUMMARY PAGE Complete the following information and place as the cover page to your bid packet. Insert all documents into an envelope with project name and your company name clearly marked on the outside. Seal the envelope. Company: Name: CONTRACTORS, L.P. Project Name: ILLLINOOIS STREET EXTENSION - CITY OF CARMEL PROJECT Date Submitted: NOVEMBER 20, 2013 Base Bid Amount: 4 461,223,OOOgOO Alternate Bid A Amount: 11 9401 p0Oa 00 Alternate Bid B Amount: f 32 (j pOOa CO r t BIDDER'S ITEMIZED PROPOSAL AND DECLARATIONS City of Cannel Instructions To Bidders: This form shall be utilized by all Bidders. Except as otherwise specifically provided, all Parts shall be f lly and accurately filed in and completed and notarized. Project: Illinois Street Extension - City of Cannel Project#10-10 Proposal For Construction of: Construction of Illinois Street beginning at Spring Mill Rd. and continuing to a point 800 feet north of 106t1! St., including roundabouts at Spring Mill Rd. and 106th Street. Landscaping of Illinois Street beginning at Spring Mill Rd and continuing to a point 800 feet south of 116`x'St. Date: NOVEMBER 20, 2013 To: City of Carmel, Indiana, Board of Public Works and Safety BID-1 PART I BIDDER INFORMATION (Print) 1.1 Bidder Name: MILESTONE CONTRACTORS, L.P. I.2 Bidder Address: Street Address: 5950 SOUTH BELMONT AVENUE City: INDIANAPOLIS State: IN Zip: 46217 Phone: (317) 788-6885 Fax: (317) 788-1098 1.3 Bidder is a/an [mark are[ LIMITED Individual x Partnership Indiana Corporation Foreign (Out of State) Corporation; State: Joint Venture Other 1.4 [The following must he 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 Cannel. Indiana.foreign corporations must register with ilre 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, /9581 .1 Corporation Name: .2 Address: .3 Date registered with State of Indiana: .4 Indiana Registered Agent: Name: Address: 1311).2 PART 2 RID 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 Sur rrrl lton two ku-Ared -fwerrey--hrec thnusn-nd Dollars (S 6 22_3 topostxt 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. Alternate Bid A 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 TJInc. hur tired. o Tha0sana Dollars (S C140 O�dQ7). 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 he performed or furnished under the Contract. Alternate Bid B 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 BID-3 • the Contract Items as stated in Part 3 hereof, which Unit Prices, when multiplied by estimated unit quantities for such Contract Items, total-Three. hondre4 4- Oil thousand Dollars ($ 321.000,00 ). The Bidder ackn iwledges that evaluation of the lowest Bid shall he 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-4 PART 3 CONTRACT ITEMS AND UNIT PRICES CARMEL PROJECT#10-10 DESCRIPTION:Illinois Street Extension-BASE BID 11/20/2013 ITEM NO. I DESCRIPTION I UNIT I QUANTITY I UNIT PRICE I TOTAL ROADWAY DESIGN QUANTITIES 1 CONSTRUCTION ENGINEERING LS t $41,847.31 $41,847.31 2 MOBILIZATION AND DEMOBILIZATION LS 1 $300,000.00 $300,000.00 3 CLEARING RIGHT OF WAY LS 1 $150,000.00 $150,000.00 4 PAVEMENT REMOVAL SYS 623 $10.00 $6,230.00 5 PAVED SIDE DITCH,REMOVE LFT 64 $5.00 $320.00 6 CURB,CONCRETE,REMOVE LET 106 $5.00 $530.00 7 CURB AND GUTTER,REMOVE LFT 7078 $4.50 $31,851.00 8 INLET,REMOVE EACH 19 $305.20 $5,798.80 9 GUARDRAIL END TREATMENT,REMOVE EACH 2 $307.40 $614.80 IC MAILBOX ASSEMBLY,REMOVE EACH 2 $100.00 $200.00 11 LIGHT STANDARD AND FOUNDATION,REMOVE EACH 9 $700.00 $6,300.00 12 PIPE,REMOVE LFT 848 $30.00 $25,440.00 13 EXCAVATION,COMMON CYS 43326 312.00 $519,912.00 14 BORROW CYS 4842 $2.00 $9,684.00 I EMPORARY EROS UN 84 StUIMEN I LON I RUL,CURS 15 INLET PROTECTION EACH 63 $85.00 $5,355.00 16 TEMPORARY CHECK DAM,REVETMENT RIPRAP TON 56 $45.00 $2,520.00 17 TEMPORARY DITCH INLET PROTECTION EACH 4 $85.00 $340.00 18 TEMPORARY MULCHING TON 1 $700.00 $700.00 19 TEMPORARY SEDIMENT TRAP TON 115 $30.00 $3,450.00 20 TEMPORARY SILT FENCE LFT 5250 $1.25 $6,562.50 21 NO 2 STONE TON 200 $27.00 $5,400.00 22 SUBGRADETREATMENT,TYPEI SYS 28644 $5.50 $157,542.00 23 SUBGRADE TREATMENT,TYPE IIIA SYS 1876 S16.50 $30,954.00 24 STORMWATER QUALITY STRUCTURE, 1.0 CFS EACH 2 $17,000.00 $34,000.00 25 STORMWATER QUALITY STRUCTURE, 1.6CFS EACH I $21,000.00 $21,000.00 26 STORMWATER QUALITY STRUCTURE, 3.0 CFS EACH 1 $28,000.00 $28,000.00 27 STRUCTURAL BACKFILL,TYPE 1 CYS 5111 $25.00 $127,775.00 28 STRUCTURAL BACKFILL,TYPE 2 CYS 2474 $30.00 $74,220.00 29 CHEMICAL MODIFICATION,SOILS SYS 2210 $5.00 $11,050.00 30 COMPACTED AGGREGATE, NO.53,BASE TON 2206 518.00 $39,708.00 31 COARSE AGGREGATE, NO 8 TON 20 $32.00 $640.00 BID-5 CARMEL PROJECT P10-1.0 DESCRIPTION:Illinois Street Extension-BASE BID 11/20/2013 ITEM NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL 32 COMPACTED AGGREGATE,NO.53 TON 194 $22.00 $4,268.00 33 MILLING,ASPHALT, 1 1/2 IN SYS 578 $4.00 $2,312.00 34 PROFHLOSRAPH,HMA Ls 2 $0.00 $0.00 35 HMA, INTERMEDIATE,TYPE C,OG, 19.0 mm TON 3339 $46.00 $153,594.00 36 HMA SURFACE,TYPE A TON 304 $70.00 $21,280.00 37 HMA SURFACE,TYPE C TON 1812 $73.00 $132,276.00 38 HMA INTERMEDIATE,TYPE A TON 940 $64.00 $60,160.00 39 HMA INTERMEDIATE,TYPE C TON 3002 $53.00 $159,106.00 40 HMA BASE,TYPE C TON 8296 $46.00 $381,616.00 41 HMA FOR APPROACHES,TYPE B TON 832 $64.00 $53,248.00 42 ASPHALT FOR TACK COAT TON 23 $540.00 $12,420.00 43 BEGORAT4VE CONCRETE PAVEMENT,TRUCK ARPON,7" SYS 766 $46.00 $35,236.00 44 GUARDRAIL,REMOVE LET 146 $7.55 $1,102.30 45 GUARDRAIL END TREATMENT,OS EACH 2 $2,469.64 $4,939.28 46 GUARDRAIL,W-BEAM,6 FT 3 IN SPACING LET 157 $21.18 $3,325.26 47 CURB,CONCRETE,STRAIGHT LET 595 $18.00 $10,710.00 . 