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Rieth-Riley Construction/Eng/CO #1/131,442.32/ 116th and Towne Road RAB Project – Project #16-ENG-53
City of Carmel Project 16 -ENG -53 116th Street and Towne Road RAB CHANGE ORDER #1 Extra work and revisions to existing contract items for the proposed roundabout. Contract Price -prior-to-this Change Order $1,099,625.56 Contract Price will be increased/decreased by this Change Order $131,442.32 New Contract Price including this Change Order $1,231,067.88 Amount Adjusted Contract Price Cumulative % Change from Original Contract Original Contract $1,099,625.56 N/A N/A CO1 $131,442.32 $1,231,067.88 12% CITY OF CARMELg TO: Chris Ogg CONTRACT CHANGE ORDER NO.: 1 a DATE: 10-10-17 PROJECT NAME: 16 -ENG -53 116`h St & Towne Rd RAB CITY REQ. NO.: CITY PO NO.: 100178 CITY PO DATE: 2/16/17 You are directed to make the following changes in this Contract: a. Add K-1.0, K-10 Modified, B-15, B-15 Modified, and C-15 Modified Catch Basins to replace J-10, M-10, M-10 Modified, B-15, B-15 Modified, and C-15 Modified Inlets. b. Add updated street signs that match Carmel Standards c. Add pay items for updated oil/water/debris separation hoods for storm structures d. Add timber guardrail, timber guardrail end section, and MOT pay items the contract for installation at Guilford Rd south of Carmel Dr. e. Revise Subgrade Treatment, Type IB price due to switch from lime stabilization to cement stabilization f. Add Rectangular Rapid Flashing Beacons to the crosswalks on the project ITEM Catch Basin, K-10 Catch Basin, K-10 Modified Catch Basin, B-15 Modified Catch Basin, B-15 Catch Basin, C-15 Modified Street Signs, Carmel Standards Timber Guardrail Timber Guardrail End Section MOT for Timber Guardrail *Subgrade Treatment, Type IB Rectangular Rapid Flashing Beacon Rect. Rapid Flashing Beacon MOT Snout Oil -Debris Hood SCHEDULED ADJUSTMENT AMOUNT (+) OR (-) DAYS $3,346.00/EA ($13,384.00) N/A $3,720.00/EA ($11,160.00) N/A $3026.16/EACH ($3026.16) N/A $3026.16/EACH ($3026.16) N/A $3081.87/EACH ($6,163.74) N/A $2585.15/EACH ($10,340.60) N/A $192.50/LFT ($21,175.00) N/A $4,075.75/EACH ($4,075.75) N/A $1,763.80/LS N/A +$1.02/SY ($7,167.54) N/A $7,915.88/EACH ($63,327.04) 100 $9,190.21 /LS N/A $191.88/EACH ($2,110.68) N/A *Subgrade Treatment, Type IB is already in the contract. The listed price is a revised price due to increase in material costs from switching from Lime to Cement Stabilization. Il. 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.: W.D.C. No.: Other: Change Order 1 The changes result in the following adjustment of Contract .Price and Contract Time: Contract Price prior to this Change Order $ 1,099,625.56 Contract Price will be increased/decreased by this Change Order $ 131,442.32 New Contract Price including this Change Order $ 1,231,067.88 Contract Time Prior to this Change Order Days 10/15/17 Completion Date Net increased/decreased resulting from this Change Order 100 Days Current Contract Time including this Change Order Days 1/18/18 Completion Date 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 Jason M. Buck ENGINEER 8900 Keystone Crossing Address Suite 900 Indianapolis. IN 46240 City/State/Zip By: Jason Buck Phone: 574-210-2471 The Above