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HomeMy WebLinkAboutRieth-Riley Construction Co., Inc./Eng/CO #10/71,330.10/Gray Road 136th & 126th RABs – Project #16-ENG-54 & 16-ENG-16City of Carmel Projects 16 -ENG -54 & 16 - ENG -16 136th Street and Gray Road and 126th St RAB �QRo�c CHANGE ORDER #10 Foreseen and unforeseen Carmel Water Utility changes due to field conditions. Contract Price prior to this Change Order $3,329,780.78 --------------------------------------------------------------------------------- Contract Price will be increased by this Change Order $71,330.10 -------------------------------------------------------------------------------------------- New Contract Price including this Change Order $3,401,110.88 Amount Adjusted Contract Price Cumulative % Change from Original Contract Original Contract $3,205,200.00 $3,205,200.00 N/A CO1 $87,364.65 $3,292,564.65 2.73% CO2 $14,870.68 $3,307,435.33 3.19% CO3 <$1,235.00> $3,306,200.33 3.06% C04 $3,865.00 $3,310,065.83 3.17% C05 $7,710.42 $3,317,776.25 3.39% C06 $10,346.71 $3,328,122.96 3.69% C07 $6,810.30 $3,334,933.26 3.89% C08 <$4,100.00> $3,330,833.26 3.77% C09 <$1,052.48> $3,329,780.78 3.74% C010 1 $71,330.10 $3,401,110.88 5.76% CITY OF CARMEL TO: Rieth Riley Construction Co. CONTRACT CHANGE ORDER NO.: 10 1751 W. Minnesota St. DATE: October 16, 2017 Indianapolis, IN 46221 PROJECT NAME: 126"' St and Gray Road Roundabout 136`h St and Grav Road Roundabout GM Rd Culvert Replacement, Culvert 165 CITY P.O. NO.: 100148 and 100149 CITY P.O. DATE: March 1, 2017 I. You are directed to make the following changes in this Contract: For Project 16 -ENG -16, 126`J' and Gray Rd Roundabout, PO #100149. See attached for Descriptions ITEM UNIT QUANTITY PRICE AMOUNT {+) / (-) DAYS #128, 12" DI Water Main Lowering EACH 2.0 $11,500.00 $23,000.00 0 #132 Remove, Replace, Adjust Fire Hydrant to Grade EACH 1.0 $5,500.00 $5,500.00 0 #142E Unforeseen 10" Water Main Field Locating and Engineering LSUM 1.0 $12,198.47 $12,198.47 0 #143E 10" DI Water Main Relocation LFT 57.5 $371.42 $21,356.65 0 #144E I" Irrigation Tap LSUM 1.0 $9,274.98 $9,274.98 0 II. The following referenced documents further describe the changes outlined in Paragraph I. and are to be considered a part of this Change Order: R.F.P.: N/A W.D.C.: N/A The changes result in the following adjustment of Contract Price and Contract Time: Contract Sum prior to this Change Order $3,329,780.78 Contract Sum will be increased/deefeased by this Change Order $71.330.10 New Contract Sum including this Change Order $3,401.110.88 Contract Time Prior to this Change Order 5/20/2017 Substantial Completion Date Days 6/20/2017 Final Completion Date Days Net increased/decreased resulting from this Change Order 0 Days Current Contract Time including this Change Order 5/20/2017 Substantial Completion Date Days 6/20/2017 Final Completion Date Days This Change Order is for full and final settlement of all direct, indirect, impact costs and time extension incurred at any time resulting, from the