48 CURB RAMP,CONCRETE,C SYS 133 $149.00 $19,817.00 49 CURB RAMP,CONCRETE,L SYS 125 $152.00 $19,000.00 50 HANDRAIL,PEDESTRIAN LET 328 $145.51 $47,727.28 51 CURB AND GUTTER,TYPE II CT 7038 $12.50 $87,975.00 52 CURB AND GUTTER,TYPE III LA- 5713 $13.00 $74,269.00 53 CURB,MODIFIED,ROLL LFT 674 $22.00 $14,828.00 54 PCCP FOR APPROACHES,9 IN SYS 261 $55.00 $14,355.00 55 MAILBOX ASSEMBLY,SINGLE EACH 1 $159.76 $159.76 56 GEOTEXTILES SYS 1479 $1.00 $1,479.00 57 RIPRAP,REVETMENT TON 1219 $45.00 $54,855.00 61614 58 SCREENING WALL LS 1 $200,000.00 $200,000.00 59 MOBILIZATION AND DEMOBILIZATION FOR SEEDING EACH 5 $200.00 $1,000.00 60 EROSION CONTROL BLANKET SYS 2909 $1.17 $3,403.53 61 SEED MIXTURE,T LBS 1904 $1.35 $2,570.40 62 MULCHING MATERIAL TON 24 $400.00 $9,600.00 63 WATER • kGAL 265 $1.00 $265.00 64 TOPSOIL CYS 5563 $30.00 $166,890.00 65 SODDING,NURSERY SYS 66217 $2.74 $181,434.58 BID-6 CARMEL PROJECT#10.10 DESCRIPTION:Illinois Street Extension-BASE BID 11120!2013 ITEM NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL 66 IRRIGATION CONDUIT,PVC,4 IN. LFT 901 $10.50 $4,210.50 9 67 FIELD OFFICE,C MOS 16 $2,500.00 $40,000.00 STRUCTURE,REINFORCED CONCRETE BOX SECTIONS,9 FT 68 X 3 FT LET 149 S600.00 $89,400.00 69 PIPE,REINFORCED CONCRETE,CIRCULAR 12 IN LET 2341 $30.00 $70,230.00 70 PIPE,REINFORCED CONCRETE,CIRCULAR 15 IN LET 691 $32.00 $22,112.00 71 PIPE,REINFORCED CONCRETE,CIRCULAR 18 IN LET 1679 $35.00 $58,590.00 72 PIPE,REINFORCED CONCRETE,CIRCULAR 24 IN LFT 593 $42.00 $24,906.00 73 PIPE,REINFORCED CONCRETE,CIRCULAR 30 IN LET 86 $50.00 $4,300.00 74 PIPE,REINFORCED CONCRETE,CIRCULAR 36 IN LET 208 $70.00 $14,560.00 75 PIPE,REINFORCED CONCRETE,CIRCULAR 54 IN LET 170 $125.00 $21,250.00 76 PIPE,REINFORCED CONCRETE,CIRCULAR 60 IN LFT 40 $160.00 $6,400.00 77 VIDEO INSPECTION FOR PIPE LET 5545 $1.50 $8,317.50 78 PIPE,TYPE 4 CIRCULAR 6 IN LET 7038 $6.10 $42,931.80 79 AGGREGATE FOR UNDERDRAINS CYS 633 $38.00 $24,054.00 80 VIDEO INSPECTION FOR UNDERDRAINS LFT 6000 $1.00 $6,000.00 81 GEOTEXTILES FOR UNDERDRAIN SYS 6334 $1.00 $6,334.00 82 INLET,CAP EACH 2 $400.00 5800.00 83 INLET,E7 EACH I $1,350.00 $1,350.00 84 INLET,F7 EACH 1 $1,400.00 $1,400.00 85 INLET,J10 EACH 20 $1,800.00 $36,000.00 86 INLET, M10 EACH 8 $1,800.00 $14,400.00 87 CATCH BASIN,E7 EACH 1 $1,500.00 $1,500.00 88 CATCH BASIN,K10 EACH 15 $2,500.00 $37,500.00 89 PIPE CATCH BASIN, 18 IN EACH 1 $1,100.00 $1,100.00 90 MANHOLE,C4 EACH 27 $2,500.00 $67,500.00 91 MANHOLE,L4 EACH I $7,500.00 $7,500.00 92 MANHOLE,J4 EACH 8 $3,000.00 $24,000.00 93 CATCH BASIN,M10 EACH 15 $2,100.00 $31,500.00_ STRUCTURE,REINFORCED CONCRETE THREE-SIDED 94 SECTIONS,240 IN X 72 IN LET 244 $2,500.00 $610,000.00 95 SANITARY STRUCTURES,ADJUST TO GRADE EACH 2 $1,500.00 $3,000.00 96 PUMP-AROUND EACH 3 $4,000.00 $12,000.00 97 ROAD CLOSURE SIGN ASSEMBLY EACH 16 $359.00 $5,744.00 98 DETOUR ROUTE MARKER ASSEMBLY EACH 39 $85.00 $3.315.00 99 CONSTRUCTION SIGN,A EACH 14 $212.00 $2,968.00 BID-7 CARMEL PROJECT#10-10 DESCRIPTION:Illinois Street Extension-BASE BID 11/20/2013 ITEM NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL 100 MAINTAINING TRAFFIC LS 1 $50,000.00 $50,000.00 101 BARRICADE,Ill-B LET 432 $17.00 $7,344.00 102 DECORATIVE STREET SIGN ASSEMBLY EACH 7 $1,425.00 $9,975.00 103 SIGN POST,SQUARE,TYPE 1,REINFORCED ANCHOR BASE LFT 577 $11.00 $6,347.00 104 SIGN,SHEET,WITH LEGEND 0.080 IN THICKNESS SET 164 $14.00 $2,296.00 105 SIGN,SHEET,WITH LEGEND 0.100 IN THICKNESS SFr 207 $15.00 $3,105.00 106 DECORATIVE STREET LIGHTING,WIRING AND INSTALLATION EACH 21 $8,875.00 $186,375.00 107 CABLE INTERDUCT LFT 4953 $10.50 $52,006.50 108 LIGHTING POWER DISTRIBUTION PANEL EACH 2 $5,200.00 $10,400.00 109 HANDHOLE,LIGHTING EACH 18 $600.00 $10,800.00 110 CONDUIT,STEEL,GALVANIZED,2 IN LET 653 $10.50 $6,856.50 2261 111 WIRE,NO 6 COPPER IN PLASTIC DUCT, IN CONDUIT 4 1/C LFT 653 $7.25 $4,734.25 653 112 WIRE, NO 6 COPPER IN PLASTIC DUCT,IN TRENCH,4 1/C LET 2361 $7.25 $17,117.25 113 HANDHOLE EACH 18 $850.00 $15,300.00 114 TRANSVERSE MARKING,THERMOPLASTIC,"SHARKS TEETH" LET 203 $10.15 $2,060.45 LINE,THERMOPLASTIC,BROKEN,WHITE, 12 IN,3 FT STRIPE- 115 3FTGAP LFT 291 $3.75 $1,091.25 LINE,THERMOPLASTIC,BROKEN,WHITE,6 IN,3 FT STRIPE- 116 3FT GAP LET 130 $1.90 $247.00 PAVEMENT MESSAGE MARKING,THERMOPLASTIC,FISHOOK 117 LANE INDICATION ARROW EACH 18 $165.00 $2,970.00 TRANSVERSE MARKING THERMOPLASTIC CROSSWALK,WHITE 118 24" LET 820 $4.60 $3,772.00 119 LINE,THERMOPLASTIC, BROKEN,WHITE,4 IN LET 1762 $1.20 $2,114.40 120 LINE,THERMOPLASTIC,SOLID,WHITE,4 IN. LET 2848 $0.51 $1,452.48 121 LINE,THERMOPLASTIC,SOLID,YELLOW,4 IN LFT 2400 $0.51 $1,224.00 VRVLI'LIV1 I'c IAut PiHhr1 V9, I ntKnlLrLH1 IL, LAINIt 122 INDICATION ARROW EACH 18 $87.00 $1,566.00 123 SNOWPLOWABLE RAISED PAVEMENT MARKER EACH 3 $300.00 $900.00 LANDSCAPING DESIGN QUANTITIES 124 GENERAL CONDITIONS LS 1 $200.00 $200.00 125 IMPORTED FILL CY 1811 $2.00 $3,622.00 126 GRADING CY 9759 $9.00 $87,831.00 127 ASPHALT SURFACE COURSE TON 259 $82.00 $21,238.00 128 ASPHALT INTERMEDIATE COURSE TON 345 $67.00 $23,115.00 129 7153 CRUSHED LIMESTONE TON 704 $22.00 $15,488.00 130 36"RCP STORMWATER PIPE LF 305 $60.00 $18,300.00 131 CONCRETE END SECTION EA 8 $1,600.00 $12,800.00 132 6 FOOT PRECAST WALL SYSTEM LF 2010 $150.00 $301,500.00 BID-8 CARMEL PROJECT#10-10 DESCRIPTION:Illinois Street Extension-BASE BID 11/20/2013 ITEM NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL 20143 133 B FOOT PRECAST WALL SYSTEM LF 250 $170.00 $42,500.00 134 SEGMENTAL BLOCK WALL FF 567 $35.00 $19,845.00 135 IRRIGATION SYSTEM LS 1 ' $97,500.00 $97,500.00 136 OVERSIZED COBBLE STONE CY 63 $100.00 $6,300.00 137 LARGE MERAMEC STONE CY 127 $90.00 $11,430.00 138 STONE BARK CY 97 $130.00 $12,610.00 139 RIP RAP CY 29 $87.87 $2,548.23 0 140 MESIC PRAIRIE MIX AC 0.24 $3,820.00 $916.80 3 141 LOW STATURE PRAIRIE MIX AC 2.55 $3,155.00 $8,045.25 142 YARROW SEED AC 1 $1,960.00 $1,960.00 143 CREEPING RED FESCUE SF 13495 $0.10 $1,349.50 144 TURF SEED SF 63367 $0.10 $6,336.70 29 145 GINKGO(MALE) EA 26 $400.00 $10,400.00 146 SWAMP WHTI'EOAK EA 12 $360.00 $4,320.00 147 RED OAK EA 37 $330.00 $12,210.00 148 DOWNYSERVICEBERRY EA 51 $160.00 $8,160.00 63 149 KOUSADOGWOOD EA 71 $190.00 $13,490.00 65 150 EASItRNREDBUD EA 58 $165.00 $9,570.00 151 KWANZAN CHERRY EA 97 $165.00 $16,005.00 23 152 WHITE PINE EA 22 $185.00 $4,070.00 153 BLACK CHOKEBERRY EA 41 $45.00 $1,845.00 797 154 KARL FOERSTER REED GRASS EA 834 $23.00 $19,182.00 94 155 ARTIC FIRE DOGWOOD EA 96 $37.00 $3,552.00 156 GREY OWL JUNIPER EA 308 $37.00 $11,396.00 330 157 HAMELN DWARF FOUNTAIN GRASS EA 167 $15.00 $2,505.00 158 NINEBARK EA 47 $40.00 $1,880.00 159 DAPPLED WILLOW EA 34 $40.00 $1,360.00 3117 160 DWARF DELPHINIUM EA 2570 $4.20 $10,794.00 409 161 KIM'S KNEE HIG CONEFLOWER EA 956 . $14.00 $13,384.00 . 