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E&B Paving/Eng/CO5/331,022.33/Illinois Street Ext.
TO: E&B Paving, Inc. 17042 Middletown Avenue Noblesville,. IN 46060, UH 1, t:. 1 /L1/1U16 PROJECT. NAME: .10-10 Illinois St. Ext. CITY REQ. NO.: CITY PO NO.i 2529:7. CITY PO DATE: (2/1812013 L. You are:directed to make the following changes in this Contract: pj Add additional items and adjust/balance existing.items to:construct revised profile of lines PR=A3, PR S -1=K and PR S -2-A plus subgrade:changes and adjustinents for winter; work due: to.utility.delays and added -street lighting repair for.existin'g Superior Street lighting. Also increases as.a: result of utility delays .from 2014 -year construction to 2016 landscapeconstruction completion. SCHEDULED ADJUSTMENT ITEM- AMOUNT (+) OR (-1 DAYS See detail'6f items andaumma .. of chan ed .costs in attached exhibit. _. TOTAL OF CHANGE ORDER:ITEMS $311,022.33' p 365Days IL The following.referenced'Documents further describe the changes outlined in- Paragraph I; and arc: to be considered a part -of this Change Order: R: F.P.: n/a -: W.D.C. NO.: n/a Other: By Request from the City -of Carmel.per Progress meeting minutes and proposals included herein The changes: result in the following adjustment. of 'Contract and Contract Time: - Contract;Price prior to this Change Order $6.767:122A3 Contract Price will be: increased/decreased by. this Change:Order $311;022.33 New Contract`Pri,ce including this Change Order $7,078.144.36 Contract Time prior to this .Change Order 426 Days 6/1/2015:--Completion.Date Net increased resulting from this Change Order 365 -'Days Current Contract Time including this Change Order 791 Days:: 6/l/2016, Completion Date *'365 days is completion_ date of June;), 2016;for Landscape and Final: Completion although transportation portion is complete. This Change Order is :for full and. final settlement of all direct,. indirect, impact costs. and time': . extensions incurred,at any time. result ing.from the performance of:the changed. work. The Above Changes Are Recommended The Above Changes Are Accepted CROSSROAD ENGINEERS E&B Paving, Inc.'.. ENGINEER CONTRACTOR: 3417 Sherman Drive 17042 Middletown Avenue Address Address Beech Grove, IN 46107 Noblesville, IN 46060. City/Stat /Zip City/State ip Phone: 317-780-1555.. Phcf c: 317-773-4137 Date: (a Date: CITY OF CARMEL 10-10 I1inois Street Extension Project CHANGE ORDER #5 TABLE Item Number Descri Eon a Unit Unit Price Original QuantityAmount Original Final Quani Final Amount Over/Under 4 PAVEMENTREMOVAL SYS $10.00 623 $6,230.00 43.98 $439.80 -$5,790.20 5 PAVED SIDE DITCH, REMOVE LFT $8.00 64 $512.00 96 $768.00 $256.00 6 CURB, CONCRETE, REMOVE LFT $5.00 106 $530.00 0 $0.00 -$530.00 11 LIGHT STANDARD AND FOUNDATION, REMOVE EA 1 $300.00 9 $2,700.00 13 $3,900.00 $1,200.00 12 PIPE, REMOVE LFT $16.50 848 $13,992.00 1396.6 $23,043.90 $9,051.90 13 EXCAVATION, COMMON CYS $7.15 43326 $309,780.90 44722.3 $319,764.45 $9,983.55 14 BORROW CYS $1.00 4842 $4,842.00 5504 $5,504.00 $662.00 16 TEMPORARY CHECK DAM, REVETMENT RIPRAP TON $26.50 170 $4,505.00 308.01 $8,162.27 $3,657.27 18 TEMPORARY MULCHING TON $700.00 12 $8,400.00 20.64 $14,448.00 $6,048.00 19 TEMPORARY SEDIMENT TRAP TON $26.50 115 $3,047.50 60.28 $1,597.42 -$1,450.08 20 TEMPORARY SILT FENCE LFT $1.25 5250 $6,562.50 6383.9 $7,979.88 $1,417.38 21 NO2STONE TON $17.25 300 $5,175.00 707.84 $12,210.24 $7,035.24 22 SUBGRADE TREATMENT, TYPE IA SYS $6.25 28644 $179,025.00 26438.81 $165,242.56 -$13,782.44 23 ISUBGRADE TREATMENT, TYPE INA SYS $6.10 1876 $11,443.60 2466.33 $15,044.61 $3,601.01 27 STRUCTURAL BACKFILL, TYPE CYS $21.15 7585 $160,422.75 4402.95 $93,122.39 -$67,300.36 28 STRUCTURAL BACKFILL, TYPE CYS $27.15 0 $0.00 4094.63 $111,169.20 $111,169.20 29 CHEMICAL MODIFICATION, SOILS SYS $5.45 2210 $12,044.50 1906.1 $10,388.25 -$1,656.26 30 COMPACTED AGGREGATE, NO. 53, BASE TON $20.00 2206 $44,120.00 1835.98 $36,719.60 -$7,400.411 31 COARSE AGGREGATE, NO 8 TON $40.00 20 $800.00 0 $0.00 -$800.00 32 COMPACTED AGGREGATE, NO. 53, TON $30.00 194 $5,820.00 93.19 $2,795.70 -$3,024.30 33 MILLING, ASPHALT, 11/21N SYS $12.50 578 $7,225.00 153.34 $1,916.75 -$5,308.25 36 HMA SURFACE, TYPE TON $86.00 304 $26,144.00 338.16 $29,081.76 $2,937.76 37 HMA SURFACE, TYPE TON $78.00 1812 $141,336.00 1646.05 $128,391.90 -$12,944.10 38 HMA INTERMEDIATE, TYPE A TON $59.00 940 $55,460.00 822.09 $48,503.31 -$6,956.69 39 HMA INTERMEDIATE, TYPE TON $53.00 3002 $159,106.00 3007.85 $159,416.05 $310.05 40 HMA BASE, TYPE TON $52.00 8296 $431,392.00 8593.91 $446,883.32 $15,491.32 41 HMA FOR APPROACHES, TYPE TON $75.00 832 $62,400.00 698.39 $52,379.25 -$10,020.75 43 CONCRETE PAVEMENT, TRUCK APRON, 7" SYS $47.52 766 $36,400.32 788.59 $37,473.80 $1,073.48 47 CURB, CONCRETE, STRAIGHT LFT $14.00 595 $8,330.00 501 $7,014.00 -$1,316.00 48 CURB RAMP, CONCRETE, C SYS $117.00 133 $15,561.00 176.4 $20,638.80 $5,077.80 49 CURB RAMP, CONCRETE,L SYS $106.00 125 $13,250.00 106.25 $11,262.50 -$1,987.50 51 CURB AND GUTTER, TYPE 11 LFT $12.00 7207 $86,484.00 7483.85 $89,806.20 $3,322.20 52 CURB AND GUTTER TYPE III LFT $12.00 5713 $68,556.00 5814.7 $69,776.40 $1,220.40 53 CURB, MODIFIED, ROLL LFT $16.00 674 $10,784.00 670 $10,720.00 -$64.00 54 PCCP FOR APPROACHES, 9 IN. S $45.00 261 $11,745.00 345.44 $15,544.80 $3,799.80 56 GEOTEXTILES SYS $1.12 1479 $1,656.48 3211.22 $3,596.57 $1,940.09 57 RIPRAP, REVETMENT TON $21.00 1219 $25,599.00 1284.03 $26,964.63 $1,365.63 58 SCREENING WALL LS $142,150.00 1 $142,150.00 1.0874224 $154,577.09 $12,427.09 60 EROSION CONTROL BLANKET SYS $1.17 2909 $3,403.53 15600 $18,252.00 $14,848.47 61 SEED MIXTURE, T LBS $1.35 1904 $2,570.40 0 $0.00 -$2,570.40 67 FIELD OFFICE, C MOS $1,500.00 16 $24,000.00 21 $31,500.00 $7,500.00 73 PIPE, REINFORCED CONCRETE, CIRCULAR, 30 IN LFT $76.00 $6 $6,536.00 74 $5,624.00 -$912.00 74 PIPE, REINFORCED CONCRETE, CIRCULAR, 36 1N LFT $87.00 2118 $18,096.017 196.8 $17,121.60 $974.40 75 PIPE, REINFORCED CONCRETE, CIRCULAR, 54 IN LFT $138.00 170 $23,460,00 167 $23,046.00 $414.00 76 PIPE, REINFORCED CONCRETE, CIRCULAR, 60 IN LFT $191.00 40 $7,640.00 14 $2,674.00 -$4,966.00 77 VIDEO INSPECTION FOR PIPE LFT $1.20 5545 $6,654.00 0 $0.00 -$6,654.00 78 PIPE, TYPE 4 CIRCULAR 6 IN LFT $5.20 7038 $36,597.60 5676.5 $29,517.80 -$7,079.80 79 AGGREGATE FOR UNDERDRAINS CYS $32.00 633 $20,256.00 487.85 $15,611.20 -$4,644.80 80 VIDEO INSPECTION FOR UNDERDRAINS LFT $0.95 6000 $5,700.00 0 $0.00 -$5,700.00 81 GEOTEXTILES FOR UNDERDRAIN SYS $1.00 6334 $6,334.00 4119.31 $4,119.31 -$2,214.69 CITY OF CARMEL 10-10 Ilinois Street Extension Project CHANGE ORDER #5 TABLE Item Number Description Unit Unit Price Original Quantity Original Amount Final QuanitV Final Amount Over/Under 95 SANITARY STRUCTURES, ADJUST TO GRADE EA $920.00 2 $1,840.00 6 $5,520.00 $$,660.00 97 ROAD CLOSURE SIGN ASSEMBLY EA $270.00 18 $4,860.00 25 $6,750.00 $1,890.00 99 CONSTRUCTION SIGN,A EA $200.00 14 $2,800.00 25 $5,000.00 $2,200.00 127 ASPHALT SURFACE COURSE TON $87.63 259 $22,696.17 99.03 $8,678.00 -$14,018.17 128 ASPHALT INTERMEDIATE COURSE TON $69.60 345 $24,012.00 298.77 $20,794.39 -$3,217.61 130 36- RCP STORMwATERPIPE LFT $80.00 305 $24,400.00 256 $20,480.00 -$3,920.00 165 TEMPORARY SILT FENCE LFT $1.25 5750 $7,187.50 2366 $2,957.50 -$4,230.00 166 EROSION CONTROL BLANKET SFT $0.20 26030 $5,206.00 50254.73 $10,050.95 $4,844.95 168 PEDESTRIAN STOP SIGN EA $200.00 2 $400.00 1 $200.00 -$200.00 169 18 IN THERMOPLASTIC STOP BAR LFT $6.00 10 $60.00 4 $24.00 -$36.00 A4 CURB, CONCRETE, REMOVE LFT $5.00 113 $565.00 126.5 $632.50 $67.50 A7 LIGHT STANDARD AND FOUNDATION, REMOVE EA $300.00 5 $1,500.00 9 $2,700.00 $1,200.00 AS PIPE, ABANDON AND GROUT FILL LFT $11.00 100 $1,100.00 0 $0.00 -$1,100.00 A9 EXCAVATION, COMMON CYS $23.00 1 4386 $100,878.00 5409.17 $124,410.91 $23,532.91 A10 TEMPORARY EROSION& SEDIMENT CONTROL, CURB INLET PROTECTION EA $85.00 12 $1,020,00 13 $1,105.00 $85,00 All TEMPORARY SILT FENCE LFT $1.25 862 $1,077.50 1104 $1,380.00 $302.50 Al2 NO 2 STONE TON $17.25 25 $431.25 166.74 $2,876.27 $2,445.02 A13 SUBGRADE TREATMENT, TYPE I SYS $6.24 6220 $51,292.80 0 $0.00 -$51,292.80 A14 SU13GRADE TREATMENT, TYPE IIIA SYS 1 $12.00 85 $1,020.00 169 $2,028.00 $1,008.00 A15 STRUCTURAL BACKFILL, TYPE 1 CYS WAS 200 $4,630.00 128 $2,963.20 -$1,666.80 A16 CHEMICAL MODIFICATION, SOILS SYS $5.45 1644 $8,959.80 0 $0.00 -$8,959.80 A17 COMPACTED AGGREGATE, NO. 53, BASE TON $20.00 284 $5,680.00 369.69 $7,393.80 $1,713.80 A18 COARSE AGGREGATE, NO 8 TON $40.00 10 $400.00 0 $0.00 -$400.00 A19 MILLING, ASPHALT, 11/2 IN SYS $0.90 10542 $9,487.80 11625.11 $10,462.60 $974.80 A22 HMA SURFACE, TYPE TON $106.00 54 $5,724.00 78.17 $8,286.02 $2,562.02 A23 HMA SURFACE, TYPE TON $65.00 1458 $94,770.00 1679.55 $109,170.75 $14,400.75 A24 HMA INTERMEDIATE, TYPE TON $68,00 165 $11,220.00 184.97 $12,577.96 $1,357.96 A25 HMA INTERMEDIATE, TYPE TON $52.00 916 $47,632.00 1368.24 $71,148.48 $23,516.48 A26 HMA BASE, TYPE TON $49.00 2468 $120,932.00 2160.38 $105,858.62 -$15,073.38 A28 CURB RAMP, CONCRETE, TYPE C SYS $113.00 18 $2,034.00 31.93 $3,608.09 $1,574.09 A29 CURB RAMP, CONCRETE, TYPE SYS $130.00 12 $1,560.00 49.75 $6,467.50 $4,907.50 A30 CURB AND GUTTER, TYPE 11 LFT $12.00 2604 $31,248.00 3995.5 $47,946.00 $16,698.00 A31 CURB AND GUTTER, TYPE 111 LFT $12.00 1155 $13,860.00 0 $0.00 -$13,860.00 A32 PCCP FOR APPROACHES, 9 IN. SYS $52.00 70 $3,640.00 36 $1,872.00 -$1,768.00 A34 SEED MIXTURE, T LBS $1.35 296 $399.60 0 $0.00 -$399.60 A39 ,IPE, REINFORCED CONCRETE, CIRCULAR 12 LFT $33.25 367 $12,202.75 332 $11,039.00 -$1,163.75 A40 PIPE, REINFORCED CONCRETE, CIRCULAR 18 IN LFT $45.00 40 $1,800.00 36.5 $1,642.50 -$157.50 A41 PIPE, REINFORCED CONCRETE, CIRCULAR 21 IN LFT $76.00 8 $608.00 0 $0.00 $608.00 A42 PIPE, REINFORCED CONCRETE, CIRCULAR 24 1N LFT $60.00 24 $1,440.00 0 $0.00 -$1,440.00 A43 VIDEO INSPECTIO FOR PIPE LFT $2.00 439 $878.00 0 $0.00 -$878.00 A44 PIPE, TYPE 4 CIRCULAR 6 IN LFT $5.20 2339 $12,162.80 28 $145.60 -$12,017.20 A45 AGGREGATE FOR UNDERDRAINS CYS $32.00 211 $6,752.00 2.52 $80.64 -$6,671.36 A46 GEOTEXTILES FOR UNDERDRAIN SYS $0.95 2105 $1,999.75 0 $0.00 -$1,999.75 AS3 ROAD CLOSURE SIGN ASSEMBLY EA $270.00 10 $2,700,00 11 $2,970.00 $270.00 A54 DETOUR ROUTE MARKER ASSEMBLY EA $65.00 16 $1,040.00 15 $975.00 -$65.00 A56 MAINTAINING TRAFFIC LS $6,064.97 1 $6,064.97 1.53 $9,279.40 $3,214.43 A57 BARRICADEJII-B LFT $10.00 228 $2,280.00 248 $2,480.00 $200.00 B5 TEMPORARY SILT FENCE LFT $1.25 433 $541.25 136 $170.00 -$371.25 B6 SU13GRADE TREATMENT, TYPE IIIA SYS $6.10 1 1010 $6,161.00 881 $5,374.10 -$786.90 CITY OF CARMEL 10-10 Ilinois Street Extension Project CHANGE ORDER #5 TABLE Item Number Description P Unit Unit Price Original Quantity Original Amount Final Quani Final Amount Over/Under B7 STRUCTURAL BACKFILL, TYPE 2 CYS $27.15 522 $14,172.30 543.67 $14,760.64 $588.34 B8 STRUCTURAL BACKFILL,TYPE3 CYS $21.15 135 $2,855.25 237.75 $5,028.41 $2,173.16 B9 HMA SURFACE,TYPE B TON $110.00 63 $6,930.00 60.21 $6,623.10 -$306.90 B10 HMA INTERMEDIATE, TYPE TON $45.00 107 $4,815.00 100.08 $4,503.60 -$311.40 B15 PCCP FOR APPROACHES, 9 IN SYS $51.35 67 $3,440.45 97.96 $5,030.25 $1,589.80 B17 EROSION CONTROL BLANKET SYS $1.17 11864 $13,880.88 2906.06 $3,400.09 -$10,480.79 B18 GEOTEXTILES SYS $3.39 175 $593.25 331.67 $1,124.36 $531.11 B19 RIPRAP, REVETMENT TON $35.00 194 $6,790.00 330.83 $11,579.05 $4,789.05 B20 SEED MIXTURE,T LBS $1.35 74 $99.90 0 $0.00 -$99.90 B24 SODDING,NURSERY SYS $3.27 2684 $8,776.68 0 $0.00 -$8,776.68 CO20 C,ogrid SYS $2.94 0 $0.00 5933.28 $17,443.84 $17,443.84 CO21 Fmczcguard40-50 CYS $13.20 0 $0.00 72 $950.40 $950.40 CO22 Frcczcguard20-29 CYS $18.26 0 $0.00 97 $1,771.22 $1,771.22 CO23 TPM Mobilization LS $550.00 0 1 $0.00 1 $550.00 $550.00 CO24 TPM, Paint, Broken White 4IN LF $1.10 0 $0.00 1290 $1,419.00 $1,419.00 CO25 TPM, Paint. Solid White 4 IN LF $1.10 0 $0.00 854 $939.40 $939.40 CO26 TPM, Paint, Solid Ycllow 41N LF $1.10 0 $0.00 4320 $4,752.00 $4,752.00 CO27 TPM, Paint, Stop Linc 24 IN LF $3.30 0 $0.00 67 $221.10 $221.10 CO28 TPM, Paint, Arrow EA $66.00 0 $0.00 3 j $198.00 $198.00 CO29 Utility Conflict Construction Re -Engineering LS $4,768.04 0 $0.00 1 $4,768.04 $4,768.04 C030 9" Comp. #53 Stone TON $18.02 0 $0.00 5309.94 $95,685.12 $95,685.12 C031 BBorrow CYS $15.78 0 $0.00 658.55 $10,391.92 $10,391.92 C032 Utility Delay Winter Paving EWA LS $25,849.13 0 $0.00 1 $25,849.13 $25,849.13 C033 Replace Existing Lighting Fixtures LS $4,355.03 0 $0.00 1 $4,355.03 $4,355.03 C035 Crane Remobilization LS $8,886.49 0 $0.00 1 $8,886.49 $8,886.49 C036 Modified Sign Post Square, type 1 reinforced anchor base LF $15.34 0 $0.00 333 $5,108.22 $5,108.22 C037 Beaty 2014-2015 increases LS $12,738.76 0 $0.00 1 $12,738.76 $12,738.76 C038 Pittman Sanitary lateral LS $60,138.30 0 $0.00 1 $60,138.30 $60,138.30 C039 Medland Wall Extension LS $8,276.75 0 $0.00 1 $8,276.75 $8,276.75 C040 RCP End sections, 12" EA $1,288.61 0 $0.00 3 $3,865.83 $3,865.83 C041 Added Milling Mob LS $1,500.00 0 $0.00 1 $1,500.00 $1,500.00 C042 Reserve Wall Landscaping LS $24,028.08 0 $0.00 1 $24,028.08 $24,028.08 C043 LS $4,47.2,00 0 $0.00 0 $0.00 $0.00 C044 Line Remove LS $633.05 0 $0.00 1 $633.05 $633.05 C045 Re -grade for Sod LS $2,666.00 0 $0.00 1 $2,666.00 $2,666.00 C046 Sanitary Manhole Interior Coating LS $2,838.00 0 $0.00 1 $2,838.00 $2,838.00 C047 Unforeseen Structure Reconstruct LS $2,713.00 0 $0.00 1 1 $2,713.00 $2,713.00 C046 AddedStumpRemoval LS $3,360.80 0 $0.00 1 $3,360.80 $3,360.80 TOTAL OF CHANGE -ORDER ITEMS ; : $311.022.33 ORIGINAL CONTRACT PRICE CHANGE ORDER #1 CHANGE ORDER #2 $6,504,567.67 $16,401.20 $9,761.05 CHANGE ORDER #3 $0.60 CHANGE ORDER #4 $236,391.51 CHANGE ORDER #5 $311,022.33 NEW CONTRACT AMOUNT INCLUDING APPROVED CHANGE ORDERS $7,078,144.36 Recapitulation.xis Recapitulation Illinois Street Extension #10-10 Pricing for Geogrid Installation 10/31/2014 i]�ption Quantity unit unit price material cast materiels unit cos Labor L & E cost unit s Extended Unit cost Equipment Sub Sub Price Equipment and Labor $ $ - $ $ Laborer 6 HR $ $ 41.03 $ 328.24 $ $ Foreman 8 HR $ $ 56.80 $ 454.40 $ $ Matorlals $ $ $ $ Ge rid 3069.56 SYS $ 2.35 $ 7,213,47 $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ Sub Totals $ 7,213.47 IS 782.64 $ 1 1$ Sales Tax Allowable Mark up 12% $ 865.62 20% $ 156.53 0% $ 10% $ 7% $ Sub Totals $ 8,079.08 $ 939.17 $ 1 $ TOTAL = $ 9,018.25 Per SYS C $ 2.94 Construction Fabrics & Grids, Inc. Construction Fabrics & Grids, Inc. 5935 Kopetsky Drive Suite F Indinanapolis, IN 46.217 CEAWRLIMON Mr. Tom Deklyen Gradex,lnc. 12900 North Meridian Street Carmel, IN 46032 USA (317)661-3014 ch.ris@cfabgrid.com http://cfabgrid.com Estimate questions please do not hesitate to give- me a call. Chad Accepted By Accepted Date �zw m-a—arg-, 10/31/2014 2548 12/31/2014 questions please do not hesitate to give- me a call. Chad Accepted By Accepted Date �zw m-a—arg-, CFG Tmck Illinois Street Carmel 10-10 • STRATAGrid S1311 GeoGrid, 13'x 249', 236.12 sy/rl 3069.56 2.35 7,213.47 Tom, Thank vo for the wDortunitv to aunte von nn this nmiant Tfvnjibnut-.PnV 4M Q 7] questions please do not hesitate to give- me a call. Chad Accepted By Accepted Date World -Class 1 / at I Local �' ,1' 'its (. '�� ��l °'. P ♦.. a t�. PI. ;�6 �'. C To: Lance Stahley Phone: 317-439-5515 Date: 11/25/2014 City of Carmel Fax: Job No: 02143279 One Civic Square Project: Illinois St Extension 10-10 Carmel. IN 46033 Location: 106th St and Illinois Street Attn: Lance Stahley City: Carmel The following quoted prices are for additional work that is not a part of our original contract scope of work: DESCRIPTION: Per your request, the attached pricing is for additional work done by Gradex. Item # Description Quantity Unit Unit Price Markup Price/Cys EWA Freezeguard 20-29 degrees 1 cys $ 16.60 $ 1.66 $ 18.26 Freezeguard 30-39 degrees 1 cys $ 14.50 $ 1.45 $ 15.95 Freezeguard 40-50 degrees 1 cys $ 12.00 $ 1.20 $ 13.20 Temperature based on the time of the pour Price per CYS will be added to the total number of CYS used Above additional work to be performed under same conditions as specified in original contract unless otherwise stipulated. Date: Owner or Contractor Signature (Authorized Representative) f We hereby agree to furnish labor and materials - complete in accordance th ve specifications, at the above stated price. E & B Paving, Inc., Authorized Signature i x� �t ,.,_— Date: 11/25/14 THIS IS ADDITIONAL WORK AUTHORIZATION NO. 6 AN EQUAL OPPORTUNITY EMPLOYER 17042 Middletown Ave. - Noblesville, IN 46060 PHONE: 317.773.4132 - FAx: 317.773.4137 www.ebpavinc.com 1-1,RXILI'l, Concrete Prying Materials, Inc. Freezeguard Mixes, Desription & Pricing *Price is added to cost of 6 bag mix or Class A * Mix # Mix Descriation Amhipnt Tpmn_ prirp 13051M 6 Bag Stone Freezeguard 20-24 Degrees $ 32.50 13061M 6 Bag Stone Freezeguard 25-29 Degrees $ 28.00 13071M 6 Bag Stone Freezeguard 30-34 Degrees $ 26.00 13081M 6 Bag Stone Freezeguard 35-39 Degrees $ 24.00 13091M 6 Bag Stone Freezeguard 40-50 Degrees $ 22.50 13151M 6 Bag Stone w/ Type 3 Cement Freezeguard 20-24 Degrees $ 32.50 13161M 6 Bag Stone w/ Type 3 Cement Freezeguard 25-29 Degrees $ 28.00 13171M 6 Bag Stone w/ Type 3 Cement Freezeguard 30-34 Degrees $ 26.00 13181M 6 Bag Stone w/ Type 3 Cement Freezeguard 35-39 Degrees $ 24.00 13191M 6 Bag Stone w/ Type 3 Cement Freezeguard 40-50 Degrees $ 22.50 13251M 6 Bag Gravel Freezeguard 20-24 Degrees $ 32.50 13261M 6 Bag Gravel Freezeguard 25-29 Degrees $ 28.00 13271M 6 Bag Gravel Freezeguard 30-34 Degrees $ 26.00 13281M 6 Bag Gravel Freezeguard 35-39 Degrees $ 24.00 13291M 6 Bag Gravel Freezeguard 40-50 Degrees $ 22.50 13351M 6 Bag Gravel w/ Type 3 Cement Freezeguard 20-24 Degrees $ 32.50 13361M 6 Bag Gravel w/ Type 3 Cement Freezeguard 25-29 Degrees $ 28.00 13371M 6 Bag Gravel w/ Type 3 Cement Freezeguard 30-34 Degrees $ 26.00 13381M 6 Bag Gravel w/ Type 3 Cement Freezeguard 35-39 Degrees $ 24.00 13391M 6 Bag Gravel w/ Type 3 Cement Freezeguard 40-50 Degrees $ 22.50 Curb Machine Mixes 13431M 6 Bag Stone Slip Curb Freezeguard 20-29 Degrees ---F$ 16.60 13441M 6 Bag Stone Slip Curb Freezeguard 30-39 Degrees $ 14.50 13451M 6 Bag Stone Slip Curb Freezeguard 40-50 Degrees $ 12.00 OWNER: CITY OF CARMEL CITY OF CARMEL FIELD ORDER NUMBER #9 DATE: 12/05/2014 PROJECT NAME: Illinois St. Ext. PROJECT NO: 10-10 You are hereby directed to execute promptly this Field Order, which interprets the Contract Documents or orders minor changes in the Work without change in Contract Price or Contract Time. If you consider that a change in Contract Price or Contract Time is required, please submit your itemized proposal to the ENGINEER immediately and before proceeding with this Work. If your proposal is found to be satisfactory and in proper order, this Field Order will in that event be superseded by a Change Order. Description: Provide pricing for temporary pavement markings per INDOT Section 800 to be used in the Alt. Phase A to winter the work if necessary and as directed by OWNER/ENGINEER. Pricing should include the following items and estimated quantities: • Line, Paint, Broken, White, 4 in. — 275 LFT • Line, Paint, Solid, White, 4 in. — 245 LFT • Line, Paint, Solid, Yellow, 4 in. — 1274 LFT • Transverse Marking, Paint, Stop Line, 24" —103 LFT • Pavement Message Marking, Paint, Lane Indication Arrow — 4 EA Attachments: Sheet 68 of Final Construction Details — Revised 11-13-13 CrossRoad Engineers, P.C. ENGINEER: Approved By: Owners Representative Date: IS E&B PAVING.in Cffl�� World -Class Solutions at aLocal Level To: Lance Stahley Phone: 317-439-5515 City of Carmel Fax: One Civic Square Project: Illinois St Extension 10-10 Carmel. IN 46033 Location: 106th St and Illinois Street Attn: Lance Stahley City: Carmel DESCRIPTION: Date: 12/12/2014 Job No: 02143279 The following quoted prices are for additional work that is not a part of our original contract scope of work. Per your request, the attached pricing is for Temporary Striping on Illinois St, Ph III Alternate A Revised Item # Description Quantity Unit Unit Price Markup Unit Price EWA Mobilization 1 LS $ 500.00 $ 50.00 $ 550.00 TPM Paint, Broken White 4 IN 275 LF $ 1.00 $ 0.10 $ 1.10 TPM Paint Solid White 4 IN 245 LF $ 1.00 $ 0.10 $ 1.10 TPM Paint Solid Yellow 4 IN 1274 LF $ 1.00 $ 0.10 $ 1.10 TTPM Paint Stop Line 24 IN 103 LF $ 3.00 $ 0.30 $ 3.30 TPMM Paint Arrow 4 EA $ 60.00 $ 6.00 $ 66.00 TOTAL Above additional work to be performed under same conditions as specified in original contract unless otherwise stipulated. Date: Owner or Contractor Signature (Authorized Representative) Subtotal $ 550.00 $ 302.50 $ 269.50 $ 1,401.40 $ 339.90 $ 264.00 $ 3,127.30 We hereby agree to furnish labor and materials - complete in accordance h th�.abO�1e specifications, at the above stated price. E & B Paving, Inc., Authorized Signature A'0- t Date: 12/12/14 THIS IS ADDITIONAL WORK AUTHORIZATION! NO. AN EQUAL OPPORTUNITY EMPLOYER 17042 Middletown Ave. • Noblesville, IN 46060 PHONE: 317.773.4132 • FAx: 317.773.4137 www.ebpaving.com 6 .d�➢ � 3'.� � � �i .4i� \'�r"�" Mrs gM is+"4i V� E°Q'� �. ��`A�',?