perforniance of the changed work. The Above Changes Are Recommended: DLZ Indiana, LLC, Engineer 157 E. Maryland St. Indianapolis, IN 46204 Phone Date The Above Changes Are Accepted: Rieth-Riley Construction Company, Inc 1751 W. Minnesota St. Indianapolis, IN 46221 Date l i� Approved: -N�fl'�5e� J e Brainar ,Mayo OL Mary An/ Bur*, Member Member Jei y kaslulKan, PE, City Engineer ATTEST: stine S. Pauley, Clerk Treasurer Date: 16 -ENG -16, 126th And Grey Road, Chanl4e Order #10 Description of Changes Item #128, 12" DI Water Main Lowering — At Structures #120 and #116, it was discovered that 12" water main was in conflict with the planned storm sewer construction. At STR #116, there was no conflict identified on the plans. At STR #120, it was thought that a lowering could be avoided so that lowering was deleted on Change Order #8. It is now necessary to lower at this location. Item #132, Remove, Replace and Adjust Fire Hydrant to Grade - At the request of Carmel Water Utility (CWU), a new fire hydrant was installed at STA 20+90, 30' LT. Item #142E, Unforeseen 10" Water Main Field Locating and Engineering - CWU believed that a 10" DI water main was running north to south on Gray Road but had no information as to is location or even if it existed. During storm sewer construction, it was found. It was also necessary to determine if this main conflicted with other storm sewer structures in its path. CWU was not able to do this investigation and subsequent engineering for conflicts on its own so Rieth Riley was called upon to do this work and discovered other conflicts which need to be resolved. Item #143E, 10" DI Water Main Relocation — This is the item for the 10" water main identified earlier in Item #142E. 57.5 LFT was necessary to be relocated to complete storm sewer construction. Item #144E, 1" Irrigation Tap — At the direction of City of Carmel Engineering, a tap to the existing 12" water main is required for future irrigation of the circle. PROJECT NO: 16 -ENG -16,16 -ENG -54.16 -SW -107 CONTRACTOR: Rielh Riley Construction Co. INSPECTION CONSULTANT. DLZ Indiana BID AMOUNT. BID DATE. $3,206,200.00 02/01/17 CONTRACT FORESEEN TOTAL TOTAL RUNNING DESCRIPTION OF DATE NEW % OF CHANCE % OF CHANCE CHANGE ORDER OR FORESEEN UNFORESEEN TOTAL OF CHANGE ORDER BOARD CONTRACT ORDER ORDER NUMBER UNFORESEEN AMOUNT AMOUNT CHANGE ORDERS APPROVED AMOUNT FORESEEN UNFORESEEN Owner directed changes at 001 FORESEEN $87,364.65 $87,364.65 Get_N_Go, Project 16 -SW- 05/17/17 $3,292,564.65 2.73% 107, PO# 100149 Replace 10" watermain 2 UNFORESEEN $14,870.68 $102,235.33 relocation items with 12" $3,307,435.33 0,46% items, Project 16 -ENG -54, POM 100148 Replace 3" steel galvanized 3 FORESEEN <$1,235.00> $101,000.33 pipe for electrical with 2" $3,306,200.33 2.60% steel galvanized pipe. 4 UNFORESEEN $3,865.50 $104,86583 Compensation for Undercut $3,310,065.83 0.57% Areas 5 UNFORESEEN $7,710.42 $112,576.25 Carmel Water Utility Field $3,317,776.25 0.79% Conditions and Additions 6 UNFORESEEN $10,346.71 $122,922.96 