162 JOLYENE NICHOLE DAYLILY EA 604 $13.60 $8,214.40 4770 163 EVERGREEN CANDYTUFT EA 4935 $4.20 $20,727.00 164 BLACK EYED SUSAN EA 706 $14100 $9,884.00 165 TEMPORARY SILT FENCE LF 5750 $1.25 $7,187.50 166 EROSION CONTROL BLANKET SF 26030 $0.20 $5,206.00 B10-9 CARMEL PROJECT#10-10 DESCRIPTION:Illinois Street Extension-BASE BID 11120/2013 ITEM NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL 167 INLET PROTECTION EA 8 $150.00 $1,200.00 168 PEDESTRIAN STOP SIGN EA 2 $200.00 $400.00 169 18 IN THERMOPLASTIC STOP BAR LF 10 $4.60 $46.00 170 WEED BARRIER FABRIC SF 23258 $0.18 $4,186.44 171 DOUBLE SHREDDED HARDWOOD MULCH CY 334 $60.00 $20,040.00 172 STEEL EDGING LF 3070 $5.25 $16,117.50 173 AUSTRIAN PINES(PINES NIGRA) EACH 8 $230.00 $1,840.00 BASE BID TOTAL: $6.223,000.00 BID-10 CARMEL PROJECT#10-10 DESCRIPTION:Illinois Street Extension-Alternate Bid A 11/20/2013 ITEM NO. DESCRIPTION UNIT QUANTITIES UNIT PRICE TOTAL I CONSTRUCTION ENGINEERING LS 1 $4,839.64 $4,839.64 2 MOBILIZATION AND DEMOBILIZATION LS 1 $30,000.00 $30,000.00 3 CLEARING RIGHT OF WAY L5 I $5,000.00 $5,000.00 4 CURB,CONCRETE, REMOVE LFT 113 $5.00 $565.00 5 CURB AND GUTTER,REMOVE LET 3,647 $5.00 $18,235.00 6 INLET,REMOVE EACH I $305.20 $305.20 7 LIGHT STANDARD AND FOUNDATION,REMOVE EACH 5 $700.00 $3,500.00 7A LIGHT STANDARD,REMOVE EACH B $545.29 $4,362.32 8 PIPE,ABANDON AND GROUT FILL LFT 100 $30.00 $3,000.00 9 EXCAVATION,COMMON CYS 4,386 $12.00 $52,632.00 TEMPORARY EROSION&SEDIMENT CONTROL,CURB 10 INLET PROTECTION EACH 10 $85.00 $850.00 11 TEMPORARY SILT FENCE LFT 862 $1.25 $1,077.50 12 NO 2 STONE TON 25 $27.00 $675.00 13 SUBGRADE TREATMENT,TYPE I 5YS 8,220 $5.50 $45,210.00 14 SUBGRADETREATMENT,TYPE ILIA SYS 85 $16.50 $1,402.50 15 STRUCTURAL BACKFILL,TYPE 1 CYS 200 $25.00 $5,000.00 16 CHEMICAL MODIFICATION, SOILS SYS 1,644 $5.00 $8,220.00 17 COMPACTED AGGREGATE,NO,53,BASE TON 284 $18.00 $5,112.00 18 COARSE AGGREGATE,NO 8 TON 10 $22.00 $220.00 19 MILLING,ASPHALT, 11/2 IN SYS 10,542 $4.00 $42,168.00 20 PROFILOGRAPH,HMA LS 1 $1.00 $1.00 21 HMA,INTERMEDIATE,TYPE C,OG, 19.0 mm TON 1,076 $47.00 $50,572.00 22 HMA SURFACE,TYPE A TON 54 $118.00 $6,372.00 23 HMA SURFACE,TYPE C TON 1,458 $65.00 $94,770.00 24 HMA INTERMEDIATE,TYPE A TON 165 $71.00 $11,715.00 25 HMA INTERMEDIATE,TYPE C TON 916 $54.00 $49,464.00 26 HMA BASE,TYPE C TON 2,468 $45.00 $111,060.00 27 ASPHALT FOR TACK COAT TON 9.8 $540.00 $5,292.00 28 CURB RAMP,CONCRETE,C SYS 18 $150.00 $2,700.00 29 CURB RAMP,CONCRETE, K SYS 12 $152.00 $1,824.00 30 CURB AND GU I I tR,TYPE II LET 2,339 $13.00 $30,407.00 31 CURB AND GUTTER,TYPE III LET 1,155 $12.50 $14,437.50 32 PCCP FOR APPROACHES,9 IN SYS 70 $66.00 $4,620.00 33 MOBILIZATION AND DEMOBILIZATION FOR SEEDING EACH 1 $200.00 $200.00 34 SEED MIXTURE,T LBS 296 $1.35 $399.60 35 MULCHING MATERIAL TON 4.0 $400.00 $1,600.00 BID-11 CARMEL PROJECT#10-10 DESCRIPTION:Illinois Street Extension-Alternate Bid A 11/20/2013 ITEM NO. DESCRIPTION UNIT QUANTITIES UNIT PRICE TOTAL 36 WATER kGAL 38.2 $1.00 $38.20 37 TOPSOIL CYS 795 $30.00 $23,850.00 38 SODDING,NURSERY SYS 9,535 $2.74 $26,125.90 39 PIPE,REINFORCED CONCRETE,CIRCULAR 12 IN LFT 367 $30.00 $11,010.00 40 PIPE,REINFORCED CONCRETE,CIRCULAR 18 IN LFT 40 $35.00 $1,400.00 41 PIPE,REINFORCED CONCRETE,CIRCULAR 21 IN LET 8 $50.00 $400.00 42 PIPE,REINFORCED CONCRETE,CIRCULAR 24 IN LFT 24 $42.00 $1,008.00 43 VIDEO INSPECTION FOR PIPE LET 439 S1.50 $658.50 44 PIPE,TYPE 4 CIRCULAR 6 IN LET 2,339 $6.35 $14,852.65 45 AGGREGATE FOR UNDERDRAINS CYS 211 $40.00 $8,440.00 46 GEOTEXTILES FOR UNDERDRAIN SYS 2,105 $1.00 52,105.00 47 CASTING,ADJUST TO GRADE EACH 2 $400.00 $800.00 48 INLET,CAP EACH 2 $400.00 $800.00 49 INLET,310 EACH 5 $1,800.00 $9,000.00 50 INLET,M10 EACH 1 $1,800.00 $1,800.00 51 MANHOLE,04 EACH 1 $2,500.00 $2,500.00 52 MANHOLE,710 EACH 4 $3,000.00 $12,000.00 53 ROAD CLOSURE SIGN ASSEMBLY EACH 7 $359.00 $2,513.00 54 DETOUR ROUTE MARKER ASSEMBLY EACH 16 $85.00 $1,360.00 55 CONSTRUC1HON SIGN,A EACH 6 $212.00 $1,272.00 56 MAINTAINING TRAFFIC LS 1 $4,500.00 $4,500.00 57 BARRICADE,III-B LET 228 $17.00 $3,876.00 58 SIGN POST,SQUARE,TYPE I,REINFORCED ANCHOR BASE LET 81 $11.00 $891.00 59 SIGN,SHEET,WITH LEGEND 0.080 IN THICKNESS SFT 34 $14.00 $476.00 60 SIGN,SHEET,WITH LEGEND 0.100 IN THICKNESS sr 17 $15.00 $255.00 5 61 DECORATIVE STREET LIGHTING,WIRING AND INSTALLATION EACH 13 $8,300.00 $107,900.00 62 CABLE INTERDUCT LFT 813 $10.50 $8,536.50 63 HANDHOLE,LIGHTING EACH 4 $600.00 $2,400.00 64 CONDUIT,STEEL,GALVANIZED,2 IN LET 94 $10.50 $987.00 65 WIRE,NO 6 COPPER IN PLASTIC DUCT, IN TRENCH,4 1/C LET 759 $7.25 $5,502.75 66 HANDHOLE EACH 7 $850.00 • $5,950.00 67 WIRE,N 06 COPPER IN PLASTIC DUCT,IN CONDUIT 4 1/C LET 94 $7.25 $681.50 68 TRANSVERSE MARKING THERMOPLASTIC CROSSWALK,WHITE 24" LET 90 $4.60 $414.00 69 LINE,THERMOPLASTIC,BROKEN,WHITE,4 IN LET ' 275 $1.20 S330.00 70 LINE,THERMOPLASTIC,SOLID,WHITE,4 IN. LET 245 50.51 - $124.95 71 LINE,THERMOPLASTIC,SOLID,YELLOW,4 IN LFT 1,274 $0.51 $649.74 BID-12 CARMEL PROJECT#10-10 DESCRIPTION:Illinois Street Extension-Alternate Bid A 11/20/2013 ITEM NO. DESCRIPTION UNIT QUANTITIES UNIT PRICE TOTAL 72 TRANSVERSE MARKING,THERMOPLASTIC,STOP LINE, 24 IN LFT 103 $4.60 $473.80 73 PAVEMENT MESSAGE MARKING,THERMOPLASTIC,LANE INDICATION ARROW EACH 4 $87.00 $348.00 74 PAVEMENT MESSAGE MARKING,THERMOPLASTIC,(ONLY) EACH 2 $117.00 $234.00 75 SNOWPLOWABLE RAISED PAVEMENT MARKER EACH 4 $300.00 $1,200.00 76 SIGNAL SUPPORT FOUNDATION,36 IN X 144 IN EACH 2 $2,100.00 $4,200.00 77 SIGNAL STRAIN POLE,STEEL,30 FT EACH 2 $4,500.00 $9,000.00 78 HANDHOLE,SIGNAL EACH 5 $875.00 $4,375.00 79 CONDUIT,STEEL,GALVANIZED,2 IN,UNDERGROUND LFT 354 $10.50 $3,717.00 80 SIGNAL CABLE,1C/14 GA LFT 3,129 $0.15 $469.35 81 CONTROLLER AND CABINET,MASTER,MENU DRIVEN,8 PHASE EACH 1 $8,665.00 $8,665.00 82 TRAFFIC SIGNAL HEAD,3 FACE,12 IN RED,AMBER,GREEN EACH 5 $620.00 $3,100.00 1KAYY/I.Sr1YHL I1CHU,7 I-Alt,IL IN KtU,HMbtk,bKttIV,HMOtK 83 ARROW,GREEN ARROW EACH 1 $925.00 $925.00 84 SPAN,CATENARY,AND TETHER EACH 1 $1,700.00 $1,700.00 85 DISCONNECT HANGER EACH 1 $275.00 $275.00 86 SIGNALCABLE,SC/14GA LFT 341 $1.50 $511.50 87 SIGNAL CABLE,7C/14GA LET 131 $1.65 $216.15 88 SIGNAL CABLE,3C/BGA LFT 12 $2.50 $30.00 89 SIGNAL CABLE,2C/16GA.,SHIELDED LFT 855 $0.75 $641.25 90 SIGNAL DETECTOR HOUSING EACH 7 $850.00 $5,950.00 91 SAW CUT FOR ROADWAY LOOP AND SEALANT LFT 1,113 $6.00 $6,678.00 92 CONTROLLER CABINET FOUNDATION,P1 EACH 1 $1,025.00 $1,025.00 93 SIGNAL SERVICE EACH 1 $800.00 $800.00 94 LOOP DETECTOR DELAY AMPLIFIER,2 CHANNEL EACH 7 $250.00 $1,750.00 95 MISCELLANEOUS EQUIPMENT FOR TRAFFIC SIGNALS LS 1 $500.00 $500.00 ALTERNATE BID A TOTAL:: $940,000.00 BID-13 • CARMEL PROJECT#10-10 DESCRIPTION:Illinois Street Extension-Alternate Bid B 11/20/2013 ITEM NO. DESCRIPTION UNIT QUANTITIES UNIT PRICE TOTAL 1 CONSTRUCTION ENGINEERING LS 1 $13,982.44 $13,982.44 2 MOBILIZATION AND DEMOBILIZATIOf, LS 1 $2,000.00 $2,000.00 3 CLEARING RIGHT OF WAY 1_5 1 $18,000.00 $18,000.00 4 EXCAVATION,COMMON CYS 1,711 $14.00 $23,954.00 5 TEMPORARY SILT FENCE LET 433 $2.00 $866.00 6 SUBGRADE TREATMENT,TYPE IIIA SYS 1,010 $16.50 $16,665.00 7 