Changes Are Approved: Treasurer ClarloDietz Description: Change Order: Status: Type: Summary: Clark Dietz, Inc. Change Order Details 16 -ENG -53 116th Street and Towne Road Roundabout Date Created: 08/14/2017 Draft Date Approved: Changed Conditions Revisions and Additional Items to 16 -ENG -53 Change Order Description: This change order includes revisions to existing items and additional items that need to be incorporated into the contract. The first of the items in this change order were part of the addendum #1 construction change. This included changing inlets in the original plans to catch basins at request of Hamilton County due to include additional BMP's for the SWPPP. 11 inlets were changed to catch basins. Inlets changed were Structures 14, 16, 18, 19, 19A, 21, 22, 24, 25, 26, and 30. The details on types of catch basins are attached. Total cost for the new catch basins as well as the deducts of the original inlets totals +$12,157.18 The next items in this change order are for updated street signs. The original street signs for '106th Street' and 'Towne Road' were per the MUTCD instead of the Carmel standard drawings. The cost is to update four signs and posts to Standard Drawing 10-11A and 10-11B. The cost of the signs will be $2585.15 EA. The four signs will be installed for a total of $10,340.60. Carmel recently updated their standards for the oil/water/debris separation hoods. The updated hood price is included in this change order. A credit was given for the installation of the original hoods specified in the contract. The new item includes installation per storm structure. There are 11 total structures that require the new separation hoods. The price of the original hoods were included in the cost of the new storm structures. The price for the new hoods will be a separate pay item for a total of $198.88 EACH. 11 new separation hoods will total $2,110.68. The City of Carmel requested additional Timber Guardrail be added to this project. The guardrail is to be placed along Guilford Road south of Carmel Drive. Included in this set of items is 110 LFT of timber guardrail, a timber guardrail end section, and an MOT charge for flaggers and construction signs. The additional guardrail has a unit price of $192.50 totaling $21,175.00. The increase in price from the original contract is due to grading that will be required for installation. The end section has a unit price of $4,075.75. The MOT price is a lump sum cost of $1,764.80. This includes all the construction signs and flaggers needed to protect the crew. The total for the additional guardrail installation will be $27,014.55. The next item in this change order is a revision to the existing item No. 15. The Carmel specifications for this job state lime stabilization is to be utilized. The contract was bid to use 5% lime for subgrade treatment. The contractor submitted a sample to Alt & Witzig Engineering for a soil -chemical modification study. The results of this test yielded use of cement stabilization rather than the Change Order Details: 16 -ENG -53 Page 1 of 3 10/10/2017 specified lime stabilization. The switch in stabilizing material increased the unit price of Subgrade Treatment, Type IB by $1.02/SY. This cost increase