�z ��3�..5'��%r s; �pyl..,, / . Offite 8 -M -906S WDIANA TRAFFIC 99MCK LLC 17 8967 North Commercial Parkway - Greenflald, IN 46140 Contractor. F-88 PAVING Contract. ILLINOIS STREET EXTENSION ALT I Location: IWM019 STREET County: HAMILTON Date. December 12, 2014 CO Request No.: I Submitted by. Larry Hodson e-mail: larrvhOindianatrafficservices.com Cell Number- 817-6416-9603 ITS Job No.: 2014020 Item Number Estimated Quantities of Unitunit Measure Cost Extended Amount WA -1-1 M081LIZATION AND DEMOBILIZATION LOD LS 500.00 600.00 EWA-1-2 TPM PAINT BROKEN WRITE 41N 275.00 LF LOD 276.00 EWA-1-3 TPM PAIN' SOLID WRITE 4 IN 245.00 LF LOD 246.00 EWA-1-4 TPM PAINT SOLID YELLOW 4 IN I,274.00 LF LOD 1,274.00 EWA 1-5 TTPM PAINT STOP LIKE 24 IN 102.00 LF 3.00 304.00 EWA-1-6 TPMM PAINT ARROW 4.00 EA 60.00 740.00" DUE TO WEATHER RESTRICTIONS ITS WILL NOT WARRANTY THE MATERIAL. IF TOUCH-UPS ARE REQUIRED A MOBS PLUS PAYMENT FOR LINE ITEMS WILL BE REQUIRED, TOTAL QUOTE 1 $ 2,943.00 Mam&-, LMUJLMDM Signe Sign- Datft We are proud to bg 8 Urfified WBE with Ae My of Indianapolis LET U.S KEEP YOU 9AFE! Recapitula5onAs Recapitulation Illinois Street Extension 910-10 Pricing for Additional costs for Construction Engineering per changes 12/8/2014 Sales Tax N/A 0% $ - Allowable Mark up 12% $ 20% $ 0% $ - 10% $ 300.00 7% $ 96.04 Sub Totals $ - $ - $ - $ 4,768.04 TOTAL = $ 4,768.04 Equipment and Labor --�-�-� --�-�-� 51.1 --�-�-� Sales Tax N/A 0% $ - Allowable Mark up 12% $ 20% $ 0% $ - 10% $ 300.00 7% $ 96.04 Sub Totals $ - $ - $ - $ 4,768.04 TOTAL = $ 4,768.04 SurveyTech P.C. 7172 North Keystone Unit J Indianapolis, IN 46240 Bill To Gradex Inc. 12900 North Meridian St Suite 120 Indianapolis, IN 46032 Invoice Date Invoice # 12/5/2014 1889 Item Description Qty Amount Prof. Land Surveyor Revision 93 Revise surfaces and curb offset grades on revised 6 690.00 profiles and relocation ofPR-I•Ieart Prof. Land Surveyor Revise Trail location north of 106th to fit within easements. Revise 4 460.00 wall location. Revise trail grades along wall to better fit the wall elevations. In places the design for the trail next to the wall was considerably below the wall. Prof Land Surveyor Revise surface and curb offsets per revised profile along Illinois at 3.5 402.50 103rd Street. This was a 8,5X11" sheet showing revised grades 26+00 to 30+00 Prof. Land Surveyor Revise surface and curb offsets per revised profile provided by 5 575.00 Cross Roads, Both Line A and PR -S -1-K. Prof. Land Surveyor Revise surface and curb offsets per second revised profile. 4.5 517.50 2 man Crew Nov.7 Locate utilities and grades on Illinois and 103rd Street 1.5 235.50 2 man Crew Nov. 19, Re -stake and rc-grade lathe per revision. 2 314.00 2 pion Crew Nov. 20 Rc-stake and regrade lathe per revision 3 471.00 2 man Clew Dec. 2 Replace lathe knocked out by Gradex need to raise structures 1.5 235.50 and placing of geogrid. Mark curb removal at south end and determine amount of wedge and level. 2 man Crew Proposed time spent on re -staking 103th street again after utilities 3 471.00 are complete Total $4,372.00 Payments/Credits $0.00 Balance Due $4,372.00 Recapitulation.As 11202014 Recapitulation Illlnols Street Extension #10-10 Pricing for #53 Stone at 9" depth over geogrid phase 3 Description Quantity uWd unit Price material cost ung cost L& E cost unit u t cost dad UnitSub Price matenals Labor - 1=auioment ,S4¢ $ $ $ - $- Equipment and Labor $ _ $ _ D-5 Dozer 1 $ $ $ 61.94 $ 61.94 $ 140 CAT Grader 0.5 $ $ - $ 64.68 $ 42.34 $ Flet wheel Railer 1 $ - $ $ 48.32 $ 48.32 $ Laborer 1 HR 1 $ $ 41.03 $ 41.03 $ g Foreman 1 HR $ $ 56.80 $ 56.80 $ $ Operators 2.5 HR $ $ _ Materials $ _ $ $ _ $ B -Borrow 60 TN $ 11.80 $ 708.00 $ $ $ $ $ - $ $ _ $ $ - $ $ $ - $ - $ $ Sub Totals $ 708.00 $ 97.83 $ 152.60 $ Sales Tax NIA 0% $ - Allowable Mark up 12% $ 84.96 20% $ 19.57 12% $ 18.31 10% $ - 7% $ - Sub Totals 1 $ 792.961 1 $ 117.40 1 1 $ 170.91 $ TOTAL = $ 1,081.27 Per TON $ 18.02 Quote Date 11/20/2013 Expiration Date Contact Name Tom DeKlyen Quote ID Email tomdeklyen@gradexinc.com Phone Account Name GRADER INC Quote Name Account Number 233546 Street Address _ Street Address 2 �J�} City County State/Province Postal Code Country Tax Exempt I am pleased to quote prices on the following required products on the above project; 12/20/2013 Quote -24066 (317) 573-3974 Illinois Street Extension 10-10 Illinois Street from 106th to Spring Mill Rd Zone 34 Carmel Hamilton IN 46032 United States No Product Total $129,360.00 Per Unit Haul Rate Total $57,430.00 Flat Haul Rate Total $0.00 Combined Amount $186,790.00 Recapitulation.)ds Recapitulation Illinois Street Extension #10-10 Pricing for B-Borrowas Fill in Phase 3 closure 11/142014 Description Quantity Sa01S unit Price material cast materials unh cos Labor &L E to unit cost Eauioment EattiIldW Unit cost Sub Sub Price Equipment and Labor $ $ _ $ - $ _ D-5 Dozer 140 CAT Grader Flat wheel Roller Laborer Foreman Operators 1 0.5 1 1 1 2.5 HR HR HR $ - $ $ $ 1 $ $ - $ 41.031$ $ 56.801$ $ - $ - $ - 41.03 56.80 $ $ 61.94 $ 84.68 $ 48.32 $ 61.94 $ 42.34 $ 48.32 $ $ $ _ $ - $ $ $ $ $ _ Materials $ $ $ _ $ B -Borrow 60 TN $ 9.80 $ 588.00 $ $ - $ $ $ $ $ $ - $ $ $ $ $ - $ $ $ $ - $ $ $ $ - $ $ $ - $ is - $ - Sub Totals $ 588.00 $ 97.83 1$ 152 60 $ Sales Tax N/A 0% $ - Allowable Mark up 12% $ 70.56 20% $ 19.57 12% $ 18.31 10% $ - 7% $ Sub Totals is 656.56 $ 117.401 1 $ 170.91 1 $ TOTAL = $ 946.87 Per TON = $ 15.78 GUIPMENTWATGHJ www.equipmentwatch,com Rental Rate Blue Book® Caterpillar CP -433E Com- �1'���a.-fir_ �,)-' Pac4o' . Single Drum Vibratory Compactors Size Class: e 5.0 - 7.9 MTons 6.0 - 7.9 MTons :;0. Weight: 15,750 lbs. Configuration for CP -433E - Power Mode Diesel Drum Width Drum Type Padfoot Net Horsepower *.-fir 96.0 Blue Book Rates = k ;i. " FHWA Rate is equal to the monthly ownership cost divided by 176 plus the hourly estlmated.;o�sra�l Ownership Costs Monthly Weekly Dally .,f ,. Hourly Published Rates $3,690.00 $1,035.00 $260._00 'Yy. _ ` $39.00 Adjustments Region (100%) Model Year (100%) Ownership (100%) Operating (100%) Total: $3,690.00 $1,035.OQ'= :. ` ;. $260.00 $39.00 Rate Element Allocation Element s Depreciation (ownership) Overhaul (ownership) -=1 CFC (ownership) Indirect (ownership) Fuel (operating) Q $3.94 Revised Date: 1 st Half 2014: Percentage 53% 28% 7% 12% 36% cost. June 2, 2014 Estimated FHWA Rate" Operating Costs Hourly Hourly $27.35 $48.32 $27.35 $48.32 Value $1,955.701 mo $1,033.201 mo $258.301 mo $442.801 mo $9.83 / hr All material herein 0 2003-2014 Penton, Inc. All rights reserved. Page 1 of 1 tGUIPMENT WATCH www.equipmentwatch.com Rental Rate Blue Book® Caterpillar D5G XL (disc. 2001 Standard Crawler Dozers Size Class: Net Hp 85-104 HP Weight: 20,561 lbs. Configuration for D3G XL Power Mode Diesel Dozer Type Operator Protection EROPS Net Horsepower Equipment Notes: Includes dozer blade and operator protection as listed. Ci to Dei' Daze-- Blue Book Rates FHWA Rate** _ "• FHWA Rate Is equal to the monthly ownership cost divided by 176 plus the hourly estimar& effli Element _ a Ownership Costs Monthly Weekly Dally 3 Hourly Published Rates $4,900.00 $1,370.00 $34x06=4 $52.00 Adjustments:;` Indirect (ownership) Region (100%) - -. u y4:14 "' Model Year (100%) - _ —. T_ Ownership (100%) - _ _ >i0 ` _ Operating (100%) Total: $4,900.00 $1,37016 -i $345.00 $52.00 Rate Element Allocation FHWA Rate** Operating Costs Element _ a Depreciation (ownership.) $61.94 Overhaul (ownership) $61.94 CFC (ownership) Indirect (ownership) Fuel (operating) Q $3.98 Revised Date: 2nd Half 'lt UK Percentage 31% 57% 6% 7% 44% cost, -*.q1: 94 Ali material herein © 2003-2014 Penton All rights reserved. June 26, 2014 Estimated FHWA Rate** Operating Costs Hourly Hourly $34.10 $61.94 $34.10. $61.94 Value $1,519.00/mo $2,793.00/mo $245.00 / mo $343.001 mo $15,04 / hr Page 1 of 1 EQUIPMENT -WATC " FHWA hate is equal to the monthly ownership cost divided by 176 plus the hourly estimated operating cost. www.equipmentwatch.com Rental Rate Blue Book@ November 14, 2014 Caterpillar 140H (disc. 2008) FHWA Rate*" Articulated Frame Graders Size Class: Not Hp 145-169 HP } Weight; Hourly 32,357 lbs. $1,870.00 $470.00 $71.00 Configuration for 140H $84.68 Power Mode Diesel Operator Protection EROPs Moldboard Size 12' ft Net Horsepower 165.0 hp Blue Book Rates " FHWA hate is equal to the monthly ownership cost divided by 176 plus the hourly estimated operating cost. Ownership Costs Estimated FHWA Rate*" Operating Costs Monthly Weekly Dally Hourly Hourly Hourly Published Rates $6,685.00 $1,870.00 $470.00 $71.00 $46.70 $84.68 Adjustments Region (100%) Model Year (100%) Ownership (100%) Operating (100%) Total: $6,685.00 $1,870.00 $470,00 $71.00 $46.70 $84.68 Rate Element Allocation Element Percentage Value Depreciation (ownership) 34% $2,272.901 mo Overhaul (ownership) q8% $3,208.80 / mo CFC (ownership) 6% 40 $40 1.10 / mo Indirect (ownership) 12% $802.20 / mo Fuel (operating) @ $3.98 63% $24.95 / hr Revised Date: 2nd Half 2014 All material herein 0 2003-2014 Penton All rights reserved. Page 1 of 1 Quote Date 111120/2013 Expiration Date Contact Name Tom DeKlyen Quote ID Email tomdeklyen@gradexinc.com Phone Account Name GRADEX INC Quote Name Account Number 233548 Street Address Street Address 2 City County State/Province Postal Code Country Tax Exempt I am pleased to quote prices on the following required products on the above project: 12/20/2013 Quote -24066 (317) 573-3974 Illinois Street Extension 10-10 Illinois Street from 106th to Spring Mill Rd Zone 34 Carmel Hamilton IN 46032 United States No Product Total $129,360.00 Per Unit Haul Rate Total $57,430.00 Flat Haul Pate Total $0.00 Combined Amount $186,790.00 0 C E&B PAVINWaJo. World -Class Solutions To; Lance Stahley Phone: 317-439-5515 Date: 1/5/2015 City of Carmel Fax: Job No: 02143279 One Civic Square Project: Illinois St Extension 10-10 Carmel, IN 46033 Location: 106th St and Illinois Street Attn: Lance Stahley City: Carmel Markup % Markup $ The following quoted prices are for additional work that is not a part of our original contract scope of work: DESCRIPTION: Labor Per your request, the attached pricing is for the additional time and material work done during the winter work hours. 3,544.14 EWA Illinois St Winter Paving - Grade Checks, Layout and Subgrade Prep $ 708.83 Allowable Allowable Description Cost Extension Markup % Markup $ $ Labor $ 1,281.07 20% $ 256.21 $ 1,537.28 Burden $ 732.14 20% $ 146.43 $ 878.57 Equipment $ 1,352.87 12% $ 162.34 $ 1,515.21 Total $ 3,931.07 EWA Stone Placement Under Curb Description Cost Allowable Allowable Extension Markup % Markup $ Labor $ 3,544.14 20% $ 708.83 $ 4,252.97 Burden $ 1,700.76 20% $ 340.15 $ 2,040.91 Equipment $ 3,151.13 12% $ 378.14 $ 3,529.27 Material $ 2,855.84 12% $ 342.70 $ 3,198.54 Hauling $ 3,434.25 12% $ 412.11 $ 3,846.36 Total $ 16,868.05 AN EQUAL OPPORTUNITY EMPLOYER 17042 Middletown Ave. • Noblesville, IN 46060 PHONE: 317.773.4132 • FAx: 317.773.4137 www.ebpaving.com i car,,..i fr. e x .,y -a4 k' i 4�.. World-ClassI I at a Local EWA Blankets on Curb and Drive Approach Grade Description p Cost Allowable Allowable Extension Markup % Markup $ Labor $ 1,281.49 20% $ 256.30 $ 1,537.79 Burden $ 745.87 20% $ 149.17 $ 895.04 Equipment $ 703.89 12% $ 84.47 $ 788.36 Material $ - 12% $ - $ - Hauling $ - 12% $ - $ - Total $ 3,221.19 EWA Remove Asphalt from Drive Approach Description p Cost Allowable Allowable Extension Markup % Markup $ Labor $ 742.99 20% $ 148.60 $ 891.59 Burden $ 435.02 20% $ 87.00 $ 522.02 Equipment $ 370.72 12% $ 44.49 $ 415.21 Material $ - 12% $ - $ - Hauling $ - 12% $ - $ _ Total $ 1,828.82 Date: Owner or Contractor Signature (Authorized Representative) We hereby agree to furnish labor and materials - complete in accordance wi the ab ve specifications, at the above stated price. E & B Paving, Inc., Authorized Signature GAG----- Date: 01/05/15 THIS IS ADDITIONAL WORK AUTHORIZATION NO. AN EQUAL OPPORTUNITY EMPLOYER 17042 Middletown Ave. • Noblesville, IN 46060 PHONE: 317.773,4132 • FAx: 317.773.4137 www.ebpaving.com 9 To: lance Stahley City of Carmel One Civic Square Carmel. IN 46033 Attn: Lance Stahley DESCRIPTION: v& B � n World-ClassSolutions Phone: 317-439-5515 Fax: Project: Illinois St Extension 10-10 Location: 106th St and Illinois Street City: Carmel Date: 2/12/2015 Job No: 02143279 The following quoted prices are for additional work that is not a part of our original contract scope of work: Per your request, the attached pricing is for the replacement of existing lighting fixtures. Item # Description Quantity EWA Replace Existing Lighting Fixtures 1 ADDITIONAL CHARGE FOR THE ABOVE WORK IS: Unit Unit Price Extension LS $ 3,986.01 $ 3,986.01 Subtotal $ 3,986.01 10% of first $3,000.00 $ 300.00 7% of remainder $ 69.02 TOTAL $ 4,355.03 $ 4,355.03 Above additional work to be performed under same conditions as specified in original contract unless otherwise stipulated. Date: Owner or Contractor Signature (Authorized Representative) We hereby agree to furnish labor and materials - complete in accordance h,t a e specifications, at the above stated price. E & B Paving, Inc., Authorized Signature h-� Date: 02/12/15 THIS IS ADDITIONAL WORK AUTHORIZATION NO. AN EQUAL OPPORTUNITY EMPLOYER 17042 Middletown Ave. • Noblesville, IN 46060 PHONE: 317.773.4132 • FAx: 317.773.4137 www.ebpaving.com 10 MORPHEY CONSTRUCTION, INC. EXTRA WORK AGREEMENT DETAIL PAGE 1 OF2 LABOR 109.04(a) WEEK ENDING: EMPLQYEE CRAFT Houf2s RATE TOTAL Ryan Davis laborer 2 30.78'369.00 4.2 Leo Flores laborer 12 23.62 283.44 JW -Johnson laborer 12 29.62 307.44 John Henrylaborer 25.62 0.00 Jeff Hubbard aerator 0 30.75 0.00 Chad Ash abor re 0 31.50 0.00 K 18 Bowles laborer 0 24.62 0.00 FRINGES LABORERS OPERATORS CARPENTERS TEAMSTERS TOTAL LABOR. 959.88 (1) FICA:_7.7 % x LINE (1): 73.91 (2) 36 HRS x 0 HRS x HRS x HRS x HRS x WORKMEN$ COMPENSATION: BODILY INJURY INSURANCE: PROPERTY DAMAGE INS.: STATE UNEMPLOYMENT: FEDERAL UNEMPLOYMENT: ItdiATERI LS 109.04 (c y 12.41 - 446.76 15.31 = 0.00 _ TOTAL FRINGES: 446.76(3) 4.2 % X LINE (1) 40.31 (4) 6.5 % X UNE (1) 62.39(5) 6.5 % X LINE (1) 62.39(g) 4.2 % X LINE (1) 40.31(7) 0.08 % X LINE (1) 7.68 (8) TRAVEL ALLOWANCE OR SUBSISTENCE (NOTE #3): 0 (9) TOTAL LINES 1,2,3,4,5,6,7,8, S 9: 1693.64 (10) 10% x LINE (10): 169.39 (11) GRAND TOTAL LABOR LINES (10) + (11): 1863.01E (12) MATERIALS WEEK ENDING: SEE ATTACHED DETAIL (ATTACH COPIES OF INVOICES) TOTAL MATERIALS: 1150.00 (18) 10% x LINE (18): 115.00 (19) GRAND TOTAL MATERIALS LINE (18) + (19): 1265.00 (20) EQUIPMENT 108.04 ( d ) PAGE 2 OF 2 CONTRACTOR OWNED EQUIPMENT TOTAL MODEL AND YEAR HOURS 0 (27) BLUE BOOK RA ADJUSTED RATE MONTHLY/ 176 AGE AND REGION EXTENSION Fold F350 utility truck 12 16.00 180.00 Dump Truck 0 30.00 0.00 Trencher 0 28,00 0.00 Bucket Truck 12 25.00 300.00 Air Compressor ol 10.00 0.00 Crane 0 40.00 0.00 TOTAL CONTRACTOR OWNED EQUIPMENT: 480.00 (21) RENTED EQUIPMENT ( ATTACH DAILY COPIES OF INVOICES): (22) FUEL, LUBRICANTS, AND TRANSPORTATION COSTS; 300.00 (23) TOTAL LINES (21) + (22) + (23) : 780.00 (24) 10% x LINE (24); 78.00 (25) GRAND TOTAL EQUIPMENT LINES (24) + (25): 858.00 (26) SUBCONTRACTS 105.04 ( { ) SUBCONTRACTS WEEK ENDING: TOTAL SUBCONTRACT WEEK ENDING: 0 (27) TOTAL SUBCONTRACT TO DATE: 0 (28) 10% x LINE (28) $3000.00 OR LESS: 0(29.) 7% x LINE (28) OVER 3000.00: 0 (30) GRAND TOTAL SUBCONTRACT LINES (28) + (29) + (30); 0 (31) TOTAL LINES (12), (17), (20), (26), & (31):3586.01 (32) % OF BOND RATE BASED UPON LINE 32: NA (33) 10% x LINE (33) 0 (34) TOTAL EXTRA WORK LINES (32) + (33) + (34): 3986.01 (35) CONTRACT # , BID DATE ITEIW # MATEM4 L DESCRIPTION QTY. U/M DESCRIP770tV• Q7i : UNIT PRICE TOTAL S i 77 v, Sv:,6 Q CA SCa, �s r IT in EA s �, .�5 ► 6 EA UNIT MA IAL= EX ENSE UNIT IXPENSL^ MENx DAYS= i1MMROURSx UNffLABOR= RecapitulaUon.xls Recapitulation Illinois Street Extension #10-10 1 Pricing for Remobilization of Crane for setting 3 -sided structure duo to Gas main conflict I 5/612DI5 Description Quantity u unit price material cost unit co ma erial Labor L & E cost I unit cost Extended Eguipmen Unit cos Sub Price aub 12% $ 20% $ $ $ $ $ Equipment and Labor $ $ i $ is IS 8,886.491 i TOTAL = $ 8,886.49 $ i $ ............ $ $ Materials $ $ $ $ I $ $ Subcontractor $ $ $ $ Beatys escalation for Utility delay 1 LS I $ 8.221.02 $ 8.221.02 $ $ $ $ $ $ $ Sub Totals $ I A $ 8,221.09 Sales Tax NIA 0% $ Allowable Mark up 12% $ 20% $ T 10% $ 300.00 7% $ 365.47 ISub Totals Is is IS 8,886.491 i TOTAL = $ 8,886.49 ............ Beaty Construction, Inc. Williams Creek Box Culvert Illinois St. Extension, City of Carmel Additional Crane Mobilization Costs (Per Each Mob) Activity. Cost Inbound Freight $ 1,500.00 Outbound Freight $ 1,500.00 Travel Time to Jobsite & Assembly (4 HRS X $470/HR) $ 1,880.00 - --- -----Hook Time (8-WftS/DAY-@-$410/FiR)—included-in—;- Disassembly & Travel Time to Yard (4 HRS X $470/HR) $ 1,880.00 Permit $ 100.00 $ 6,860.00 Tax (7%) $ 480.20 Subtotal $ 7,340.20 Mark Up (12%) $ 880.82 Grand Total (per mobilization) $ 8,221.02 i QUOTE April 21, 2015 Customer: Job Site: NICK LANGE - NLANGE@BEATYINC.COM Lafayette Road Beaty Construction, Inc. Lafayette Rd S Of 38Th St 5292 West 100 North Indianapolis, IN 46222 Boggstown, IN 46110 Phone: 317-503-4095 CraIF Works, L.P. www.maximcrane.com Maxim Quote #: 294515 PO M _ Maxim Crane Works is pleased to submit the followin_Lquotation to asslstyou In your upcoming project: Equipment 1 Type: All Terrain Crane 210 Tons Rate: $410.00 /Hourly Lift,iJ;fttdtis.ions Rental Type: O&M OT Rate: $470.00 / Hourly DT Rate: Boom Length: 0 ft. Payment Terms: Net Upon Recelpt Min. Hours: 8 Jib Length: 0 ft. Radius to Lift: 0 ft. Start Date: 5/18/2015 (Estimated Dates) Port to Port: EA Load to Lift: 0 lbs. End Date: 5/18/2015 Billing Items Item Quantity Price Comments :Counterweight Load 1 $1,500.00:IN ;Counterweight Load 1 $1,500,00"OUT Road Permit 1 $100.00. Fuel Surcharge 1 0% Unless otherwise noted specifically herein, quoted prices. do NOT Include state and/or local sales tax or tangible personal property tax, if and to the extent such taxes are applicable. Thank you for giving Maxim Crane Works this opportunity. if you have any questions, please don't hesitate to give me a call. Sincerely, Accepted By: Randy L, Carson - RCarson@maximcrane.com Sales Representative Maxim Crane Works, L.P. 317-902-3310 7255 W. Washington Street Indianapolis, IN 46241 Phone: 317-2447801 Signature above indicates agreement to all terms and conditions of this document, Last Revision: 4/21/2015 Maxim Crane Works, L.P. is an Equal Opportunity Employer °MAXIM'S STANDARD'rERMS AND CONDITIONS (available for review atwww.maximcrane.com/agreements or furnished upon request) ARE INCORPORATED HEREIN BY REFERENCE AND MADE APART HEREOF. 1. Subject to equipment availability. 2. Expires in thirty (30) days. 3. Acceptance of delivery of equipment shall be deemed acceptance of Maxim's standard terms and conditions. Such terms, together with the terms set forth above, are the SOLE AND EXCLUSIVE writing governing any -sale and performance by Maxim and any Maxim sale and/or performance Islam WHOLLY CONTINGENT upon such singularity and exclusivity. Any different or additional terms that may be contained in purchaser's documentation are hereby REJECTED in their entirety. Performance or Partial Performance by Maxim shall not be deemed an acceptance of any of purchaser's -terms." Customer verifies that signal persons) and rigger(s) are qualified as defined and required by OSHA Regulations, 29 CFR 1926, 1426 & 1428, Documentation is available onsite: --- Tuesday, _,.— Tuesday, April 21, 2015 4:51 PM 02015 Maxim Crane Works. L.P. - CONFIDENTIAL Page 1 of 1 Printed by: RCarson e*.r r A{i; i r j. Voi rRM Solutionsr To: Lance Stahiey Phone: 317-439-5515 Date: 5/8/2015 City of Carmel Fax: Job No: 02143279 One Civic Square Project: Illinois St Extension 10-10 Carmel. IN 46033 Location: 106th St and Illinois Street Attn. Lance Stahley City: Carmel The following quoted prices are for additional work that is not a part of our original contract scope of work: DESCRIPTION: Per your request, the attached pricing is for RFP #5, changing items 103 and A58 to black powder coated. Item # Description Quantity Unit Unit Price Extension SIGN POST SQUARE, TYPE 1 REINFORCED EWA ANCHOR BASE, ITEMS 103 AND A58 248.25 LF $ 14.00 5 3,475.50 Subtotal $ 3,475.50 10% of first $3,000.00 $ 300.00 7% of remainder $ 33.29 TOTAL $ 3,808.79 �>i>t •�:.:.. s� • .:� �.in REVISED UNIT PRICE $ 15.34 $ 3,808.79 Above additional work to be performed under same conditions as specified in original contract unless otherwise stipulated. Date: Owner or Contractor Signature (Authorized Representative) We hereby agree to furnish labor and materials - complete in accordanc ith th apo a specifications. at the above stated price. E &.8 Paving, Inc., Authorized Signature ,✓F� �--'" Date: 05/08/15 1 THIS IS ADDITIONAL WORK AUTHORIZATION NO. 13 '......... _.!AN EQUAL OPPORTUNITY EMPLOYER .-.....................................'•.............._................................... 17042 Middletown Ave. • Noblesville, IN 46060 PHONE: 317.773.4132 • FA x: 317.773.4137 www.ebpavtng.com CITY OF CARMEL TO: ERB Paving/Gradex Inc. REQUEST FOR PROPOSAL NO 5 DATE: 05/05/2015 PROJECT NAME: Illinois Street Extension PROJECT NO.: 10-10 Specification Reference: N/A Drawing Reference: N/A Drawing Date: N/A _ Identification of Attachments: N/A Please submit within fifteen (15) calendar days of this request date a proposal showing increase, decrease or no change in Contract Price and/or Contract Time. Proposal shall be accompanied by four (4) copies of breakdown showing quantities, cost of material, equipment, labor, overhead, profit and basis for the additional time if any. DESCRIPTION OF PROPOSED CI•.IANGE COVERED BY THIS REQUEST: Provide cost changes to existing items: 1. 