STRUCTURAL BACKFILL,TYPE 2 CYS 522 $25.00 $13,050.00 B STRUCTURAL BACKFILL,TYPE 3 CYS 135 $32.00 $4,320.00 9 HMA SURFACE,TYPE B TON 63 $95.00 $5,985.00 10 HMA INTERMEDIATE,TYPE B TON 107 $94.00 $10,058.00 11 ASPHALT FOR TACK COAT TON 0.2 $540.00 $108.00 12 GUARDRAIL END TREATMENT,I EACH 4 $888.56 $3,554.24 13 GUARDRAIL,W-BEAM,6 FT3 IN SPACING LFT 100 $39.94 $3,994.00 14 HANDRAIL,PEDESTRIAN LFT 90 $149.86 $13,487.40 15 PCCP FOR APPROACHES,9 IN SYS 67 $54.01 $3,618.67 16 MOBILIZATION AND DEMOBILIZATION FOR SEEDING EACH 1 $200.00 $200.00 17 EROSION CONTROL BLANKET SYS 11,864 $2.00 $23,728.00 18 GEOTEXTILES SYS 175 $1.11 $194.25 19 RIPRAP,REVETMENT TON 194 $45.00 $8,730.00 20 SEED MIXTURE,T LBS 74 $20.00 $1,480.00 21 MULCHING MATERIAL TON 1.0 $500.00 $500.00 22 WATER kGAL 11 $1.00 $11.00 23 TOPSOIL CYS 224 $30.00 $6,720.00 24 SODDING,NURSERY SYS 2,684 $3.50 $9,394.00 25 PUMP-AROUND EACH 1 $2,000.00 $2,000.00 S I KU I UKt,KtINrUKLLU LONCKE I L I HKtt-SIUtI 26 SECTIONS,288 IN X 96 IN in 42 $3,200.00 $134,400.00 ALTERNATE BID B TOTAL: $321,000.00 TOTAL PROJECT: $7,484,000.00 • Milestone Contractors,L.P.By SUBMITTED BY: Contractors United,Inc.-General Partner SIGNATURE:}odd ',� r�y - TIRE: Director of Estimating-_-_ _ - 5950 South Belmont Menue ADDRESS: Indianapolis,IN 46217 - - • BID-14 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 OCTOBER 22, 2013 #2 OCTOBER 30, 2013 #3 NOVEMBER 14 , 2013 BID-1S PART 5 EXCEPTIONS Instructions To Bidders: 5.1 The Bidder shall filly state each exception taken to the Specifications or other Contract Documents in Section 5.3 of this Part. 5.1 Bidder is cautioned that any exception taken by Bidder and deemed by O17'5VE'R 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 • • BID-16 BID PROPOSAL SUMMARY PAGE Complete the following information and place as the cover page to your bid packet. Insert all documents into an envelope with project name and your company name clearly marked on the outside. Seal the envelope. Company: Crider& Crider, Inc. Project Name: Illinois Street Extension Date Submitted: 11/20'13 Base Bid Amount: s6,022,190 34 Alternate Bid A Amount: $974,680.49 Alternate Bid B Amount: $262,875.83 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 fully and accurately filled in and completed and notarized. Project: Illinois Street Extension - City of Carmel Project#10-10 Proposal For Construction of: Construction of Illinois Street beginning at Spring Mill Rd and continuing to a point 800 feet north of 106`x' St., including roundabouts at Spring Mill Rd. and 106th Street. Landscaping of Illinois Street beginning at Spring Mill Rd and continuing to a point 800 feet south of 1166 St. Date: 11/20/13 To: City of Carmel, Indiana,Board of Public Works and Safety BID-1 PART 1 BIDDER INFORMATION (Print) 1.1 Bidder Name: Crider & Crider, Inc. 1 .2 Bidder Address: Street Address: 1 900 S. Liberty Drive City: Bloomington State: IN Zip: 47403 Phone: (317)334-0758 Fax: (317)334-1158 1.3 Bidder is wan (Mark one] Individual Partnership X Indiana Corporation Foreign (Out of State) Corporation; State: Joint Venture Other 1.4 (The following must be answered V 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 Cannel, 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, 1958] .1 Corporation Name: Crider &Crider,Inc. .2 Address: 1900 S. Liberty Drive, Bloomington, IN 47403 .3 Date registered with State of Indiana: 12-18-1992 .4 Indiana Registered Agent: Name: Address: BED-2 PART 2 BED 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 Six Million, twenty two thousand, one hundred ninety and thirty four cents Dollars (36,022,190.34 ), 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-underthe Contract. Alternate Bid A 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 Nine hundred seventy four thousand, six hundred eighty and forty nine cents Dollars (5 974,680.49 ). 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. Alternate Bid B 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 times) 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 BID-3 the Contract Items as stated in Part 3 hereof, which Unit Prices, when multiplied by estimated unit quantities for such Contract Items,total Two hundred sixty two thousand, eight hundred seventy five and eighty three cents Dollars {$ 262,875,83 ). 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. • B 10-4 PART 3 CONTRACT ITEMS AND UNIT PRICES CARMEL PROJECT#10-10 DESCRIPTION:Illinois Street Extension-BASE BID 11/20/2013 ITEM NO1 DESCRIPTION I UNIT 1 QUANITY I UNIT PRICE I TOTAL ROADWAY DESIGN QUANTITIES 1 CONSTRUCTION ENGINEERING L5 1 $ 380,000.00 $ 380,000.00 2 MOBILIZATION AND DEMOBILIZATION LS 1 $ 250,000.00 $ 250,000.00 3 CLEARING RIGHT OF WAY LS 1 5 . 75,000.00 $ 75,000.00 4 PAVEMENT REMOVAL SYS 623 $. 10.00 $ 6,230.00 5 PAVED SIDE DITCH, REMOVE LFT 64 $ 5.00 $ 320.00 6 CURB, CONCRETE, REMOVE LFT 106 $ 5.00 $ 530.00 7 CURB AND GUTTER, REMOVE LFT 7078 $ 5.00 $ 35,390.00 8 INLET, REMOVE EACH 19 $ 400.00 $ 7,600.00 9 GUARDRAIL END TREATMENT, REMOVE EACH 2 $ 307.04 $ 614.08 10 MAILBOX ASSEMBLY, REMOVE EACH 2 $ 10.00 $ 20.00 11 LIGHT STANDARD AND FOUNDATION, REMOVE EACH 9 $ 125.00 $ 1,125.00 12 PIPE, REMOVE LFT 848 $ 10.00 $ 8,480.00 13 EXCAVATION, COMMON CYS 43326 $ 15.00 $ 649,890.00 14 BORROW CYS 4842 $ 0.10 $ 484.20 TEMPORARY EROSION &SEDIMENT CONTROL,CURB $ 85.00 $ 5,355.00 15 INLET PROTECTION EACH 63 16 TEMPORARY CHECK DAM, REVETMENT RIPRAP TON 56 $ 40.00 $ 2,240.00 17 TEMPORARY DITCH INLET PROTECTION EACH 4 $ 85.00 $ 340.00 18 TEMPORARY MULCHING TON 1 $ 700.00 $ 700.00 19 TEMPORARY SEDIMENT TRAP TON 115 $ 40.00 $ 4,600.00 20 TEMPORARY SILT FENCE LFT 5250 $ 1.25 $ 6,562.50 21 NO 2 STONE TON 200 $ 25.00 $ 5,000.00 22 SUBGRADE TREATMENT,TYPE I SYS 28644 $ 1.25 $ 35,805.00 23 SUBGRADE TREATMENT,TYPE IIIA SYS 1876 $ 10.00 $ 18,760.00 24 STORMWATER QUALITY STRUCTURE, 1.0 CFS EACH 2 $ 25,000.00 $ 50,000.00 25 STORM WATER QUALITY STRUCTURE, 1.6 CFS EACH 1 $ 30,000.00 $ 30,000.00 26 STORM WATER QUALITY STRUCTURE, 3.0 CFS EACH 1 $ 45,000.00 $ 45,000.00 27 STRUCTURAL BACKFILL,TYPE 1 CYS 5111 $ 30.00 $ 153,330.00 28 STRUCTURAL BACKFILL,TYPE 2 CYS 2474 $ 40.00 $ 98,960.00 29 CHEMICAL MODIFICATION,SOILS SYS 2210 $ 5.00 $ 11,050.00 30 COMPACTED AGGREGATE, NO. 53, BASE TON 2206 $ 20.00 $ 44,120.00 31 COARSE AGGREGATE, NO 8 TON 20 $ 40.00 $ 800.00 BID- 5 CARMEL PROJECT#10-10 DESCRIPTION'Illinois Street Extension-BASE BID 11/20/2013 'TEM NO DESCRIPTION UNIT QUANITY ' UNIT PRICE TOTAL 32 COMPACTED