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HomeMy WebLinkAboutRieth-Riley Construction Co, Inc/Eng/Co #10/7,996.08/Spring Mill Reconstruction– Project #16-ENG-52City of Carmel Project 16 -ENG -52 Spring Mill Road Reconstruction CHANGE ORDER #10 Addition of Colored Concrete @ 111' Street RAB Truck Apron Contract Price prior to this Change Order Contract Price will be increased by this Change Order --------------------------------------------------------- -------------------------------- New Contract Price including this Change Order ------------------------------------------------------------------------------------------ $9,545,270.54 $7,996.08 $9,553,266.62 Amount Adjusted Contract Price Cumulative % Change from Original Contract Original Contract $8,592,091.16 $8,592,091.16 N/A C01 (-333.18) $8,591,757.98 -0.004% CO2 $36,031.35 $8,627,789.33 0.42% CO3 $123,808.23 $8,751,597.56 1.86% C04 $11,656.00 $8,763,253.66 1.99% C05 $4,140.25 $8,767,393.91 2.04% C06 $640,929,94 $9,408,323.85 9.50% C07 $13,183.50 $9,421,507.35 9.65% C08 $32,465.92 $9,453,973.27 10.03% C09 $91,297.27 $9,545,270.54 11.09% C010 $7,996.08 $9,553,266.62 11.19% Page I of 2 CITY OF CARMEL TO: Lucas Clark CONTRACT CHANGE ORDER NO.: 10 Rieth-Riley Construction Co., Inc. P.O. Box 276 DATE: 3(1/2018 1751 W. Minnesota Street PROJECT NAME: Spring Mill Road Reconstruction / Indianapolis, IN 46221 Project # 16 -ENG -52 CITY REQ. NO.: CITY PO NO.: 34297 CITY PO DATE: 9/8/2016 I. You are directed to make the following changes in this Contract: *All work associated with the descriptions below as well as the below referenced Change Proposal in Paragraph I1'. >`Time & Material' tracked work on 12/1/2017 and 12/2/2017 in which Rieth- Riley was instructed to add `Green Slate' coloring to the 111 `" Street RAB truck apron, per the City of Carmel 2017 Bond Projects Inspector Coordination Meeting held on 2/22/2017. *NOTE: This project's design was completed and the project commenced prior to the truck apron color standard being applied therefore the Contractor is due monetary compensation for adding this work to the project. *This Change order will create one new item, ITEM 4 143zz — Colored Concrete/1 I I m Street RAB Truck Apron, which will be paid as a LUMP SUM in the amount of $7,996.08. II. The following referenced Documents further describe the changes outlined in Paragraph I, and are to be considered a part of this Change Order: *Change Proposal as provided by Rieth-Riley Construction Co., Inc. on 1/12/2018. *City of Carmel 2017 Bond Projects Inspector Coordination Meeting Minutes *Change Order 10 QTY Adjustments Breakdown The changes result in the following adjustment of Contract Price and Contract Time: Contract Price prior to this Change Order $ 9.545.270.54 Contract Price will be increased/deam-ad by this Change Order $ 7.996.08 New Contract Price including this Change Order $ 9.553.266.62 Ceatfaet T'rmna Drier to this Change Qrder Days — C-empletien-Date resultingNet inereaseEbdeer-eased fteRi this Change Gfdef_ Days Gunent Gentraet Time including this Change 9rdet Days. Completion Bate AR -1 Page 2 of 2 This Change Order is for full and final settlement of all direct, indirect, impact costs and time extensions incurred at any time resulting from the performance of the changed work. The Above Changes Are Recommended: United Consulting ENGINEER 1625 N. Post Road Address Indianapolis, IN 46219 City/State/Zip By: Phone: 317 724.5 2 Date: -3/1/2018 The Above Changes Are Accepted: Rieth-Riley _ CONTRACTOR 1751 W. Minnesota Street Address Indianapolis, IN 46206 i /State/Zi Ph Date: Approved: Treasurer riteyEngineer my ashman, P.E. 04 Date: �3�/� IETH! January 12, 2017 Bret Smiley United Consulting Construction Manager 1625 N. Post Road Indianapolis, IN 46219 LEY CONSTRUCTION CO., INC. 100% Quality • 100% Employee Owned • Over 100 Years RE: Spring Mill Road Improvements City of Carmel Project No. 16 -ENG -27 & 16 -SW -07 Rieth-Riley Project No. 3200671 Dear Mr. Smiley, SENT VIA ELECTRONIC MAIL ONLY: Bret.Smiley@ucindy.com Below is the breakdown for the additional costs that were associated with the colored concrete truck