103 SIGNPOST, SQUARE, TYPE 1, REINFORCED ANCHOR BASE 2, A58 SIGN POST, SQUARE, TYPO; 1, REINFORCED ANCHOR BASE "These new costs should consider black powder coating applied to the posts to match what has been requested on Main Street project and shall be for posts installed from this point forward. REASON FOR CHANGE: Local Request SPECIAL INSTRUCTIONS: Match request or standard provided for Main Street in Carmel. THIS REQUEST DOES NOT AUTHORIZE YOU 7'0 PROCEED WITH THE ABOVE WORM. NOR. STOP PREVIOUSLY SCHEDULED WORK. Upon approval a Contract Change Order and a Notice To Proceed will be issued. Please state in your proposal the effect the acceptance of this Request will have on the Project's Substantial Completion and Final Completion, if accepted within 15 days of proposal due date. YOUR PROPOSAL: DUE DATE: 05/20/2015 By: CrossRoad Engineers. P.G. 05/05/2015 Engineer Date Approved By: Owners Representative MORPHEY CONSTRUCTION, INC. EXTRA WORK AGREEMENT DETAIL PAGE 1 OF2 LABOR 109.04(a) WEEK ENDING: IzMffLUYtt CRAFT HOURS RATE TOTAL R an Davis -laborer 7 33.00 231.00 Lea Flores laborer 7 24.62 172.34 Jeff Johnson laborer 7 25.62 179.34 Jahn Henrytaborer 0 25.62 0.00 Jeff Hubbard operator 0 30.75 0.00 Chad Ash laborer 0 31.50 0.00 K le Bowles laborer 0 23.62 0.00 FEDERAL UNEMPLOYMENT: 0.08 % X LINE (1) 4.66(6) TRAVEL ALLOWANCE OR SUBSISTENCE (NOTE ##3): D (9) TOTAL LINES 1,2,3,4,5,6,7,8, & 9: 1017.51 (10) l WERIALS 10944 ( )- ---- MATERIALS WEEK ENDING: SEE ATTACHED DETAIL (ATTACH COPIES OF INVOICES) TOTAL MATERIALS: 2720.00 (18) 10% x LINE (18): 272.00 (19) GRAND TOTAL MATERIALS LINE (18) + (19): 2992.00 (20) TOTAL LABOR: 582.68 (1) FICA: 7.7 °% x LINE (1): 44.87(2) FRINGES LABORERS 21 HRS x 12.41 = 260.61 OPERATORS 0 HRS x 15.31 = .0.00 CARPENTERS _ HRS x = TEAMSTERS HRS x = HRS x = TOTAL FRINGES: 260.61. (3) WORKMENS COMPENSATION: 4.2 % x LINE (1) 24.47, (4) BODILY INJURY INSURANCE: 6.5 % X DINE (1) 37.87(51 PROPERTY DAMAGE INS.: 6.5 % X UNE (1) 37.87(6) STATE UNEMPLOYMENT: 4.2 % X LINE (1) 24.47(7) FEDERAL UNEMPLOYMENT: 0.08 % X LINE (1) 4.66(6) TRAVEL ALLOWANCE OR SUBSISTENCE (NOTE ##3): D (9) TOTAL LINES 1,2,3,4,5,6,7,8, & 9: 1017.51 (10) 10% x LINE (10): 101.75 (11) GRAND TOTAL LABOR LINES (10) + (11): 1119.26 (12) l WERIALS 10944 ( )- ---- MATERIALS WEEK ENDING: SEE ATTACHED DETAIL (ATTACH COPIES OF INVOICES) TOTAL MATERIALS: 2720.00 (18) 10% x LINE (18): 272.00 (19) GRAND TOTAL MATERIALS LINE (18) + (19): 2992.00 (20) EQUIPMENT 109.04 (d) PAGE 2 OF 2 CONTRACTOR OWNED EQUIPMENT TOTAL MODEL AND YEAR HOURS BLUE BOOK RA ADJUSTED RATE MONTHLY/ 176 AGE AND REGION EXTENSION Ford F350 utili truck 16 15.00 240.00 Loop Truck w/ Says 0 30.00 0.00 Suc Vac 0 20.00 0.00 Bucket Truck 0 25.00 0.00 Air Compressor 81 10.00 80.00 Tar Kettle 01- 10.00 0.00 TOTAL CONTRACTOR OWNED EQUIPMENT: 320.00 (21) RENTED EQUIPMENT ( ATTACH DAILY COPIES OF INVOICES); (22) FUEL, LUBRICANTS. AND TRANSPORTATION COSTS: 100.00 (23) TOTAL LINES (21) + (22) + (23)'. 420.00 (24) 10% x LINE (24): 42.00 (25) GRAND TOTAL EQUIPMENT LINES (24) + (25): 462.00 (26) SUBCONTRACTS 109.04 (f ) SUBCONTRACTS WEEK ENDING: TOTAL SUBCONTRACT WEEK ENDING: 0 (27) TOTAL SUBCONTRACT TO DATE: 0 (28) 10% x LINE (28) 53000,00 OR LESS: 0 (29) 7% x LINE (28) OVER 3000.00: 0 (30) GRAND TOTAL SUBCONTRACT LINES (28) + (2.9) + (30): 0 (31) TOTAL LINES (12), (17), (20), (26), & (31): 4573.26 (32) % OF BOND RATE BASED UPON LINE 32: NA (33) 10% x LINE (33) 0 (34) TOTAL EXTRA WORK LINES (32) + (33) + (34): 4573.26 (35) $14.001 Ft CONTRACT# - BID DATE ITEM # DESCRIPTION QTY U/1lq ; MATERIAL DESCRIPTION-,- QTY UNIT PRICE TOTAL IL MYON-SE UNIT MATERIAL= LABOR UMT EXPENSE-- MEN x LlAy$ = :MAAVHOURS x UNIT TAMP= Recapitulation -As Recapltulatlon Illinois Street Extension #10-10 Revised Pricing for escalation for Beaty for tKlliams Creek 3 -sided Structure 6/112015 Description QUantitV —Un� unit once material cost unit co materials Labor &L E cost unit cost Extended Equipment Unit cost Sub Price Sub Equipment and Labor $ $ $ _ $ $ $ $ - $ $ Materials $ $ _ $ _ $ $ $ $ $ _ Subcontractor $ $ $ $ Bea s escalation for Utilitydela 1 LS $ $ $ $ 11.821.27 $ 11,821.27 $ $ $ $ Sub Totals $ - $ - $ $ 11,821.27 Sales Tax N/A 0% $ - Allowable Mark up 12% $ 20% $ - 0% $ - 10% $ 30D.00 7% $ 617.49 Sub Totals $ 1 $ $ - 1 $ 12,738.76 TOTAL = $ 12,738.76 Beaty Construction, Inc. Utility Delay Escalation Pricing Willlams Creek Box -culvert Illinois St Extenslon - City of Carmel BeatyJob t101-455 REVISED 6/11/15 Quantity UOM 2014 2015 Delta Mark Up Total I Unit P rice Extension UnitPrlce Exte slop Labor Laborer 1201 HRS $ 42.69 $ 51,270.69 $ 43.19 $ 51,871.19 $ 66O0.50 Carpenter 675 HRS $ SL57 $ 34,809.75 $ 52.84 $ 35,667.00 $ 857.25 Operator 1378 HRS $ 57.27 $ 78,918.06 $ 5&95 $ 81,233.10 _ $ 2,315.04 $ 3,772.79 $ 754.56 $ 4,527.35 Equipment EEO Increase $ 570.00 Fuel increase $ 570.00 $ 68.40 $ 638.40 Material Concrete 2.83 CYS $ 82.00 $ 23,206.00 $ 87,00 $ 24,62L00 $ 1,415.00 Grout 10 CYS $ 99.25 $ 99;-1- $ 104.25 $ 1,042.50 $ 50.00 Rebar 19318 LBS $ 0.418 $ 8,07492 $ 0.451 $ 8,712.42 $ 637.49 Box Culvert 243.86 LFT $ 1,285.98 $ 313,599.08 $ 1,292.95 $ 315,299.08 $ 1,700.00 $ 3,802.49 $ 455.30 $ 4,258.79 Rentals Gane 1 IS $ 24,300.00 $ 24,300.00 $ 26,330.00 $ 26,330.00 $ 2,630.00 $ 2,030.00 $ 243.60 $ 2,273.60 Sub Rebar Install 19318 LBS $ 0,20 $ 3A00.00 $ D.21 $ 4,015.07 $ 115.07 $ 115.07 $ 8.06 $ 123.13 $ 11,821.27 Nick Lange From: RCarson@maximcrane.com Sent: Thursday, June 11, 2015 9:28 _AM To: Nick Lange Subject: Crane quote Nick, The quote i gave you on 8-21-2014 was for a 2015 rates and this was an 8% increase from 2014 business. This Is due to labor, fuel and crane RO I. Thanks RC RANDY CARSON MAXIM CRANE WORKS INDIANAPOLIS,IN FH# (317) 244.7801 FAX# (317) 244-5848 CONFIDENTIALITY NOTICE I This a=mall, and the information transmitted, along with any attachments, contains Information that Is, or may bei covered by electronic communicatlon privacy I; laws, and is also conildendai, proprietary legally privileged and/or otherwise exemptfrom disclosure. This a -matt, and the information transmitted, along whh any j attachments, i5 intended only for the person or entity to which It is addressed. If you are not ft intended recipient, please be advised that any review, re- transmission, dissemination, copying, orany other use cf. or taking of any action in reliance upon, this information is atrictly prohibited, If you receive this a -mall In error, please contact the sender immediately by telephone (412-604-0200) or by return a-maif, and Immediately delete the materfal and any end-all attachments l thereto. Thank you in advance for your cooperation. htt0;ffwww.r ur wcrane.com 1 QUOTE August 21, 2014 -Customer. Job Site, LEE GRIDER - 1067b St Connector Beaty Construction, Inc. 106Th St 6292 West 100 North Carmel, IN 46032 Boggstown, IN 46110 Phone: 317-835-2254 Maxim Quote & 270239 PO #: MENOW Crane Worlitq, L.P. www.ma)Cimerano.com Maxim Crane Works Is pleased to submit the following quotatlon to assist you in your upcoming project, Equipment I Type: All Terrain Crane 250 Tons Rate: $400.00 1 Hourly Rental Type; O&M OT Rate; $525.001 hourly DT Rate; Boom Length: 136 ft. Jib Length: 0 ft. Payment Terms., Net Upon Receipt Min. Hours: 8 Radius to LIft 0 ft. Start Date; 5/1112015 (Estimated Dates) Port to Port: Load to Lift:0 lbs. End Date: 5/1212015 Billing Items Item Quantity Prico Comments Counterwelghi Load - I . 0 . 00.00 Counterweight Load1 $2,000.00: Road Permit 1 $250.00 1 ScopeofWork ET BOXGULVERTS 17 Quote Notes: E Unless otherwise noted specifically heroin, quoted prices do NOT Include state and/or local sales tax ortarigible personal prop" tax, If and to the extent such taxes are applicable. Thank you for giving Maxim Crane Works this opportunity. If you have any questions, please don't hesitate to give me a call. Sincerely, Accepted By, Randy L Carson - RCerson@maxlmcrane.com Signature above Indicates agreement to all Sales Representative terms and conditions of this document Maxim Crane Works, L.P. 317.902-3310 7255 W. Washington Street Last Revision: 812112014 Indianapolis, IN 46241 Maxim Crane Works, L.P. is an Equal Opportunity Employer Phone: 317-2447801 "MAXIM'S STANDARD TERMS AND CONDITIONS (available for review atww_max1mcran(?.maV2glraement orfumishad upon rsquest) ARE INCORPORATED HEREIN BY MFERENCE AND MADE APART HEREOF. 1. Subject to equipment availability. 2. Expires In thirty (30) days. 3. Acceptance of delivery of equipment shall badeemed acceptance of Maxim's standard terms and conditions -Such terms, together with the terms set forth above, are the SOLE AND EXCLUSIVE wdtlngqovemlng any sale and perforrhance by Maxim and any Maxim sale and/or performance Were WHOLLY CONTINGENT upon such alnoularlty and exclusivity. Any d1fraront or additional terms that may be contained In purchaser's documentation are hereby REJECTED In thelrentirsty. Performance or Partial Performance by Maxim Shall not be deemed an acceptance of any of purchasers terms " Oustomervadoes that eIgnal parson(s) and (Iggeri(s) are quallred as defined and required by OSHA Regulations, 20 CFR 1926, 1425 & 1420, Documentation Is available onsite: , (Inifto Thursday. August 21, 2014 1:10 PM 02014 Maxim Crane Works. L.P. - CONFIDENTIAL Page I of Printed by. ROarson CITY OF CARMEL TO: E&B Paving/Gradex Inc. REQUEST FOR PROPOSAL NO 4 (rev. 5/7) DATE: 04/22/2015 PROJECT NAME: Illinois Street Extension PROJECT NO.: 10-10 Specification Reference: N/A Drawing Reference: CTRWD plan sheet and specifications plus revised layout sheet Drawing Date: 1/2/2014 Identification of Attachments: Sheet C2 of CTRWD drawing referenced and specifications from original RFP plus supplemental details and drawings herein Please submit within fifteen (15) calendar days of this request date a proposal showing increase, decrease or no change in Contract Price and/or Contract Time. Proposal shall be accompanied by four (4) copies of breakdown showing quantities, cost of material, equipment, labor, overhead, profit and basis for the additional time if any. DESCRIPTION OF PROPOSED CHANGE COVERED BY THIS REQUEST: Pricing is needed for the installation of 130' of 8" SDR -35 PVC and one new manhole and one core of existing manhole per drawing included herein. Work for the Proposal should include: • All work, equipment, materials, labor and incidentals to install the work per the drawing and per CTRWD specifications. • Restoration of disturbed ground back to existing conditions excluding any tree or brush removal required for the installation. • Any erosion control measures required can be excluded from this proposal and any that are necessary can be paid under existing EC pay items in the Illinois Street project. • Utilize revised layout and new manhole 2 invert of 805.70 (140 LF pipe from existing MH invert of 805.00 at 0.50%). • Utilize watertight casting from EJIW in supplemental detail. • Utilize manhole supplemental detail. REASON FOR CHANGE: Local Request SPECIAL INSTRUCTIONS: All alternative ways to accomplish the installation will be considered especially if these are cost effective compared to above described work. THIS REQUEST DOES NOT AUTHORIZE YOU TO PROCEED WITH THE ABOVE WORK NOR STOP PREVIOUSLY SCHEDULED WORK. Upon approval a Contract Change Order and a Notice To Proceed will be issued. Please state in your proposal the effect the acceptance of this Request will have on the Project's Substantial Completion and Final Completion, if accepted within 15 days of proposal due date. YOUR PROPOSAL DUE DATE: 05/08/2015 By: CrossRoad Engineers, P.C. 04/22/2015 Engineer Date Approved By: Owners Representative ssvms n.�.a rm.x p r,�a am Qi Im /te�a rIn LNa ,>•p Y m O �.�w•w,.r.�. v O m,;:- �I sa 5w •< p oro cm-, rA.. C�i s+�rsar,� AL U. rim.rr=suss ��'� J. caneWilvg-' � rmair-eiszm F CrrY OF CARMEL ILLINOIS S18E6R MnENSIOY PLAN & PROFILE LINE "PR -DRV' : -'a.m.o.u.iin:.�•�mi: nnm. n uu. :::i:iii:ii: n� ":: • uu........... ■mm�um.mmm 1011.1 as 'nm_ys. nnunn �mnm .muuaumm�m nnumm�nnnnn ?iiii;ig: �nnmmumunm I.ol �.nmuuummum u:e:e-i-i:::: m. I Hi:i:ii Iiiii:%' i wiipiiifl?i=iiiiillul d nEAST JORDAN IRON WORKS, INC. P.O. BOX 439 EAST JORDAN, MI 49727 1 1/2' RAISED LETTERING 1-800-874-4100 (RECESSED FLUSH)FAX 1 5/8" 231-536-4458 (4) 1/2-13 X 2" [41 mm] DRAWN DATE HEX HD CAP SCREWS & WASHERS O Q 1/2"-13 BOLT TCL 04/16/04 O p & STEEL WASHER O BBER HER Oc�PN �r 0 �w` (TYPU4 PLACES) C-1 1 1/2" 5/g• ❑ O [38mm] [16mm] BOLT DETAIL O Cl O O TERTITE 0000 ASTEMBY CD O O❑❑D 1, SD VI&HOLES PRODUCT NO. y t� . po SEW f O O C/2 1p (4) 1" (25mm DIA 22 2 1/4" 7/16" [57mm] 00102306 3 ',Z,' 27 HOLES ON 29.�S737mm) DIA BOLT CIRC [11mm] 1 3/8" 1" CATALOG NO. [35mm] [25mm] 1020APT �-3 22 3/4" DIA %4O 102221 PT [578mm] 1 11/16" [43mm] DETAIL PRODUCT NUMBERS PICKHOLE 102312 z 102163 i --i -T COVER SECTION EST. WT. COVER WT: 114 LBS 52kg 23" DIA FRAME WT: 145 LBS 66kg y[584mm] 1 3/4" [�dEop 4" fimm) DIA [44mm] ENE GASKET UNIT Wi: 259 LBS 117kg r 3 7" [178mm] MAT'L SPEC. n rCOVER. - GRAY IRON y 20 13/16' DIA ASTM A48 CL35B [529mm] FRAME - GRAY IRON ASTM A48 CL35B 34" DIA [864mm] ova • srq� LOAD RATING (j FRAME SECTION HEAVY DUTY � a S MANHOLE CASTING SCHEDULE MANUFACTURER SELF SEALINGWATERTIGHT NEENAH R-1772 PT EAST, 1022ZlGS CASTING SHALL BE EITHER SELF—SEALING OR WATERTIGHT, (SEE PLAN & PROFILE SHEETS FOR CASTING TYPE). LIDS SHALL BE STAMPED "SANITARY SEWER" AND HAVE CLOSED PICKHOLES. FRAME SHALL BE SET ON DOUBLE ROW OF 1/2 KENT SEAL, OR SINGLE ROW OF 1" KENT SEAL (SEE MANHOLE CASTING SCHEDULE. FLEXRIB INTERNAL CHIMNEY SEAL OR APPROVED EQUAL SLOPE AWAY FINISH GRADE��j N Q 4" MINIMUM FLAT SURFACE /�, BUM RUBBER WITH PLASTIC WRAP COVER SPRAYED BITUMINOUS COATING OVERS ENTIRE EXTERIOR SURFACE OP��GI TER No. 19300219 �o STATE OF Gci 01 ./A( DI AP Scql cMeider e N BACK PLASTER PRECAST CONCRETE ADJUSTING RING DOUBLE ROW OF KENT SEAL MANHOLE STEPS PER SPECS INTERIOR JOINTS AND LIFT HOLES SHALL BE SEALED WITH NON—SHRINK GROUT PER SPECS, SET BARREL JOINTS WITH RUBBER TYPE GASKET EQUAL TO ASTM C-443 AND ON DOUBLE ROW OF X" KENT SEAL OR SINGLE ROW OF 1" KENT SEAL MANHOLE REINF. PER ASTM SPECS PIPE DIA. PER PLAN & PROFILE BENCHWALL SHALL BE CLASS "B" CONC. BENCHWALL HEIGHT SHALL BE 80% OF PIPE DIA. MANHOLE TO PIPE CONNECTION BOOTS, INCLUDING LATERALS, SHALL BE PRESS—SEAL, KOR—N—SEAL WITH STAINLESS STEEL WEDGE, A—LOK CASTIN PLACE OR APPROVED EQUAL 4'-0" 6" MIN. COMPACTED #8 STONE I.D. SANITARY MANHOLE DETAIL CLAY TOWNSHIP REGIONAL WASTE DISTRICT MANHOLE DETAIL • CTRWD Date lz/ upu Pyle T.\6B\6366\001\DIFGS\DSPAUS\IN—DTLS.M TOP ( BENCI MINIMUM 1" TO 4" MAXIMUM FALL ACROSS MANHOLE. "�v�o.. a.. clqq,�_ No. 19300219 `. STATE OF tv Date SECTION TERMINATION MANHOLE DETAIL CLAY TOWNSHIP REGIONAL WASTE DISTRICT CTRWD Schneider TERMINATION MANHOLE DETAIL File T.\6H\6366\001\DWGS\DBTAIIS\IN—DTL4.D11( MINIMUM E]OSTING; RADE (TOP—,,,.MINIMUM OF BANK 6' DIAMETER, HANDLAID RIP/RAP STREAM BOTTOM do BANKS wk\\```\'"���p..A' Cz P No. .0 19300219 a STATE OF 4ia Q CHANNEL BOTTOM J CASTING AS REWIRED PER SANITARY MANHOLE DETAIL OF CTRWD'S GRAVITY SANITARY SEWER DETAILS SHEET CONCRETE MANHOLE—" LOCATIONS PER CONSTRUCTION DRAWINGS 6' MIN. n a o ° 4- 4.-A ° SANITARY SEWER AS SPECIFIED IN CONTRUCTION DRAWINGS 6" MIN. CONCRETE ENCASEMENT PER CTRWD'S GRAVITY SANITARY SEWER DETAILS SHEET STREAM CROSSING DETAIL CLAY TOWNSHIP REGIONAL WASTE DISTRICT °F #4ftl H •CTRWD• Schneider STREAM CROSSING DETAIL 5 gEcIONw Date 12/06/06 File T:\ 6H\ 6366\ 001\ DIIGS\ DETAILS'\ IN—DTIS_ M 6" MINIMUM FROM JOINT NEW C( g \\\%' -'e, ps ��\10 ik cz al ........... Ap No. 19300219 -;o STATE OF la DIA Sl zS/0NAIL' NOTE: 6" MINIMUM MEASUREMENT MUST BE FROM LOWEST JOINT SEAM WHETHER ON THE INSIDE OR OUTSIDE OF THE STRUCTURE. NEW CORE DETAIL NG OPENING CLAY TOWNSHIP REGIONAL WASTE DISTRICT CTRWD - s NEW CORE DETAIL Date 12/06/06 File T: Farce Account Template (103) 1of3 Job #13251 Illinois Street Extension #10-10 Sanitary Extension -Pittman Proporty LA1BQ Day of Week Date Aolivit Sunday 7/122016 I Total Monday 71132016 Pa roll Tuesday 7/142016 17 -Jul -16 18 -Jul -16 Wednasd°y 7/152018 Clearing. Waste to ClIdworks, mob In sewer boxes, etc, for Pullman lateral. Layout 6 as bulla Thursday 7/192015 Amount Friday 71172016 Saturday 7/192015 Labor Expanses �.eur S 11858.15 S 370,03 SUB TOTAL LABOR $ 2220.18 Profit 9% OF S 1850,15 1 1$ TOTALLABOR $ 2,220.18 12900 N Meridian Street, Suite 120 Gradex, Inc Carmel, Indiana 46032 oonuav 6109da Tuesday Wednesdav I Thursday Frldav Selurdev I Hours Hours I Total Rate Inaurence Pa roll Craft 12Ju1.15 13 -Jul -15 14 -Jul -15 16Ju1.75 16--45 17 -Jul -16 18 -Jul -16 S.T. O.T. Hours 11 Amount Amount Su eMslon 0 0 0 $ 35.00 $ S SupeMslun D 0 0 $ 35,00 $ - $ O orator Foremen 8 8 0 8$ 33.95 $ 271.60 S 271,60 OperalarForeman 0 0 0$ 33-.95 S $ Laborer Foreman D 0 0 $ 24,12 $ $ Laborer Foreman 0 0 0 It 24.12 $ $ Operelor B 8 0 8 i 32145 $259.80 S 258.60 Operator 2 2 0 2 S 32,45 $ 64.90 $ 64.00 Operator 4 4 0 4 32.45 S 120.80 $ 129.80 Orperetor 2 2 0 2 S 32A5 S 64.90 $ 64.90 %orator 0 0 0 $ 32A5 S $ Operator 0 0 0 $ 32.45 rg $ Operator 0 0 0 S 32A5 $ $ are1°' 0 0 o S 32A5 1 $ $ operator o 0 0 $ 32.45 S $ Operator 0 0 0$ 32A5 E $ Operator 0 0 O $ 32.45 $ $ o rotor 0 D 0 $ 32,45 $ $ Labor 0 9 01 6 S 22.62 E 135.72 S 135.72 Labor 6 8 0 6 $ 22.62 $ 135.72 $ 135.72 Lobar 0 0 0 S 22.92 1 S $ Labor 0 0 0 '$ 22:82 $ Labor 0 0 0 $ 22.92 1 S S Labor 0 0 0 $ 22.62 16- $ _ Labor - ---- ----- -- ---- ------ -------0 ---- -0-$---- Machanio 0 0 D $ 3245 $ $ Mechenlo D 0 0 $ 32.45 S $ Bob Total. for Labor $ 1,06224 $ 1062.24 Bonellls Supervlsion Fringos (H&W, Pension, SAT, ICIAF, Tn&ng, Savl110e) 0 HDVfG9D 21.50 $ Operala ForOman Fftea (H&W, Pension, SAT, ICIAF, Tfalning, Savings) 8 Hours $ 16.31 S 130.48 Laborer Foreman Fringes (H&W, P°nslon, SAT, ICIAF, Tminln0, Snvhga) 0 Hours $ 13.8 S Gloomier Fringas (H&W, Pension, SAT, ICIAF, Training, Savings) 16 H-ur-M $ 16.31 S 260,99 Labor Fringes (HBW, Penskxu SAT, ICIAF, Training, Snv4Va) 12 Hours $ 13.40 $ 161.52 Mechanic Fringes &W Pension, SAT, ICIAF, Tralnttg, Savings) 0 Hours@ $ 16.31 $ Sub totals for Labor $ 552.98 $ 652.98 Payroll Insurance and Tax Costs orkmeds Compensation Insurance. 2.09% OF $ 1,062.24 1 S 22.17 Gems/ Liability Insurance 2,43% OF 1,06224 S 25.65 adoral Unemployment Tax ,40% of $ 1462.24 S 25.49 StateUlroinpklymardTax 7.56% OF 1,06224 $ 60,18 Federal Social SowdtyTax 7,65% OF $ 1,06224 $ e128 Subtotal Payroll Insurance and Taxes 234.95 3 234.93 SUBTOTAL LABOR $ 11860,15 �.eur S 11858.15 S 370,03 SUB TOTAL LABOR $ 2220.18 Profit 9% OF S 1850,15 1 1$ TOTALLABOR $ 2,220.18 12900 N Meridian Street, Suite 120 Gradex, Inc Carmel, Indiana 46032 Force Account Template (103) 2of3 Sanitary Extension-Pittmarr Property EQUIPMENT Description Quantity Gundav, Monde Tum;ft Wednesday- Thursday V Friday Saturday Total Hourlir Operating Amount 9 12 -Jul -16 13Jul-16 14-Ju146 15 -Jul -16 16 -Jul -15 17Jul-75 16-Ju1.16 Hours R.I. Cost $ Komdsu 300 Excavator 1 2 2 $ 63.08 76.65 $ 267.56 Komatsu 200 Excavator 1 6 6 S 35.34 S. 46.90 $ 657.92 Cat IT -28 Loader 1 2 2 21.36 S 30.15 4 103.02 Lowboy 1 4 4 $ 4020 S 73.30 $ 464.D0 0 $ D $ 0 $ e s 0 g 0 $ o $ Small Tool Allowance 0 S Sub Total Equipment Overhead and Mark up IN CF 1502.80 $ i SD2.60 180.31 n,vux vt DescoAg Quantint sundev, Monday Tuesdair Wednesday Thursday FWay Saturday Total Hourly opuraung Amount 12J01-15 13Jo145 114 -Jut -15 116Jul-16 16Ju416 17+WI-15 18-Ju1.15 Hours Rale Cwt S SuN Toch A&Zullts 9 $ 600.00 S Fuel Costs 1orf tented EO $ Subtatal Rental Equipment Overhead and Mark up 12 % $ OF S $ r �/rRL Ren rHr. eumrmrsr r TOTAL FOR MATERIAL $ 1,628.88 Sub Conbaddr DoscrIptiirl Amount SuryTosh La wrt 1 $ 450.00 SuN Toch A&Zullts $ 600.00 ItAnty Locate.? Sun Total On&ubcontmdor. Overhand and Made tip1056 Overhead and kbrk up 7% $ 950,00 of $ 950.00 $ 115.00 or I $ Is W-WActlylty: 12900 N Meridian Street, Suite 120 Iv,n�eua�WYIRR�.IUR FAYCNJC y 7,u4e.uu Gradex, Inc Carmel, Indiana 46032 Sanitary Extension -Pittman Property Pricino Summary Leber Cost $ 2220.18 Owned Equipmetd Cost $ 1,802,91 Rented Equipment Cost 0 Material Cost S 1E25.08 Subwntractar Cost $ 7,046.00 Sub Total S 0,573,87 Band and Insurance PMmlums (Actual cost) -.75 % S 49,30 B & I mark up 10% S 4.03 Total S 0s2e21.- 12900 N Meridian Street, Suite 120 Gradex, Inc i Force Account Template (103) 3of3 Carmel, Indiana 46032 i GRr4DEX, INC. 12900 N. Meridian St. Suite 120 Carmel, IN 46032 Invoice To i Work Order No. Job No. Date Z3 1S Gradex Supervisor JQMP So, rS Customer P.O. Number Approved By As an authorized representative of my company. I hereby approve(d) Gradex, Inc. to proceed with work additional to Its contract. ITEMIZED BREAKDOWN OF .COSTS.._ This work order Is a binding contract and all itemized costs, Including taxes, overhead and profit shall be paid iri full within 30 days of invoice. All equipment and labor rates are per Gradex, Inc, current equipment and labor rate sheet and are non-negotiable. In the event there is a contract or subcontract provision between the parties to this work order that requires a written change order, this document shall constitute such a change order. The customer will be responsible for Interest and attorney fees for late payments. Interest on late payments will be billed at 1-1/2% per month. Date EQUIPMENT and/or MATERIAL Quantity or Hours Units Unit Cost Extension lLsi►s" L<czaAso rX3 8 A iiR 9l BLA D D t�'Uor S 2 Leco).