AGGREGATE, NO. 53 TON 194 $ 30.00 $ 5,820.00 33 MILLING, ASPHALT, 11/2 IN SYS 578 $ 10.00 $ 5,780,00 35 HMA, INTERMEDIATE,TYPE C,OG, 19,0 rnm TON 3339 $ 46.00 $ 153,594.00 36 HMA SURFACE,TYPE A TON 304 $ 70.00 $ 21,280.00 37 HMA SURFACE,TYPE C TON 1812 $ 73.00 $ 132,276.00 38 HMA INTERMEDIATE, TYPE A .TON 940 $ 64.00 $ 60,160.00 39 HMA INTERMEDIATE,TYPE C TON 3002 $ 53.00 $ 159,106.00 40 HMA BASE,TYPE C TON 8296 $ 46.00 $ 381,616.00 41 HMA FOR APPROACHES,TYPE B TON 832 $ 64.00 $ 53,248.00 42 ASPHALT FOR TACK COAT TON 23 $ 540.00 $ 12,420.00 43 CONCRETE PAVEMENT,TRUCK ARPON, 7 " SYS ,766 $ 40.00 $ 30,640.00 44 GUARDRAIL, REMOVE LFT 146 $ 7.55 $ 1,102.30 45 GUARDRAIL END TREATMENT, OS EACH 2 $ 2,469.64 $ 4,939.28 46 GUARDRAIL, W]BEAM, 6 FT3IN SPACING LFT 157 $ 21.18 $ 3,325.26 47 CURB,CONCRETE,STRAIGHT LET 595 $ 18.00 $ 10,710.00 48 CURB RAMP, CONCRETE, C SYS 133 $ 149.00 $ 19,817.00 49 CURB RAMP, CONCRETE, L SYS 125 $ 152.00 $ 19,000.00 50 HANDRAIL, PEDESTRIAN - LET 328 $ 145.51 $ 47,727.28 51 CURB AND GUTTER,TYPE II LFT 7038 $ 12.50 $ 87,975.00 52 CURB AND GUTTER,TYPE Ill LFT 5713 $ 13.00 $ 74,269,00 53 CURB, MODIFIED, ROLL LFT 674 $ 22.00 $ 14,828.00 54 PCCP FOR APPROACHES,9 IN SYS 261 $ 55.00 $ 14,355.00 55 MAILBOX ASSEMBLY, SINGLE - EACH 1 $ 159.76 $ 159.75 56 GEOTEXTILES SYS 1479 5 2.00 $ 2,958.00 57 RIPRAP, REVETMENT TON 1219 $ 30.00 $ 36,570.00 58 SCREENING WALL LS 1 $ 89,900.00 $ 89,900.00 59 MOBILIZATION AND DEMOBILIZATION FOR SEEDING EACH 5 $ 200.00 $ 1,000.00 60 EROSION CONTROL BLANKET SYS 2909 $ 1.17 $ 3,403.53 61 SEED MIXTURE,T LBS 1904 $ 1.35 $ 2,570.40 62 MULCHING MATERIAL TON 24 $ 400.00 $ 9,600.00 63 WATER kGAL 265 $ 1.00 $ 265.00 64 TOPSOIL CYS 5563 $ 5.00 $ 27,815.00 65 SODDING, NURSERY SYS 66217 $ 2.74 $ 181,434.58 BID-6 CARMEL PROJECT#10-10 DESCRIPTION:Illinois Street Extension-BASE BID 11/20/2013 ITEM NO DESCRIPTION UNIT QUANITY UNIT PRICE TOTAL 66 IRRIGATION CONDUIT, PVC,4 IN. LFT 401 $ 10.50 $ 4,210.50 67 FIELD OFFICE, C MOS 16 $ 2,000.00 $ 32,000.00 STRUCTURE, REINFORCED CONCRETE BOX SECTIONS,9 FT $ 74,500.00 68 X 3 FT LFT 149 $ 500.00 69 PIPE, REINFORCED CONCRETE,CIRCULAR 12 IN LFT 2341 $ 25.00 $ 58,525.00 70 PIPE, REINFORCED CONCRETE,CIRCULAR 15 IN LFT 691 $ 30.00 $ . 20,730.00 71 PIPE, REINFORCED CONCRETE, CIRCULAR 18 IN LFT 1674 $ 35.00 $ 58,590.00 72 PIPE, REINFORCED CONCRETE, CIRCULAR 24 IN LFT 593 $ 40.00 $ 23,720.00 73 PIPE, REINFORCED CONCRETE, CIRCULAR 30 IN LFT 86 $ 50.00 $ 4,300.00 74 PIPE, REINFORCED CONCRETE, CIRCULAR 36 IN LFT 208 $ 60.00 $ 12,480.00 75 PIPE, REINFORCED CONCRETE, CIRCULAR 54 IN LFT 170 $ 125.00 $ 21,250.00 76 PIPE, REINFORCED CONCRETE, CIRCULAR 60 IN LFT . 40 $ 170.00 $ 6,800.00 77 VIDEO INSPECTION FOR PIPE LFT 5545 $ 0.70 $ 3,881.50 78 PIPE,TYPE 4 CIRCULAR 6IN LFT 7038 $ 5.00 $ 35,190.00 79 AGGREGATE FOR UNDERDRAINS CYS 633 $ 35.00 $ 22,155.00 80 VIDEO INSPECTION FOR UNDERDRAINS LFT 6000 $ 0.70 $ 4,200.00 81 GEOTEXTILES FOR UNDERDRAIN SYS 6334 $ 1.00 $ 6,334.00 82 INLET, CAP EACH 2 $ 500.00 $ 1,000.00 83 INLET, E7 EACH 1 $ 1,500.00 $ 1,500.00 84 INLET, F7 EACH 1 $ 1,500.00 $ 1,500.00 85 INLET,J10 EACH 20 $ 2,000.00 $ 40,000.00 86 INLET, M10 EACH 8 $ 2,000.00 $ 16,000.00 87 CATCH BASIN, E7 EACH 1 $ 2,000.00 $ 2,000.00 88 CATCH BASIN, K10 . EACH 15 $ 2,000.00 $ 30,000.00 89 PIPE CATCH BASIN, 18 IN EACH 1 $ 1,000.00 $ 1,000.00 90 MANHOLE, C4 EACH 27 $ 2,300.00 $ 62,100.00 91 MANHOLE, L4 EACH 1 $ 8,000.00 $ 8,000.00 92 MANHOLE,J4 EACH 8 $ 3,500.00 $ 28,000.00 93 CATCH BASIN, M10 EACH 15 $ 2,000.00 $ 30,000.00 STRUCTURE, REINFORCED CONCRETE THREE-SIDED 94 SECTIONS, 240 IN X 72 IN LFT 244 $ 2,200.00 $ 536,800.00 95 SANITARY STRUCTURES, ADJUST TO GRADE EACH 2 $ 500.00 $ 1,000.00 96 PUMP]AROUND EACH 3 $ 1,250.00 $ 3,750.00 97 ROAD CLOSURE SIGN ASSEMBLY EACH 16 $ 359.00 $ 5,744.00 98 DETOUR ROUTE MARKER ASSEMBLY EACH 39 $ 85.00 $ 3,315.00 99 CONSTRUCTION SIGN,A EACH 14 $ 212.00 $ 2,968.00 BID-7 CARMEL PROJECT#10-10 DESCRIPTION:Illinois Street Extension-BASE BID 11/20/2013 ITEM NO DESCRIPTION UNIT QUANITY UNIT PRICE TOTAL 100 MAINTAINING TRAFFIC LS 1 $ 75,000.00 $ 75,000.00 101 BARRICADE, III-B LFT 432 $ 17.00 $ 7,344.00 102 DECORATIVE STREET SIGN ASSEMBLY EACH 7 $ 1,425.00 $ 9,975.00 103 SIGN POST,SQUARE,TYPE 1, REINFORCED ANCHOR BASE LFT 577 $ 11.00 $ 6,347.00 104 SIGN,SHEET,WITH LEGEND 0.080 IN THICKNESS SET 164 $ 14.00 $ 2,296.00 105 SIGN,SHEET, WITH LEGEND 0.100 IN THICKNESS SET 207 . $ 15.00 $ 3,105.00 106 DECORATIVE STREET LIGHTING,WIRING AND INSTALLATIC EACH 21 $ 8,875.00 $ 186,375.00 107 CABLE INTERDUCT LFT 4953 $ 7.50 $ 37,147.50 108 LIGHTING POWER DISTRIBUTION PANEL EACH 2 $ 5,200.00 $ 10,400.00 109 HANDHOLE, LIGHTING EACH 18 $ 600.00 $ 10,800.00 110 CONDUIT, STEEL, GALVANIZED, 2 IN LFT 653 $ 10.50 $ 6,856.50 111 WIRE, NO 6 COPPER IN PLASTIC DUCT, IN CONDUIT 4 1/C LFT 653 $ 7.25 $ 4,734.25 112 WIRE, NO 6 COPPER IN PLASTIC DUCT, IN TRENCH, 4 1/C LFT 2361 $ 7.25 $ 17,117.25 113 HANDHOLE EACH 18 $ 650.00 $ 11,700.00 114 TRANSVERSE MARKING,THERMOPLASTIC, SHARKS TEETH' LFT 203 $ 10.15 $ 2,060.45 LINE,THERMOPLASTIC, BROKEN, WHITE, 12IN,3 FT 115 STRIPE-3FT GAP LFT 291 $ 3.75 $ 1,091.25 LINE,THERMOPLASTIC, BROKEN,WHITE, 6IN,3 FT 116 STRIPE-3FT GAP LFT 130 $ 1.90 $ 247,00 PAVEMENT MESSAGE MARKING,THERMOPLASTIC, 117 FISHOOK LANE INDICATION ARROW EACH 18 $ 165.00 $ 2,970.00 TRANSVERSE MARKING THERMOPLASTIC CROSSWALK, 118 WHITE 24" LFT 820 $ 4.60 $ 3,772.00 119 LINE,THERMOPLASTIC, BROKEN,WHITE,4 IN LFT 1762 $ 1.20 $ 2,114.40 120 LINE,THERMOPLASTIC, SOLID,WHITE,4 IN. LFT 2848 $ 0.51 $ 1,452.48 121 LINE,THERMOPLASTIC, SOLID, YELLOW,4 IN LFT 2400 $ 0.51 $ 1,224.00 PAVEMENT MESSAGE MARKING,THERMOPLASTIC, LANE 122 INDICATION ARROW EACH 18 $ 87.00 $ 1,566.00 123 SNOWPLOWABLE RAISED PAVEMENT MARKER EACH 3 $ 300.00 $ 900.00 LANDSCAPING DESIGN QUANTITIES 124 GENERAL CONDITIONS LS 1 $ 75,000.00 $ 75,000.00 125 IMPORTED FILL CY 1811 $ 1.00 $ 1,811.00 126 GRADING CY 9759 $ 2.00 $ 19,518.00 127 ASPHALT SURFACE COURSE TON 259 $ 82.00 $ 21,238.00 128 ASPHALT INTERMEDIATE COURSE TON 345 $ 67.00 $ 23,115.00 129 #53 CRUSHED LIMESTONE TON 704 $ 20.00 $ 14,080.00 130 36" RCP STORMWATER PIPE LF 305 $ 55.00 $ 16,775.00 131 CONCRETE END SECTION EA 8 $ 2,500.00 $ 20,000.00 132 6 FOOT PRECAST WALL SYSTEM LF 2010 $ 110.00 $ 221,100.00 BID-8 CARMEL PROJECT#10-10 DESCRIPTION:Illinois Street Extension-BASE BID 11/20/2013 ITEM NO DESCRIPTION UNIT QUANITY UNIT PRICE TOTAL 133 8 FOOT PRECAST WALL SYSTEM LE 250 $ 135.00 $ 33,750.00 134 SEGMENTAL BLOCK WALL FF 567 $ 35.00 $ 19,845.00 135 IRRIGATION SYSTEM LS 1 $ 97,700.00 $ 97,700.00 136 OVERSIZED COBBLE STONE CY 63 $ 100.00 $ 6,300.00 137 LARGE MERAMEC STONE CY 127 $ 90.00 $ 11,430.00 138 STONE BARK CY 97 $ 130.00 $ 12,610.00 139 RIP RAP CY 29 $ 70.00 $ 2,030.00 140 MESIC PRAIRIE MIX AC 0.24 $ 3,820.00 $ 916.80 141 LOW STATURE PRAIRIE MIX AC 2.55 $ 3,155.00 $ 8,045.25 142 YARROW SEED AC 1 $ 1,960.00 $ 1,960.00 143 CREEPING RED FESCUE SF 13495 $ 0.10 $ 1,349.50 144 TURF SEED SF 63367 $ ' 0.10 $ 6,336.70 145 GINKGO(MALE) EA 26 $ 400.00 $ 10,400.00 146 SWAMP WHITE OAK EA 12 $ 360.00 $ 4,320.00 147 RED OAK EA 37 $ 330.00 $ 12,210.00 148 DOWNY SERVICEBERRY EA 51 $ 160.00 $ 8,160.00 149 KOUSA DOGWOOD EA 71 $ 190.00 $ 13,490.00 150 EASTERN REDBUD EA 58 $ 165.00 $ 9,570.00 151 KWANZAN CHERRY EA 97 $ 165.00 $ 16,005.00 152 WHITE PINE EA 22 $ 185.00 $ 4,070.00 153 BLACK CHOKEBERRY EA 41 $ 45.00 $ 1,845.00 154 KARL FOERSTER REED GRASS EA 834 $ 23.00 $ 19,182.00 155 ARTIC FIRE DOGWOOD EA 96 $ 37.00 $ 3,552.00 156 GREY OWLJUNIPER EA 308 $ 37.00 $ 11,396.00 157 HAMELN DWARF FOUNTAIN GRASS EA 167 $ 15.00 $ 2,505.00 158 NINEBARK EA 47 $ 40.00 $ 1,880.00 159 DAPPLED WILLOW EA 34 $ 40.00 $ 1,360.00 160 DWARF DELPHINIUM EA 2570 $ 4.20 $ 10,794.00 161 KIM'S KNEE HIG CONEFLOWER EA 956 $ 14.00 $ 13,384.00 162 JOLYENE NICHOLE DAYLILY EA 604 $ 13.60 $ 8,214.40 163 EVERGREEN CANDYTUFT EA 4935 $ 4.20 $ 20,727.00 164 BLACK EYED SUSAN EA 706 $ 14.00 $ 9,884.00 165 TEMPORARY SILT FENCE LF 5750 $ 1.25 $ 7,187.50 166 EROSION CONTROL BLANKET SF 26030 $ 0.20 $ 5,206.00 BID-9 CARMEL PROJECT#10-10 DESCRIPTION:Illinois Street Extension-BASE BID 11/20/2013 ITEM NO DESCRIPTION UNIT QUANITY UNIT PRICE TOTAL 167 INLET PROTECTION EA 8 $ 150.00 $ 1,200.00 168 PEDESTRIAN STOP SIGN EA 2 $ 200.00 $ 400.00 169 18 IN THERMOPLASTIC STOP BAR LF 10 $ 4.60 $ 46.00 170 WEED BARRIER FABRIC SF 23258 $ 0.18 $ 4,186.44 171 DOUBLE SHREDDED HARDWOOD MULCH CY 334 $ 60.00 $ 20,040.00 172 STEEL EDGING LF 3070 $ 5.25 $ 16,117.50 173 AUSTRIAN PINES(PINES NIGRA) EA 8 $ 230.00 $ 1,840.00 BASE BID TOTAL: $ 6,022,190.34 BID-10 CARMEL PROJECT 7#10-10 DESCRIPTION:Illinois Street Extension-Alternate Bid A 11/20/2013 ITEM NO DESCRIPTION UNIT QUANITY UNIT PRICE TOTAL 1 CONSTRUCTION ENGINEERING LS 1 $ 35,000.00 $ 35,000.00 2 MOBILIZATION AND DEMOBILIZATION LS 1 $ 65,000.00 $ 65,000.00 3 CLEARING RIGHT OF WAY LS 1 $ 20,000.00 $ 20,000.00 4 CURB,CONCRETE, REMOVE LFT 113 $ 5.00 $ 565.00 5 CURB AND GUTTER, REMOVE LFT 3,647 $ 5.00 $ 18,235.00 6 INLET, REMOVE EACH 1 $ 500.00 $ 500.00 7 LIGHT STANDARD AND FOUNDATION, REMOVE EACH 5 $ 125.00 $ 625.00 7A LIGHT STANDARD, REMOVE EACH 8 $ 125.00 $ 1,000.00 8 PIPE,ABANDON AND GROUT FILL LFT 100 $ 15.00 $ 1,500.00 9 EXCAVATION, COMMON CYS 4,386 $ 20.00 $ 87,720.00 TEMPORARY EROSION &SEDIMENT CONTROL,CURB 10 INLET PROTECTION EACH 10 $ 85.00 $ 850.00 11 TEMPORARY SILT FENCE LFT 862 $ 1.25 $ 1,077.50 12 NO 2 STONE TON 25 $ 20.00 $ 500.00 13 SUBGRADE TREATMENT,TYPE I SYS 8,220 $ 1.50 $ 12,330.00 14 SUBGRADE TREATMENT,TYPE IIIA SYS 85 $ 10.00 $ 850.00 15 STRUCTURAL BACKFILL,TYPE 1 CYS 200 $ 30.00 $ 6,000.00 16 CHEMICAL MODIFICATION,SOILS SYS 1,644 $ . 4.00 $ 6,576.00 17 COMPACTED AGGREGATE, NO. 53, BASE TON 284 $ 25.00 $ 7,100.00 18 COARSE AGGREGATE, NO 8 TON 10 $ 40.00 $ 400.00 19 MILLING,ASPHALT, 11/2 IN SYS 10,542 $ 1.50 $ 15,813.00 20 PROFILOGRAPH, HMA LS 1 $ 1.00 $ 1.00 21 HMA, INTERMEDIATE,TYPE C, OG, 19.0 mm TON 1,076 $ 47.00 $ 50,572.00 22 HMA SURFACE,TYPE A TON 54 $ 118.00 $ 6,372.00 23 HMA SURFACE,TYPE C TON 1,458 $ 65.00 $ 94,770.00 24 HMA INTERMEDIATE,TYPE A TON 165 $ 71.00 $ 11,715.00 25 HMA INTERMEDIATE,TYPE C TON 916 $ 54.00 $ 49,464.00 26 HMA BASE,TYPE C TON 2,468 $ 45.00 $ 111,060.00 27. ASPHALT FOR TACK COAT TON 9.8 $ 540.00 $ 5,292.00 28 CURB RAMP, CONCRETE, C SYS 18 $ 150.00 $ 2,700.00 29 CURB RAMP,CONCRETE, K SYS 12 $ 152.00 $ 1,824.00 30 CURB AND GUTTER,TYPE II LFT 2,339 $ 13.00 $ 30,407.00 31 CURB AND GUTTER,TYPE III LFT 1,155 $ 12.50 $ 14,437.50 32 PCCP FOR APPROACHES, 9 IN SYS 70 $ 56.00 $ 3,920.00 33 MOBILIZATION AND DEMOBILIZATION FOR SEEDING EACH 1 $ 200.00 $ 200.00 34 SEED MIXTURE,T LBS 296 $ 1.35 $ 399.60 35 MULCHING MATERIAL TON 4 $ 400.00 $ 1,600.00 BID-11 CARMEL PROJECT#10-10 DESCRIPTION:Illinois Street Extension-Alternate Bid A 11/20/2013 ITEM NO DESCRIPTION UNIT QUANITY UNIT PRICE TOTAL 36 WATER kGAL 38.2 $ 1.00 $ 38.20 37 TOPSOIL CYS 795 $ 5.00 $ 3,975.00 38 SODDING, NURSERY SYS 9,535 $ 2.74 $ 26,125.90 39 PIPE, REINFORCED CONCRETE, CIRCULAR 12 IN LFT 367 $ 25.00 $ 9,175.00 40 PIPE, REINFORCED CONCRETE, CIRCULAR 18 IN LFT 40 $ 40.00 $ 1,600.00 41 PIPE, REINFORCED CONCRETE, CIRCULAR 21 IN LFT 8 $ 70.00 $ .560.00 42 PIPE, REINFORCED CONCRETE, CIRCULAR 24 IN LFT 24 $ 70.00 $ 1,680.00 43 VIDEO INSPECTION FOR PIPE LFT 439 $ 0.70 $ 307.30 44 PIPE,TYPE 4 CIRCULAR 6 IN LFT 2,339 $ 6.00 $ 14,034.00 45 AGGREGATE FOR UNDERDRAINS CYS 211 $ 40.00 $ 8,440.00 46 GEOTEXTILES FOR UNDERDRAIN SYS 2,105 $ 1.00 $ 2,105.00 47 CASTING,ADJUST TO GRADE EACH 2 $ 500.00 $ 1,000.00 48 INLET,CAP EACH 2 $ 500.00 $ 1,000.00 49 INLET,J10 EACH S $ 2,000.00 $ 10,000.00 50 INLET, M10 EACH 1 $ 2,000.00 $ 2,000.00 51 MANHOLE,C4 EACH 1 $ 2,200.00 $ 2,200.00 52 MANHOLE,110 EACH 4 . $ 3,000.00 $ 12,000.00 53 ROAD CLOSURE SIGN ASSEMBLY EACH 7 $ 359.00 $ 2,513.00 54 DETOUR ROUTE MARKER ASSEMBLY EACH 16 $ 85.00 $ 1,360.00 55 CONSTRUCTION SIGN,A EACH 6 $ 212.00 $ 1,272.00 56 MAINTAINING TRAFFIC LS 1 $ 15,000.00 $ 15,000.00 57 BARRICADE, III]B LFT 228 $ 17.00 $ 3,876.00 58 SIGN POST,SQUARE,TYPE 1, REINFORCED ANCHOR BASE LFT 81 $ 11.00 $ 891.00 59 SIGN,SHEET,WITH LEGEND 0.080 IN THICKNESS SIT 34 $ 14.00 $ 476.00 60 SIGN,SHEET, WITH LEGEND 0.100 IN THICKNESS SFT 17 $ 15.00 $ 255.00 61 DECORATIVE STREET LIGHTING,WIRING AND INSTALLATIC EACH 13 $ 8,300.00 $ 107,900.00 62 CABLE INTERDUCT LET 813 $ 7.50 $ 6,097.50 63 HANDHOLE, LIGHTING EACH 4 $ 600.00 $ 2,400.00 64 CONDUIT, STEEL,GALVANIZED, 2 IN LFT 94 $ 10.50 $ 987,00 65 WIRE, NO 6 COPPER IN PLASTIC DUCT, IN TRENCH, 4 1/C LFT 759 $ 7.25 $ 5,502.75 66 HANDHOLE EACH 7 $ 650.00 $ 4,550.00 67 WIRE, NO 6 COPPER IN PLASTIC DUCT, IN CONDUIT 4 1/C LFT 94 $ 7.25 $ 681.50 TRANSVERSE MARKING THERMOPLASTIC CROSSWALK, 68 WHITE 24 " LFT 90 $ 4.60 $ 414.00 69 LINE,THERMOPLASTIC, BROKEN,WHITE,4 IN LFT 275 $ 1.20 $ 330.00 70 LINE,THERMOPLASTIC,SOLID, WHITE,4 IN. LFT 245 $ 0.51 $ 124.95 71 LINE,THERMOPLASTIC,SOLID, YELLOW, 4 IN LFT 1,274 $ 0.51 $ 649.74 BID-12 CARMEL PROJECT#10-10 DESCRIPTION:Illinois Street Extension-Alternate Bid A 11/20/2013 ITEM NO DESCRIPTION UNIT QUANITY UNIT PRICE TOTAL 72 TRANSVERS MARKING,THERMOPLASTIC, STOP LINE, 24 IN LFT 103 $ 4.60 $ 473.80 PAVEMENT MESSAGE MARKING,THERMOPLASTIC, LANE 73 INDICATION ARROW EACH 4 $ 87.00 $ 348.00 74 PAVEMENT MESSAGE MARKING,THERMOPLASTIC, (ONLY EACH 2 $ . , 117.00 $ 234.00 75 SNOWPLOWABLE RAISED PAVEMENT MARKER EACH 4 $ 300.00 $ 1,200.00 76 SIGNAL SUPPORT FOUNDATION,36 IN X 144 IN EACH 2 $ 2,100.00 $ 4,200.00 77 SIGNAL STRAIN POLE, STEEL, 30 FT EACH 2 $ 4,500.00 $ 9,000.00 78 HANDHOLE,SIGNAL EACH 5 $ 875.00 $ 4,375.00 79 CONDUIT,STEEL, GALVANIZED, 2 IN, UNDERGROUND LFT 354 $ 10.50 $ 3,717.00 80 SIGNAL CABLE 1C/14 GA LFT 3,129 $ 0.15 $ 469.35 CONTROLLER AND CABINET, MASTER, MENU DRIVEN, 8 81 PHASE EACH 1 $ 8,665.00 $ 8,665.00 . 