apron at the 1111h St. Roundabout. • T&M Colored Concrete @ 111th St. -$7,996.08 This work consisted of covering the curb and surrounding area with plastic to prevent stains from the colored concrete. Also included in this proposal is the additional material costs for the colored concrete. A detailed breakdown of this pricing is attached on the following pages. Please call with any questions. Thanks Tyler Joseph Project Engineer RIETH-RILEY CONSTRUCTION CO., INC. cc: Eric Holmes Lucas Clark P.O. Box 276 •1751 W. Minnesota St. • Indianapolis, IN 46206 Phone: (317) 634-5561 • www.rieth-riley.com RIETH-RILEY CONSTRUCTION EXTRA WORK AGREEMENT DATE: 12/1/2017-12/2/17 Work Performed: Truck apron Colored Conc. CONTRACT: PROJECT: Springmill Road FORCE ACCOUNT/EXTRA WORK FOR: T+M Sheet is for the colored concrete material price. As well as the additional labor to cover the curb while pouring. LABOR 109.05 (b)(1) uni me EMPLOYEE Regular Overtime Doubletime TOTAL RATE EXTENSION CARPENTER 0.00 0.00 $27.49 $0.00 CARPENTER FOREMAN 0.00 0.00 $28.99 $0.00 COMBINATION 0.00 0.00 $29.76 $0.00 FINISHER 0.00 0.00 $25.62 $0.00 FOREMAN - (Michael Stephens) 4.00 4.00 $27.22 $163.32 LABORER- (Gilberto Membreno) 4.00 4.00 $24.721 $148.32 LABORER- (Ramon Ochoa Jiminez) 4.00 4.00 $23.22 $139.32 LABORER- (Joseph L. Criswell) 4.00 4.00 $29.76 $178.56 LABORER- ( Juan C. Lozano Magana) 4.00 4.00 $26.72 $160.32 LABORER- (Alfonso O. Teliz) 4.00 4.00 $24.72 $148.32 LABORER- (Luciano Santacruz Munoz) 4.00 4.00 $24.72 $148.32 LABORER- (Logan J. Petro) 4.00 4.00 $23.22 $139.32 OPERATOR (103) 0.00 0.00 $34.05 $0.00 OPERATOR (103) 0.00 0.00 $34.05 $0.00 OPERATOR (103) 0.00 0.00 $34.05 $0.00 QA TECH 0.00 0.00 $23.62 $0.00 SUPERINTENDENT/PROJECT MANAGER 0.00 0.00 $43.10 $0.00 TEAMSTER 0.00 0.00 $27.91 $0.00 FRINGES TOTALLABOR $1,225.80 (2) FICA ;-�- % x LINE (2) $91.94 (3) EMPLOYEE HOURS $565.12 (4) RATE EXTENSION CARPENTER 0.00 X $18.20 = $0.00 CARPENTER FOREMAN 0.00 X $18.20 = $0.00 COMBINATION 0.00 X $14.91 = $0.00 FINISHER 0.00 X $13.96 = $0.00 FOREMAN - (Michael Stephens) 4.00 X $17.66 = $70.64 LABORER- (Gilberto Membreno) 4.00 X $17.66 = $70.64 LABORER- (Ramon Ochoa Jiminez) 4.00 X $17.66 = $70.64 LABORER- (Joseph L. Criswell) 4.00 X $17.66 = $70.64 LABORER- ( Juan C. Lozano Magan 4.00 X $17.66 = $70.64 LABORER- (Alfonso O. Teliz) 4.00 X $17.66 = $70.64 LABORER- (Luciano Santacruz Munc 4.00 X $17.66 = $70.64 LABORER- (Logan J. Petro) 4.00 X $17.66 = $70.64 OPERATOR (103) 0.00 X $17.66 - $0.00 OPERATOR (103) 0.00 X $17.66 = $0.00 OPERATOR (103) 0.00 X $17.06 = $0.00 OA TECH 0.00 x $13.96 = $0.00 SUPERINTENDENT/PROJECT MAN 0.00 X $10.95 - $0.00 TEAMSTER 0.00 X $14.91 = $0.00 TOTAL FRINGES $565.12 (4) WORKERS COMPENSATION ,%< % X LINE (2) $57.61 (5) BODILY INJURY / PROPERTY DAMAGE INSURANCE % X LINE (2) $0.00 (6) STATE UNEMPLOYMENT % X LINE (2) $47.19 (7) FEDERAL UNEMPLOYMENT % X LINE (2) $4.90 (8) TRAVEL ALLOWANCE OR SUBSISTENCE (NOTE #3) $0.00 (9) TOTAL LINES 2, 3, 4, 5, 6, 7, 8 8 9 $1,992.56 (10) 20 % x LINE (10) $398.51 If 1) GRAND TOTAL LABOR LINES (10)+(11) $2,391.08 (12) Page 1 of 2 MATERIAL 109.05 (b)(3) Purchased or Manufactured Description Quantity Unit Unit Price Extenstion P Colored Concrete ADD-ON 1.00 Is $ 5,005.00 $ 5,005.00 P $ P $ a $ Is MATERIALS PURCHASED MATERIALS MANUFACTURED TOTAL: UNE(18)+(19) 12 % x LINE (20) GRAND TOTAL FOR MATERIALS: LINE (20) + (21) EQUIPMENT 109.05 (b)(41 $5,005.00 (16) $0.00 (19) $5,005.00 (20) $600.60 (21) $5,605.60 (22) Equipment # CONTRACTOR OWNED EQUIPMENT FHWA HOURLY RATE HOURS EXTENSION $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Trucking - Striaght Time $0.00 0.0 Tn,cking - Over Time $0.00 $0.00 Trucking - Double Time $0.00 SUM TOTAL EQUIPMENT TOTAL TRUCKING FUEL, LUBRICANTS AND TRANSPORTATION COSTS TOTAL LINES (23) + (24) + (25) 12 % x LINE (26) GRAND TOTAL FOR EQUIPMENT: LINES (26) + (27) SUBCONTRACTORS 109.05 (b)(6) $0.00 (23) $0.00 (24) $0.00 (25) $0.00 (26) $0.00 (27) $0.00 (28) TOTAL SUBCONTRACT WEEK ENDING $0.00 (29) 10 % x LINE (30) $3,000.00 OR LESS $0.00 (31) 7 %x LINE (30) OVER $3,000.00 $0.00 (32) GRAND TOTAL FOR SUBCONTRACTORS: LINES (30) + (31) + (32) $0.00 (33) TOTAL OF WORK COMPLETED FOR THE WEEK TOTAL LINES (12), (17), (22), (28) & (33) $7,996.68 (34) % OF BOND RATE BASED UPON LINE (34) $0.00 (35) 10 % x LINE (35) $0.00 (36) TOTAL EXTRA WORK LINES: (34) + (35) + (36) $7,996.68 (37) Page 2 of 2 Page 1 of 1 ti le:///J:/320/MGRHCSS/WORKAREA/TJOSEPH/HJTempO l /EE6F 183C-832B-49FE-8A3... 