�' 912611 '4* c -ia�G 1� ✓ C. Sub Total Sales Tax Date LABOR - Classliffi-cation Hours Units Cost Extension 9l BLA D GRADER APPROVED Sub Total Sales Tax Overhead Sub Total Profit TOTAL i Force Account Template (103) 1of3 Job #13251 Ililnols Street Extension #10-10 Sanitary Extension -Pittman Property I A13OR Sunday Monday Tuesday Wednesday Thursday Day of Week pate Activity Sunday 7/288015 Mondry 7878016 Tuesday 7888D16 Wadnesday 7888016 Thursday 7(,H)8016 Friday 713180i6 Saturday 8118015 auo turn,. rstoutt 5 9,178.06 ProUf D% OF $ 7649.71 S TOTAL LABOR $ 9,176,05 12900 N Meridian Street, Suite 120 Gradex, Inc Carmel, Indiana 46032 r i a Sunday Monday Tuesday Wednesday Thursday Friday Salurdny Houra Hours Total Rate Insumnco Payroll Gres 20 -Jul -15 27 -Jul -16 20 -Jul -15 294u1•16 30441.15 31-JUI-16 1 -Aug -16 S.T. O.T. Hour. Amount Amount eMsion 0 0 0 $ 38.00 $ S SUpervIslon 0 0 0 S 36.00 S S Operator Foreman 6 9 8 13 9 22 33,96 $ 745.00 $ 899.8a Operator Foreman ol 0 0 S 33.95 S $ Laborer Foremen 0 0 0 S 24.12 $ S Labamr Foremen 0 0 0 S 24.12 $ $ Operator 5 B 6 13 9 22 $ 32.45 $ 71390 S 858,03 Operator 5 7 6 12 5 17 $ 32,45 S 551.86 3 032.78 Operator 2,5 2 3 4.5 3 7.6 S 32AS S 243.38 3 292,05 operator 0 01 0 g 32A5 S S Operator 0 0 0$ 32A5 S $ O erotor 0 0 0 32AS $ $ Operator 0 0 0$ 32.46 S $ Operator 0 0 0 $ 32A5 $ $ Operator 0 0 0 $ 32.45 8 $ Operator 0 0 0 S 32.45 S $ Operator 0 0 D 32.45 S $ Olocrator 0 0 0 - 32,45 $ Labor 1015 B 6 16 11.5 27.5 .3 22.62 $ 622.05 S 752.12 Labor 1015 B 8 18 11.6 276 S 2262 S 822,05 S 752.12 Labor 9 0,0 8 9.8 178 S 2282 $ 395.85 $ 503.30 Labor 0 0 0 $ 2262 $ $ Labor 0 0 0 S 2262 $ $ Lobar 0 0 0 $ 22.62 S $ Labor -- --- - - -- - ---0 -D --2282' $ -'--- -$--'- Meohonlo 0 0 0 $ 32.45 S $ Mechonlo 0 0 0 $ 32.45 $ $ eaneft 6upeMslon Fringes (H&W, Perlslon, SAT, ICIAF, Trdnirq, Savings) Operalor Femmon Fringes (HBW, Pension, SAT, ICIAF, TrenitaB, Savings) Laboror Foreman Fringes (HBW, Parisian, SAT, ICIAF, Training, Savings) poralor Fringes (HBW, Pension, SAT, ICIAF, Tm1nnB, Savings) Labor Fringes (HBW, Ponsion, SAY, ICIAF. TrHInhV, emrnga) Mechanta Fringes W, Penslon, SAT ICIAF, Tralnn s , Savin 0 0 9) Paymn Insurance end Tax Costs Workmen's Compensation Insumace Gonaral Uabmy Insurance Fedoml Unemployment Tax State Urramployment Tax Federal Soclal Security Tax Sub Totals for Labor Sub totals ror Lobar Subtotal Payroll Insurance and Taxes SUSTOTALLABOR Ovoriroad 0 22 0 40,5 725 0 2.00% 243% 2.46% 7.55% 7,05% 20% Hourso Hourag Hours Hota.0 I Hou Hours® OF OF OF OF OF OF $ $ $ $ $ $ $ S S S $ $ 3 21.50 $ 16.31 $ 13.48 $ 18.31 $ 13.40 S 16.31 $ $ 3.B96.7B $ 3,896.78 $ 3695.78 $ 3,895.78 $ 3,896.78 is S 7,646.71 3,895.78 $ 358.82 75BA2 978,85 2,093.09 $ 81.30 94.79 9150 204.06 286.03 861.63 $ 5 S 4691,95 2,003.09 681,all 7.&16.71 1,629,34 auo turn,. rstoutt 5 9,178.06 ProUf D% OF $ 7649.71 S TOTAL LABOR $ 9,176,05 12900 N Meridian Street, Suite 120 Gradex, Inc Carmel, Indiana 46032 r i a Force Account Template (103) 2of3 Sanitary Extension -Pittman Property IiQUIPMENT Decal on QuantSunday Monday Tuesde Wedrwdav Thured Fridley Saturday Total Hourly Operalkin Amount $ 20.Iu145 27Jul-16 28 -Jul -15 29-Jr1-15 30 -Jul -15 31 -Jul -15 1 -Au 15 Hours Rete Coal S Komatsr 300 EXCaVator 1 5 91 8 22 $ 83.98 $ 79.85 $ 3,16428 Komatsu 200 EYCaVator 1 5 71 5 17 35.34 $ 46,90 $ 1,398,08 Cat IT -28 Loader 1 25 21 7.5 21.38 $ 30.15 $ 380,33 Lowboy1 D 4020 $ 73,30 $ Z' Pump 11 24 24 59 $ 1.53 $ 1.40 $ 17267 3* Pwnp 10 24 34 $ 4.35 $ 725 $ 394,40 Generator 1 11 24 24 691S 827 $ 31.85 $ 2,355.28 0 $ 0 $ o $ 0 $ Small Tool Allowance 0 ..Sub Tatty Equipment Overhead and Mark up 1291, OF $ 7,07122 $ 844.b5 $ 8,81&7fi Dried on quanuty SLlhdnV Monday Tuesday WednesdayThursday Hday Saturday Tolel Hourly operallng Amount 26Ju1-16 27 -Jul -15 28 -Jul -15 29 -Jul -16 304ul-16 31 -Jul -15 1,rW -15 Houm Rete Cost $ $ $ Fuel Coate for Rented EQ - S Subtotal Rental Equipment Overhead and Mark up 12% OF 3 is$ TOTAL RENTAL EQUIPMENT MATERIAL COSTS SUBCONTRAOTOR COSTS Sub Contractor Dwrtplon Amount 11.114ty Locates? Sub Total an Subcarrbuctors Overhead and Mark up Ovarhoad and Mark up $ 10% of $ $ 796 of $ $ Work Activlty; 12900 N Merldlan Street, Suite 120 I U r -U -N I KAG r UK t"IdNSE $ Gradex, Inc s Carmel, Indiana 46032 Force Account Template (303) 3of3 Sanitary Extension -Pittman Property Pricing summary Lebor Cost 4 8,776.05 Owned Equipment Cost $ 8,819.76 Rented Equipment Cost $ Material Cost $ 2.48724 Subcontractor Cost g Sub Total $ 20,479,05 Bond and Insurance Pramiums (Actual cost) -.75 % $ 163.59 B & [ markup 10% $ 16.36 Total S 29,ea9.g9 12900 N Meridian Street, Suite 120 Gradex, Inc Carmel, Indiana 46032 GRADEX, INC. 12900 N. Meridian St. Suite 120 Carmel, IN 46032 Invoice To pdSYv_-ers Description of work Work Order No. Job No. 13W L Date 2k5bI IS' Gradex Supervisor— 3arnv_ S4. _ 'S Customer P.O. Number Approved By As an authorized representative of my company. I hereby approve(d) Gradex, Inc, to proceed with work additional to Its contract. ITEMIZED BREAKDOWN OF COSTS This work order is a binding contract and all Itemized costs, Including taxes, overhead and profit shall be paid in full within 30 days of invoice. All equipment and labor rates are.per Gradex, Inc. current equipment and labor rate sheet and are non-negotiable. In the event there is a contract or subcontract provision between the parties to this work order that requires a written change order, this document shall constitute such a change order. The customer will be responsible for Interest and attorney fees for late payments. Interest on late payments will be billed at 1-1120% per month. Date EQUIPMENT and/or MATERIAL Quantity or Hours Units Unit Cost Extension 2..' 0, -� 1 rC, b vr e("S Z �il3J�► E�Sr.c}-s.� 711.v �cG:,,,��--� 263 S �R � ill z" 5 C_ Pte, �1A Lt 19.(14 INV Sub Total Sales Tax Date LABOR - Classification Hours Units Cost Extension S � ? �1 fp11 2..' 0, -� 1 rC, b vr e("S Z }+P' GRADEX APPROVED Sub Total Sales Tax Overhead Sub Total Profit TOTAL GRADEX, INC. 12900 N. Meridian St. Suite 120 Carmel, IN 46032 Invoice To l �'USS�fc�S �dlcFdh(' Work Order No. Job No. 132 ' l Date ?All Is Gradex Supervisor �c�r�esc Customer P.O. Number Approved By As an authorized representative of my company. I hereby approve(d) Gradex, Inc. to proceed with work additional to Its contract. ITEMIZED �REAKDOWN _OF. COSTS This work order Is a binding contract and all itemized costs, Including taxes, overhead and profit shall be paid In full within 30 days of Invoice. All equipment and labor rates are per Gradex, Inc. current equipment and labor rate sheet and are non-negotlable. In the event there is a contract or subcontract provision between the parties to this work order that requires a written change order, this document shall constitute such a change order. The customer will be responsible for Interest and attorney fees for late payments. Interest on late payments will be billed at 1-1/20/b per month. Date EQUIPMENT and/or MATERIAL Quantity or Hours Units Unit Cost Extension 9AL115 Xorm�*'j PC -3m kXC' 4� I i , 16 063 rl 9/511 iy sr 2 S L Er- * SS l 2— t� 2,4 NiD iD 4R �l�✓I r ► 2�r -�f R, Sub Total Sales Tax Date LABOR - Classification Hours Units Cost Extension I i , 16 NiD GRADEX APPROVED Sub Total Sales Tax Overhead Sub Total Profit TOTAL GRADER, INC. 12900 N. Meridian St. Suite 120 Carmel, IN 46032 Invoice To --Ccm too Work Order No. J 1 Job No. I3ZS Date gl 1 I (S Gradex Supervisor Customer P.O. Number App roved By i As an authorized representative of my company. I hereby approve(d) Gradex, Inc, to proceed with work additional to Its contract. ITEMIZED BREAKDOWN OF COSTS This work order is a binding contract and all Itemized costs, Including taxes, overhead and profit shall be paid in full within 30 days of invoice. All equipment and labor rates are per Gradex, Inc, current equipment and labor rate sheet and are non-negotlable. In the event there is a contract or subcontract provisionbetween the parties to this work order that requires a written change order, this document shall constitute such a change order. The customer will be responsible for Interest and attornay fees for late payments. Interest on late payments will be billed at 9-1 /2% per month. Date EQUIPMENT and/or MATERIAL Quantity or Hours Units Unit Cost Extension 511115 16 K g i l D PG2DD Fc, *?63 S ++P ��I S LTzg er, ur-�lLLO k} elf z --------------------- `� (lr 14OLE �? r/ 5 R35'-- 4-epuscwp I L -P Sub Total Sales Tax DateLABOR - Classification Hours Units Cost Extension 511115 16 K (he 24,57 GRADEX APPROVED Sub Total Sales Tax Overhead Sub Total Profit TOTAL Force Account Template (103) 1of3 Job #13261 Illinois Street Extension #10-10 Sanitary Extenslon-PlUmen Property LABOR Day of Week pate Activity i Sunday 822015 Monday al312o16 Tuesday BI42075 Wednesday 852013 Thursday aa12015 Friday eW2015 i Saturday 552015 I vr- -oun $ 10,257.18 22900 N Meridian Street, Suite 120 Gradex, Inc Carmel, Indiana 46032 Sundav Mandav Tuesday Wednesda Thursday�VyFdda ' Saturday Haus Hours Total RRIA Insurance Payroll Crag 2•Au -15 3 -Aug -16 4 -Au •15 5-A -15 &Au -16 7 -Au -16 8 -Aug -15 S.T. O.T. Hours Amount Amount supervIIon 0 0 0 6 35.00 $ $ SupwMalan 0 0 0 $.. _36.00 -_ _.-_ $Opa__ ralvr Foremen 4.6 12 12 20.6 8 28.5 33.95 987.58 1 103.38 O Bmtor Foreman 1 0 01 0 3 33.9S,$ $ Laborer Foreman D 0 0 $ 24.12 $ $ Laborer Foreman D 0 0 $ 24.12 Operator 4.3 11 11 210.5 6 25.$ S 32.45 S 559.93 $ 057.28 O orator 3 7 3 13 0 13 6 3245 $ 421.85 $ 421.85 Operator 1.5 4 0 13,5 0 13.6 S 3245 $ 438.08 3 438.08 Operator 0 0 01 S 32.45 $ $ Operator 0 0 0 $ 3245 $ Operator 0 0 0 $ 32451S $ Operator o 0 D 32As S $ stator 0 0 0 $ 32:46 1 5 $ Operator 0 0 0 $ 32491$ $ Operator 0 0 0$ 3245 IS $ Operator 0 0 O S 32.45 b $ stator D 0 D $ 32AS I S $ Labor S.76 11ti 24 6.75 30.75 4 22.62 $ 895,57 .S 771.91 Labor 8.76 12 11 24 7.75 31.75 $ 22.62 $ 718.19 S 806.64 Labor 12 10 16 6 22 $ 22.62 $ 487.84 6 565,60 Labor 0 0 0$ 22.52 S S Leber 0 0 O $ 22.62 $ $ Labor 0 0 0 $ 22.62 S $ Labor---- -- - - - -- ---- - -- --0FH-: 0 ----- -10 ' $---22.62Mechealo 0 0 i 3245Mechanic 0 0 S 3245 $ $ Sub Totals far Labor $ 4598.82 $ 6063.62 SupelNslon Fringes (HBW, PoriSAT, ICIAF, Training, savings) 0 $ 21.50 S Operator Foremen Fringes (I -16W, Pension, SAT, ICIAP, Training, Bevings) 28.6 Hours 4 16.31 S 404.84 Lebow Foreman Fringes (HaW, Penslon. SAT, ICIAF, Training, Savings) 0 Houma 3 13,46'1$ OpBrator Fringes (HaW, Panton, SAT, ICIAF. Trslning,savings) 63 Hours S 18.31 $ 564A3 Labor Fringes (HBW, Panslon, SAT, (GIAF, Training, SavNgs) 84.5 Hou $ 13.46 $ 1,137.37 Mechanic Fdngas (HBW, Pension, SAT, ICIAF, Tre108eg, Savings) 0 Hous® $ Will $ Bub totoie for Labor $ 2,466.64 $ 2A69.04 eyroll Irsuterrce end Tax Coate � _ ou0nen's Compensation Insurence 2.09% OF $ 4,598.02 $ 95.90 General UebOitylrnumnoa 2.43% . OF $ 4.598.02 $ 111.90 Federal Unumplayment Tax 2.40% OF $ 4.508.02 110,37 State Une nploymenl Tax 7.55% OF S 4,59&B2 6 347.12 Federal Social Socudty, Tax 7.05% OF $ 4,588.82 S 351.81 Subtotal Payroll Insawwe and Taxes $ 1,017.18 $ 1,M7.111 SU13TOTALLABOR $ 8547.83 Overhoad 20% OF $ 8,547.63 S 1,709,63 SUBTOTALLABOR $ 10257.18 Profit 096 OF $ 8,547.63 $ I vr- -oun $ 10,257.18 22900 N Meridian Street, Suite 120 Gradex, Inc Carmel, Indiana 46032 Force Account Template (103) 2of3 Sanitary Extension -Pittman Proporty FOUIPMENT Description Quangiv Sundu Monday Tuesd Wedneada Y Thumda o, Friday saftudav Total Hour operagna Amount Fuel Cash for Rented EO 2-Au0.15 3 -Aug -15 4 -Ana -15 15 tt-Au -16 7-A 15 8,AuO-15 Hours Rate Coat 10% of S Komatsu 300 Farcevelor 1 4.5 11 11 28.5 $ 63,98 S 79.85 $ 3,811,51) Komatsu 200 Evmvalor 1 3 7 3 13 $ 35,343 46.90 1089.12 Gat1`17-1111Loader LwNa 2' Pump 1 1 1 24 1.6 24 4 24 8 1B 13.6 $ 0 $ 88 $ 21.36 S 40.20 $ 1.53 30.16 3 73.30 3 1.40 S 895.39 257.84 3'PUMD 1 24 24 24 1B 881$ 4.35 726 S 1,02090 Generator 9, Pump 1 24 1 24 24 16 ie 11 88 33 $ 627 8.38 $ 31.65 3 17.06 $ 3,612.88 839.19 0 $ 0 $ o $ Small Tad Allowance D $ Sub Total Equipment ._ ._. _ Overhead and Mark upr 12% .. -- -- - -- — OF 11 08.70 -. .. -._ .$ 11,208.79 $ 1,344.81 w Thumday Friday Saturday Total Hourly Description Quantity Sunda Monday Tuesday WGdnagft 2mratingAmount 2 -Aug -15 3 -Aug -15 4 -NM -15 6-Auo45 5-Au0.15 7 -Aug -13 B -Au -15 Hours Rate Cost S s s Fuel Cash for Rented EO s $ Subtotal Rental Equipment Dvarbead and Mark up 1296 OF 1 S $ $ MATERIAL COSTS TOTAL FOR MATERIAL s 8,017.81 Sob UnImotor Description Amount 11JURY Laeatec7 Sub Total on Subcontmdors Ovedtead and Mark up Ovorheadmild Mink up g 10% of S S 796 1 of S S Work Acuveyr 12900 N Meridian Street, Suite 120 IU IA-06UN I HAV 1 VK ERt'EN6E F - Gradex, Inc Carmel, Indiana 46032 Force Account Template (103) 3ot3 Sanitary Extonslon-Plttmen Property ejlc_Inn Summary Labor Cost $ 10,257.10 Owned equipment Cost S 12.551.eo Rented Equipment: Cost g - Material Cost g 8.017.81 Subcontractor Cost g Sub Tote] 8 30,82857 Bond and Insurance Premiums (Actual cost) -.75 % S 231.20 B 8 I mark up 10% $ 23.12 Total S 31,080.89 12.900 N Meridian Street, Suite 120 Gradex, Inc Carmel, Indiana 46032 GRADEX, INC. 12900 N. Meridian St. Suite 120 Carmel, IN 46032 Invoice To �.. Description of work Work Order No. 1 Job No. )32Y 1 Date ��zf�r•5 Gradex Supervisor__ 's Customer P.O. Number Approved By As an authorized representative of my company. I hereby approve(d) Gradex, Inc. to proceed with work additional to Its contract. ITEMIZED BREAKDOWN OF COSTS This work order is a binding contract and all itemized costs, including taxes, overhead and profit shall be paid in full within 30 days of invoice. All equipment and labor rates are per Gradex, Inc. current equipment and labor rate sheet and are non-negotiable. In the event there Is a contract or subcontract provision between the parties to this work ander that requires a written change order, this document shall constitute such a change order. The customer will be responsible for interest and attorney fees for late payments. Interest on late payments will be billed at 1-112% per month. Date EQUIPMENT and/or MATERIAL Quantity or Hours Units t o Cost Extension "Q/57 z" , P 7A- _ 2 ? -24 *W_ Sub Total Sales Tax Date LABOR - Classification Hours Units Cost Extension i8 Sub Total Sales Tax Overhead Sub Total GRADEX APPROVED Profit TOTAL GRADEX, INC. 12900 N. Meridian St. Suite 120 Carmel, IN 46032 Invoice To �C'r� F sllcr•-s Description of work Work Order No, Job No. Ozy- Date 3 1S Gradex Supervisor S-14-.r`r�fY Customer P.O. Number Approved By As an authorized representative of my company. I hereby approve(d) Gradex, Inc. to proceed with work additional to its contract. ' I ITEMIZED BREAKDOWN OF -C -0 -STS This work order is a binding contract and all itemized costs, Including taxes, overhead and profit shall be paid In full within 30 days of invoice. All equipment and labor rates are per Gradex, Inc. current equipment and labor rate sheet and are non-negotiable. In the event there is a contract or subcontract provision between the parties to this work order that requires a written change order, this document shall constitute such a change order. The customer will be responsible for interest and attorney fees for late payments. Interest on late payments will be billed at 1-1/2% per month. Date EQUIPMENT and/or MATERIAL Quantity or Hours Units Unit Cost Extension ` 63 1v Pec 30c7 c, t�.o _S I'U Pc zoD e -) c- i�.s PFIN 5 'T28 erS'1 1.S (Z 41/S-- Z'(T Z4 611S 211 ZA Z/-1 Sub Total Sales Tax Date LABOR - Classification Hours Units Cost Extension X13, i�.s PFIN 4-S- GRADEX APPROVED Sub Total Sales Tax Overhead Sub Total Profit TOTAL GRADER, INC. 12900 N. Meridian St. Suite 120 Carmel, IN 46032 Work Order No. Job No. 13251 Date E !S Gradex Supervisor Customer P.O. Number Invoice To 11 ! �N1E3?rS Approved By As an authorized representative of my company. I hereby approve(d) Gradex, Inc. to proceed with work additional to Its contract _ ITEMIZED BREAKDOWN OF. COSTS This work order is a binding contract and all itemized costs, Including taxes, overhead and profit shall be paid in full within 30 days of invoice. All equipment and labor rates are per Gradex, Inc. current equipment and labor rate sheet and are non-negotiable. In the event there is a contract or subcontract provision between the parties to this work order that requires a written change order, this document shall constitute such a change order. The customer will be responsible for interest and attorney fees for late payments. Interest on late payments will be billed at 1.1/2% per month. Date EQUIPMENT and/or MATERIAL Quantity or Hours Units Ung cost Extension D v QG3do axc :0-24-(' I we . �:. ® E_ Born so G26o b_>_g 4�- `?(�3 � • -.M�M � 9k 4 �'A 11 2A r1411,5' /1 Z -- �` J1, -- •--, I.�SCx� CSO �� v Sub Total Sales Tax .•RM F ®M t_ I we . �:. ® E_ � • -.M�M ®ops GRADEX APPROVED Sub Total Sales Tax Overhead Sub Total Profit TOTAL 1 GRADEX, INC. 12900 N. Meridian St. Suite 120 Carmel, IN 46032 Ij Work Order fNo. Job No. f 3Z<S I Date Gradex Supervisor F1` Customer P.O. Number Approved By As an authorized representative of my company. I hereby approve(d) Gradex, Inc. to proceed with work additlonal to Its contract. This work order is a binding contract and all itemized costs, including taxes, overhead and profit shall be paid in full within 30 days of Invoice. All equipment and labor rates are per Gradex, Inc. current equipment and labor rate sheet and are non-negotiable. In the event there Is a contract or subcontract provision between the parties to this work order that requires a written change order, this document shall constitute such a change order. The customer will be responsible for Interest and attorney fees for late payments. Interest on late payments will be billed at 1-1/2% per month. Date EQUIPMENT and/or MATERIAL Quantity or Hours Units Unit Cost Extension � ZZ, 961 1'C26D Ex 41--263 3 ! 32- +W- ! Z. tZ 411s-- 546-+ :35SSS oN ' 1 T ' c , GFS 46,617 Sub Total Sales Tax Date LABOR - Classification Hours Units Cost Extension ZZ, I ! 32- +W- ! Z. tZ GRADEX APPROVED Sub Total Sales Tax Overhead Sub Total Profit TOTAL. GRADEX, INC. 12900 N. Meridian St. Suite 120 Carmel, IN 46032 Invoice To non's Ttit��r�� G-r;n N'ez�u Work Order No. Job No. ) 32,S_ I Date Gradex Supervisor �Ylrr35 CC'S Customer P.O. Number. Approved By As an -authorized representative of my company. I hereby approve(d) Gradex, Inc. to proceed with work additional to Its contract. Description of work l r ' i Ls `Cur- m s- Cc:rtitucd' ITEMIZED BREAKDOWN OF COSTS This work order is a binding contract and all Itemized costs, Including taxes, overhead and profit shall be paid in full within 30 days of Invoice. All equipment and labor rates are per Gradex, Inc, current equipment and labor rate sheet and are non-negotiable. In the event there is a contract or subcontract provision between the parties to this work order that requires a written change order, this document shall constitute such a change order. The customer will be responsible for Interest and attorney fees for late payments. Interest on late payments will be billed at 1-1/2% per month. Date EQUIPMENT and/or MATERIAL Quantity or Hours Units Unit Cost Extension t t L -S Sub Total Sales Tax Date LABOR - Classification Hours Units Cost Extension Sub Total Sales Tax Overhead Sub Total GRADEX APPROVED Profit TOTAL EUU PMENT "--WATCHJ www.equlpmentwatch.com Rental Rate Blue Book® Komatsu PC30OLC-7 (disc. 2007) Crawler Mounted Hydraulic Excavators ko V- of SS tk. 3oo EyJCa\)a-4Dr May 11, 2015 Size Class: Operating Weight 33.1 -40.0 MTons I Weight: 75,376 lbs. i Configuration for_PC300LC-7 Power Mode Diesel Bucket Capacity - Heaped 2.56 cy Operating Weight 34.2 t Net Horsepower 246.0 hp Equipment Notes: General Purpose bucket included in rate, unless otherwise noted'. i Blue Book Rates = " FHWA Rate is equal to the monthly ownership cost divided by 176 plus the hourly estimated .Oeri3iil Ownership Costs Monthly Weekly Daily ' , Hourly Published Rates $11,260.00 $3,155.00 $790.-00:-... " $120.00 Adjustments Region (100%) - - - Model Year (1000/6) - - - Ownership (100%) - - - - Operating (100°/x) Total: $11,260.00 $3,155.00. _ $790.00 $120.00 Element Depreciation (ownership) Overhaul (ownership) CFC (ownership) Indirect (ownership) Fuel (operating) @ $3.98 Revised Date: 2nd Half 2014 Percentage 38% 48% 6% 8% 51% cost. Estimated Operating Costs Hourly $79.85 $79.85 Value $4,278.80 / mo $5,404.80 / mo $675.601 mo $900.801 mo $41.121 hr FHWA Rate" Hourly $143.83 All material herein @ 2003-2015'Penton All rights reserved. Page 1 of 1 k-lorylo&5a- C900 C--�Y-CAVovr i iEGUIPMENT UWATCH) www.equipmentwatch.com Rental Rate Blue Book@ May 11, 2015 Komatsu PC20OLC-6 (disc. 2001) Crawler Mounted Hydraulic Excavators Size Class: Operating Weight 21.1 - 24.0 MTons Weight: 46,970 lbs. Conflauration for PC20OLC-6 Power Mode Diesel Bucket Capacity - Heaped :-1.00 cy Operating Weight 21.3 t Not Horsepower 133.0 hip Equipment Notes: General Purpose bucket Included in rate, unless otherwise noted. Blue, Book Rates - *� .