Emergenry Field Repair of $3,328,122.96 1.09°.6 8" Sanity Sewer Change Subgrade Treatment 7 UNFORESEEN $6,810.30 $129,733.26 from Lime to Cement, Project $3,334,933.26 1.29% 16 -ENG -54 Replace Team Inserta 8 UNFORESEEN <$4,100.00> $125,633.26 Valves with EZ Valves $3,330,833.26 1.17% Project 16 -ENG -16 Additional Nursery Sodding, 9 FORESEEN 41,052.48> $124,580.78 additional sod preparation, $3,329.780.78 2.57% Wildflower planting and final quantity adjustments Various unforeseen water 10 BOTH $14,774.98 $56,555.12 $195,910.88 main issues and addition of $3,401,110.88 2.94% 2.82% Fire Hydrant and Irrigation Tap. $99,852.15 $95,058.73 $195,910.88 $3,4U1,11UAW Z.J/% Z.8Z-A Original Bid Amount $3,205,200.00 Total Change Order(s) Amount $195,910.88 Total Foreseen Change Orders $96,058.73 Total Unforeseen Change Orders $99,852.15 Total % Change Orders vs. Bid Amt. 5.76 IETHj October 12, 2017 ILEY CONSTRUCT/ON CO., INC. 100% Quality - 100% Employee Owned • Over 100 Years Mike Smith SENT VIA ELECTRONIC MAIL ONLY: D LZ Construction Observer Manager m1smith6Ddlz.com 157 E. Maryland Street Indianapolis, IN 46204 RE: Gray Road at 126`h Street RAB: City of Carmel Project No. 16 -ENG -16 Rieth-Riley Project No. 3200696 Dear Mr. Smith, Below is a summary of the Time and Material efforts involved investigating the additional discovered waterline that was not located or shown on drawings. The result of this investigation was the addition of the 10" relocation item to the project. Date Description Total Locating the unmarked watermain with the entire crew after discovering additional unmarked water line while attempting to install inlets. One one line was located and shown on the plans and a second was discovered directly adjacent. This effort resulted in the 9/23/2017 9/25/2017 I addtion of the 10" water main relocation. Continued digging on 10" watermain to determine relocation limits and route $8,826.08 $3,372.39 Total $12,198.47 The total contract value adjustment amount requested for this work is $12,198.47 Please call with any questions. Thanks Lucas S. Clark Project Manager RIETH-RILEY CONSTRUCTION CO., INC. cc: Gary Davis 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: 9/23/17 Work Performed: CONTRACT: 3200695 PROJECT: 126 st @ Gray Road FORCE ACCOUNT/EXTRA WORK FOR. Down time and locating unmarked watermain with the entire crew. Located water at each inlet on the east side fo the north leg. Only one water main was shown on plans and located This was potholed in initial RR Investigation. At time of inlet install a main was encoutered just offset of the one located. Spent day figuring out what is what. LABOR 109.05 (b)(1) 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 Dewey Rambo 8.50 8.50 $34.05 $434.14 Dave Morrow 8.00 8.00 $22.62 $271.44 Cory Alexander 6.50 6.50 $22.62 $220.55 Steven Ben 8.00 8.00 $34.05 $408.60 Paul White 8.00 8.00 $34.05 $408.60 OPERATOR OILER (103) 0.00 0.00 $30.51 $0.00 OA TECH 0.00 0.00 $23.62 $0.00 SUPERINTENDENT/PROJECT MANAGER 4.00 4.00 $43.10 $258.60 