82 TRAFFIC SIGNAL HEAD,3 FACE, 12 IN RED,AMBER,GREEN EACH 5 $ 620.00 $ 3,100.00 TRAFFIC SIGNAL HEAD,5 FACE, 12 IN RED,AMBER, 83 GREEN, AMBER ARROW,GREEN ARROW EACH 1 $ 925.00 $ 925.00 84 SPAN,CATENARY,AND TETHER EACH 1 $ 1,700.00 $ 1,700.00 85 DISCONNECT HANGER EACH 1 $ 275.00 $ 275.00 86 SIGNAL CABLE, SC/14GA LFT 341 $ 1.50 $ 511.50 87 SIGNAL CABLE 7C/14GA LFT 131 $ 1.65 $ 216.15 88 SIGNAL CABLE, 3C/8GA LFT 12 $ 2.50 $ 30.00 89 SIGNAL CABLE 2C/16GA.,SHIELDED LFT 855 $ 0.75 $ 641.25 90 SIGNAL DETECTOR HOUSING EACH 7 $ 850.00 $ 5,950.00 91 SAW CUT FOR ROADWAY LOOP AND SEALANT LFT 1,113 $ 6.00 $ 6,678.00 92 CONTROLLER CABINET FOUNDATION, P1 EACH 1 $ 1,025.00 $ 1,025.00 93 SIIGNAL SERVICE EACH 1 $ 800.00 $ 800.00 94 LOOP DETECTOR DELAY AMPLIFIER,2 CHANNEL EACH 7 $ 250.00 $ 1,750.00 95 MISCELLANEOUS EQUIPMENT FOR TRAFFIC SIGNALS LS 1 $ 500.00 $ 500.00 ALTERNATE BID A TOTAL: $ 974,680.49 BID-13 CARMEL PROJECT#10-10 DESCRIPTION:Illinois Street Extension-Alternate Bid B 11/20/201.3 ITEM NO DESCRIPTION UNIT QUANITY UNIT PRICE TOTAL 1 CONSTRUCTION ENGINEERING LS 1 $ 5,000.00 $ 5,000.00 2 MOBILIZATION AND DEMOBILIZATION LS 1 $ 10,000.00 $ 10,000.00 3 CLEARING RIGHT OF WAY LS 1 $ 10,000.00 $ 10,000.00 4 EXCAVATION,COMMON CYS 1,711 $ 10.00 $ 17,110.00 5 TEMPORARY SILT FENCE LFT 433 $ 1.25 $ 541.25 6 SUBGRADE TREATMENT,TYPE IIIA SYS 1,010 $ 10.00 $ 10,100.00 7 STRUCTURAL BACKFILL,TYPE 2 CYS 522 $ 40.00 $ 20,880.00 8 STRUCTURAL BACKFILL,TYPE 3 CYS 135 $ 60.00 $ 8,100.00 9 HMA SURFACE,TYPE B TON 63 $ 95.00 $ 5,985.00 10 HMA INTERMEDIATE,TYPE B TON 107 $ 94.00 $ 10,058.00 11 ASPHALT FOR TACK COAT TON 0.2 $ 540.00 $ 108.00 12 GUARDRAIL END TREATMENT, I EACH 4 $ 888.56 $ 3,554.24 13 GUARDRAIL, W]BEAM,6 FT 3 IN SPACING LFT 100 $ 39.94 $ 3,994.00 14 HANDRAIL, PEDESTRIAN LFT 90 $ 149.86 $ 13,487.40 15 PCCP FOR APPROACHES,9 IN SYS 67 $ 56.00 $ 3,752.00 16 MOBILIZATION AND DEMOBILIZATION FOR SEEDING EACH 1 $ 200.00 $ 200.00 17 EROSION CONTROL BLANKET. SYS 11,864 $ 1.17 $ 13,880.88 18 GEOTEXTILES SYS 175 $ 2.00 $ 350.00 19 RIPRAP, REVETMENT TON 194 $ 35.00 $ 6,790.00 20 SEED MIXTURE,T LBS 74 $ 1.35 $ 99.90 21 MULCHING MATERIAL TON 1 $ 400.00 $ 400.00 22 WATER kGAL 11 $ 1.00 $ 11.00 23 TOPSOIL CYS 224 $ 5.00 $ 1,120.00 24 SODDING, NURSERY SYS 2,684 $ 2.74 $ 7,354.16 25 PUMP-AROUND EACH 1 $ 5,000.00 $ 5,000.00 STRUCTURE, REINFORCED CONCRETE THREE-SIDED 26 SECTIONS, 288 IN X 96 IN LFT 42 $ 2,500.00 $ 105,000.00 ALTERNATE BID B TOTAL $ 262,875.83 TOTAL PROJECT: , $ 7,259,746.66 SUMBITED BY: •iirram Lang SIGNATURE: , ging`'a TITLE: Area anager ADDRESS: 4806 West 86th BID-14 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 # Z 1013013 St 3 11'i4 las BID-15 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 Bid being rejected as non-responsive. 5.3 Exceptions: �coN� BID-16 NOTICE TO BIDDERS City of Carmel, Indiana Notice is hereby given that the Board of Public Works and Safety for the City of Carmel, Hamilton County, Indiana will receive sealed bids for the "Illinois Street Extension - City of Carmel Project #10-10 Project" at the office of the Clerk Treasurer, One Civic Square, Cannel, Indiana (City Half) 10:00 AM Local Time on or before November 20, 2013, and commencing as soon as practicable thereafter on the same date such bids will be publicly opened and read aloud in the Council Chambers of City Hall. No late bids will be accepted. All bids and proposals shall be properly and completely executed on the proposal forms provided with the plans and specifications, which will include the non-collusion affidavit as required by the State of Indiana. The bid envelope must be sealed and have the words "BID — Illinois Street Extension City of Carmel Project#10-10. A bid bond or certified check in an amount not less than ten percent (10%) of the amount bid must be submitted with each bid. A one hundred percent (100%) performance and payment bond will also be required of the successful bidder. It is intended that each bidder shall be prepared to enter promptly into a contract and begin work without delay following a Notice to Proceed in the event the award is made to him. It is anticipated that Notice to Proceed will be given on March 19, 2014. A pre-bid meeting has been scheduled for Tuesday, November 12, 2013 at 10:30 a.m. in the Caucus Room on the 2"d Floor of Carmel City Hall (One Civic Square). Any contractors planning to submit bids on this project are invited to attend this meeting. The pre-bid meeting is mandatory. The Project consists of, but is not necessarily limited to, the following: Construction of Illinois Street beginning at Spring Mill Rd. and continuing to a point 800 feet north of 106th St., including roundabouts at Spring Mill Rd. and 106th Street Landscaping of Illinois Street beginning at Spring Mill Rd and continuing to a point 800 feet south of 116th St. Contract Documents for the Project have been assembled into one bound project manual, which together with drawings, may be examined at the following location: United Consulting 1625 N. Post Rd. Indianapolis, IN 46219 317-895-2585 Complete hardcopy sets of bidding documents can be obtained from Eastern Engineering Supply, 9901 Allisonville Road, Fishers, IN 46038, for a non-refundable fee of $150.00 for each complete set. Complete electronic (pdf) sets of bidding documents can be obtained through the Eastern Engineering Plan room, http://distibution.easternenqineerinq.com, for a non-refundable fee of $75.00 for each J l9u W a o a CITY o - ARMEL I AINAIln, A'IA)c_rr, LETTER OF TRANSMITTAL Date: November 27, 2013 To: Sandy Johnson Clerk Treasurer's Office From: Michael McBride Dept. of Engineering City of Carmel, Indiana RE: Bid Packets for Illinois Street Extension from