— g cost. FHWA Rate is equal to the monthly ownership cost divided by 176 plus the hourly estimated opq Ownership Costs Monthly Weekly Daily. `i. Hourly Published Rates $6,220.00 $1,740.00 $43.15.66: $65.00 Adjustments Region (100%) Modal Year (1100%) Ownership (100%) Operating (100%) Total: $6,220.00 $1,740.0.0 $435.00 $66.00 RAW Element Allodatidil- Element Depreciation (ownership) Overhaul (ownership) CFC (ownershipy Indirect (ownership) Fuel (operating) @$3.98. Revised Date: 2nd Half 21714 Percentage 38% 48% 6% 8% 47% All material herein @ 2003-2015 Penton All rights reserved, Estimated Operating Costs Hourly $46.90 $46.90 Value $2,363.601 mo $2,985.601 mo $373.201 mo $497.601 mo $22.231 hr FHWA Rate#" Hourly $82.24 $82.24 Page 1 of 1 I Loader 0 Equip entWatch" www.equlpmenivatch.com All prices shown in US$ Rental Rate Blue Book® October 16, 2015 Caterpillar IT28G (disc. 2006) 4_Wri Artir intwri 1Nhwal I nnrlpm Size Class: Net Hp 135 -149 HP Weight; 27,856 lbs. Configuration for IT28G Power Mode Diesel Bucket Capacity - Heaped 2.35 cy Net Horsepower 143.0 hp Operator Protection EROPS Equipment Notes: Includes General Purpose bucket and ROPS, unless otherwise noted. Blue Book Rates - *' FHWA Rate is equal to the monthly ownership cost divided by 176 plus the hourly estimated operating cost. Percentage�3j0 Value Ownership Costs Estimated $1,541.60 / mo Overhaul (ownership) 41% Operating Costs CFC (ownership) Monthly Weekly Daily Hourly Hourly 11% Published Rates $3,760.00 $1,055.00 $265.00 $40.00 $30.15 $15.93 / hr Adjustments Region (100%) - - Model Year (100%) Ownership (100%) Operating (100%) Total: _$3,760.00 _ $1,055.00. $265.00 _ $40.00 0.1-5 _ Rate Element Allocation Revised Date: 2nd Half 2015 FHWA Rate" Hourly $51.51 All material herein @ 2003-2015 Penton All rights reserved. Page 1 of 1 a Element Percentage�3j0 Value Depreciation (ownership) 41% $1,541.60 / mo Overhaul (ownership) 41% $1,541.601 mo CFC (ownership) 7% $263.201 mo Indirect (ownership) 11% $413.601 mo Fuel (operating) @ $3.46 53% $15.93 / hr Revised Date: 2nd Half 2015 FHWA Rate" Hourly $51.51 All material herein @ 2003-2015 Penton All rights reserved. Page 1 of 1 a www.equ Ipme ntwatch.com Renta! Rate Blue Book® On -Highway Truck Tractors Miscellaneous Models Size Class: Gross Vehicle Weight 60,001 GVW & Over Configuration for On -Highway Truck Tractors Loc, koc /, t TroA evcpa - I &� 0) - May 11, 2015 Power Mode - -Diesel- - -- Axle..Configuration.. Maximum Gross Vehicle Weight 70,000 lbs Horsepower 450.0 Equipment Notes: Non -Sleeper Cab Blue Book Rates "* FHWA Rate is equal to the monthly ownership cost divided by 176 plus the hourly estimated operating cost. Eiemont Depreciation (ownership) Overhaul (ownership) CFC (ownership) Indirect (ownership) Fuel (operating) @ $3.98 - Revised Date: 2nd Half 2014 ` "? erten age - - 44% 43% - _ 4% 9% 71% $1,806.201 mo $1,765.151 mo . $164.201 mo $369.451 mo $43.881 hr -4 40, a /4113,30 All material herein 0 2003-2015 Penton All rights reserved, Page 1 of 1 Ownership Costs Estimated PHWA Rate" - _ Operating Costs Monthly Weekly Daily -_= Hourly Hourly Hourly Published Rates $4,105.00 $1,150.00 $290.0G-'.:-':-' $44.00 $62.10 $85.42 Adjustments Region (100%) - - - - Model Year (100%) - - - ownership (100%) - - Operating (10011/o) Total: $4,105.00 $1,160.00 = $290.00 $44,00 $62.10 $86.42 Rate Element Allocation = - P t Value Eiemont Depreciation (ownership) Overhaul (ownership) CFC (ownership) Indirect (ownership) Fuel (operating) @ $3.98 - Revised Date: 2nd Half 2014 ` "? erten age - - 44% 43% - _ 4% 9% 71% $1,806.201 mo $1,765.151 mo . $164.201 mo $369.451 mo $43.881 hr -4 40, a /4113,30 All material herein 0 2003-2015 Penton All rights reserved, Page 1 of 1 Total: $2,970.00 $830.00 '$210.00 $32.00 $11.20 $28.08 Rate Element Allocation Element Percentage Depreciation (ownership) 43% $1,277.101 mo Overhaul (ownership) 35% $1,039.501 mo CFC; (ownership) 4% $118.801 mo Indirect (ownership) 18% $534.601 mo. Fuel (operating) Fuel Cost data Is not available for these rates. Revised Date: 2nd Half 2014 I All material herein @ 2003-2015 Penton All rights reserved, Page 1 of 1 0 b iEGUIPMIENT UWATCH] wvimequipmentwatch.com Rental Rate Blue Book® May 11, 2015 Fixed Gooseneck Equipment Trailers Miscellaneous Models Size Class: All Configuration for Fixed Gooseneck Equipment Trailers –Number.of Axles. 4— DeckType- Deck Length 20' ft Capacity .126 t Blue Book Rates FHVVA Rate Is equal to the monthly ownership cost divided by 176 plus the hourly estimated oper"PtIng cost Ownership Costs Estimated FHWA Rate** Operating Costs Monthly Weekly Daily Hourly Hourly Published Rates .$2,970.00 $830.00 $210.00 $32.00 $11.20 $28.08 Adjustments Region (100%) Model Year (i00%) Ownership (100%) Operating (100%) Total: $2,970.00 $830.00 '$210.00 $32.00 $11.20 $28.08 Rate Element Allocation Element Percentage Depreciation (ownership) 43% $1,277.101 mo Overhaul (ownership) 35% $1,039.501 mo CFC; (ownership) 4% $118.801 mo Indirect (ownership) 18% $534.601 mo. Fuel (operating) Fuel Cost data Is not available for these rates. Revised Date: 2nd Half 2014 I All material herein @ 2003-2015 Penton All rights reserved, Page 1 of 1 PW A� EQUIPMENT UVATCKJ www.equipmentwatch.00m Rental Rate Blue Book® May 11, 2015 Self Priming Trash Pumps Miscellaneous Models Size Class: 311.4!1 Configuration for Self Priming Trash Pumps .-P-ow-er-Mode _... ...... _. _. ..._ ...Diesel ---...CPBRating Pump Size 3.0 in Pump Capacity .18i000 gph Horsepower 16.0 Equipment Notes: Portable. Hoses and auxiliary equipment are not Included. Electric start, unless othl�iwlsa noted. Based on Contractor's Pump Bureau I ratings system. Blue Book Rates •" FHWA Rate is equal to the monthly ownership cost divided by 176 plus the hourly estimated operating cost. Ownership Costs Estimated FHWA Rate" Monthly Published Rates $765.00 Adjustments Region (100%) - Model Year (100°/6) - Ownership (100%) - Operating (100%) Total. $765.00 Weekly Dailt(_;_,. _.. $215.00 $54i- 54i- W5.06" $215:06'_....- ` $64.00 Rate Element Allocation Element - Depreciation (ownership} Overhaul (ownership) CFC (ownership) Indirect (ownership) Fuel (operating) @ $3.73 Revised Date: 1st HAffL2015 Operating Costs Hourly Hourly Hourly $8.00 $7.25 $11.60 $8.00 $7.26 1$4,3 Percentage Value 46% $351.901 mo 42% $321.301 mo 3% $22.95 / mo 9% $68.851 mo 54% $3.92 / hr All material herein © 2003-2015 Penton All rights reserved. $11.60 Page 1 of 1 iEGUIPMENT L--WATCHI www.equipmentwatch.com 0 E c4 v i c-' JDL Loyle Rental Rate Blue Book® May 11, 2015 Electric Submersible Pumps Miscellaneous Models Size Class: Discharge Diameter 1.5 & 2.0 Inch Configuration for Electric Submersible Pumps Size 2.0 In Horsepower :-2.0 Voltage 2301460 Phase Thiee Equipment Notes: Includes 50' of cable. Blue Book Rates ** CLnAtA 13 & a e is equal to the monthly umitntiruptutst umueu uy 110 plus lne "ouriye5urnatea operai.qg.oasx. Ownership Costs . . . Estimated FHWA Rate** Operating Costs Monthly Weekly Daily Hourly Hourly Hourly Published Rates $260.00 $73.00 $3.00 $1.40 $2.88 Adjustments Region (100%) Model Year (1100%) Ownership (100%) Operating (100%) Total: $260.00 $73.00 $18.00 $3.00 $1.40 $2.88 Rate Element Allocation Element Percentage Value Depreciation (ownership) 53% $137.801 mo Overhaul .(ownership) 36% $93.60 / M0 CFC (ownership)3% $7.801 mo Indirect (ownership) 8% $20.80 1 mo Fuel (operating) @ $0.00 16% $0.22 / hr Revised Date: 1 st Half 20%* All material herein @ 2003-2015 Penton All rights reserved. Page 1 of 1 75HO &eAW_,K6tX'Vr kiQUIPMENT UWATCH] www.equipmentwatch.com Rental Rate. Blue Book® Large Generator Sets Miscellaneous Models Size Class: Prime Output 61 -100 KW Configuration for Large Generator Sets Power Mode Diesel Prime Output @ 60 Hz 79 kW Horsepower 115.0 Enclosure Enclosed May 11, 2015 Blue Book Rates FHWA Rate Is equal to the monthly ownership cost divided by 176 plus the hourly estimated operating cost. Ownership CostsEstimated a FHWA Rate" Operating Costs Monthly Weekly Daily Jidurly Hourly Hourly Published Rates $1,456.00 $405.00 $100.00 $15.00 $31.65 $39.92 Adjustments Region (100%) Model Year (100%) Ownership (100%) Operating (100%) Total: $1,465.00 $406.00 4100.00 $15.00 $31.65 $39.92 Rate Element Allocation 43. a,/ -Element- -4-- --.—Percentage----- Depreciation (ownership) 44% $640.20 mo Overhaul (ownership) 37% $538.35 mo CFC (ownership) 6% $87.301 mo Indirect (ownership) 13% $189.15 / mo Fuel (operating) @ $3.73 73% $23.16 / hr Revised Date: 1st Haff 2015... All material herein @ 2003-2015 Penton All rights reserved. Page 1 of 1 0 EqulpmentWatcW www.equipmentwatch.com All prices shown In US$ Rental Rate Blue Book® Meavy Duty Centrifugal Pumps Miscellaneous Models (o (( Pa4,J October 16, 2015 Size Class: i CPB Rating 4" - 6" Configuration for Heavy Duty Centrifugal Pumps i Power Mode Diesel CPB Rating 90M Size 6,0 In Pump Capacity 90,000 gph Horsepower 65,0 I Equipment Notes: Portable and self -priming. Hoses and auxiliary equipment are not Included. Electric start, unless otherwise noted. Based on Contractor's Pump Bureau ratings system. Blue Book Rates " FHWA Rate Is equal to the monthly ownership cost divided by 176 plus the hourly estimated operating cost. 9a Ownership Costs Monthly Weekly Daily Hourly Published Rates $1,475.00 $415.00 $105:00 $16,00 Adjustments 9% Region (100°/x) - - - Model Year (100%) $25.43 Ownership (100%) - - - Operating (100%) •--- Total: $1,475.00 $415.00 $105.00 $16.00 —R -ate -Element -Allocation--- - -- — - --- $944.00 / mo Element 6•.1 Percenta Depredation (ownership) 24% Overhaul (ownership) 64% CFC (ownership) 3% Indirect (ownership) 9% Fuel (operating) @ $3.73 57% Revised Date: 1st Half 2015 Estimated FHWA Rate*" Operating Costs Hourly Hourly $17.05 $25.43 $17.05 $25.43 •--- - ---'--- Value $354.00 / me $944.00 / mo $44.251 mo $132.75 / mo $9.72 / hr All material herein 0 2003-2015 Penton All rights reserved. Page 1 of 1 Quote Date 11/20/2013 Expiration Date 12120=1 3 Contact Name Tom DeKlyen Quote ID Quote -24066 Email tomdeklyen@gradexinc.com Phone (317) 573-3974 Account Name GRADER INC Quote Name Illinois Street Extension 10-10 Account Number 233548 Street Address Illinois Street from 106th to Spring Mill Rd Street Address 2 Zone 34 City- Carmel County Hamilton State/Province IN Postal Code 46032 'Country United States Tax Exempt No I am pleased to quote prices on the following required products an the above project: Product Total $129,360.00 Per Unit Haul Rate Total - $57,430.00 Flat Haul Rate Total $0.00 Combined Amount $186.790.00 12900 N MERIDIAN ST #120 CARMEL IN 46032- 317-573-3970 317-573-3979 PENHALL COMPANY *Note New Remit To Address P.O. Box 842911 Los Angeles, CA 90084-2911 J 106TH & SPRINGMILL 00354 000020438 PENHALL COMPANY *Note New Remit To Address P.O. Box 842911 Los Angeles, CA 90084-2911 J 106TH & SPRINGMILL 13251 AM, MANHO LE 106 T AND SPRINGM CARMEL 13 251 GOODNIGHT, BRIAN R. JAMES 0 '63 32015- 1 12" DIA X 5-1/211 DEEP CORED HOLE 3506857 300-00 THROUGH CONCRETE MANHOLE 1) 406-12A BOOT **NO RETAINAGE IS TO BE WITHHELD**- ***** VISA, MASTERCARD & NOW ACCEPTED FOR PAYMENT THANK YOU FOR YOUR BUSINESS.*** For billing questions please contact: 317-875-7-601 300.00 TERMS: N T 30 DAYS Information provided as required by IRC section 3406 Penhall Company TIN 33-0349226 Subject to the standard terms and conditions which are posted and may be accessed at www.penhall.com/terms-and-conditions. From:IMI 317 1138 6849 11/19/2018 12:18 11204 P. 001/00'1 31MI !Ws Materials. Inc. Rate; November 18, 2013 Customer, GRADER, INC, Attention: CONCRlTS QUOTATION Project: ILLINOIS ST, EXTF..NTION 2014 Location: CARMEL, INDIANA Sid Date: NOVEMBER 20, 2013 Mix d Concrete Desori tion Gross Price Tiscount Not Price 1800 CLASS.A STONE ='fWI - .. OLAS_S A NONE .ASH - -- .. _ _ $7'8.00 _ _ 7=-78.00 - - - $31 CY 3 l CY- - 7S.D0 - - $76.00- 1030 1638 CLASS B STONE ASH CLASS C STONE ASH $72.00 $84.00 31 OY 31 Cy $06,00 $81.D0 1960 FLEXIFILL NON -REMOVABLE $53.50 31 CY 60.60 1961 FLEXIFILL. REMOVABLE $83.50 3 ! CY 60.50 LC3688 LC -10" GREEN SLATE Winter CoadWons• (Nov 3 - Maroh 31)add/oy: $3.00 110.00 ' glivironmentui Fee, Add Per Cubic Yard $2..00 Flyash mixes are stabject to availability. If flyash h not available straight cement mixes win be used. Mxea wi11 be priced as quoted. (If straight cement mixes are not quoted add $2.50 to performance price) Proper truck washout area. must be provided on site, 1Pricas good through Becamber 31, 2014, acid $7.00 per yard anmmlly thereafter. 4kLIditlorial Oytdons &dd6tiorral Chary -es Non. chloride Aeoelmutor, per dose: $4,50 Small load obarge ley or less, per load; $90,00 Bacb I _QaLc1=LCbloAde. $2,50—.—Small.load-ohatge2.25 to -3 -%-ay, per -load: --- $50=00 --- High Pori'otrname Aocelerator, per dose; $3,50 Excest ualo adb* over 30 thinutes, per hr. $90.00 Type 111 Replaoemew, Wbeu available add/o3: $6,00 Saturday, per load $40,00 ,Additional Bag of Type 1 Cement, add/oy: $6,50 Holidays and Sundays: TBD Retarding Admixture, add/cy., $1.00 Winter CoadWons• (Nov 3 - Maroh 31)add/oy: $3.00 h1id-Range Water Radueer, add/ey; $3.00 Late delivery, 8tor 5:00 P.m. pet load; $75.00 I3igi� Range Watarliedtraet; addley: $7.50. Rainfor&gFiber, add/cy; $7.00 *The above prices do not reflect Indiana state soles taxi Ioo, per lb; $OAO *Ptioes quoted valid for 60 daysO *Terms: Accounts paid by the 10h of the following mouth after date of delivery Quote Provided By: John Dodd . Phone; 317.436.0567 &moil; John.dadd@irvmat.com 8032 N. Stato Road 9 m Greenfield, IN 46140 ( i Corporate Office m phone; (317) 326.3101 ® Fax; (317) 326-3105 Sales Department a phone; (317) 536-6650 a Fax (317) 536-6649 Ao Forguson Waterworks INDY111934 0439 9AST30111 8TREET 11eIIV4rTP: t4FtYda.doaxboxa�Sasgueon,aom k 1NDIANAP0113, IN 40214.0000 From: Chri0t.Vh. neaxbosn comments: 09:13:69 MAY 20 2015 FERGU80N WATERWORK8111934 Price quotation Pagoij 1 Phono: 3IM46-2013 Fax :317.64&2318 Bid Nd.....,.; 81322(18 • - — - — -- - . - - - - - - • - - - - - -C11$f - -817"673.3970 - QuotedBy.: GD TEYms........ : NEf10TH•PROX Cus#omty; GRADEX INC ILLINOIS STREET JOB 412121 129DONORTH MERIDIAN STRICT SUITU 120 CARMEL, IN 460$2 Cusfla0;<J:,..: EXTRA Itern Lloacrlptlon SDR35PX14 0X14 SDR38 PVC GJ SWR pipC E00104522 °Ct1R0 1046Z2PT BLT4 8AN SW ASY COUPAaa 24 INT CHMNY 8EAL Wl6.12 BAND' DSCP165DD 10 X .13DO STL CASING PIPE. SP-MOS84080TO1625 8X168S 0ASINQ 6PAGER CGOCX16 8X1$ END SCAL Ship Ta: GRADEX INC ILLINOIS STREET J013 #12121 12900 NORTH MERIDIAN smE6r SUITE 120 CARMEL, IN 46032 .lob Name: ILLINOIS STREET Quantity Net Price UM Tirtal 140 3.550 FT 49700 1 MD.= 5A 930.66 '1 3110,880 EA 360.80 120 40,000 r"T 5400.00 16 78.760 EA 1301,68 -- 2 _ 52,140_ EA. _104,2y. Not fatal: $8102,39 Tax: $567.17 Fraight; $10.00 Total! $8669,56 Glualed prices e(re basad upon receipt of the total quantily ibrimmedlate shipment (46 pours), $HIPM)=NTa BEYOND 4011OURs SHALL BE -AT THE PENCE IN EIIVP-O'' Ar TIM4OF SHIPMENT UNLE83 NOTED 0THERWIsE, Solley riot rosponalbla for delays, leak of product or inareaso of pridn due to causes beyand our control, and/or baead upon Local, State and /-Odom) laws governing typo of products that can be cold or punto oanunerae. Yale quota Is olfg4red contngaht upon the buyoea nncup10no0 of Haller's terms and conditions, whlah are Incorporated by rel'arence and found all or following this documont, or on the web at http;llwolsoleyna,eoMterma._mndltionsflulo,html. Govt Buyers: All Itonta•aro open marlcot unless noted othorwlse,. LEAD LAW WARNING; H is Illegal to Install products 1hj1 e not 'load fnao" fn acoadanco with U8 Federal or alhar app/�q$able levy/ potable water eyatoms antic! ateifor hu�rtan o nsui ptlorj. Proqu� wllh JVP In the doco(lptlon are NOT land frog and con only b- inotalled In non -potable applloa ons. oyer soto�y roopanar la fvr pirnluot JVP Job Namal G" I4F CARMEL/ ILLINOIS ST. EXTENSION 9'1�-39'1 OSI OJ9CT QUOTATION Structure 10; SANITARY # MH -2 SSMH 481' R-4772 Size: 48" Type: SSMI-I MANHOLE. 5peo: SANITARY SAP Rim to Invert: 8,5' Wah: 0" Price: $1048.64 i i I]iliAWN BYi Mahn Saonlon 6/2712011.6. 5:044:54 PIN _ T Quote ID., 20151080463 Page: 'I of 2 r i i 4 i i Construction Fabrics & Grids, Inc. CONSMLILMON FABRIC .. MOS, Mr. Tom Deklyen Gradex, Inc. 12900 North Meridian Street _Cannel, IN USA Construction Fabrics & Grids, Inc. Estimate 5935 Kopetsky Drive Suite F Indinwiapolis, IN 46217 Na - (317)661 -3014 01/24/2014 1 . 039 Ch Rd@cfabgrid.coni -- XEWDWM 01/23/2015 L"IME Illinois Street Extension 10-10 City of Carmel • Ton Cate Mirafi 180N, Non Woven, (15'x'300') 500 sy/ri 1500 0.95 1,425.00 • Ten Cate Miraft 135N, Non Woven, (15'x 360') 600 sy1rl 8700 0.45 3,915.00 • Welded Wire Inlet Protector, 36" Height, 48" Max Dia 10 38.00 380.00 • 6" Dual Wall FIDPE Pipe, Perforated, Bell End, 6" x 20' /stick 9200 1.73 15,916.00 • Dandy Bag, 30" x 30" 2 53.75 107.50 • Dandy Curb Bag, 24" x 36" 49 68.60 3,361.40 • Dandy Curb Bag, 24" x 36" 1 72.00 72,00 A T Tom Thank you for the opportunity to quote you on this project, we lo,o we can work on this together! Chad cep(ed By Accepted Date I --------- Vallieres Waterproofing Systems UL � � 2015 . 14471 Norwalk Drive —� ---� Carmel, IN 46033 Date Invoice# (317)580-1500 7/23/2015 17666 MIEiS Bill To Gradex Inc. 12900 N Meridian St., Ste 120 Carmel, IN 46032 Job # or Location P.O. # Terms Illinois & 106th St 13251 Net 30 ; Item Quantity Job Description Rate Amount Sanitary Manhole... I Coated Sanitary Manhole Complete - Minimum Chrg. 300.00 300.00 Per: Tom Kenny We appreciate your business.l Total / / $300.00 FERGU ®N ENTERPRISES, INC. 6439 EAST 30TH STREET INDIANAPOLIS, IN 46219-0000 Please contact with Questions: 317-546-2013 AUG 0 1 2010 8331 AB 0:416 E0007X 10012 01417313294 P27360010001.0001 "I1I1nlli1I'll IllinIJill 111111 11111111111111111 ,J L GRADEX INC SUITE 120 ILLINOIS ST PHIL _..._. ..........._ _.12900-N-MERIDIAN-ST,_STE 120_.._. CARMEL IN 46032-5402 ���•NYUIG6�N4JIVI.�ER"':r 00515001 5622 1 01`1 PLEASE REFER TO INVOICE NUMBER WHEN MAKING PAYMENT AND REMIT TO: FERGUSON WATERWORKS #1934 PO BOX 644054 PITTSBURGH, PA 15264-4054 GRADEX INCA ILLINOIS STREET AND 116TH STRE ILLINOIS ST PHII CARMEL, IN 46032 SHIPSELL TAX CODE CUSTOMER ORDER NUMBER SALESMAN JOB NAME INVOICE DATE BATCH WHSE. WHSE. 1934 1934 INE: 13251 CJD ILLINOIS ST PHII 07/28115 5628 _ z: -:bR>�Fli �.,. - ..:,.; _ ,��: - - rfEjVf�NU11119HR tit•=rn+,:�a r5. Mw wSt�°«_I Q• .'�Y �{ .nt aA.?: .:Y:'s-v,s �. ?moi G S:.,t• airs-^zr I'RiC£ i a�sx E7NL_ a }AN7oUiT $SHIPPED _ _ _,..-=nw1..FJE9L`RIPTLO�{� - yfiV _ r- 2 2 CCCEX16 BX16 END SEAL 62..140' EA 104.28 1 1 E00104522 }CVR} 1045Z2PT BLT4 SAN SW ASY 330.550 EA 330.55 1 1 C092853 24 INT CHMNY SEAL W16-12 BAND 388.880 EA 388.88 140 140 SDR35PX14 BX14 SDR35 PVC GJ SWR PIPE 3.550 FT 497.00 18 18 8P-0CCW08CTD1525 8X16 SS CASING SPACER 76.760 EA 1381.68 INVOICE SUB -TOTAL 2702.39 LEAD LAW WARNING: IT IS ILLEGIAL TO INSTALL PROD CTS THAT ARE NOT "LEAD FREE" IN ACCORDANCE WITH US FEDERAL OR OTHER APPLICABLE LAW IN POTABLE WATER SYSTEMS ANTICIPATED FOR HUMAN CONSUMPTION PRODUCTS WITH }NP IN THE DE SCRIPTION ARE NOT LEAD FREE AND CAN ONLY BE INSTALLED IN NON -POTABLE, APPLICATIONS,) UYER IS SOLELY RESF ONSIBLE FOR PRODUCT SELECTION. dw Thankyou foryour business TERMS: NET 10TH PROX ORIGINAL INVOICE 4•<. {TAL;DU $2,702.39 All past due amounts are subject to a service charge of 1.5% per month, or the maximum allowed by law, if lower. ) Biter fails to - pay within terms, then in addition to .other remedies, Buyer agrees to pay Seller all costs of collection, including reasonabe attorney fees. Complete terms and conditions are available upon request or at http:/Iwolseleyna.com/terms_ conditionsSale.html i and are incorporated by reference. Seller may convert checks to ACH. ' —ni.nnn" SURVEYI ECH Proposal For Construction Engineering County: Hamilton Description: Illinois Street Extra staking for Sanitary Manhole - ...._._. __... .----. ------ - SurveyTech P.C. proposes to complete the following items on the above referenced i project: • Work with plans to determine location. • Locate offset and grade sanitary Structure. • Five percent of contract amount has been set aside to cover unforeseen issues such as re -staking and items not addressed in scope of work. We propose to complete this project for a sum of Four hundred fifty dollars ($450). Asbuilt Sanitary structure per Clay Township Regional Waste. We propose to complete this project for a sum of: Five hundred dollars ($500. 1 Thank you for your consideration, 7172 N. Keystone Ave., Unit J Indianapolis, IN 46240 Ph.