TEAMSTER - Danna Collins 0.00 0.00 $27.91 $0.00 FRINGES TOTALLABOR FICA 7.50 % x LINE (2) $2,001.92 (2) $150.14 (3) EMPLOYEE 1 HOURS $94.09 (5) 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 Dewey Rambo 8.50 x $17.76 = $150.96 Dave Morrow 8.00 x $13.96 = $111.68 Cory Alexander 6.50 x $13.96 = $90.74 Steven Ben 8.00 x $17.76 = $142.08 Paul White 8.00 x $17.76 = $142.08 OPERATOR OILER (103) 0.00 X $17.76 = $0.00 QA TECH 0.00 x $13.961 $0.00 SUPERINTENDENT/PROJECT MAN'A 4.00 X $10.95 = $43.80 TEAMSTER - Danna Collins 0.00 x $14.911 $0.00 TOTAL FRINGES $681.34 (4) WORKERS COMPENSATION 4.70 °/ X LINE (2) $94.09 (5) BODILY INJURY / PROPERTY DAMAGE INSURANCE 0.00 % X LINE (2) $0.00 (6) STATE UNEMPLOYMENT 3.85 % X LINE (2) $77,07 (7) FEDERAL UNEMPLOYMENT 0.40 % X LINE (2) $8.01 (8) TRAVEL ALLOWANCE OR SUBSISTENCE (NOTE #3) $0.00 (9) TOTAL LINES 2, 3, 4, 5, 6, 7, 8 & 9 $3,012.58 (10) 20 %x LINE (10) $602.52 (11) GRAND TOTAL LABOR LINES (10) + (11) $3,615.09 (12) Page 1 of 2 MATERIAL 109. 05 (b)(3) Purchased or Manufactured Description Quantity Unit Unit Price Extensoon P S S S 5 S 5 S $ 5 S S MATERIALS PURCHASED MATERIALS MANUFACTURED TOTAL: LINE (18)-(19) 12 % x LINE (20) GRAND TOTAL FOR MATERIALS: LINE (20) + (21) EQUIPMENT 109.05 (b)(4) $0.00 (18) $0.00 (19) $0.00 (20) $0.00 (21) $0.00 (22) Equipment # CONTRACTOR OWNED EQUIPMENT FHWA HOURLY RATE HOURS EXTENSION 11052 320 Excavator S101.13 8.00 $809.04 11118 938 Loader S69.49 8.00 $555.92 11564 314 Truck 513.50 8.50 $114.75 Badger Truck 1202 5.51 -IRS @ 225/HR $1,237.50 $0.00 $100.00 S0.00 $0.00 $0.00 $0.00 $0.00 Trucking • St aght Time $0.00 $0.00, Trucking • Over Time S0.00 $0.00 Trucking - Douce Time 50.00 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) $1,479.71 (23) $0.00 (24) $0.00 (25) $1,479.71 (26) $177.57 (27) $1,657.28 (28) DESCRIPTION AMOUNT Badger Truck 719 2HRS @ 225/HR S450.00 Badger Truck 719 - Beaver Dump site 1 Load at $116/EA $116.00 Badger Truck 719 Water 1 $10EA $10.00 Badger Truck 899 5 HRS @ $225/HR $1,125.00 Badger Truck 899 - Disposal Water & load IEA & $100 $100.00 Badger Truck 1202 5.51 -IRS @ 225/HR $1,237.50 Badger Truck 1202 Disposal Water and Load IEA @ S100 $100.00 TOTAL SUBCONTRACT WEEK ENDING $3,138.50 (29) 10 % x LINE (30) $3,000.00 OR LESS $300.00 (31) 7 %x LINE (30) OVER S3,000.00 $9.70 (32) GRAND TOTAL FOR SUBCONTRACTORS: LINES (30) + (31) + (32) $3,448.20 (33) TOTAL OF WORK COMPLETED FOR THE WEEK TOTAL LINES (12), (17), (22), (28) & (33) $8,720.56 (34) 1.1 -% OF BOND RATE BASED UPON LINE (34) $95.93 (35) 10%xLI14E(35) $9.59 ('dBW TOTAL EXTRA WORK LINES: (34) + (35) + (36) $8,826.08 (37)? Page 2 of 2 "'�� RIETH-RILEY CONSTRUCTION EXTRA WORK AGREEMENT ATE: 9/25/17 Work Performed: CONTRACT: 3200695 PROJECT: 126 st @ Gray Road FORCE ACCOUNT/EXTRA WORK FOR: Dug up 10"water main to see what we needed to relocate it. Down for an hour trying to figure out if electric is hot or not. Badger locating the "T' at the main on the east le g. LABOR 109.05 (b)(1) 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 