1/5/2018 Page 1 of 1 file:///J:/320/MGRHCSS/WORKAREA/TJOSEPH/HJTemp01 /5 8 E CADSE-76F6-4760-B7... 11/2018 slaw. -p"Concrew°m.Aggp��F.,tfw!rl"V n1r'39V-4uVs^FAX n17-398-2yo7 8IEIH—RILEY CONSTRUCTION P'O' BOX 276 INDIANAPOLIS, IN 46206 j I UTORS& REIT 12/09/2017 573405 I ~ ` SEND ALL REMITTANCE TO: Shelby Materials P 0 Box 242 12/02 02 1-66293 8.00 CY SATURDAY 0P20 CHARGE 5.000 [A Onnn�—� 40'00 12/02 021-66293 8.00 CY WINTER SERVICE 4.000 2 . 0_1 r- 12 /02 02 1-66304.,' Moo CY INDOT CLASS A 96.000 0 0 12/02 021-66304 10.00 CY Pease attach attach top pail S'OOO 50'00 I2/02 021-66304 1,00 EA =mpw�m�� 40.000 0,;,farji Here DATE JOB NUMBER -JOB LOCATION - ADDRESS PTICKET N70 U DESCRIPTION PER PRICE UNIT TAX TOTAL 000653 SPRING MILL RD RECONST/ 16—ENG-52 CARMEL PO NUMBER: 3200671 9.00 CY INDOT CLASS A 2/01 021 —66227"" 9.00 CY INDOT CLASS A 96.000 864.00 WASH OUT BAGS 40.000 40.00 12/04 02I-66338 9.00 80.00 12/01 021-66227 9.00 CY WINTER SERVICE 4.000 36.00 12/01 OZI—bb23U 9. -DO CY INDOT CLASS',m 96-.000 8w 12/01 021-66230 9.00 CY WINTER SERVICE 4.000 148090 _36.00 12/01 821-66243 2.00 CY WINTER SERVICE 4.000 8.00 12/0I 02I-66243 I.00 EA PARTIAL LOAD CHARGE 75.000 75'00 12/01 021-66260 6.00 CY WINTER SERVICE 4.000 24.00 12/02 021-66291— 9.00 CY INDO"I CLASS A 96.00 '664. 0-0 l2/O2 02I -6621-)l 9'08 CY SATURDAY OPEN CHARGE 5.000 45.00 12/6� 021-6629.. 2'00 Ea Waou OUT uauS *o'ouu uV'uV 12/02 021-6629I 9'00 CY WINTER SERVICE 4.000 36'00 12/02 02 1-66293 8.00 CY SATURDAY 0P20 CHARGE 5.000 [A Onnn�—� 40'00 12/02 021-66293 8.00 CY WINTER SERVICE 4.000 2 . 0_1 r- 12 /02 02 1-66304.,' Moo CY INDOT CLASS A 96.000 0 0 12/02 021-66304 10.00 CY SATURDAY OPEN CHARGE S'OOO 50'00 I2/02 021-66304 1,00 EA WASH OUT BAGS 40.000 40.00 12 /02 02 4O-00 12/04-021-66338 9.00 CY INDOT CLASS A 174. 00 I2/04 021-66338 I.00 EA WASH OUT BAGS 40.000 40.00 12/04 02I-66338 9.00 CY WINTER 3E8\/ICE 4'000 ^------' 36'00 INVOICE AMOUNT DUE ovfif�a HUB (Rej, 12i Pg. 1 of 5 SPRING MILL ROAD RECONSTRUCTION CARMEL PROJECTS 16 -ENG -S2 AND 16 -SW -07 Change Order #10 -Quantity Adjustments ITEM NO. DESCRIPTION UNIT Original quanlit UNIT PRICE Original Total Const- Rion Constru Rion Chan a #1 Qt Change #2 qt Al- Total Quant it New Total Dollar .mount 16 -ENG -52 QUANTITIES " I CONSTRUCTION EN GINEERING Pald via Item 4143 LS 1 $160,203.01 $160,203.01 0.03 1.03 $160,203.01 2 MOBILIZATION AND DEMOBILIZATION LS 1 $211,891.55 $211,89L55 1.00 $211,891.55 3 CLEARING RIGHT OF WAY LS 1 $2950223.93 $295,223.93 Lou $295,223.93 4 PAVEMENT REMOVAL SYS 459 $14.60 $6,701.40 459.00 $6,701.40 5 CENTER CURB CONCRETE REMOVE SYS 34 $42.39 $1,441.26 34.00 $1,443.26 6 URB CONCRETE REMOVE CUR.' LFT 77 $7.82 $602.14 77.00 $602.14 7 CURB AND GUTTER REMOVE LFT 2,914 $6.05 $17,629.70 2,914.00 $17,629.70 8 PIPE ABANDON GROUT AND FILL EACH 5 $438.20 $2,191.00 5.00 $2,191.00 9 SIDEWALK CONCRETE REMOVE SYS 223 $16.70 $3,724.10 223.00 $3,724.10 10 INLET REMOVE EACH 4 $607.04 $2,428.16 4.00 $2,428.16 11 FENCE CHAIN. LINK REMOVE LFT 492 $4.50 $2,214.00 492.00 $2,214.00 11. GUARDRAIL REMOVE LFT 735 $6.50 $4,777.50 735.00 $4,777.50 116 BRIDGE RAILING REMOVE LFT 248 $18.50 $4,588.00 248.00 $4,588.00 12 MANHOLE REMOVE EACH 1 $898.30 $698.30 1.00 $898.30 13 CURB TURNOUT REMOVE EACH 1 $81.36 $84.36 1.00 $84.36 14 CONCRETE WALL REMOVE LFT 170 $49.07 $6,341.90 170.00 $8,341.90 15 PIPE REMOVE LFT $32 $38.16 $31,719.12 832.00 $31,749.12 16 FENCE FARM FIELD REMOVE LFT 1,662 $2.75 $4,571.50 1,662.00 $4,570.50 17 E%UVATION COMMON CYS 21,762 $5.81 $113,867.22 24,762.00 $143,867.22 18 BORROW CYS 150953 $0.01 $159.53 15,953.00 $159.53 19SEDIMENT REMOVE CYS 63 $38.62 $2,433.06 63.00 $2,433.06 20 TEMPORARY CHECK DAM REVETMENT RIPRAP TON 8 $57.15 $157.20 8.00 $457.20 21 TEMPORARY INLET PROTECTION EACH 154 $65.00 $10,010.00 154.00 $10,010.00 