was pulled from change order 1 submitted for 16 -ENG -39. The unit price increased from $6.51/SY to $7.53/SY The overall increase to the contract will be $7,167.54. The final items on this change order are for adding Rectangular Rapid Flashing Beacons throughout the project. The added design documents call for adding 8 flashing beacons to the crosswalk areas. Correspondence between the designer and City of Carmel confirmed adding these items to the contract. A unit price for the 8 flashing beacons is $7,915.88 EACH totaling $63,327.04. There will also be an MOT charge to complete the work outside of the intersection closure. This is a lump sum price totaling $9,190.21. Total for the installation of the flashing beacons is $72,517.25. These items will require additional time on the contract due to lead time on the materials. Contractor has asked for an additional 100 days to complete the work. The days include lead time for materials (56 days), time to complete the work (14 days), and time to complete change order process (30 Days). The total amount for this Change Order is $131,442.32. This includes all of the additional items as well as the deducts of the original contract items. Awarded Project Amount: $1,099,625.56 Authorized Project Amount: $1,099,625.56 Change Order Amount: $131,442.32 Revised Project Amount: $1,231,067.88 Increases/Decreases Line Number Item Unit Unit Price Current Change Revised Quantity Amount Quantity Amount Quantity Amount Section: 1 - Default Section 0130 15 SYS $6.510 7,027.00 $45,745.77 -7,027.00 -$45,745.77 0.00 SUBGRADE TREATMENT, TYPE IB Reason: Test results yielded 4% Cement Stabilization 0550 69 EACH $2,074.000 5.00 $10,370.00 -4.00 -$8,296.00 INLET, j10 Reason: Change due to SWPPP Revisions 0560 70 EACH $2,291.000 1.00 $2,291.00 -1.00 -$2,291.00 INLET, M10 Reason: Change due to SWPPP Revisions 0580 72 EACH $2,156.480 3.00 $6,469.44 -2.00 -$4,312.96 INLET, M10 MODIFIED Reason: Change due to SWPPP Revisions 0620 80 EACH $2,366.800 2.00 $4,733.60 -1.00 -$2,366.80 INLET, B15 MODIFIED Reason: Change due to SWPPP Revisions 0630 81 EACH $2,417.400 3.00 $7,252.20 -2.00 -$4,834.80 INLET, C15 MODIFIED Reason: Change due to SWPPP Revisions $0.00 1.00 $2,074.00 0.00 $0.00 1.00 $2,156.48 1.00 $2,366.80 1.00 $2,417.40 Change Order Details: 16 -ENG -53 Page 2 of 3 10/10/2017 Line'Number ' Item U Unit Unit Price Current Change Revised Quantity Amount Quantity Amount Quantity Amount 0640 84 EACH $2,366.800 3.00 $7,100.40 -1.00 -$2,366.80 2.00 $4,733.60 INLET, B15 Reason: Change due to SWPPP Revisions (7 Items) Totals $83,962.41 -$70,214.13 $13,748.28 New Items Line Number Item Unit Proposed Quantity Unit Price Dollar Amount Section: 1 - Default Section 1090 0074 EACH 4.00 $3,346.000 $13,384.00 Catch Basin, K-10 1100 0075 EACH 3.00 $3,720.000 $11,160.00 Catch Basin K-10, Modified 1110 0142 EACH 1.00 $3,026.160 $3,026.16 Catch Basin, B-15, Modified 1120 0143 EACH 1.00 $3,026.160 $3,026.16 Catch Basin, B-15 1130 0144 EACH 2.00 $3,081.870 $6,163.74 Catch Basin, C-15, Modified 1140 0140 EACH 4.00 $2,585.150 $10,340.60 Street Signs - Carmel Standards 1150 0145 LFT 110.00 $192.500 $21,175.00 Timber Guardrail - Guilford Road 1160 0146 EACH 1.00 $4,075.750 $4,075.75 Timber