(317)255-9339 Fax (317) 259-7560 � E-mail: lyle@surveytechbiz force Account Template (103) 1of3 Job #13251 Illinois Street Extension 410.10 Completed Tasting and Final Sealing for Sanitary Sewer @ Pitman Drive LABOR Day cf Week Data Activity Sunday 10252015-�� Monday 10202016 Tuesday 102712016 Wednesday 10282016 Completed testing and anal seal4 for sanitary Bower at Pitmen Dr. Tbursday 1029/2016 Completed testing mrd final seoling for sanitary Bawer at Pitman Dr. Prldny 10/302015 Satwday 10412015 12900 H Meridian Street, Suite 120 Gradex, Inc Carmal, Indiana 46032 Sunday Monday Tuesday Wedriesda Thursday Friday Saturday Hours Houn; Total Rote Insurene° Payroll Crab 2WOt-16 26 -Oct -15 27.Oc1-15 28-Ocl-16 29 -Oct -15 30.00-16 31-00145 S.T. O.T. Hours Amount Amount Su eMslon 0 0 0 $ 38.00 $ $ SupsMsion 0 0 o S sago $ $ O eretor Foreman 8 1,5 9.5 0 615 $ 33,95 S 322.53 $ 322,63 o eretor Foreman o 0 D S 33.65 S $ Laborer Foreman D 0 D S 24,12 S` S Laborer Foreman 0 0 0$ 24,12 3 S Operator 0 0 0$ 3245 $ S Operator 0 0 0 $ 3245 $ Operator 0 0 0 32.45 $ Operator 0 D 0 $ 32A5 $ $ emtor 0 0 0 32A5 Operator 0 D a 5 32.45 S $ Ote,roW 0 0 a 6 32.45 S $ Operator 0 ol 0 S 32.451S $ Operator 0 ol a$ 3245 1 S S Operator 0 0 D $ 32.45 $ S operator 0 0 0 b $245 -$ $ Operator 0 0 0 S 32.45 g Labor 6 1.5 9.5 0 9.6 $ 22.62 $ 214.69 $ 214.09 Later a 1.6 9.6 0 6.5 2282 S 214,89 $ 214.89 Labor D 0 0 22.62 S $ Labor 0 01 0 $ 22,62 $ $ Labor 0 0 O $ 22,62 S S Labor 0 0 0 22.02 S $ Labor - - - - - -- - -0 - -- --0 ---' --' - -0 .S ._- 22.62 .S-- - -=-- ---= -- Mechanlo o 0 0 4 32.45 $ $ Mechanic 0 0 O S 32A5 E $ Sub Total- for Labor S 76231 $ 762.31 Denelit- SupeMsion Fringes (HBW, Pension, SAT, IGAF, Training, SavIngs) 0 Hou $ 21.60 S Oparator Foremen rdnge- (14W, Pension, SAT. ICRF, Training, Saving-) 9.5 Hou $ 10.31' S 154.95 Letterer Foroman Fdng-s (HflW, Pension. SAT, ICIAF, Training, Savings) 0 He= $ 13AO E Operator Fringes (H&W, Pension, SAT, 10M, Training, Sayings) 0 HouraLD $ 1081 S Labor Frnges{HBW,Pension, SAT, IGAF, Training, Savltrns) 19 Hour- $ 13AC $ 255.74 edtardo Fringes MW, Pension, SAT. IC91F Training, Savings) 0 Hours@) $ 1681 $ - Sub totaisfor Labor S 410.88 S 410.09 payroll Insumneo and Tax Costs Workmen's Compensation Insironce 2.09% OF 1 75231 15.70 General UeNGty Insurance 2.43% OF S 75231 $ 16.31 Federal Unemployment Tax 2AD% OF 3 75231 $ 19.06 State Unemployment Tax 7.55% OF S 75231 $ 58,78 Federal Social Securityrex 7135% OF $ 752.31 S 57.55 Subtotal Psyrall irskrance and Taxan $ 160AO SU13 TOTAL UWOR Overhead 20% OF $ 1,329.39 $ M169526 BIIBTOTALLABOR $ Pro9f 0% OF 1329,39 $ 12900 H Meridian Street, Suite 120 Gradex, Inc Carmal, Indiana 46032 Force Account Template (203) 2of3 Completed Testing and Flnal Soaling for Sanitary Sewor @ Pitman Drive EQUIPMENT llcwnl���Sub Quantity -Sundary Monday Tuesday, Wadnasday ThwAay Friday �I+LJLLL:�� Total Hourly 0 emb Amount s 25 -Oct -16 28 -Oct -15 27.0oF16 28 -Oct -15 291Oct-16 30-001.16 31-0046 Hours Rate Cost s Nr Compressor - Rn 1 1.0 $ Sub Totals for Materials StilesTax 0% of Sub Tolals for Nfatorlals Overhead and Mede up 12% of 1.0 $ 115.00 $ 115.00 Hoses 15 day each 2 110 1.0 s 30.00 S 30.00 Troller hitch ramhwtube 1 1.0 1.0 $ 8.00 $ 800 (dally reMa $ $ Subtotal Rental Equipment Overhand and Mark tip 1 12% i OF S 163.00 Total E�Ulpmitnt Owarhoad and Mark up 153.00 I V I HL CUUII'L1CM I f Desce Quantity -Sundary Monday Tuesday, Wadnasday ThwAay Friday Saturda Total Hourly 0 emb Amount s 25 -Oct -16 28 -Oct -15 27.0oF16 28 -Oct -15 291Oct-16 30-001.16 31-0046 Hours Rate Cost s Nr Compressor - Rn 1 1.0 $ Sub Totals for Materials StilesTax 0% of Sub Tolals for Nfatorlals Overhead and Mede up 12% of 1.0 $ 115.00 $ 115.00 Hoses 15 day each 2 110 1.0 s 30.00 S 30.00 Troller hitch ramhwtube 1 1.0 1.0 $ 8.00 $ 800 (dally reMa $ $ Subtotal Rental Equipment Overhand and Mark tip 1 12% i OF S 163.00 $ 153.00 I u INL 11C% I HL CUUIYe1CiV 1 MATERIAL COSTS Description Quantity Unt Unit Price Amount S S s s s s [Lony Locates? Sub Total on re Oveawad and Markup Overhead and Metk up s $ $ $ $ Sub Totals for Materials StilesTax 0% of Sub Tolals for Nfatorlals Overhead and Mede up 12% of $ $ is g IU I HL MR MA rERwL $ --------- Sub Contractor Description Amount [Lony Locates? Sub Total on re Oveawad and Markup Overhead and Metk up $ to% of S $ 7*h of Is $ IV IHLaunUUry 1 KHU I UN r;IIYNJV9B S _ Work Activily: i 171.30 12900 N Meridlan Street, Suite 120 Gradex, Inc Carmel, Indiana 46032 t i Completed Testing and Final Sealing for Sanitary Sower @ Pitman Drive Prlalno Summary Labor Coat g 1,59520 Owned Equipment Coat g - Rented Equipment Cost S 171.30 Material Cost $ Subcontractor Cost g Sub Total $ 1,709.02 Bond and Insurance premiums (Actual cost) -.76 % $ 13.25 B & I mark up 10% $ 1,32 Total S 1,791.20 Force Account Template (103) 3of3 12900 N Merldlan Street, Suite 120 Gradex, Inc Carmel, Indlana 46032 .i GR A*DEX FAMILY OWNED SINCE 1973 12900 N. Meridian Street, Suite 120 Carmel, IN 46032 Work Order No. Job No. /_33.51 Date 10 • Z 6L 15' Gradex Supervisor tAQW:�j 1�44�i4& Customer P.O. Number Invoice To IV v &mla Approved By As an authorized representative of my company. I hereby approve(d) Gradex, Inc. to proceed with work additional to Its contract. ITEMIZED BREAKDOWN OF COSTS This work order Is a binding contract and all Itemized costs, including taxes, overhead and profit shall be paid in full within 30 days of invoice. All equipment and labor rates are per Gradex, Inc. current equipment and labor rate sheet and are non-negotiable. In the event there is a contract or subcontract provision between the parties to this work order that requires a written change order, this document shall constitute such a change order. The customer will be responsible for interest and attorney fees for late payments. Interest on late payments will be billed at 1-1/20/6 per month. Date EQUIPMENT and/or MATERIAL Quantity or Hours Units Unit Cost Extension D 'WI/1 19 �V V 17 10 ZO L-A 6V uge 0-107 14' %Z At 6 ✓ 3 0y, Sub Total Sales Tax Date LABOR - Classification Hours Units Cost Extension 1 D D 'WI/1 VX 10 ZO L-A 6V uge 0-107 14' %Z At 6 ✓ 3 0y, GRADEX APPROVED Sub Total Sales Tax Overhead Sub Total Profit TOTAL Wr AHL NU I HCbYVNb1bLt PUH UAMAUt: UUNI: WhhN LUAUINU i UNLUAUIIYCi EQUIPMENT. EQUIPMENT i�ENTAL 1-800-276-Tool(8665) °Don't be a tool - Rent one" GRADEX 410 West Carmel Drive Carmel, IN 46032 www.runyonrental.com 317-566-8888 Phone 317-566-2990 Fax 317-573-3970 Phone 317.573.3979 Fax II�II��II�lIII�I�I�II1�IlII IIIIIII Page 1 of 1 Status: Open Contract #: 364280-1 Date Out: Wed 10/2812015 9:10AM Operator; Tempe Thompson Terms: On Account 12900 N MERIDIAN ST. STE 120 CARMEL, IN 46032 PO #: 13251 Open Monday -Friday 7:00am-5:30pm, Saturday 7:00am-4:30pm, Sunday 9:00am-3:00pm Picked up by: SANDERS, JAMES Salesman: NONE Qty Key Items Ser# Status Agreed Return Date Price 1 0315 AIR COMPRESSOR 375 CFM DIES Out Thu '10/29/2015 9:10AM day $115.0 lweek $420.00 4weeks $875.00 CEED 65 MPH WHILE TOWING TRAILER X CUSTOMER IS TOTALLY LiABLE FOR TiRE REPAiR,PLEASE CHECK TIRES PRIOR TO LEAVING LOTX EQUIPMENT IS FOR LOCAL RENTAL ONLY 25 MILE RADIUS FROM OUR STORE YOU ARE RESPONSIBLE FOR RETURN AND/OR RECOVERY X 2 0304-1 HOSE AIR 1 1/2"X50' Out Thu 10/2912015 9:10AM 1day$15.00 week $60.00 4weeks$180.00 1 400 - �� TRAILER HITCH RECEIVER TUBE Out Thu 10129!2015 9:10AM ay $8.00 week $32.00 4weeks $96.00 141000 r � LI r 2e Open Seven Days a Week Rental Contract You understand that: (a) It Is unauthorized for me to lend the Rented Item(s) to any other person; (b) THE RENTED iTEM(S) IS/ARE FULL OF FUEL AND MUST BE RETURNED AS SUCH OR ADDITIONAL CHARGES WILL APPLY(c) use of alternative fuels (e.g. Blodiesel, E85, etc.) in Rented Item(s) Is prohibited and you are responsible for all damages and repairs resulting from alternative fuel; (d) no electrical tools are supplied with safety grounded plugs for use in grounded outlets (except for double -insulated safety -approved tools), and you are responsible for not cutting off the ground lug; (d) Runyon is authorized to charge my debit or credit card for all amounts coming due hereunder, including for damage to the Rented Item(s) which Is discovered after the Rented Item(s) have been returned; and (e) labor rate Is charged at $85.00 per hour. X (Inhlal) I have been Instructed and demonstrated on the safe and proper operation of the above equipment, and i fully understand those instructions. X .(Initial) I have provided Runyon with proof of Insurance (Insurance that covers all damage to or loss of Equipment) and am declining the Equipment Protection Plan (Damage Waiver) as described on the back of this Contract.x (Initial) The undersigned has carefully read and fully understands the Terms and Conditions on the back of this Contract and personally guarantees the Customer's prompt payment and performance of Its obligations arising under this Contract. Printed Name: Signature: SANDERS, JAMES VE CHARGE FOR TIME OUT, NOT TIME USED, YOU ARE RESPONSIBLE FOR ALL TIRES, FUEL AND ELECTRIC CURRENT. RENTAL FEES DO NOT APPLY TO PURCHASES. NO ADJUSTMENTS OR CREDITS will be made on equipment malfunctions unless Runyon has been notified. A LARGER -FONT VERSION OF THIS CONTRACT IS AVAILABLE UPON REQUEST. VI N G. Inc tiYarld-Class Solutions at ri local Level' ADDITIONAL WORK AUTHORIZATION To: lance Stahley Phone: 317-439-5515 Date: 9/22/2015 City of Carmel Fax: Job No: 02143279 One Civic Square Project: Illinois St Extension 10-10 Carmel. IN 46033 Location: 106th St and Illinois Street Attn: Lance Stahley City: Carmel The following quoted prices are for additional work that is not a part of our original contract scope of work: DESCRIPTION: Per your request, the attached pricing is for RFP #6 to Heighten the Wall along Illinois St with three column extensions and two (2) V -D" panel. Stain included. Item # Description Quantity Unit Unit Price Extension EWA Screening Wall Panel Remove and Replace 1.00 LS $ 6,473.60 $ 6,473.60 Subtotal $ 6,473.60 10% of first $3,000.00 $ 300.00 7% of remainder $ 243.15 TOTAL $ 7,016.75 UNIT PRICE $ 7,016.75 Stain purchased for the remainder of the wall that was not stained by Diversified. Purchased at same time the wall In of 106th St was $ 1,260.00 Stained. ADDITIONAL CHARGE FOR THE ABOVE WORK IS: $ 8,276.75 Above additional work to be performed under same conditions as specified in original contract unless otherwise stipulated. Date: Owner or Contractor Signature (Authorized Representative) We hereby agree to furnish labor and materials - complete in accordance with the above specifications, at the above stated price. E & B Paving, Inc., Authorized Signature }�t<" j�L-i...r'k_r...,rr Date: 09/22/15 THIS IS ADDITIONAL WORK AUTHORIZATION NO. 15 AN EQUAL OPPORTUNITY EMPLOYER ......................................................... ---------- -................. ................ 17042 Middletown Ave. • Noblesville, IN 46060 PHONE: 317.773.4132 • FAX: 317.773.4137 www.elapaving.corn iv rsi I I Q 1681 Expo Lane Indianapolis, IN 46214 (317)209.9899 fox(317)209-9886 d Car Phone: THOMS E. HILL 317-339.7719 KEVIN BLUME 317-339-8251 To : E & B Paving Date: 22 -Sep -2015 Subject: ADD ADDITIONAL WALL 8 FEET HIGH This Quotation is based upon all PDCA Standards We submit this proposal per plans and specifications for the following sections: Scope of Work; ADD 26 FEET OF WALL AND 3 POST WALL AND POST 26 59.85 1,556.10 PAINT POST 3 72.50 We purchased all of the stain for the complete project. It cannot be returned, this is only. my cost in the remaining stain. 217.50 1,260.00 GRAND TOTAL 3,033.60 l QUOTATION 4 15-3767 'Norwalk Concrete Industries DATE: 09-11-15 80 Commerce Drive P. U. Box 563 Norwalk, Ohio 44857 800.733.3624 Toil Free 418.668.8167 Phone 419.663.0627 Fax www.ncip cast.com TO: E & B PAVING BID DATE: ATTN: STEVE BROEMANN JOB NAME: ILLINOIS STREET EXTENSION SCREEN WALL_ EMAIL: steve.broemann@ebpaving.com ebpaving.com PHONE: 317-773-4132 LOCATION: CARMEL STATE: IN FAX: 317-773-4137 OWNER: CITY OF CARMEL QTY. REF.# DESCRIPTION UNIT PRICE LOT 26 L.F. VERTI-CRETE PRECAST WALLS CONSISTING OF: $4,500.00 0 2 - 8' Ledgestone Panels d 3 — Post Extensions Extend 3 Post Only (NO PANELS) $3,400.00 INSTALLATION INCLUDES: D Concrete For Post Infill And Reinforcing BY OTHERS: SCOPE_ OF WORK: Extend Three (3) Posts to Accept 2-8' Panels Per Proposal. Requests No. 6 Dated: 7-1-15 FUEL SURCHARGE WILL BE APPLIED TO ALL SHIPMENTS BASED ON ROUND TRIP MILEAGE. NCI is designated as a qualified HUBZone Small Business Concern (SBC) PRICES ARE BASED ON QUANTITIES QUOTED. WE RESERVE THE RIGHT TO ADJUST PRICING SHOULD ORDER QUANTITIESDIFFE4 FROM THOSE QUOTED. We Propose hereby to furnish Fnateriai and tabor --complete in accordance with the atlove specification, ay.„t'.nl t�br. er.rtw a9 le�;u,.d. 100% DUE UPON COMPLETION .11 material is guArantead to be as sporified, All{Werk to bo completed in a professioiial manner jecord'inp to stanCaid practices, Any aftnmation4 of deviation front al'OvP epeciricaficns invdiviria oxtra ost Will be bxeCUted only upon wrinen nrder:s, died Oill become an extra charge ovdr and above ine est!mate, All ayrovinonts cancinaent upon s4ikrs, zccidents er decays beyond out cnnlro!. Owner to tire, tornado and olho}n�ssary insurande, Our workers are fully, covered by Worker's Compen,ation insurance. i v f tote: This preposat may be Withdrawn by tis if not accepted Within 30 clays, s}_-1 f i i DENNIS PAAKKONEN Email: dpaakkonen D@nciprecast.com +uthorized Signature acceptance of Froposai--Tr?e above pnclRs, specification and condit onsiare eatisfactary ano are hereby accepted. You are authorized to do the Work as Specified Payment wVi be! ulde as outfned above. signature Date of Acceptance CITY OF CARMEL TO: I:: &B Paving/Gradex Inc. RF.QU;EST FOR PR.OPOSAI_ NO G DATE: _ 07i01 /2015 PROJECT NAME:Illinois Street Extension PROJECT NO.: _ 10-10 Specification Reference: N/A Drawing: Reference: Landscap Design Plans Drawing Date: Identification of Attachments: N!A Please submit within fifteen (15) calendar days of this request date a proposal showing increase, decrease or no change in Contract Price and/or Contract Time. Proposal shall be accompanied by lbur (4) copies of breakdown showing quantities, cost of material, equipment, labor, overhead, profit and basis for the additional time if any. DESCRIPTION OF PROPOSED CHANGE COVERED BY THIS REQUEST: Pricing is needed for the extending columns vertically and replacing 6' panels with 8' panels: m Costs for extend ng columns per each to accommodate 8' panels at where the 6' existing; wall height transitions from elevation 846.00 to 845.011 with the first 2 panels south of'846.00 being new elevation of 848.00 near station 12+50 on Sheet L102. o Costs of removal of 2 — 0' panels and replaced with 8- panels to be priced }ger each. o Stain for any new portion of column plus panels and resetting caps. REASON FOR CHANGE: Local Request SPECIAL INSTRUCTIONS: Any creative trays to accomplish the elevation change. will be considered especially if these are cost effective compared to above described work. THIS REQUEST DOES NOT AUTHORIZE YOU -0 PROCEED WI"I`H THE ABOVE WORK NOR STOP PREVIOUSLY SCHEDULED WORK. Upon approval a Contract Change Order and a Notice. "ro Proceed will be issued. Please state in your proposal the effect the acceptance of this Request will have on the Project's Substantial Completion and Final Completion, if accepted within J5 days of proposal due nate. YOUR PROPOSAL DUI; DATE: 07/16/2015 By: C:rossRoad Enayineers. P.C. 07/01/2015 Engineer Date �- — Approved By: Owners Representative--_._....-.-.-- Recapitulation.xls Recapitulation Illinois Street Extension #10-10 Pricing for 12" FES 10!72015 Description Ouan ' unit unit rice materials I material cost unit cos Labor L ✓£ E cost I unit cos Equipment E)dended Sub Price $ $ $ $ E ui mentandLabor $ _ $ I $$ FSub 300 Exgvator Laborers(2 @ 1 HR each 1 2 HR HR $ $ $ 41.03 $ $ 82.06 $ 183.0b$ I 183.00$ $ $ Operator 1 HR $ 54.95 $ 54.95 Foreman 1 HR $ $ 56.801$ 56.80 I $ $ S $ - 1 $ $ _ Materials $ $ _ 1 $ _ $ Concrete for Anchor 1 CY $ 167.00 $ 167.00 $ $ $ 12" FES 1 EA $ 612.50 $ 612.50 $ $ $ _ $ $ i $ $ $ $ i 1$ $ $ $ $ $ $ $ $ $ $ $ i $ $ $ $ I $ $ $ $ 1 $ Is Sub Totals $ 779.50 $ 193.81 $ 183.00 $ Sales Tax N/A 0% $ Allowable Mark up 12% $ 93.54 20% $ 38.76 0.6/0 $ 10% $ 7% $ - Sub Totals $ 873.04 IS 232.571 1 $ 183.001 is TOTAL = $ 1,288.61 COUNTY MATERIALS CORPORATION QUOTATION Project: Illinois Street Engineer Location: Westfield, IN Quote #: Bid Date: Quotation Bv: Subject to Attached Terms & Conditions 15-6592 Steve Smart Quantity Description Unit Extended Price 1.012 _...:......_.....,. _ Flared End Section- no toeblock .,_........,,.M_ _.. _.._......__._....._............._........_.....w._..._........._.................._...... $300.00 ea $ 300.00 Short Load Charge _._..._..._.�...._�._.....,_......._..,._......._........._._._.. _.__._ $392.50 ea $ 312.50 _.... __., ._.... ....... ......._ _._..__............. .._._.__..... .......... ..._...�.._ ......._.._ ....�.w.._........_T_.__._ ._......_.._...__ _.._._._.... .__.._� _.� _ _. ... .._.._....,. __....... _.. d..._..,....._.......er_............................,_....... _..._....__ . _ ..... _ 2 -Ton Lifter $130.00 ea 4 -Ton Lifter$175.00 ea $315. 00 _.�...___._........___.._ ea ,....,, 8 -Ton Lifter _..�.._....._.-..._.... 1. If extended bases are required on 48" sanitary. or _ __......_____._.__..._..._.. _._, �_u. . storm manholes add $135 00 per manhole for the base _....__....... _._...._......._ , _,.�.....,,,_. _..... �.__�....._ ......._ .._......_,...v_. .._......... 2. Quoted pricing for sanitary manholes does not include ily internal or external coatings or castings. Coatings to be supplied the contractor. 3. County Materials does not su_pVpl�liftirig�devices precast products._ Contractor responsible forproviding� _� all necessary lifting_devices for Counter Materials products_ _� ��. Total Price Based on Quantities Listed Above. This Is not a Lump Sum Total. $ 612.50 Prices valid for 30 days from .Bid Date Subject to all applicable taxes. Please provide the sales tax exempt certificate with your acceptance of this quotation, when applicable. Customer is responsible for verification of quoted quantities, sizes, classes -of material and conformance with applicable specification(s). Unless specifically noted on quotation, pricing excludes joint testing, admixtures, coatings, tie bolts, gaskets, and televised inspection. FUEL SURCHARGE WILL APPLY (see chart for details) This bid also is contingent upon successful negotiations of the terms and conditions of the contract for this project, between County Materials Corporation and the General Contractor/ Contractor/ Subcontractor/ Purchaser. F.O.B. Jobsite: Truck near as possible to jobsite under own power. Contract: This proposal when signod.by Seller and Buyer constitutes a binding contract and Is made for acceptance within thirty (30) days from date hereof unless used for bidding purposes, in which case It Is for acceptance within thirty (30) days of the awarding of the contract. No other contract will be signed unless this quotation and Its terms and conditions are made a partthereof. Payment Terms: This bid Is subject to establishing an account or acceptable credit with the Company. Al invoices are due and payable by the end of the month following the month of purchase. Invoices not paid when due shall accrue Interest at the rate of 1-1/2% per month (18% per annum). Seller: County Materials Corporation Print Name & Title: Authorized Rep..For County Materials Corp. Signature Date Buyer: Print Name & Title: Authorized Rep. For Buyer Signature bate Subject to Attached Terms & Conditions 1 of 3 I r^,E&B PAWNG.Inc 6Vorld-Class Solutions at a.Local.Leuel fi" ADDITIONAL WORK AUTHORIZATION To: lance Stahley Phone: 317-439-5515 City of Carmel Fax: One Civic Square Project: Illinois St Extension 10-10 Carmel. IN 46033 Location: 106th St and Illinois Street Attn: lance Stahley DESCRIPTION: City: Carmel Date: 9/24/2015 Job No: 02143279 The following quoted prices are for additional work that is not a part of our original contract scope of work: Per your request, 106th St w of the new roundabout at Illinois St was milled of beyond the plan limits. The attached cost are for the mobilization of the milling machine from the previous job that it was on. Item # Description Quantity Unit Unit Price Extension EWA Milling Machine Mobilization 1.00 LS $ 1,500.00 $ 1,500.00 Subtotal $ 1,500.00 10% of first $3,000.00 7% of remainder TOTAL $ 1,500.00 UNIT PRICE $ 1,500.00 ADDITIONAL CHARGE FOR THE ABOVE WORK IS: $ 1,500.00 Above additional work to be performed under same conditions as specified in original contract unless otherwise stipulated. Date: Owner or Contractor Signature (Authorized Representative) We hereby agree to furnish labor and materials - complete in accordant iih ove specifications, at the above stated price. E & B Paving, Inc., Authorized Signature .��`' s, L__ -- Date: 09/24/15 THIS IS ADDITIONAL WORK AUTHORIZATION NO. 17 AN EQUAL OPPORTUNITY EMPLOYER ............................... 