22 TEMPORARY MULCH TON 29 $450.00 $13,050.00 29.00 $13,050.00 23 TEMPORARY SILT FENCE LFT 12,404 $1.95 $24,187.80 12,404.00 $24,187.80 24 NO.2STONE TON 400 $25.25 $10,100.00 400.00 $10,100.00 25 TEMPORARY GEOTEXTILE SYS 940 $2.79 $2,622.60 940.00 $2,622.60 26 TEMPORARY SEED MIXTURE LBS 1,740 $0.25 $43S.00 1,740.00 $435.00 27 SUBGRADE TREATMENT, TYPE 11 SYS 960 $22.67 $21,763.20 925.00 $20,%9.75 28 SUBGRADE TREATMENT, TYPE IS SYS 53,215 $6.03 $320,886.45 54,114.00 $326,307.42 29 STRUCTURE SACKFILL, TYPE CYS 13,538 $25.66 $347,385.08 Iixl 13,541.00 $347,462.06 30 DRYING SOILS FOR EMBANKMENT TON 6SS $125.00 $81,875.00 655.00 $81,875.00 31 COMPACTED AGGREGATE NO. 53 BASE TON 3,062 $27.60 $84,511.20 3,015.00 $83,214.00 32 WIDENING WITH HMA TYPE ION 11 $183.09 $2,013.99 11.00 $2,013.99 33 MILLING, ASPHALT, 1121N. SYS 381 $12.00 $4,572.00 381.00 $4,572.00 34 MILLING, ASPHALT SYS 488 $12.00 $5,856.00 488.00 $5,856.00 36 HMA SURFACE TYPE TONS 3,206 $58.59 $187,839.54 48.00 3,254.00 $190,651.86 37 HMA INTERMEDIATE TYPE C TONS 5,187 $51.56 $267,441.72 79.00 5,266.00 $271,514.96 38 HMA BASE TYPE TONS 14,518 $49.54 $719221.72 272.00 14,790.00 $732,696.60 39 HMA INTERMEDIATE OG TYPEC TONS 6,567 $50.09 $328,941.03 57.00 6,624.00 $331.796.16 40 HMA FOR TEMPORARY PAVEMENT, C UNDISTRIBUTED TON 500 $103.00 $51,500.00 500.00 $51,500.00 41 ASPHALT FOR TACK COAT TON 29 $0.01 $0.29 15.W 44.00 $0.44 42 PCCP 71N. SYS 241 $63.87 $15,392.67 241.00 $15,392.67 43 GUARDRAIL WOOD BEAM LFT 725 $314.00 $227,650.00 725.00 $227,650.00 43a GUARDRAIL BURIED END LFT 8 $8,600.00 $68,800.00 8.00 $68,800.00 44 HMA FOR SIDEWALK TON 2,243 $79.93 $179,282.99 2,205.00 $176,245.65 45 SIDEWALK CONCRETE SYS 391 $43.80 $17,125.80 391.00 $17,125.80 46 CURB RAMP CONCRETE SYS 440 $155.70 $68,508.00 139.00 579.00 $90,150.30 47 CURB, INTEGRAL CONCRETE LFT 245 $33.04 $8,094.80 245.00 $8,094.80 48 CURB AND GUTTER, CONCRETE TYPE II LFT 18,824 $16.04 $301,936.96 180824.00 $301,936.96 49 CURB AND GUTTER CONCRETE TYPE III LFT 13,729 $15.01 $206,072.29 1.Ix1� 13,666.00 $205,126.66 50 CENTER CURB DCONCRETE SYS 125 $181.22 $220652.50 125.00 $22,652.50 51 CURB TURNOUT EACH 2 $1,183.91 $2,367.82 2.00 $2,367.82 52 CURB AND GUTTER, ROLL CURB LFT 308 $29.50 $9,086.00 308.00 $9,086.00 53 HMA FOR APPROACHES, TYPE C TON 681 $89.44 $60,908.64 119.00 800.00 $71,552.00 54 PCCP FOR APPROACHES, 6 IN. SYS 574 $52.72 $30,261.28 11 n0+ 537.00 $280310.64 55 PCCP FOR APPROACHES, 91N, SYS 412 $64.54 $26,590.48 412.00 $26,590.48 56 MAILBOX ASSEMBLY SINGLE REST I EACH 13 $185.00 $2,405.00 13.00 $2,405.00 57 GEOTEXTILES SYS 68 $1:18 $8024 11.0. 1.00 $0.00 $94.40 58 RIPRAP REVETMENT TON 28 $85.06 I8': z.e, 4 IX) 1 ll: 33.00 $2,806.98 59 MOBILIZATION AND DEMOBILIZATION FOR SEEDING EACH 7 $50.00 $350.00 7.00 $350.00 CONTROL BLANKET SYS 1,016 $1.17 $1,188.72 1,016.00 $1,188.72 WATER kGAL 102 $1.00 $102.00 102.00 $102.00 E60EROSION SODDING NURSERY SYS 28,063 $3.25 $91,204.75 28,063.00 $91,204.75 IRRIGATION CONTROLLER BOX EACH 1 $8,500.00 $8,500.00 1.00 $8,500.00 FIELD OFFICE 8 MOS 15 $2,286.99 $34,304.85 15.00 $34,304.85 Pg. 2of5 SPRING MILL ROAD RECONSTRUCTION CARMEL PROJECTS 16 -ENG -52 AND 16 -SW -07 Change Order 810- Quantity Adjustments ITEM NO. DESCRIPTION UNIT Ori{Inal Q..M= UNIT PRICE Od{Inal Total Constructlon Contraction Change pl Qts Change 42 CK New Total Quart Naw Total Dollar Amount 65 TIMBER CURB LFT 124 $196.00 $24,304.00 124.00 $24,304.00 66 PIPE TYPE 2 CIRCULAR 361N- LFT 1,415 $95.84 $135,613.60 16.00 1,431.00 $137,147.04 67 PIPE, TYPE 4, CIRCULAR, 61N. LFT 18,429 $4.35 $80,166.15 18,429.00 $80,166.15 68 PIPE, TYPE 4, CIRCULAR, 81N. LFT 54 $8.00 $432.00 54.00 $432.00 69 PIPE, TYPE 2, CIRCULAR, 121N, LFT 40232 $39.45 $166,952.40 (11�ja,).t,YI:� 4,20&00 $166,005.60 70 PIPE, TYPE 2 CIRCULAR, 15 )N. LFT 416 $50.95 $21,195.20 1n 428.00 $21,806.60 71 IPIPE, TYPE 2, CIRCULAR 181N, LFT 1 1,099 $46.37 1 $50,960.63 11.001 1,097.00 $50,867.89 72 PIPE, TYPE 2, CIRCULAR, 211N. LFT 299 $55.18 $16,498.82 299.00 $16,498.82 73 PIPE, TYPE 2, CIRCULAR 241N. LFT 670 $60.93 $40823.10 669.00 $40762.17 74 PIPE, TYPE 2 CIRCULAR 271N. LFT 25 $123.09 $3,077.25 40.00 $4,923.60 