Dewey Rambo 4.00 4.00 $34.05 $136.20 Dave Morrow 4.00 4.00 $22.62 $90.48 Tim Nunnley 4.00 4.00 $22.62 $90.48 Steve Bell 4.00 4.00 $34.05 $136.20 Paul white 4.00 4.00 $34.05 $136.20 OPERATOR OILER (103) 0.00 0.00 $30.51 $0.00 QA TECH 0.00 0.00 $23.62 $0.00 SUPER INTENDENT/PROJECT MANAGER 0.00 0.00 $43.10 $0.00 TEAMSTER - Danna Collins 0.00 0.00 $27.91 $0.00 FRINGES TOTAL LABOR $589.56 (2) FICA 7.50 % x LINE (2) $44.22 (3) EMPLOYEE HOURS $27,71 (5) 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 Dewey Rambo 4.00 x $17.76 = $71.04 Dave Morrow 4.00 x $13.96 - $55.84 Tim Nunnley 4.00 x $13.96 = $55.84 Steve Bell 4.00 X $17.76 = $71.04 Paul White 4.00 x $17.76 = $71.04 OPERATOR OILER (103) 0.00 x $17.76 = $0.00 QA TECH 0.00 x $13.96 = $0.00 SUPERINTENDENT/PROJECT MANA 0.00 X $10.95 = $0.00 TEAMSTER - Danna Collins 0.00 X $14.91 = $0.00 TOTAL FRINGES $324.80 (4) WORKERS COMPENSATION 4.70 % X LINE (2) $27,71 (5) BODILY INJURY / PROPERTY DAMAGE INSURANCE 0.00 % X LINE (2) $0.00 (6) STATE LNEMPLOYMENT 3.85 o/. X LINE (2) $22,70 (7) FEDERAL UNEMPLOYMENT 0.40 % X LINE (2) $2.36 (8) TRAVEL ALLOWANCE OR SUBSISTENCE (NOTE #3) $0.00 (9) TOTAL LINES 2. 3, 4, 5, 6, 7, 8 & 9 $1,011.34 (1 o) 20 % x LINE (10) $202.27 (11) GRAND TOTAL LABOR LINES (10) + (11) $1,213.61 (12) Page 1 of 2 MATERIAL 109.05 (b)(3) Purchased or Manufactured Description Quantity Unit Unit Price Extenstion P S S s S S 5 S S 5 5 S MATERIALS PURCHASED MATERIALS MANUFACTURED TOTAL' LINE (18)+(19) 12 % x LINE (20) GRAND TOTAL FOR MATERIALS. LINE (20) + (21) EQUIPMENT 109.05 (b)(4) $0.00 (18) $0.00 (19) $0.00 (20) $0.00 (21) $0.00 (22) Equipment # CONTRACTOR OWNED EQUIPMENT FHWA HOURLY RATE HOURS EXTENSION 11052 320 Excavator $101 13 4.00 $404.52 11118 938 Loader 569.49 4.00 $277.96 11564 314 Truk $13.50 4.00 $54.00 12 % x LINE (26) $88.38 $0.00 GRAND TOTAL FOR EQUIPMENT: LINES (26) + (27) 5824.86 $0.00 $0.00 SO.00 50.00 SO.00 Trucking • Stnaght Time $0.00 50.00 Tnx k ng • Qver Time 50.00 $0.00 Trucking - Double Time S0 00 TOTAL EQUIPMENT $736.48 (23) TOTALTRUCKING $0.00 (24) FUEL, LUBRICANTS AND TRANSPORTATION COSTS $0.00 (25) TOTAL LINES (23) + (24) + (25) $736.48 (26) 12 % x LINE (26) $88.38 (27) GRAND TOTAL FOR EQUIPMENT: LINES (26) + (27) 5824.86 (28) SUBCONTRACTORS 109.05 (b)(0) TOTAL SUBCONTRACT WEEK ENDING $1,176.00 (29) 10 %x LINE (30) 53,000.00 OR LESS $117.60 (31) 7 %x LINE (30) OVER S3.000.00 $0.00 (32) GRAND TOTAL FOR SUBCONTRACTORS! LINES (30)+(31)+(32) S1,293.60 (33) TOTAL OF WORK COMPLETED FOR THE WEEK TOTAL LINES (12), (17), (22), (28) 8 (33) $3,332.07 (34) 1.1 % BOND RATE BASED UPON LINE (34) $36.65 (35) 10%xLINE (35) $3.6 " TOTAL EXTRA WORK LINES: (34) + (35) + (38) $3,372.39 (37) Page 2 of 2 1ETHj September 27, 2017 LEY CCO. INC. 100% Quality • 100% Employee Owned • Over 100 Years Mike Smith SENT VIA ELECTRONIC MAIL ONLY: DLZ Construction Observer Manager mismith@dlz.com 157 E. Maryland Street Indianapolis, IN 46204 RE: Gray Road at 12611 Street RAB: City of Carmel Project No. 16 -ENG -16 