17042 Middletown Ave. • Noblesville, IN 46060 PHONE: 317.773.4132 • FAX: 317.773.4137 www.ebpaving.com A REMIT TO: Invoice 17155 Page No. -1- SPECIALTIES COMPANY, LLC Pay ~ Application Date Terms Contract S �CIALTi 9350 East 30th Street Coma Indianapolis, IN 46229 "C1 594-0291 • Fax (317) 594-0271 ( a 1 31 AUG zD1s ) NET 3o DAYS l 1 Specialized for Construction V Customer 1001 E & B Paving, Inc. 17042 Middletown Avenue Noblesville, IN 46060 –Bid Item Description UDM 001 1/2 DAY RATE MILLING LS 002 gp4 1/2 DAY RATE - MILLI LS 002-A 1 7' MILL - HOURLY RAT HRS **Total Base Contract— Total Contract And Change orders jZV----0 �4 00 U Estimated Previous Quantity Quantity 1.0000 1.0000 1.0000 2.0000 1.000D 0.0000 Contract Location 1 job Cost Project 0 215006 i 1 IR -35600-A -US31 - E&B-NSB T&M 1 17042 MIDDLETOW'N AVENUE i 1 NOBLESVILLE, IN 46060 Current To Date Quantity Quantity 1.0000 2.0000 1.0000 3.0000 2.0000 1.0000 Billing Summary For Contract 215006 Current To Date Complete To Date 7,820.00 19,420.00 Materials On Hand 0.00 0.00 Sales Tax 0.00 0.00 Less Retainage Per Item 0.00 0.00 Balance 7,620.00 19,420.00 Less Previous Payments 11,600.00 Total Amount Due 7,820.00 7,820.00 Unit Current To Date Price Amount Amount 3200.D000 3,200,QU 6,400.00 4200.0000 4,200.00 12,6D0,00 420.0000 420.00 420.00 7,820.00 19,420.00 7,820.00 19,420.00 Soil Stabilization V Concrete Breaking D Guardrail V Fencing C7 Milling V Video Inspection Finance charQe of 1 f2'ic ()e± nlOtilll I r)% aMlU o t"Ail be aural. d 10 all "as", :dile. balances � ..�. la .o rl�ari 'c He?=C�r,_tblC r1?tnrncav:*; iau�� ar;r, rn,iri me?c : t i Recapitulaton.As Recapitulation Illinois Street Extension #10-10 Pricing for placing topsoil and landscape items around wall 1 01912 01 5 Description Quan unit — Ur�p� Material cast materia unit cost Labor L & E cost unit Equipment Extended Sub Price $ - $ $$ E ui mentandLabor $ $ _ $$Skid T steer 40 HR $ - $ $ 43.00 $ 1720.00$ O rotors for Above 56 HR $ - $ 67.68 $ 3 790.08 $$ Foreman 40 HR $ - $ 69.89 $ 2,795.60 $$ TriaDde truck 16 HR' $ $ $ 90.00 $ 1,440.00 $ - 120 Excavator 16 HR $ $ $ 111.45 $ 1,78320 $ $ $$ $ Materials $ $ $ $ $ $ $ $ Is - $ $ $ $ $ $ $ Subcontractor $ $ _ $ _ $ Roudebush 1 LS $ $ - $ $ 6,000.00 $ 6,000.00 $ $ $ $ $ $ $ $ $ Sub Totals $1 $ 6,585.68 $ 4,94320 $ 6,000.00 Sales Tax WA 0% $ - Allowable Mark up 12% $ 0% $ - 12% $ 593.18 10% $ 300.00 7% $ 210.00 Sub Totals $ $ 6,585.68 1 $ 5,536.38 1 is 6,510.00 TOTAL = $ 18,632.06 W17155udebush Grading, Inc Harger Court. Noblesville, IN 46060 Phone: 317-770-9970 a Fax: 317-770-6636 Proposal Submitted To: Job Name Illinois St. Sound Wall Backfill/ Restoration Gradex Location Phone Date Fax Plan Date 10/7/2015 Attention Tom Kenney Estimated By: Jason Bezy 317-490-6544 Line Item Description Quantity Unit Unit Price Total 5000 Labor to assistant in backfill for sound wall 1 LS $ 6,000.00 $ 6,000.60-- 60 Erosion Control Blanket 2106 SYS $ 1.17 $ 2,464.02 65 Sodding 50 SYS $ 2.74 $ 137.00 144 Turf Seed 85/80 Bluegrass 18954 SF $ 0.10 $ 1,895.40 171 Double Shredded Hardwood Mulch 15 CYS $ 60.00 $ 900.00 TOTAL $11,396.42 conoftions Acceptance Of Proposal The above prices, specifications and conditions are satisfactory and are hereby accepted. You are authorized to do the work as specified. This proposal may be withdrawn if not accepted within 30 days. Authorized Agent Signature and Printed Name Date E&B PAVING.Inc World -Class Solutions at a Local Level'" ADDITIONAL WORK AUTHORIZATION To: Lance Stahley Phone: 317-439-5515 City of Carmel Fax: One Civic Square Project: Illinois St Extension 10-10 Carmel. IN 46033 Location: 106th St and Illinois Street Attn: lance Stahley City: Carmel DESCRIPTION: Date: 10/1/2015 Job No: 02143279 The following quoted prices are for additional work that is not a part of our original contract scope of work. Per your request, the pavement markings on Illinois St were removed in the area of the traffic switch on Illinois St between the Base Bid portion and Alternate #1. If you need any additional information, please let me know. Item # Description Quantity Unit Unit Price Extension EWA Line Remove 1151.00 LF $ 0.50 $ 575.50 Subtotal $ 575.50 10% of first $3,000.00 $ 57.55 7% of remainder TOTAL $ 633.05 UNIT PRICE $ 0.55 ADDITIONAL CHARGE FOR THE ABOVE WORK IS: S 633.05 Above additional work to be performed under same conditions as specified In original contract unless otherwise stipulated. Date: Owner or Contractor Signature (Authorized Representative) We hereby agree to furnish labor and materials - complete in accordan bove specifications, at the above stated price. E & B Paving, Inc., Authorized Signature Date: 10/01/15 THIS IS ADDITIONAL WORK AUTHORIZATION NO. 18 AN EQUAL OPPORTUNITY EMPLOYER -...... - - - - - -- - •••._....•- - ...........-------------- 17042 Middletown Ave. • Noblesville, IN 46060 PHONE 317773.4132 • r:Ax:317.773.4137 www.ebpaving.com IASPHALT AND CONCRETE CONTRACTORS Indiana Traffic Services, LLC W67 N" Commur"I Park q oris Numkr.- 3174rM-n66 sr"RRS , ambm 46140 Fax Numbsr- W40 -924f Certified DBE: Shlte of Indians D"- IoAllols Cart gat: ILUN019 STREET BASE 80 Law im.- CARMEL CHANGE ORDER I Cut 8d WBE- CRY of Ind sumitred br tarry Rod>:on s-erst7: LagyHtMlndianatrafficservices.00m Col! Nw obor. 317-646-5643 A. C doewr to MWOKOU 69ANS OMR rr weto as rraaly & M Oamar b= NOT ply br M"Waa work SMW or*r. CwtQ Mar �a *a rdq Mniblkty for p p"d. We are an E I OPPRO"livEtn lover Apt" By- Osts AowWod: Ausptod For. A*DE)( f FAMILY OWNED SINCE 1973 Lance Stahley CrossRoad Engineers, P.C. 3417 Sherman Drive Beech Grove, IN 46107 RE: Illinois Street Extension, Project 10-10 October 27, 2015 SUBJ: Delays Due to Broken Pump Owned and Operated by Others Lance, We have been delayed since the fall of last year in our efforts to install or replace irrigation lines and sprinkler heads on this on this project because the pump which is owned and operated by others has been broken. This delay has had a ripple effect in the sequencing of some of our other work activities which result in additional cost. Since the pump was not available to test the irrigation lines that were to be installed, those lines were not installed. And since lines were not installed sod was not placed, because if it were place, it would be torn up when the lines were installed. We prepared areas to be sodded in Phase I last September. Since the sod was not placed last October, weeds have grown and now all areas to receive sod will have to be regraded. We are facing a similar situation at the 103rd and Illinois intersection. Multiuse paths and topsoil were installed primarily in May this year. If the irrigation work had not been delayed due to the broken pump, the areas to receive sod would have been sodded as soon as our fine grading was completed. Because of the delay we will now have to regrade this area prior to sod installation. It is our position that we should be compensated to regrade the areas noted above that are a result of delays caused by the broken pump which is owned and operated by others. Thanks for our consideration in this matter. Tom 12900 N. Meridian St. A Suite 120 A Carmel, Indiana 46032 A www.gradexinc.com 317-573-3970 PHONE 317-573-3979 FAX Equal Opportunity Employer Lance Stahley From: Lance Stahley <Istahley@crossroadengineers.com> Sent: Thursday, November 05, 2015 10:25 AM To: 'Tom Kenney' Subject: RE: Illinois Street Extension Tom, Please proceed with this work as the City has verbally approved and I will include in a change order. Thanks, Lance From: Tom Kenney [mailto:tkenney@gradexinc.com] Sent: Monday, November 02, 2015 4:06 PM To: Lance Stahley <Istahley@crossroadengineers.com> Cc: Boone, Tiffany <tboone@carmel.in.gov>; Kashman, Jeremy M <jkashman@carmel.in.gov>; Tom DeKlyen <tomdeklyen@gradexinc.com> Subject: RE: Illinois Street Extension Lance, The cost is $2,666.00 to again prepare the areas to be sodded in Phases 1 and 3. We will prepare the areas using a tiller attachment on a skidsteer and we will have a laborer working with this operation. Thanks for your consideration in this matter, Tom From: Lance Stahley [ma ilto:lstahlev@cross roadeneineers.com] Sent: Wednesday, October 28, 2015 10:45 AM To: Tom Kenney <tkennev@gradexinc.com> Cc: Boone, Tiffany <tboone@carmel.in.gov>; Kashman, Jeremy M <jkashman@carmel.in.pov> Subject: FW: Illinois Street Extension Thanks Tom, What is the cost of the attached work? Lance From: Tom Kenney [mailto:tkenney@gradexinc.com] Sent: Tuesday, October 27, 2015 4:29 PM To: Lance Stahley (lstahlev@crossroadenaineers.com) <lstahlev@crossroadengineers.com> Cc: Tom DeKlyen <tomdeklvenegradexinc.com> Subject: Illinois Street Extension Lance, Please see the attached delay letter due to the broken pump. Thanks, Tom RecapitulationAs 10/22r2015 Recapitulation Illin : ols Street Extension #10-10 Pricing for touch up of existing sanitary manhole coating I i Sales Tax NIA 0% $ Allowable Mark up 12-/. $ 0% $ 12% $ - 10% $ 258.00 7% $ - I i ISub Totals i$ $ I $ - I $ 2,838.00 TOTAL = $ 2,838-00 m Clay Township Touch up coating Job#CC158149 September 30, 2015 Thank you for contacting Culy Contracting,. Inc. for your manhole rehabilitation needs. Based on the Information we now possess, Including both verbal and written, we are pleased to submit our proposal for providing materials and services for the above referenced project. Please note that.all installation technicians are trained, certified, and equipped to comply with all requirements of 29 CFR 1910.146 Federal OSHA's Permit -Required -Confined -Space Regulations. Scope of Service To meet the requirements of this project, we propose to furnish the following items: 1. Mobilize and demobilize our crew, equipment, and materials to the specified project location. 2. Clean and Prep structure. 3. Line structures with Mainstay Composite Liner, The above scope of service and the following pricing is subject to adjustment if the actual job site conditions and quantities differ from the requirements and conditions known to us at time of this proposal. A "JipePakh runaueel S •f ■ AvWIGIroutSlopslanky PermDnenlgr, ' r%:1LI,M ", �NO DIG Pipe Repair Syelam NNtl /lll 5 Industrial Park Drive P.O. Box 29 Winchester, Indiana 47394 Phone: 765-584-8509 www,culycontracting.com Fax: 765-584-8060 Proposal Culy Contracting, Inc. proposes to offer these services for the following cost(s): Responsibilities -of -Other's &-(General-Contractor)...... - We will expect that the following will be furnished to Culy Contracting, Inc. at no cost to us: 1. Free and legal access to the project site. 2. All approvals and permits as applicable. 3. Any traffic control needed. Closing i �I We thank you for the opportunity to offer this proposal and look forward to providing this service. If you have any need for further assistance, please do not hesitate to contact me. I ----- -- ------ af(765.)8-10-347------------ --- -- --._ ._._...----------....--------------- ------ --- -------- ------..-._.__.-....__...---d_ Sincerely, ) Craig Closser, Project Manager/Estimator Culy Contracting, Inc. ACCEPTANCE OF PROPOSAL SIGNATURE x PLEASE SIGN AND Email TO cralsc@culycontractine.com FOR ACCEPTANCE OF THIS PROPOSAL AVANTI inapatch AvantlGrout stops leaks. Ponnonen0y. s. HO D[6 rpe= 3rlem 5 Industrial Park Drive P.O. Box 29 Winchester, Indiana 47394 Phone: 765-584-8509 www.culycontracting.com Fax: 765-584-8060 U]jVil each Amount Touch up epoxy manholes that have 1 been added to. 15" of 48" barrel and 18" 1 LS $2,580.00 of 24" riser rings. Responsibilities -of -Other's &-(General-Contractor)...... - We will expect that the following will be furnished to Culy Contracting, Inc. at no cost to us: 1. Free and legal access to the project site. 2. All approvals and permits as applicable. 3. Any traffic control needed. Closing i �I We thank you for the opportunity to offer this proposal and look forward to providing this service. If you have any need for further assistance, please do not hesitate to contact me. I ----- -- ------ af(765.)8-10-347------------ --- -- --._ ._._...----------....--------------- ------ --- -------- ------..-._.__.-....__...---d_ Sincerely, ) Craig Closser, Project Manager/Estimator Culy Contracting, Inc. ACCEPTANCE OF PROPOSAL SIGNATURE x PLEASE SIGN AND Email TO cralsc@culycontractine.com FOR ACCEPTANCE OF THIS PROPOSAL AVANTI inapatch AvantlGrout stops leaks. Ponnonen0y. s. HO D[6 rpe= 3rlem 5 Industrial Park Drive P.O. Box 29 Winchester, Indiana 47394 Phone: 765-584-8509 www.culycontracting.com Fax: 765-584-8060 WOJd I qnS 4J9AO sallas i qnS .1 Sal -es jol qnS � -A ............... . ............ - O?IS I ly /Y Lx 9 _ tai Al 71NJ I 14 0 "d 0 . . .......... .......... U01suaIX3 Isoo n] sjnOH 10 wn Alllueno W3 d1M JO/PUU IN�Mdino�i �qtuow jad %;�/!-- I it! POIN aq.11!m sjuawAed alul UO isojejul -%IuowAed arRI Jol S00I Aoujoue pue isojejui ate} alq!suodsw aq II!m jewoleno affil -loplo ebu'340 ? Lions alnigsuoo lIeLls lijamnoop SIL11 'japio o6umID Liaflljm e. sojinbei 1eq1 japio liom siql of sassed o4l uawAlaq umt load joeilumqns jo Pel JU00 1� s! GJGLIJ jUaA9 941 Ul .8Iq?jjaqU-uoU on pup ioaqs otei joqPI pue juatudinba Imina.-oul 'xepejE) jad oje salvi �oqvj pu'a juawdinba (IV --3010AUI JO step os U141m: lInj ui plod aq IIPqs Uloid pua peaqjoAo 'sox -PI. buipnim 'sisoopeztwel!lIUPLIUppjl? iuoof)uipuiqsjjapjoNjo%' A sl j .4 SJLS03:JO NAAOONV382 CIBZIW3JLI -low uw q 04 5. 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Lions alnigsuoo lIeLls lijamnoop SIL11 'japio o6umID Liaflljm e. sojinbei 1eq1 japio liom siql of sassed o4l uawAlaq umt load joeilumqns jo Pel JU00 1� s! GJGLIJ jUaA9 941 Ul .8Iq?jjaqU-uoU on pup ioaqs otei joqPI pue juatudinba Imina.-oul 'xepejE) jad oje salvi �oqvj pu'a juawdinba (IV --3010AUI JO step os U141m: lInj ui plod aq IIPqs Uloid pua peaqjoAo 'sox -PI. buipnim 'sisoopeztwel!lIUPLIUppjl? iuoof)uipuiqsjjapjoNjo%' A sl j .4 SJLS03:JO NAAOONV382 CIBZIW3JLI -low uw q 04 GRADEX ,. 12900 N. Meridian St. Suite 120 Carmel, 1N 46032 Work Order No. Job No. Gradex Superviso Customer P.Q. Number p Invoice To Approved By_. _ As an authorized representative of Gradex, Inc. to proceed with work; _ ..... ...... _- Description of wo 1AA0,S. 1 9 )any.Ihereby approve(d) to its contract. ITEMIZED BREAKDOWN OF COSTS This work order is a binding contract and all itemized costs, including taxes, overhead and profit shall be paid in full within 80 days of invoice. All equipment and labor rates are per Gradex, Inc. current equipment and labor rate sheet and are non-negotiable. In the event there is a contract or subcontract provision between the parties to this work order that requires a written change order, this document shall constitute such a change order. The customer will be responsible for interest and attorney fees for late payments. interest on late payments will be billed at 1-1f2% per month. Date EQUIPMENT and/or MATERIAL Quantity I Unit or Hours Units Cost Extension gq r 31Z It flinq r f n 5alyi Via^ I W_� �Mmm Sub Total Sales Ta> 0 GRADEX APPROVED Sub Total Sales Ta> Overheat Sub Total Profit AAOR Classification nf / 1" GRADEX APPROVED Sub Total Sales Ta> Overheat Sub Total Profit Lance Stahley From: Tom Kenney <tkenney@gradexinc.com> Sent: Wednesday, November 11, 2015 11:05 AM To: Lance Stahley (Istahley@crossroadengineers.com) Cc: Patricia Hall Subject: Illinois Street Extension, Clear Fence Row on the South Side of 106th Lance, The price for a tri -axle dump truck per hour is $79.20. Patty, our accounts receivable manager, requests you scan us a copy of the two extra work tickets I gave you yesterday. Thanks, Tom Progress Meeting Minutes Illinois Street Extension #10-10 Page 1 Illinois Street Extension Progress Meeting #37 PROJECT: Carmel #10-10 DATE: July 8, 2015 TIME: 1:00 pm City of Carmel Project Manager: Jeremy Kashman, P.E. — City Engineer City of Carmel Project Representative: CrossRoad Engineers P.C. City of Carmel Project Design: United Consulting City of Carmel Project Contractor: Gradex Inc. Notice to Proceed: (restricted NTP) On file and dated 2/7/2014 Original Start Date: April 1, 2014 Original Final Completion Date: June 1, 2015. Phase I: April 1, 2014 to June 1, 2014 Phase II: June 1, 2014 to October 1, 2014 Phase III: October 1, 2014 to December 1, 2014 Landscaping: April 1, 2014 to June 1, 2015 with intermediate completion December 1, 2014. A project progress meeting was held on July 8, 2015 at the project field office beginning at 1:00 PM. The following were in attendance: Name Agency/Company Tiffany Boone City of Carmel Trent Newport CrossRoad Engineers P.C. Lance Stahley CrossRoad Engineers P.C. Ron Richmond E&B Paving Tom Kenney Gradex, Inc. Tom Deklyen Gradex, Inc. Email Tboone@carmel. in. goy tnewnortna.crossroadensineers. com lstahlev(a�,,crossroadengineers.com ron.richmond(a�ebpavin .com tkenney(2gradexinc. com tomdeklyen gradexinc.com Added items or discussion topics from the meeting will be italicized. Safety: N/A Utility Work: 1. AT&T Indiana — complete. Coordinate closure timeframe with US 31 job. Jake is looking into potential conflict and solution as necessary for pipe run between structures 318 to 322. 2. AT&T LS — complete. 3. Brighthouse Networks — Phase II is complete. 4. IPL — No work at Phase III or 103`x_ 5. MCI / Verizon — Phase III complete. 6. TWTelecom — Level 3. Phase III is complete. Phase II is also complete. 7. Vectren gas- complete. 8. Carmel Water — Phase II complete. 9. Citizens Water — complete including grouting of pipe in limits. 10. CTRWD —Phase II completed. 11. IN Fiber Network — Phase III relocation complete. Progress Meeting Minutes Illinois Street Extension #10-10 Page 2 12. Duke — N/A. 13. Marathon — N/A. Right -of -Way: 1. All Parcels clear by acquisition or ROE. US 31 coordination: 1. Schedule and phasing updates: Previous two weeks work: 1. 3 -sided structure wall, backfill and rip rap. 2. Infrastructure. 3. Touching up and adding EC measures. 4. Landscaping 111`" Street to south. Tree staking and repairs. Next two weeks work: 1. Precast 3 -sided structure Williams Creek shaping and rap. 2. Infrastructure. 3. Roudebush to continue landscape work south of 111`h and Phase III. 4. Backfill and grade. 5. Prep for and stabilize. 6. Conduit and underdrain. 7. Masonry wall continues. Other Discussions: • Pittman Sewer, precast ordered. Gradex proceeding force account. • Norwalk RFP for Medland wall. Sent to E&B for submitting to Norwalk for pricing. • NB & SB existing Illinois access to hospital. Appx. $5,000 for temporary striping and asphalt. Minimizes down times at new drive. Carmel working on noting INDOT and ST. V's and CRE provided exhibit to work towards implementing new MOT traffic switch by mid week that begins July 13. • Alt B drive sleeves? Gradex will notes Pittman when it can be done. • Irrigation pump completed July 2"d. Schedule? Pump was pulled July 2"d but had not been reinstalled yet. REI will notify us when being reinstalled. • Next meeting July 24'x' at 9:00 AM? Yes. It was noted that the next progress meeting will be on Friday July 24h at 9:00 AM at. the field office. Any necessary responses for questions herein will be provided as received. If you have any corrections, additions, or questions, please contact me either by phone or email. Thank you, Lance Stahley, PE/S CrossRoad Engineers 3417 Sherman Drive Beech Grove, Indiana 46107 0 - (317) 780-1555 Progress Meeting Minutes Illinois Street Extension #10-10 Page 3 M — 317-439-5515 lstahley(a)crossroadengineers.com cc: Attendees Jeremy Kashman, City of Carmel Dane Snyder, CrossRoad Engineers P.C. Steve Broermann, E&B Paving Jason Bezy, Roudebush Coleman McGuffey, Roudebush Bill Curtis, PE, United Consulting Michael Krosschell, The Schneider Corp. Lyle Branson, Surveytech File, Carmel Project #10-10 Progress Meeting Minutes Illinois Street Extension #10-10 Page 1 Illinois Street Extension Progress Meeting #40 PROJECT: Carmel #10-10 DATE: August 21, 2015 TIME: 9:00 am City of Carmel Project Manager: Jeremy Kashman, P.E. — City Engineer City of Carmel Project Representative: CrossRoad Engineers P.C. City of Carmel Project Design: United Consulting City of Carmel Project Contractor: Gradex Inc. Notice to Proceed: (restricted NTP) On file and dated 2/7/2014 Original Start Date: April 1, 2014 Original Final Completion Date: June 1, 2015. Phase I: April 1, 2014 to June 1, 2014 Phase II: June 1, 2014 to October 1, 2014 Phase III: October 1, 2014 to December 1, 2014 Landscaping: April 1, 2014 to June 1, 2015 with intermediate completion December 1, 2014. A project progress meeting was held on August 21, 2015 at the project field office beginning at 9:00 AM. The following were in attendance: Name Jeremy Kashman Tiffany Boone Trent Newport Lance Stahley Steve Broermann Coleman McGuffey Danny Gahs Agency/CompanX City of Carmel City of Carmel CrossRoad Engineers P.C. CrossRoad Engineers P.C. E&B Paving Roudebush Gradex, Inc. Email Jkashman(a,carmel. in. gov Tboonegcarmel. in. gov tnewport a.crossroadenizineers.com lstahley�a,,crossroadengineers.com steve.broermann(a�ebpaving. com Coleman(a,roudebush rg ading com Added items or discussion topics from the meeting will be italicized. Safety: Please continue to monitor MOT in place as paving and work within limits continues. Utility Work: 1. AT&T Indiana — complete. Jake is looking into potential conflict and solution as necessary for pipe run between structures 318 to 322. 2. AT&T LS — complete. 3. Bri2hthouse Networks — Phase II is complete. 4. IPL — setting pole, riser and transformer for 106`h electrical. 5. MCI / Verizon — Phase III complete. 6. TWTelecom — Level 3. Phase III is complete. Phase II is also complete. 7. Vectren gas- complete. 8. Carmel Water — Phase II complete. 9. Citizens Water — complete including grouting of pipe in limits. Progress Meeting Minutes Illinois Street Extension #10-10 Page 2 10. CTRWD —Phase II completed. 