75 PIPE, TYPE 2, CIRCULAR, 301N. LFT 195 $75.60 $14,742.00 195.00 $14,742.00 76 PIPE, TYPE 2, CIRCULAR 421N. LFT 355 $130.20 $46,221.00 355.00 $46,221.00 77 PIPE, TYPE 2, CIRCULAR, 481N. LFT 1,590 $151.85 $241,441.50 10590.00 $241,441.50 77. PIPE TYPE 2, DEFORMED, MIN. AREA 3.3 SFT LFT 48 $80.30 $3,854.40 21.00 $1,68630 77b PIPE, TYPE 2, DEFORMED, MIN. AREA 5.1 SFT LFT S46 $107.60 $58,749.60 546.00 $58,749.60 78 STORMWATER TREATMENT SYSTEM 2.08 CFS EACH 1 $21,280.78 $21,280.78 1.00 $21,280.78 79 STORMWATER TREATMENT SYSTEM 2.9 CFS EACH 1 $21,280.78 $21,280.78 1.00 $21,280.78 80 STORMWATER TREATMENT SYSTEM 2.23 CFS EACH 1 $21,280.78 $210280.78 1.00 $210280.78 81 STORMWATER TREATMENT SYSTEM 1.12 CFS EACH 1 $21,280.78 $21,280.78 1.00 $210280.78 82 STORMWATER TREATMENT SYSTEM, 2.76 CFS EACH 1 $210280.78 $21,280.78 1.00 $21,280.78 83 STORMWATER TREATMENT SYSTEM, 1.65CF5 EACH 1 $210280.78 $21,280.78 1.00 $21,280.78 84 VIDEO INSPECTION FOR PIPE LFT 10,325 $1.29 $13,31935 16.00 10,314.00 $13,305.06 85 PIPE END SECTION DIAMETER 121N. EACH 3 $873.60 $2,620.80 2.a! 5.00 $4,368.00 86 PIPE ENDSECTION, DIAMETER 151N. EACH 2 $917.11 $1,834.22 2.00 $1,834.22 87 PIPE END SECTION DIAMETER 181N. EACH 4 $971.48 $30885.92 4.00 $3,885.92 88 OUTLET PROTECTOR 3 EACH 2 $1,050.00 $2,100.00 2.00 $2,300.00 89 VIDEO INSPECTION FOR UNDERDRAINS LFT 3,000 $0.99 $2,970.00 3,000.00 $2,970.00 90 AGGREGATE FOR UNDERDRAINS CYS 1,659 $45.50 $75,484.50 1,659.00 $75,484.50 91 GEOTEXTILES FOR UNDERDRAIN SYS 16,587 $1.15 $19,075.05 :6.187.00 $19,075.05 92 MANHOLE 110 EACH 6 $4,602.60 $27,615.60 twit 7.00 $32,218.20 93 CASTING, ADJUST TO GRACE EACH 13 $623.76 $8,108.88 13.00 $8,108.88 94 INLET 110 EACH 46 $2,443.76 $112,412.96 1.W 47.00 $114,856.72 95 INLET, M10 EACH 5 $2,448.81 $12,244.05 5.00 $12,244.05 96 CATCH BASIN X30 EACH 41 $2,603-45 $106,659.45 Ii t]0 40.00 $104,058.00 97 MANHOLE C4 EACH 30 $2,847,34 $85,420.20 001 26.00 $74,030,84 98 CATCH BASIN F7 EACH 1 $1,974.33 $1,974.33 1.00 $1,974.33 99 MANHOLE K4 EACH 17 $8,549.72 $145,345.24 23.00 $196,643.56 100 MANHOLE J4 EACH 20 $5,140.48 $102,809.60 14.00 $71,966.72 101 CATCH BASIN MSO EACH 41 $20617.76 $107,328.16 41.00 $107,328.16 302 DETENTION OUTFALL STRUCTURE,p EACH 5 $8,666.12 $43,330.60 4.00 $34,664.48 103 DETENTION OUTFALL STRUCTURE, E EACH 1 $9,077.18 $9,077.18 1.00 $9,077.18 100 CONSTRUCTION SIGN, C EACH 3 $297.00 $891.00 3.00 $891.00 105 ROAD CLOSURE SIGN ASSEMBLY EACH 6 $507.00 $3,042.00 6.00 $3,042.00 105. TEMPORARY PAVEMENT MARKING 41N LFT 6,000 $0.67 $4,020.00 6,000.00 $4,020.00 lOSb TEMPORARY PAVEMENT MARKING, REMOVABLE, 41N LFT 2,600 $1.05 $2,730.00 2,600.00 $20730.00 106 DETOUR ROUTE MARKER ASSEMBLY EACH 22 $15200 $3,344.00 22.00 $3,344.00 107 CONSTRUCTION SIGN A EACH 14 $249.00 $3,486.00 14.00 $3,486.00 108 CONSTRUCTION SIGN, B EACH 13 $104.00 $1,352.00 13.00 $1,352.00 109 MAINTAINING TRAFFIC LS 1 $153,029.18 $153,029.18 1.00 $153,029.18 110 BARRICADE III -8 LFT 264 $30.00 $7,920.00 264.00 $7,920.00 111 STREET SIGN POST EACH 6 $1,850.00 $11,100.00 6.00 $110100.00 112 SIGN SHEET AND SUPPORTS REMOVE EACH 33 $25.00 $825.00 33.00 $825.00 113 SIGN POST, SQUARE TYPE 1 UNREINFORCED ANCHOR BASE LFT 42S $14.00 $50950.00 425.00 $5,950.00 114 SIGN, SHEET WITH LEGEND 0.080 IN. SR 184 $11.00 $3,128.00 38.64 222.00 $3,774.00 115 SIGN, SHEET, WITH LEGEND O.100 IN, SFT 117 $19.00 $2,223.00 72.64 189.00 $3,591.00 116 CONDUIT PVC 21N. SCHEDULE 40 LFT 493 $8.00 $3,944.00 493.00 $3,944.00 117 CONDUIT HDPE 21N. SCHEDULE 80 LFT 162 $12.00 $1,944.00 162.00 $1,944.00 118 ORNAMENTAL LIGHT POLE, FOUNDATION, LUMINARIES EACH 6 $8,900.00 $53,400.00 6.00 $53,400.00 119 HANDHOLE FOR INTERDUCT EACH 31 $975.00 $300225.00 31.00 $300225.00 120 PVC SCHEDULE 444" LFT 9,502 $5.00 $47,510.00 9,502.00 $47,510.00 121 PVC SCHEDULE 444"INTERDUCT LFT 9,502 $9.00 $850518.00 9,502.00 $850518.00 122 PVC SCHEDULE 80-4" LFT 205 $7.00 $1,435.00 205.00 $1,435.00 123 PVC SCHEDULE 844" INTERDUCT LFT 205 $20.00 $40100.00 205.00 $4,100.00 124 HANDHOLE LIGHTING EACH 4 $650.00 $2,600.00 4.00 $2,600.00 125 SERVICE POINT II MODIFIED EACH 1 $5,500.00 $50500.00 1.00 $5,500.00 126 WIRE, NO. 6 COPPER IN PLASTIC