Rieth-Riley Project No. 3200645 Dear Mr. Smith, See new proposed pay item pricing based to perform approximately 100 feet of 10 inch watermain relocation per Carmel Standards. We would propose adding 1 additional unit under pay item 132 to cover the additional hydrant being added. Item Description Quantity Unit Unit Price Extension EWA-1 10" Water Main Relocatoin 100.00 LFT $371.42 $37,142.00 132 Remove,Replace & Adjust Hydrant to Grade 1.00 EA $5,500.00 $5,500.00 Total $421642.00 0 The total contract adjustment requested for this addition work is $42,642.00 Please call with any questions. 160,6 2F— 1!S %i�tr stiPr.j &ult>v7, 71%,, Thanks 61,S U2 S ACiu/fMe P14C-4>. Lucas S. Clark Project Manager RIETH-RILEY CONSTRUCTION CO., INC. cc: Gary Davis John Tuddy P.O. Box 276 • 1751 W Minnesota St. • Indianapolis, 1N 46206 Phone: (317) 634-5561 • www.rieth-riley.com 1ETHj October 12, 2017 LEY CoNsmucvoN Co., INC. 100% Quality • 100% Employee Owned - Over 100 Years Mike Smith SENT VIA ELECTRONIC MAIL ONLY: DLZ Construction Observer Manager mismith@dlz.com 157 E. Maryland Street Indianapolis, IN 46204 RE: Gray Road at 1261'' Street RAB: City of Carmel Project No. 16 -ENG -16 Rieth-Riley Project No. 3200695 Dear Mr. Smith, Per your request, Rieth-Riley Construction Co., Inc. has reviewed the current site conditions and consulted with Carmel Water Utility to determine the requirements to add a 1" irrigation tap to the above referenced project. The tap will take place in the 12" line located in the road that is approximately 8.5' deep. The contract adjustment requested for this addition work is $9,274.98. - re— n./ // /,!Vg Please call with any questions. Thanks Lucas S. Clark Project Manager RIETH-RILEY CONSTRUCTION CO., INC. cc: Gary Davis John Tuddy P.O. Box 276 - 1751 W Minnesota St. - Indianapolis. 1N 46206 Phone: (317) 634-5561 • www.rieth-riley.com RIETH-RILEY CONSTRUCTION EXTRA WORK AGREEMENT UAI E: Work Performed: CONTRACT: PROJECT: FORCE ACCOUNTIEXTRA WORK FOR: LABOR 109.05 (b)(1) EMPLOYEE Regular OvertimevV Doukletime 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 $25.72 $0.00 FOREMAN 8.00 8.00 $35.05 $280.40 LABORER 16.00 16.00 $24.72 $395.52 MECHANIC 0.00 0.00 $35.05 $0,00 OPERATOR (103) 16.00 16.00 $34.05 $544.80 OPERATOR (641) 0.00 0.00 $32.55 $0.00 OPERATOR OILER (103) 0.00 1 0.00 $29.91 $0.00 QA TECH 0.00 0.00 $24.72 $0.00 SUPERINTENDENT/PROJECT MANAGER 0.00 0.00 $44.05 $0.00 TEAMSTER 0.00 0.00 $28.41 $0.00 FRINGES TOTAL LABOR $1,220.72 (2) FICA 7.50 % x LINE (2) $91.55 (3) EMPLOYEE HOURS $69.83 (5) RATE EXTENSION CARPENTER 0.00 X $21.25 = $0.00 CARPENTER FOREMAN 0.00 X $21,25 - $0.00 COMBINATION 0.00 x $14.91 = $0.00 FINISHER 0.00 x $13.96 = $0.00 FOREMAN 8.00 x $17.66 = $141.28 LABORER 16.00 x $13.96 = $223.36 MECHANIC 0.00 x $17.66 = $0.00 OPERATOR (103) 16.00 x $17.66 - $282.56 OPERATOR (841) 0.00 X $20.51 = $0.00 OPERATOR OILER (103) 1 0.00 1 x 1 $17.66 = $0.00 QA TECH 1 0.00 x $13.96 = $0.00 SUPERINTENDENT/PROJECT MA 0.00 x $17.661 $0.00 TEAMSTER 0.00 x $14.91 = $0.00 TOTAL FRINGES $647.20 (4) WORKERS COMPENSATION 5.72 % X LINE (2) $69.83 (5) BODILY INJURY / PROPERTY DAMAGE INSURANCE 5.80 % X LINE (2) $70.80 (6) STATE UNEMPLOYMENT 3.85 % X LINE (2) $47.00 (7) FEDERAL UNEMPLOYMENT 0.40 % X LINE (2) $4.88 (8) TRAVEL ALLOWANCE OR SUBSISTENCE (NOTE #3) $0.00 (9) TOTAL LINES 2, 3, 4, 5, 6, 7. 