11. IN Fiber Network — Phase III relocation complete. 12. Duke — N/A. 13. Marathon — N/A. Right -of -Way 1. All Parcels clear by acquisition or ROE. US 31 coordination: 1. Schedule and phasing updates: Previous two weeks work: 1. Paving base lift. 2. Infrastructure. 3. Masonry wall completed. 4. Drives, curbing and ramps. 5. Conduit and interduct. Next two weeks work: 1. Paving road and paths. 2. Ramps and drives. 3. Backfill. 4. Street lights. 5. Landscaping. Other Discussions: • Norwalk RFP for Medland wall via E&B. CRE requested Norwalk submit this as soon as feasible on 8121. • Irrigation pump fixed — irrigation repair and re-establish. Roudebush indicated that Walker Irrigation will be in to investigate asap and then base a course of action and schedule on that investigation. • Landscape irrigation and install schedule and clean-up/prep, replacement materials. Roudebush intends to work on hardscape items and lawn and seeding as project becomes available to them. The planting material would follow closer to October when nursery digging begins. In the mean time they will investigate if any material issues and supplies exist and notes us as soon as feasible to determine if replacement material can be reviewed or considered. It was also determined that a 4 " conduit will need to be drilled from the PI cabinet to the center island at 106`h and Illinois. The City also requested that the landscape area in median and Westside of Illinois Street between 106`h and 111'h be mowed and a finished and presentable product be provided including weed elimination and mowing. Warrantied replacement materials are obviously being taken care of once available in October. • Reserve Wall — complete today other than final clean-up next week. The City is considering some method of backfilling wall foundations and gaps and will note us if anything further is required and they plan to also review the bio-swale at House Investments to determine what needs replaced there. • Mudd tree removal and stump issue. The City requested Gradex perform this tree and stump removal and requested it be done prior to opening to traffic iffeasible. • Days request. E&B will provide as soon as feasible. Progress Meeting Minutes Illinois Street Extension #10-10 Page 3 • Landscape as-builts. As-builts of what landscape material has been provided, planted and paid for to date was provided to the City at this meeting and any of this material that did not survive is under warranty. • The City will have DOCS arborist review the Beech or Oak tree at Pittman's parcel to see if that is the tree requested for removal and provide direction as needed. • The days of September around Labor Day are being targeted for opening 106`h to traffic. Path paving begins next Wednesday. Then a few days for Gradex to finish grade and then lawnscaping, surface paving and striping. It was also discussed that as much advance notification of work at either St. V's drive is appreciated for notification purposes since there will be no permanent closure for these tie-ins. • The existing path in front of St. V's can remain and the path connections to the new drive will be elevated from existing grade and can therefore be connected with concrete walk. • E&B indicated that a fiber or communications contractor from another project is able to look at IFN boxes in front of IUHealth for adjustments prior to path completion at that location. • The rail typical details provided are approved as marked -up herein. At this time no detailed construction drawings have been provided. • Next meeting September 4h at 9:00 AM? It was noted that the next progress meeting will be on Friday September 4`h at 9: 00"at the field office. Any necessary responses for questions herein will be provided as received. If you have any corrections, additions, or questions, please contact me either by phone or email. Thank you, Z'—'9�� Lance Stahley, PE/S CrossRoad Engineers 3417 Sherman Drive Beech Grove, Indiana 46107 O - (317) 780-1555 M — 317-439-5515 lstahleyna,crossroadengineers.com cc: Attendees Dane Snyder, CrossRoad Engineers P.C. Tom Kenney, Gradex, Inc. Tom Deklyen, Gradex, Inc. Ron Richmond, E&B Paving Jason Bezy, Roudebush Bill Curtis, PE, United Consulting Michael Krosschell, The Schneider Corp. Lyle Branson, Surveytech File, Carmel Project #10-10 ti 111 114 -RAW, NOUN NOTES: ALL STEEL MADE IN THE U.S.A. ALL TUBES ARE SCHEDULE 40, ASTM A500, GRADE G HANDRAIL SHALL BE UNGALVANIZED S*f EEL WITH PRIMER AND POWDER COATING MATERIALS. Koppel Fabrication my m - v, SCALL: FAM. WX2.1;< 'DO DMIN: rOv. 1-wr— - - - -1 'I, ' V. cAP POSTS 2 'o SCHEDULE j d4 PIPE POST S7 d B _ y� T----•--- Btrr.r-r 1_9 R SCHfOULP .0 PIPE RAIL (TYP.) < - c 7} 5"-0"MAX. 5"-0"MAX. AX, °A i.y t......�._._ ._........_........... PAREL CdJ CORE DRILLED FILLGAP OLE. FILL Koppel Fabrication '"ti' ITH NON—SHRINE ROU ;rxv kk.M,aY+rr -nsr aasas�t �� lt�G5i91 sS: SNF_.%T ;SVRk'u5, �iY7 A3ad"v37 i ILLINOIS STREET S'::3E: DAiP_. OGT2.'it4 OM^YM K80 REV. D Progress Meeting Minutes Illinois Street Extension #10-10 Page 1 Illinois Street Extension Progress Meeting #42 PROJECT: Carmel #10-10 DATE: September 18, 2015 TIME: 9:00 am City of Carmel Project Manager: Jeremy Kashman, P.E. — City Engineer City of Carmel Project Representative: CrossRoad Engineers P.C. City of Carmel Project Design: United Consulting City of Carmel Project Contractor: Gradex Inc. Notice to Proceed: (restricted NTP) On file and dated 2/7/2014 Original Start Date: April 1, 2014 Original Final Completion Date: June 1, 2015. Phase I: April 1, 2014 to June 1, 2014 Phase Il: June 1, 2014 to October 1, 2014 Phase III: October 1, 2014 to December 1, 2014 Landscaping: April 1, 2014 to June 1, 2015 with intermediate completion December 1, 2014. A project progress meeting was held on September 18, 2015 at the project field office beginning at appx. 9:20 AM and was changed from a field meeting due to rain. The following were in attendance: Name Agenc /�panX Jeremy Kashman City of Carmel Tiffany Boone City of Carmel Kurt Anderson City of Carmel Parks Pifer City of Carmel Michael Kalogeros City of Carmel Trent Newport CrossRoad Engineers P.C. Lance Stahley CrossRoad Engineers P.C. Tom Kenney Gradex, Inc. Danny Gahs Coleman McGuffey Roudebush Email Jkashmanna .carmel. in. uo v tboone cr,carmel.in. ov kandersongcarmel. in. gov ppiferpa,carmel. in. gov xnkaloizeros a.carmel.in.izov tnewport cr,crossroadengineers.com Istahley@crossroadengineers.com tkenney@gradexinc.com Coleman@roudebushgrading.com Added items or discussion topics from the meeting will be italicized. Safety: N/A Utility Work: 1. AT&T Indiana — complete. 2. AT&T LS — complete. 3. Brighthouse Networks — Phase II is complete. 4. IPL — setting pole, riser and transformer for 106`h electrical is done and ready for service. 5. MCI / Verizon — Phase III complete. 6. TWTelecom — Level 3. Phase III is complete. Phase II is also complete. Progress Meeting Minutes Illinois Street Extension #10-10 Page 2 7. Vectren gas- complete. 8. Carmel Water — Phase II complete. 9. Citizens Water — complete including grouting of pipe in limits. 10. CTRWD — Phase II completed. 11. IN Fiber Network — Phase III relocation complete. 12. Duke — N/A. 13. Marathon — N/A. Right -of -Way 1. All Parcels clear by acquisition or ROE. US 31 coordination: 1. Schedule and phasing updates: Previous two weeks work: 1. Abandoned Illinois Street infrastructure and grading. 2. Backfill and adjustments. 3. EC measures. 4. Hospital drives, curbing and ramps. 5. Pittman Drive mailbox and guard rail. Next two weeks work: 1. Paving hospital drives. 2. Old Illinois Street removals for landscape and lighting. Danny will get large burning bushes that are a site line issue today. 3. Milling and surface beginning 9/28. 9125 is start if milling weather dependant. 4. Striping including straight arrows at 11 Ph for Illinois SB. 5. Street light service and Illinois St south of 106"' poles, conduit and wiring. 6. Landscaping/Hardscape. 7. Irrigation. 8. Handrail. Landscape•. • Area between 111"' and 106"' expectations of material replacement and condition plus irrigation sensors? Walker and Street Dept. will work out the sensor in the field. It was discussed that Parks would research whether or not the Street Dept. would rather maintain the yarrow or traditional lawn and let us know next week at the Tuesday meeting between Roudebush, CRE and Street Dept. onsite at 9 AM what direction they would like us to go in. • Irrigation pump fixed this week with Sunday meeting to determine if pressure and valve boxes were adequate to proceed the following week with repairs and installation of new system. Brickman coordinating directly with Walker Irrigation. There is a Sunday meeting with Walker and Brickman and then next week Walker will mobilize to work on the irrigation system re-establishment and new system install. • Reserve Wall — landscape and final clean-up. Request Roudebush quote and schedule for added work? • Remaining schedule. October 15`h would generally be the start of plantings but it was requested that sod without irrigation be installed asap as a permanent EC measure. • Norway spruces at Reserve. Planting after the 10115 with the other material. • It was discussed that the City and CRE would look into any agreements made or needing to be made with the commercial park south of 106`h regarding landscape and irrigation Progress Meeting Minutes Illinois Street Extension #10-10 Page 3 maintenance and notes the Street Department of results. The street lights will be a City asset to maintain. Other Discussions: • Norwalk RFP for Medland sent to City this week and E&B was requested to submit a formal quote with staining added in. • Irrigation pump fixed this week with Sunday meeting to determine if pressure and valve boxes were adequate to proceed the following week with repairs and installation of new system. Brickman coordinating directly with Walker Irrigation. • Reserve Wall — landscape and final clean-up. Request Roudebush quote and schedule for added work? Reserve wall backfill, fine grade, seeding, sod, and mulch? Jeremy will explore whether or not to include mulch as part of this RFP. Lance and Coleman will meet Tuesday to look at scope and discuss potential schedule of added work. • CTRWD requesting adjusted manholes sprayed. If this is "lined" then that should have been done as part of relo plans per notes. Gradex will provide a cost to line the manholes in question as approved as added work by the City. • Days request. Tom Kenney will work on providing information to Ec&B. • CRE notified the heart hospital of paving scheduled for Saturday and requested rented message board be removed at 106`* roundabout and they agreed to have removed by Monday the 21' • The City inquired about the 106`* roundabout clear and recovery zone information on the NE corner at Illinois and will inquire to United regarding any design research • EC measures: Kurt will inspect the project with IDEM on Tuesday and stated that all should be good as long as culverts, slopes and inlets are protected. • Next meeting October 2nd at 9:00 AM? Yes. It was noted that the next progress meeting will be on Friday October 2nd at 9: 00 AM at the field office. Any necessary responses for questions herein will be provided as received. If you have any corrections, additions, or questions, please contact me either by phone or email. Thank you, �/J z-- 99� Lance Stahley, PE//S CrossRoad Engineers 3417 Sherman Drive Beech Grove, Indiana 46107 O - (317) 780-1555 M — 317-439-5515 lstahley_(a�crossroadengineers.com cc: Attendees Steve Broermann, E&B Paving Tom Deklyen, Gradex, Inc. Ron Richmond, E&B Paving Jason Bezy, Roudebush Progress Meeting Minutes Illinois Street Extension #10-10 Page 4 Bill Curtis, PE, United Consulting Michael Krosschell, The Schneider Corp. Lyle Branson, Surveytech File, Carmel Project #10-10 Progress Meeting Minutes Illinois Street Extension #10-10 Page 1 Illinois Street Extension Progress Meeting #43 PROJECT: Carmel #10-10 DATE: October 2, 2015 TIME: 9:00 am City of Carmel Project Manager: Jeremy Kashman, P.E. — City Engineer City of Carmel Project Representative: CrossRoad Engineers P.C. City of Carmel Project Design: United Consulting City of Carmel Project Contractor: Gradex Inc. Notice to Proceed: (restricted NTP) On file and dated 2/7/2014 Original Start Date: April 1, 2014 Original Final Completion Date: June 1, 2015. Phase I: April 1, 2014 to June 1, 2014 Phase II: June 1, 2014 to October 1, 2014 Phase III: October 1, 2014 to December 1, 2014 Landscaping: April 1, 2014 to June 1, 2015 with intermediate completion December 1, 2014. A project progress meeting was held on October 2, 2015 at the project field office beginning at appx. 9:00. The following were in attendance: Name Tiffany Boone Parks Pifer Lance Stahley Steve Broermann Tom Deklyen Tom Kenney Coleman McGuffey Joe Walker Agency/Comp City of Carmel City of Carmel CrossRoad Engineers P.C. E&B Paving Gradex, Inc: Gradex, Inc. Roudebush Walker Irrigation Email tboonea,carmel. in. gov ppifer@carmel.in.gov lstahlevna,crossroadensineers. com steve.broennann@ebpaving.com tom.deklyen@gradexine.com tkenney@gradexinc.com Coleman@roudebushgrading.com Added items or discussion topics from the meeting will be italicized. Safety: N/A Utility Work: 1. AT&T Indiana — complete. Jake is looking into potential conflict and solution as necessary for pipe run between structures 318 to 322. Gradex potholed and determined no conflict and raised Swale to be above the ATT top offacility. 2. AT&T LS — complete. 3. Brighthouse Networks — Phase II is complete. 4. IPL — setting pole, riser and transformer for 106'' electrical is done and ready for service. 5. MCI / Verizon — Phase III complete. 6. TWTelecom — Level 3. Phase III is complete. Phase II is also complete. 7. Vectren gas- complete. Progress Meeting Minutes Illinois Street Extension #10-10 Page 2 8. Carmel Water — Phase II complete. 9. Citizens Water — complete including grouting of pipe in limits. 10. CTRWD —Phase II completed. 11. IN Fiber Network — Phase III relocation complete. 12. Duke — N/A. 13. Marathon — N/A. Richt-of-Way 1. All Parcels clear by acquisition or ROE. US 31 coordination: 1. Schedule and phasing updates: Previous two weeks work: 1. Abandoned Illinois Street and miscellaneous grading, EC measures and seeding. 2. EC measures and seeding and blankets plus mulch seeding. 3. Hospital drives paving through surface. 4. Mainline surface prep and paving. 5. Lighting conduit and foundations. Next two weeks work: 1. Pavement markings and striping plus RPM'S and including straight arrows at IIIth for Illinois SB. 2. Street light service and Illinois St south of 106,' poles, conduit and wiring. 3. Landscaping/Hardscape. 4. Irrigation. 5. Handrail. 6. Reserve Wall landscaping? 7. Added signs? 8. These are addressed in notes below. Landscape: • Area between 111d' and 106`h plan of action to repair yarrow coverage and weeding? The contract will be responsible for mowing in a few weeks and over -seeding the yarrow in this area before the City will accept. • Irrigation? An ongoing issue with this system is coordinating the HOA system and the project related work. The latest is that some damages outside of the scoped 10-10 project responsibility have caused the need for isolation valves to separate the damaged areas before they can be repaired. This responsibility will be for HOA since the damages were a result of the other project. It was also noted that the old roundabout removed area shall be having irrigation heads at the new perimeter and the remaining irrigation in place shall be sufficient otherwise and repaired to be working as was previously. Gradex and Walker Irrigation will coordinate with Brickman and Technicolor. It was also noted that irrigation conduits were still needed at 106`h Street and that the water meter and tap location will need to be coordinated with Carmel Water. • Reserve Wall — landscape and final clean-up. Request Roudebush quote and schedule for added work? Reserve wall backfill, fine grade, seeding, sod, mulch? The City requested pricing and action on this as soon as feasible. Mulch will be done at common areas and the House Investment bio-swale but otherwise no mulch shall be included on the residents' side of the wall. Progress Meeting Minutes Illinois Street Extension #10-10 Page 3 • Remaining schedule to begin October 15th. Any updates to this? Hardscape schedule? Hardscape will begin as soon as feasible along with edging and then irrigation and plant material to follow as it becomes available. Other Discussions: • Medland wall proposal sent to City for consideration. The City will and did provide written NTP as this work has been approved to move forward. • Sanitary manhole lining costs? Gradex says roughly $2,600 and they may proceed and costs shall be provided as soon as feasible. • Added signs? Morphey will provide proofs for review and Tiffany would also like to have these to share with INDOTfor other locations. • Street light remaining pole install schedule? Begins early next week. The meter and connection was done today so it was requested that Morphey connect the street lights that are already up at the roundabout as soon as feasible. • Striping schedule? This work will begin within the next few days. • Roadsafe signs, equipment and sandbags on project — please have removed. These are from the US 31 project MOT sub. • Handrail target install date? Last week of October. • Pittman sewer costs. Gradex will have this to us this week. • 12" ES costs? Gradex will forward this to CRE as soon as feasible. • Days request? This was provided at the meetingfor review. • It was mentioned that there was a gap in median irrigation in the second half of the median south of 106`h Street and the next median entirely south of the north heart hospital drive crossover. We are coordinating with the designer to see if there was any particular reason or direction for this and exploring adding this area as a change order. The designer will be able to look in to this next week. • Next meeting October 16`h at 9:00 AM? It was noted that the next progress meeting will be on Friday October 16`h at 9:00 AM at the field office unless notified otherwise. Any necessary responses for questions herein will be provided as received. If you have any corrections, additions, or questions, please contact me either by phone or email. Thank you, Lance Stahley, PE/S CrossRoad Engineers 3417 Sherman Drive Beech Grove, Indiana 46107 O - (317) 780-1555 M — 317-439-5515 lstahleya,crossroadengineers.com cc: Attendees Jeremy Kashman, City of Carmel Trent Newport, CrossRoad Engineers P.C. Progress Meeting Minutes Illinois Street Extension #10-10 Page 4 Ron Richmond, E&B Paving Jason Bezy, Roudebush Bill Curtis, PE, United Consulting Michael Krosschell, The Schneider Corp. Lyle Branson, Surveytech File, Carmel Project #10-10 PAVINWnc 14'orld-Class.Solutionsat a LocalLevel"" December 18, 2015 Mr. Lance Stahley Project Engineer City of Carmel One Civic Square Carmel, IN 46032 RE: Illinois St Extension — Carmel #10-10 Contract Completion Date Dear Lance, This. letter serves to request an extension of the contract Completion Date for the above-mentioned project. Based upon delays caused by utilities and weather, E&B Paving/Gradex is requesting the Substantial Completion date be revised to October 24, 2015. Adding the 60 days for Landscaping to the October 24, 2015 date would make the with the substantial completion date for landscaping December 25, 2015. The Final Completion date for all landscaping would then be June 1, 2016. This request for additional days is based upon the attached sheet which shows the calculations (Attachment A): Based on the attachment, we are requesting the following. June 23, 2015 + 120 days = 10/24/15 Substantial Completion October 24, 2015 + 60 days = 12/25/15 Landscaping Substantial Completion June 1, 2016 = Landscaping Final Completion Date I have also included daily reports from Tom Kenney with Gradex which note the closure date of the 106" St and Illinois St intersection, as well as the date that Vectren relocation efforts were completed. if you need any additional information, please contact me at your earliest convenience. Sincerely, /' /Stee:v!eBroermann Project Manager E&B Paving CC: Jerry Kashman — City of Carmel Tiffany Boone — City of Carmel Ron Richmond —E&B Paving Tom DeKlyen — Gradex Inc. Tom Kenney — Gradex Inc. AN EQUAL OPPORTUNITY EMPLOYER ............... ................................................................... 17042 Middletown Ave. • Noblesville, IN 46060 PHONE: 317.773.4132 • FAx: 317.773.4137 www.ebpaving.co mss ATTACHMENT A 60 Day Road Closure PRODUCTION DAYS Time Frame # of Days Description 4/27/2015 Road Closed 4/28/2015 5/18/2015 20 Days of Production 5/18/2015 Vectren Conflict Encountered 5/19/2015 7/6/2015 48 Days of Production - But Vectren prevented work in certain areas of the critical path 7/7/2015 9/4/2015 59 Days of Production 9/4/2015 Road opened to traffic 127 Days of Production DAYS OF DELAY 5/18/2015 7/6/2015 49 Days of delay due to Vectren Conflict 7/7/2015 7/9/2015 2 Days for demo after Vectren Conflict Removed June Rain Days 11 Rain Days July Rain Days 5 Rain Days 67 Total Days of Delay 60 Total Days of Production