DUCT 4 1 C LFT 162 $8.00 $10296.00 162.00 $1,296.00 Pg. 3of5 SPRING MILL ROAD RECONSTRUCTION CARMEL PROJECTS 1641413-52 AND 16 -SW -07 Change Order #10 - Quantity Adjustments ITEM NO. DESCRIPTION UNIT Origi-I quant UNIT PRICE Original Total Construction Construction Chen a Ml Ot Chan a 82 Qt New Tout Qwnt New Total Dollar Amount 127 WIRE, NO. 6 COPPER, IN PLASTIC DUCT, IN TRENCH, 4 1C LFT 493 $8.00 $3,944.00 493.00 $3,944.00 128 CONNECTOR KITUNFUSED EACH 6 $37.00 $222.00 6.00 $222.00 129 CONNECTOR KIT FUSED EACH 6 $35.00 $210.00 6.00 $210.00 130 MULTIPLE COMPRESSION FITTING, WATERPROOFED EACH 17 $21.00 $357.00 17.00 $357.00 131 INSULATION LINK WATERPROOFED EACH 1 28 $15.00 $420.00 28.00 $420.00 132 WIRE TW HW NO. 30 COPPER STRANDED LFT 471 $1.00 $471.00 471.00 $471.00 133 TRANSVERSE MARKING, THERMOPLASTIC, CROSSWALK LINE, WHITE 241N. LFT 928 $5.65 $5,243.20 928.00 $5,243.20 134 LINE, THERMOPLASTIC BROKEN, WHITE, 41N. LFT 592 $1.95 $1,154.40 592.00 $1,154.40 135 LINE THERMOPLASTIC SOLID WHITE 41N. LIT 2,050 $0.73 $1,496.50 349.00 2,399.00 $1,751.27 136 LINE THERMOPLASTIC DOTTED WHITE B IN. LFT 116 $3.15 $365.40 116.00 $365.40 137 TRANSVERSE MARKING, THERMOPLASTIC, YIELD LINE, WHITE, 361N. LFT 47 $12.20 $573.40 47.00 $573.40 138 LINE THERMOPLASTIC SOLID, YELLOW 41N. LFT 3,449 $0.73 $2,517.77 275.00 3,724.00 $2,718.52 139 TRANSVERSE MARKING, THERMOPLASTIC, STOP LINE, WHITE, 241N. LFT 117 $5.65 $661.05 1.00 118.00 $666.70 140 PAVEMENT MESSAGE MARKING, THERMOPLASTIC LANE INDICATION ARROW EACH 26 $109.00 $2,834.00 8.00 34.00 $3,706.00 141 SNOWPLOWABLE RAISED PAVEMENT MARKER EACH 155 $25.00 $3,875.00 155.00 $3,875.00 142 LINE, THERMOPLASTIC, SOLID, YELLOW, S IN. LFT 2,269 $1.90 $4,311.10 55.00 2,324.00 $4,415.60 143 LINE THERMOPLASTIC SOLID YELLOW 121N. LFT 460 $2.85 $1.311.00 17.00 477.00 $1,359.45 143a 20"DUCTILEIRON WATERMAIN LFT 1,520 $109.72 $166,774.40 1,520.00 $166,774.40 143b 8' DUCTILE IRON WATER MAIN LFT 80 $90.20 $7,216.00 80.00 $7,216.00 143c 8' GATE VALVE EACH 1 $1,477.28 $1,477.28 1.00 $1,477.28 143d 20"K8' STAINLESS TAPPING SADDLE AND VALVE EACH 1 $8,354.44 $8,354.44 1.00 $8,354.44 143, 8" WATER MAIN LOWERING EACH 1 $5,599.00 $5,599.00 1.00 $5,599.00 143f 30' WATER MAIN LOWERING EACH 1 $6,260.48 $6,260.48 1.00 $6,260.48 143g 16' WATER MAIN LOWERING EACH 1 $10,776.14 $10,776.14 1.00 $10,776.14 143h 20' WATER MAIN LOWERING EACH 6 $13,814.76 $82,888.56 6.00 $82,888.56 143i 8" WATER MAIN CONNECTION EACH 2 $3,475.74 $6,951.48 2.00 $6,951.48 143j 20' WATER MAIN CONNECTION EACH 4 $4,486.76 $17,947.04 4.00 $17,947.04 143k LONG SIDE SERVICE EACH 1 $3,882.93 $3,882.93 1.00 $3,882.93 1431 METER PR RELOCATION EACH 1 $1,327.05 $1,327.05 1.00 $1,327.05 143m BACKFLOW RELOCATION EACH 1 $525.38 $525.38 1.00 $525.38 143n RELOCATE SAMPLING STATION EACH 1 $1,518.42 $1,518.42 1.00 $1,518.42 143o ADJUST VAVLE TO GRADE REMOVE & REPLACE HYDRANT & ADJUST TO GRADE EACH 17 $4,476.55 $76,101.35 17.00 $76,101.35 143p NEW HYDRANT ASSEMBLY EACH 5 $6,016.55 $30,082.75 SOO $30,082.75 143q REMOVE AND RETIRE HYDRANT EACH 3 $626.30 $1,878.90 3.00 $1,878.90 143r ADJUST VALVE TO GRADE EACH 18 $321.44 $5,785.92 18.00 $5,785.92 143s VALVE RETIREMENT EACH 3 $585.16 $1,755.48 300 $1,755.48 1431 LINE STOPS 20" UNDISTRIBUTED EACH 4 $17,268.55 $69074.20 400 $69,074.20 141u DETENTION OUTFALL STRUCTURE, T - per Change Order 41 EACH 0 $8,332.94 $O.m i.(a) 1.}' _ $8:332.9i 143V SERI IC REPLACEMENT- per Chang, Order k2 LS 0 $36.031.35 '>I. CO I.:?(' 5�G031.75 143w DECORATIVE SOLAR FLASHER- per Change Order R3 EACH 0 $'1,806.66 50.00 6.110 r:.O0 $46,839.96 143x LIGHT POLE RELOCATION- per Chagne Order 95 LS 0 $4,140.25 $0.00 001) 1.00 $4,140.25 143y CONSTRUCTION ENGINEERING � per Change Order tt3 LS 0 54,087.W 50.00 000 1.00 $4,087.00 147: MOBILIZATION & DEMOBILIZATION � ",Charge Order 86 LS 0 $37,456.19 SOCK) O.W 1.00 $37,456.19 143aa MAINTENANCE OF TRAF FIC- pet Change Order 46 LS 0 $20,676.66 50.00 OW 1.00 $20,676.66 143bb CONCRETE WASH -OFF FACILTY- per Change Order R6 EACH 0 $432.00 $0.00 0.00 1.00 $432.00 143cc DORSETBLVO.SIGNWAII-per Change Ordera6 EACH 0 $58,582.27 $O.00 0.00 2-00 $117,164.54 143dd DORSETBLVD. RAOMASONRYWALt