Spring Mill to 106th Street — Project #10-10 Enclosed please find 5 (5) bid packets for Illinois Street Extension Project #10-10 The Lowest Bidder is combined bid with E&B Paving/Gradex Inc. total bid amount $6,748,270.63 Contractor Base Bid Alternate Bid A Alternate Bid B E&B/Gradex $5,549,192.30 $955,375.37 $243,702.96 Crider & Crider $6,022.190.34 $974,680.49 $262,875.83 Milestone $6,223,000.00 $940,000.00 $321,000.00 Rieth-Riley $6,532,252.81 $1,117,399.59 $258,402.25 Engeldow $320,674.00 $0 $0 I71iP,1E,Illli m OF EN(f IN F:I:!dN r7 OH. C;I,D. ti„IAII, �,vkykl*_i.. TN4(D32 Olan,r. ;317,-Cl2Hi1 FAx ;17.5712=i `J I;ALAII. i,lsin,z:riI, :IIIrn=Lin_prs Illinois Street Extension: Spring Mill Road to 106th Street City of Carmel - Project No. 10-10 Bid Opening: Noventher 20, 2013,10:00 am Base Bid - Construction of Proposed Roundabouts at Spring Mill Road and 106th Street along Illinois Street/Realignment of Illinois Alt Bid A- Construction of Proposed Signalized"I"Intersection at 103rd Street and Illinois Street Alt Bid B - Construction of Alternate Drive Access for Pittman Parcel (Access to 106th Street) "' Low Bidder"" DESCRIPTION ENGINEER'S ESTIMATE CRIDER&CRIDER EGa PAYING/GRADEX.!NC IV MILESTONE REITH-RILEY Part 1 N/A X X X X Part 2 N/A X X X X Part 3 See Below See Below See Below See Below See Below Part 4 N/A X X X x Part 5 N/A X X X X Part 6 N/A X X X Form 96 Not Provided Part 7 N/A X X X X Part 8 N/A X X X Part 9 N/A X X X X Bid Bond N/A X X X X BID SUMMARY Base Bid $6,526,371.48 $6,022,190.34 $5,549,192.30 $6,223,000.00 $6,532,252.81 Alternate Bid A $1,042,477.48 $974,680.49 $955,375.37 $940,000.00 $1,117,399.59 Alternate Bid B $219,022.41 $262,875.83 $243,702.96 $321,000.00 $258,402.25 Total Bid $7,787,871.37 $7,259,746.66 $6,748,270.63 $7,484,000.00 $7,908,054.65 Certified By: •ssss�vs.m tc0 r1r',. , Rl/ ' Signed: 2 ,/. y1-. /� 4.06�3 s. ;tj tsTF,gios William R. Curtis, P.E. = No. PE10505665 _ Registered Professional Engineer _*' STATE OF _*— State of Indiana No.: PE10505.665 :r'if,,, DNA;t`Ga�s`• • NOTICE TO BIDDERS City of Carmel, Indiana Notice is hereby given that the Board of Public Works and Safety for the City of Carmel, Hamilton County, Indiana will receive sealed bids for the 'Illinois Street Extension - City of Carmel Project #10-10 Project" at the office of the Clerk Treasurer, One Civic Square, Carmel, Indiana (City Hall) 10:00 AM Local Time on or before November 20, 2013, and commencing as soon as practicable thereafter on the same date such bids will be publicly opened and read aloud in the Council Chambers of City Hall. No late bids will be accepted. All bids and proposals shall be properly and completely executed on the proposal forms provided with the plans and specifications, which will include the non-collusion affidavit as required by the State of Indiana. The bid envelope must be sealed and have the words "BID — Illinois Street Extension City of Carmel Project #10-10. A bid bond or certified check in an amount not less than ten percent (10%) of the amount bid must be submitted with each bid. A one hundred percent (100%) performance and payment bond will also be required of the successful bidder. It is intended that each bidder shall be prepared to enter promptly into a contract and begin work without delay following a Notice to Proceed in the event the award is made to him. It is anticipated that Notice to Proceed will be given on March 19, 2014. A pre-bid meeting has been scheduled for Tuesday, November 12, 2013 at 10:30 a.m. in the Caucus Room on the god Floor of Carmel City Hall (One Civic Square). Any contractors planning to submit bids on this project are invited to attend this meeting. The pre-bid meeting is mandatory. The Project consists of, but is not necessarily limited to, the following: Construction of Illinois Street beginning at Spring Mill Rd. and continuing to a point 800 feet north of 106th St, including roundabouts at Spring Mill Rd. and 106th Street. Landscaping of Illinois Street beginning at Spring Mill Rd and continuing to a point 800 feet south of 116th St. Contract Documents for the Project have been assembled into one bound project manual, which together with drawings, may be examined at the following location: United Consulting 1625 N. Post Rd. Indianapolis, IN 46219 317-895-2585 Complete hardcopy sets of bidding documents can be obtained from Eastern Engineering Supply, 9901 Allisonville Road, Fishers, IN 46038, for a non-refundable fee of $150.00 for each complete set. Complete electronic (pdf) sets of bidding documents can be obtained through the Eastern Engineering Plan room, http://distibution.easternengineering.com, for a non-refundable fee of $75.00 for eacr complete set. Checks shall be submitted to Eastern Engineering Supply and shall be made payable to Eastern Engineering Supply. Bidders shall assure that they have obtained complete sets of drawings and Contract Documents and shall assume the risk of any errors or omissions in bids prepared in reliance on incomplete sets of drawings and Contract Documents. This Project will be funded by the City of Carmel. Wage rates for the Project shall not be less than the current prescribed scale of wages as determined by the Common Construction Wage Committee in accordance with I.C. 5-16-7 and included in the Project Manual. For special accommodations needed by handicapped individuals planning to attend the pre-bid meeting or public bid opening, please call or notify the city of Carmel, Engineer's Office, at (317) 571-2441 at least forty-eight (48) hours prior thereto. No bidder may withdraw any bid or proposal within a period of thirty (60) days following the date set for receiving bids or proposals. The Carmel Board of Public Works and Safety reserves the right to hold any or all bids or proposals for a period of not more than thirty (60) days and said bids or proposal shall remain in full force and effect during said period. The City of Carmel reserves the right to reject and/or cancel any and all bids, solicitations and/or offers in whole or in part as specified in the solicitations when it is not in the best interests of the governmental body as determined by the purchasing agency in accordance with IC 5-22-18-2 Diana L. Cordray Clerk-Treasurer ilu,k/go/ LA T7:W7S7oV Company Amount Alternative Alternative /D// .5ro,✓1 C'o,✓raci es 6213 6cD 9yo0oo 3)7 a-tt CR0Elee etde, 1,9,0a/ icy/I' city wb vy 26, L Pc-83 Hitt 3 a-a, (0 '7_44444 sc (1 e�6 �v, � 5 , s' y7, igf0 773S, X37 2Vj72