8 & 9 $2,151.98 (10) 20 % x LINE (10) $430.40 (11) GRAND TOTAL LABOR LINES (10) + (11) $2,582.38 (12) Page 1 of 2 MATERIAL 109.05 (b)(3) Pu r sea or Manufactured Description Quantity Unit Unit Pace ExtensGon P Flowable FII 30.00 cy S 75.00 S 2.250 00 P Meter Pit Parts and Pieces 1.00 LS $ 2,000.00 S 2.000.00 S S S S S s 3 S MATERIALS PURCHASED MATERIALS MANUFACTURED TOTAL: LINE (18) + (19) 12 % x LINE (20) GRAND TOTAL FOR MATERIALS: LINE (20) + (21) EQUIPMENT 109.05 (b)(4) $4,250.00 (18) $0.00 (19) $4,250.00 (20) $510.00 (21) $4,760.00 (22) Equipment # CONTRACTOR OWNED EQUIPMENT FHWA HOURLY RATE HOURS EXTENSION 320 $100.00 8.00 $800.00 938 56500 8.00 $520.00 Truck $20.00 8.00 $160.00 12 % x LINE (26) S0.00 $0.00 GRAND TOTAL FOR EQUIPMENT: LINES (26) + (27) $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Tnx kmg - Str aght Time 50.00 0.00 Trucking - Dver rime Trucking -Double Time $0.00 50.00 $0.00 TOTAL EQUIPMENT $1,480.00 (23) TOTAL TRUCKING $0.00 (24) FUEL. LUBRICANTS AND TRANSPORTATION COSTS $0.00 (25) TOTAL LINES (23) + (24) + (25) $1,480.00 (26) 12 % x LINE (26) $177.60 (27) GRAND TOTAL FOR EQUIPMENT: LINES (26) + (27) $1,657.60 (28) SUBCONTRACTORS 109.05 (b)(6) TOTAL SUBCONTRACT WEEK ENDING $250.00 (29) 10 % x LINE (30) $3,000.00 OR LESS $25.00 (31) 7 % x LINE (30) OVER S3.000.00 .00 $0$0.00 (32) GRAND TOTAL FOR SUBCONTRACTORS: LINES (30) + (31) + (32) $2 (33) TOTAL OF WORK COMPLETED FOR THE WEEK TOTAL LINES (12), (17), (22;, (28) 8,(33) $9.274.98 (34) 0 % OF BOND RATE BASED UPON LINE (34) $0.00 (35) 10 % x LINE (35) $0.00 (36) TOTAL EXTRA WORK LINES: (34) + (35) + (36) $9,274.98 (37) Page 2 of 2 Mike L. Smith From: Mike L. Smith Sent: Friday, September 29, 2017 3:33 PM To: jkashman@carmel.in.gov Cc: dbye@crossroadengineers.com; Faisal Saleem, PE; jross@structurepoint.com Subject: Water Main Conflicts Follow Up Flag: Follow up Flag Status: Flagged Jeremy, we've encountered 2 areas where our planned storm sewer (STR #120 and STR #116) will conflict with a 12" water main. This is in an area where there were no lowerings for conflict identified or planned for. There is no way we can go above or below and maintain flow. We'll have to lower both sections. In order to keep momentum, can we plan to begin the lowerings tomorrow? We have a line item for 12" lowerings and the material on site (although after it was determined we didn't have to lower 2, I deleted them to negate newer items). Carmel water says to lower tomorrow, RR will have to pay their personnel present on the project their overtime. Plus, RR will have personnel on OT as well. It looks like 1 day of work for each lowering. So tomorrow and Monday, and we should be done. Sent from my iPhone 1