pet Change Order a6 EACH 0 $58,630.88 $0.00 Wro 1.00 $58,63088 143ee AIITH$TRE ET STONE WORK- per Change Order 46 EACH 0 $31,912.26 $0.00 UUO IW 531,912.26 143ff PLANTING SOIL BACK1I1L- per Change Order 46 CY5 0 571.50 SOW 0.00 1, 158.W $82,797.00 143gg IRRIGATION SERVICE&CONNECTIONS - pe, Change Order tt6 EACH 0 $3,SW.W $O.W 0.00 LOU $3,500.00 Pg. 4of5 SPRING MILL ROAD RECONSTRUCTION CARMEL PROJECTS 16 -ENG -S2 AND 16 -SW -07 Change Order #10 - quantity Adjustments ITEM NO. DESCRIPTION UNIT Original C-1.1 UNIT PRICE Orina - I a total Const-lon Cnnshul ne Chane #1 Qtn Change #2 Ch s. New Total Quandt New Total Dollar Amount 143hh IRRIGATION BORING& JACKING- per Change Order #6 LET 0 $60.50 $000 0.00 100.00 $6.050.00 14311 IRRIGATION CONTROL51BACKFLOW PREVENTERS- per Change Order #6 EACH 0 $2,827.00 $0.00 0.00 1.170 $2,827.00 143L CONTROL VALVES. DRIP TUBING, EMITTERS- per Change Order 76 LS 0 $15,306.50 $0.00 0.00 1-00 $15,306.50 143kk ELECT RIC SE RVICE AND CONNECTIONS per Change Order.6 EACH 0 58,814.87 $0.00 0.00 1.00 $8,814.97 14311 ELECTRIC CONDUIT BORING AND JACKING � per Change Order 96 LFT 0 565.29 $0.00 000 100.00 $6,529.00 143mm SIGN WALL LIGHTING per Change Order #6 EACH 0 $1,64188 $0 (X, 0.00 2.00 $3,283.76 143on DORSET BLVD. WALL LIGHTING- per Change Order 96 EACH 0 $1,641.88 $0.00 0.00.. LPG $1,641.88 1430o STREET TREES- per Change Order #6 EACH 0 $429.00 SOLID 0.00 73.00 533-462. D0 143pp ORNAMENTAL TREES- per Change Order a6 EACH 0 533000 50.07 olio 1LV.OLI 534,320.00 143gq EVERGREEN TREES- per Change Order #6 EACH 0 $2'.3 Ur', SOOO 0.00 53.00 $13,409.00 143rr SHRUBS- per Change Order 96 EACH 0 $44.00 $0.00 0.00 798.00 $35,112.00 143ss ORNAME NTAL GRASSES- per Change Order 96 EACH 0 $33.00 $0.00 0.00 269.00 $8,877.00 143rt PERENIALS- per Change Order e6 EACH 0 $13.20 $0.00 COD 5,653.00 $74,619.60 143uu SEDGE. PLAN TS - per Change Order #6 EACH 0 513.20 $0.00 0.00 1,954.00 $25,792.80 143w HARDWOOD MULCH- per Change Order#6 CYS 0 $8250 $0.00 0.00 222.00 $18,315.00 143ww LAN DSCAPE IMPROWMENTS,7WILLIAMS CREEK- per Change Order 97 LS 0 $13,183.50 '$0.00 0.00 1.00 $13,183.50 143aa Section 55a tart'&Waley Addtlons - per Change Order #8 LS O $32,465.92 $0.00 0001 W 532,465,92 L43yy Carmel Water Utrin- Subgrade Healing - per Change Order#9 LS 0 $91,297.27 $0.00 0.00 100 591,297.27 143n Addlion of Colored Concrete at 11111, 51reet RAB Truck Apron- per Change order 410 LS 0 $7,996.08 1 $0.00 0.00 1.00 $7,996.08 16 -SW -07 QUANTITIES 144 EXCAVATION, COMMON CVS 883 $35.00 $30,905.00 683.00 $30,905.00 145 BORROW CYS 2,782 $0.01 $27.82 2,782.00 $27.82 146 SEDIMENT, REMOVE CYS 30 $33.74 $337.40 10.00 $337.40 147 TEMPORARY INLETPROTECTION EACH 14 $65.00 $910.00 14.00 $910.00 148 TEMPORARY SILT FENCE LET 2,105 $1.79 $3,767.95 2,105.00 $3,767.95 149 TEMPORARY SEED MIXTURE LBS 48 $0.25 $12.00 48.00 $12.00 150 SUBGRADE TREATMENT, TYPE II SYS 59 $24.80 $1,463.20 59.00 $1,463.20 151 SUBGRADE TREATMENT TYPE 111 SYS 1,597 $1.83 $2,922.51 1,597.00 $2,922.51 152 SUBGRADE TREATMENT TYPE IB SYS 4,596 $6.73 $30,931.08 4,596.00 $30,931.08 153 STRUCTURE BACKFILL TYPE I CYS 177 $25.66 $4,541.82 177.00 $4,541.82 154 STRUCTURE BACKFILL, TYPE 2 CYS 266 $92.94 $24,722.00 266.00 $24,722.04 155 STRUCTURE BACKFILL TYPE 5 CYS 36 $73.45 $2,644.20 36.00 $2,644.20 156 COMPACTED AGGREGATE NO. 53 BASE TON 295 $32.87 $9,696.65 295.00 $9,696.65 157 HMA SURFACE TYPE TON 292 $71.46 $20,866.32 292.00 $200866.32 158 MMA INTERMEDIATE TYPE C TON 487 $56.71 $27,617.77 487.00 $270617.77 158. HMA INTERMEDIATE, OG, TYPE C TON 641 $54.13 $34,697.33 641.00 $34,697.33 159 MMA BASE, TYPE C TON 1,207 $51.90 $620643.30 1,207.00 $620643.30 160 ASPHALT FOR TACK COAT TON 4 $0.01 $0.04 4.00 $0.04 161 HMA FOR SIDEWALKS TON 221 $87.33 $19,299.93 221.00 $19,299.93 162 SIDEWALK CONCRETE 4" SYS 39 $51.81 $2,0211.59 39.00 $20020.59 163 CURB RAMP CONCRETE SYS 25 $175.41 $4,385.25 25.00 $4,385.25 164 DETECTABLE WARNING SURFACES SYS 5 $326.25 $1,631.25 5.00 $1,631.25 165 NDRAIL, 48 IN. ITEM DELETED par CHANGE ORDER HANDRAIL, 04 LFT S8 $120.00 $6,960.00 0.00 $0.00 166 ICURBANDGUTTER, CONCRETE TYPE II LFT 1,830 $19.05 $34,861.50 1,830.00 $34,861.50 167 CURBANDGUTTER, TURNOUT CONCRETE LET 6 $469.97 $20919.82 6.00 $2,819.82 168 CONCRETE ROLL CURB & GUTTER LFT 262 $48.66 $12,748.92 262.00 $12,748.92 169 PCCP FOR APPROACHES 61N. SYS 59 $60.95 $30596.05 59.00 $3,596.05 170 MAILBOX ASSEMBLY TRIPLE EACH 1 $225.00 $225.00 1.00 $225.00 171 GEOTEXTILES SYS 1,140 $0.99 $1,128.60 1,140.00 $1,128.60 Pg. 5of5 SPRING MILL ROAD RECONSTRUCTION CARMEL PR0JECTS 16 -ENG -52 AND 16 -SW -07 Change Order N30- Quantity Adjustments ITEM NO. DESCRIPTION UNIT Original Quant UNIT PRICE Original Total Construction Constmalon Chan a N1 Qt . Chan a N2 New Total 0--ly New Total Dollar Amount 172 RIPRAP CLASS TON 1,070 $46.35 $49,594.50 1,070.00 $49,594.50 173 RIPRAP REVETMENT TON 260 $23.16 $6,021.60 260.00 $6,021.60 174 RIPRAP, UNIFORM HAND LAIDI TON 4 $95.96 $383.84 4.00 $383.84 175 MOBILIZATION AND DEMOBILIZATION FOR SEEDING EACH 2 $50.00 $100.00 2.00 $100.00 176 EROSION CONTROL BLANKET SYS 1,375 $1.17 $1,608.75 1,375.00 $1,608.75 177 WATER M.G. 1 25 $1.00 1 $25.00 25.00 $25.00 178 TOPSOIL CYS 1,169 $45.64 $53,353.16 1,169.00 $53,353.16 179 SODDING NURSERY SYS 3,540 $3.25 $11,505.00 3,540.00 $11,505.00 180 CONCRETE, CLASS, A CYS 17 $252.59 $4,294.03 17.00 $4,294.03 181 241N. SDR 11 HDPE WATER MAIN LFT 176 $305.36 $53,743.36 176.00 $53,743.36 182 201N. RESTRAINED J0INT DUCTILE IRON LFT 25 $724.08 $18,102.00 25.00 $18,102.00 183 20" LINE STOP EACH 2 $17,268.55 $34,537.10 2.00 $34,537.10 184 201N. CONNECTION EACH 2 $6,202.22 $12,404.44 2.00 $12,404.44 185 REMOVE REPLACE AND RELOCATE FIRE HYDRANT EACH 1 $5,261.37 $5,261.37 1.00 $5,261.37 186 ADJUST VALVE BOX TO GRADE EACH 3 $468.43 $1,405.29 3.00 $1,405.29 187 PIPE TYPE 4, CIRCULAR 61N. LET 2,274 $4.75 $10iSOI.50 2,274.00 $10,801.50 188 PIPE UNDERDRAIN, OUTLET 61N. LFT 191 $14.50 $2,769.50 191.00 $2,769.50 189 PIPE TYPE 2, CIRCULAR 121N. LET 642 $42.68 $27,400.56 642.00 $27,400.56 190 PIPE, TYPE 2 CIRCULAR 151N. LET 15 $235.30 $3,529.50 15.00 $3,529.50 191 VIDEO INSPECTION FOR PIPE LFT 655 $2.39 $1,565.45 655.00 $1,565.45 192 PIPE END SECTION, DIAMETER 12 IN. EACH 1 $873.58 $873.58 1.00 $873.58 193 VIDEO INSPECIT N FOR UNDERDRAINS LFT 3,000 $0.99 $2,970.00 3.000.00 $2,970.00 194 AGGREGATE FOR UNDERDRAINS CYS 94 $50.00 $4,700.00 94.00 $4,700.00 195 GEOTEXTILES FOR UNDERDRAIN SYS 1,076 $2.40 $2,582.40 _ 1076.00 $2,582.40 196 YARD LIGHTS ADJUST TO GRADE EACH 7 $250.00 $1,750.00 7.00 $1,750.00 197 CASTING ADJUST TO GRADE EACH 6 $866.87 $50201.22 6.00 $5,201.22 198 INLET E7 EACH 1 $1,881.90 $1,881.90 1.00 $1,881.90 199 INLET, MID EACH 9 $2,448.81 $22,039.29 9.00 $22,039.29 200 PIPE CATCH BASIN, 181N. EACH 1 $1,314.06 $1,314.06 1.00 $1,314.06 201 MANHOLE, C4 EACH 3 $2,951.74 $8,855.22 3.00 $8,855.22 202 203 INLET, AT REINFORCED CONCRETE ARCH (MIN AREA = 105.0 SFT.( EACH LFT 3 64 $2,186.40 $3,216.76 $6,559.20 $205,872.64 3.00 64.00 $6,559.20 $205,872.64 204 DETOUR ROUTE MARKER ASSEMBLY EACH 19 $146.00 $2,774.00 19.00 $2,774.00 205 CONSTRUCTION SIGN A EACH 17 $244.00 $4,148.00 17.00 $4,148.00 206 CONSTRUCTION SIGN B EACH 2 $IOS.00 $210.00 2.00 $210.00 207 BARRICADE III -B LFT 50 $30.00 $1,500.00 50.00 $1,500.00 208 SIGN POST, SQUARE TYPE I REINFORCED ANCHOR S LFT 81 $14.00 $1,134.00 81.00 $1,134.00 209 SIGN GROUND MOUNTED RESET EACH 8 $20.00 $160.00 8.00 $160.00 210 LINE THERMOPLASTIC SOLID WHITE 41N. LFT 209 $0.73 $152.57 209.00 $152.57 211 LINE, THERMOPLASTIC SOLID YELLOW 41N. LFT 2,073 $0.73 $1,513.29 20073.00 $1,513.29 212 TRANSVERSE MARKING, THERMOPLASTIC, STOP LINE, WHITE, 241N. LFT 15 $5.65 $84.75 15.00 $84.75 213 TRANSVERSE MARKING, THERMOPLASTIC, CROSSWALK LINE, WHITE, 61N. LET 103 $1.40 $144.20 103.00 $144.20 214 PAVEMENT MESSAGE MARKING, THERMOPLASTIC LANE INDICATION ARROW EACH 1 $109.00 $109.00 1.00 $109.00 ?IS PAVEMENT MESSAGE MARKING, THERMOPLASTIC ONLY EACH 1 $147.00 $147.00 ].till 5147.00 216 RREVISED PEDESTRIAN HANDRAIL -Per Change Order E LET 0 $312.95 $CAO 58 $19,151.10 .17 CANCELLATION CHARGE (Oddi -1 Handrail Design) - nen (li-Fiet Order 44 L5 0 $465,00 $0.00 1.00 $465.00 = Adjusted Quantities las o f this Change Order) New Items ORIGINAL ICTAL- Se, 192091.16 NEW TOTAL= $9,553.266.62