Guardrail End Section - Guilford Road 1170 0147 LS 1.00 $1,763.800 $1,763.80 MOT for Timber Guardrail - Guilford Road 1180 015A SYS 7,027.00 $7.530 $52,913.31 Subgrade Treatment, Type IB - Revised to use 4% cement stabilization 1190 0148 EACH 8.00 $7,915.880 $63,327.04 Rectangular Rapid Flashing Beacon 1200 0149 LS 1.00 $9,190.210 $9,190.21 MOT for Rectangular Rapid Flashing Beacon 1210 0150 EACH 11.00 $191.880 $2,110.68 Snout Oil -Debris Hood (13 Items) Total: +$201,656.45 Change Order Details: 16 -ENG -53 Page 3 of 3 10/10/2017 "10M Empleree Owned. POST OFFICE BOX 276 • INDIANAPOLIS, INDIANA 46206 • WWW.RIETHRR.EY.COM LETTER OF TRANSMITTAL TO: Clark Dietz DATE: 9/19/17 REV #2 8900 Keystone Crossing, Suite 900 Indianapolis, IN 46240 PROJECT: 16 -ENG -53:1161h & Towne Rd. RAB ATTN: Jason M. Buck We Are Sending: Shop Drawings Letter Prints/Plans X Change Order Samples Specifications Other: JOB #: 3200699 Submitted For: X Approval Your Use As Requested Review and Comment Sent Via: Email X Attached Separate Cover Via: Notes/Remarks: Addendum #2,16 -ENG -53 Jason, RE: Catch Basin, Type B-15 & Type C-15. Action Taken: Approved as Submitted Approved as Noted Returned After Loan Resubmit Copies Submit Copies Returned Returned for Corrections Due Date: Rieth-Riley Construction Company, Inc. respectfully submits, for your approval, pricing for Catch Basin, Type B-15 and Catch Basin, Type C-15 for project 16 -ENG -53. The additional pricing is due to plan drawing addendum #2. Concrete structures #24 & #25 to be replaced with the newly priced Modified Catch Basin, Type B-15 — 2 EA. Concrete structures #26 & #30 to be replaced with the newly priced Modified Catch Basin, Type C-15 — 2 EA. Per Addendum #2, structures # 19 & # 22, Inlet J-10 are to be replaced with Catch Basin, Type K-10 and structures #14 & #16, Mod. Inlet M-10, are to be replaced with Modified Catch Basin, Type K-10. It is agreeable that Pay Items #74 Catch Basin, K-10 and #75 Catch Basin, K-10 Modified unit prices, under project 16 -ENG -39, be utilized for payment of new pay items for project 16 -ENG -59. Item Description Quantity Unit Unit Price Extension EWA Catch Basin, Type B-15, Modified STR #24 1 EA $3,026.16 $3,026.16 EWA Catch Basin, Type B-15 STR # 25 1 EA $3,026.16 $3,026.16 EWA Catch Basin, Type C-15, Modified STR #26 & 30 2 EA $3,081.87 $6,163.74 EWA Catch Basin, K-10 STR # 19, 19A, 21 & 22 4 EA $3,346.00 $13,384.00 EWA Catch Basin, K-10 Modified STR # 14,16 & 18 3 EA $3,720.00 $11,160.00 69 Inlet,/ -10 16 -ENG -53 STR # 19, 19A, 21 & 22 -4 EA $2,074.00 -$8,296.00 70 Inlet, M-10 16 -ENG -53 STR #16 & 18 -2 EA $2,291.00 -$4,582.00 72 Inlet, M-10 Modified 16 -ENG -53 STR #14 -1 EA $2,256.48 -$2,156.48 80 Inlet, Type B-15 Modified 16 -ENG -53 STR #24 -1 EA $2,366.80 $2,366.80 81 Inlet, Type C-15 Modified 16 -ENG -53 STR #26 & 30 -2 EA $2,417.40 -$4,834.80 84 Inlet, Type B-15 16 -ENG -53 STR #25 -1 EA $2,366.80 -$2,366.80 TOTAL $12,157.18 1751 W. MINNESOTA • INDIANAPOLIS, INDIANA 46221 • TELEPHONE: (317) 634-5561 • FAX: (317) 631-6423 "/00% GmpL»re Owned- CC: wned- CC: 3200699 - Job File John Tuddy - RR General Superintendent Paul Ruschmeier - RR Superintendent Signed: Michael Co pton - Projf3ct Manager 1751 W. NIINNESOTA • INDIANAPOLIS, INDIANA 46221 • TELEPHONE: (317) 634-5561 • FAX: (317) 631-6=123 ' IXZI6 k}np6,Yer (Arnrd POST OFFICE BOX 276 • INDIANAPOLIS, INDIANA 46206 • WWW.RIETHRMEY.COM Notes/Remarks: Jason, Rieth-Riley Construction Company, Inc, respectfully submits, for your approval, a price to install 4 EA, street signs per Carmel Standards. Item Description Quantity Unit LETTER OF TRANSMITTAL TO: Clark Dietz DATE: 10/9/17 REV #1 8900 Keystone Crossing, Suite 900 Indianapolis, IN 46240 PROJECT: 16 -ENG -53:1161h & Towne Rd. RAB JOB #: 3200699 ATTN: Jason M. Buck RE: Street Signs Per Carmel Standard We Are Sending: Submitted For: Action Taken: Shop Drawings X Approval Approved as Submitted Letter Your Use Approved as Noted Prints/Plans As Requested Returned After Loan X Change Order Review and Comment Resubmit Copies Samples Submit Copies Specifications Sent Via: Email Returned Other: X Attached Returned for Corrections Separate Cover Via: Due Date: Notes/Remarks: Jason, Rieth-Riley Construction Company, Inc, respectfully submits, for your approval, a price to install 4 EA, street signs per Carmel Standards. Item Description Quantity Unit Unit Price Extension EWA Street Signs — Carmel Standards 4 EA $2,585.15 -Sfl�#30 tt? TOTAL CC: 3200698 - Job File John Tuddy - RR General Superintendent Paul Ruschmeier - RR Superintendent Signed: Michael Comp n - Project U16nager 1751 W. MINNESOTA • INDIANAPOLIS. INDIANA 46221 • TELI PHONE: (317) 634-5561 PAX: (317) 631-6423 Asi:RA-4t.r Or Sxliy • INiFWs91T"i - E2rSPOt.tSiriur(IN Coa�si€� r�tic�rr - RIETH-RILEY CONSTRUCTION EXTRA WORK AGREEMENT DATE: 10/9/17 Rev #1 Work Performed: Work not completed to date. CONTRACT: 16 -ENG -53 PROJECT: 116th & Towne Rd. Roundabout FORCE ACCOUNT/EXTRA WORK FOR: Installtion of 4 EA street signs per Carmel standards. 4 EA @ $2,585.15 = $10,340.60 LABOR 109.05 (b)(1) Hr)1 IRC EMPLOYEE Regular Overtime Doubletime TOTAL RATE EXTENSION CARPENTER 0.00 $27.49 $0.00 CARPENTER FOREMAN 0.00 $28.99 $0.00 COMBINATION 0.00 $29.76 $0.00 FINISHER 0.00 $25.72 $0.00 FOREMAN 0.00 $35.05 $0.00 LABORER 0.00 $24.72 $0.00 MECHANIC 0.00 $35.05 $0.00 OPERATOR (103) 0.00 $34.05 $0.00 OPERATOR (841) 0.00 $32.55 $0.00 OPERATOR OILER (103) 0.00 $29.91 $0.00 QA TECH 0.00 $24.72 $0.00 SUPERINTENDENT/PROJECT MANAGER 0.00 $44.05 $0.00 TEAMSTER 0.00 $28.411 $0.00 FRINGES TOTAL LABOR $0.00 (2) FICA °6-1 % x LINE (2) $0.00 (3) EMPLOYEE HOURS 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 0.00 X $17.66 = $0.00 LABORER 0.00 X $13.96 = $0.00 MECHANIC 0.00 X $17.66 = $0.00 OPERATOR (103) 0.00 X $17.66 = $0.00 OPERATOR (841) 0.00 X $20.51 = $0.00 OPERATOR OILER (103) 0.00 x $17.66 = $0.00 QA TECH 0.00 X $13.961 $0.00 SUPERINTENDENT/PROJECT MAN 0.00 1 X $17,661 0.00 TEAMSTER 1 0.00 1 X $14.911 $0.00 TOTAL FRINGES $0.00 (4) WORKERS COMPENSATION % X LINE (2) $0.00 (5) BODILY INJURY / PROPERTY DAMAGE INSURANCE % X LINE (2) $0.00 (6) STATE UNEMPLOYMENT % X LINE (2) $0.00 (7) FEDERAL UNEMPLOYMENT % X LINE (2) $0.00 (8) TRAVEL ALLOWANCE OR SUBSISTENCE (NOTE #3) $0.00 (9) TOTAL LINES 2, 3, 4, 5, 6, 7, 8 & 9 $0.00 (10) 20%xLINE (10) $0.00(11) GRAND TOTAL LABOR LINES (10) + (11) $0.00 (12) Page 1 of 2 MATERIAL 109.05 (b)(3) Purchased or Manufactured Description Quantity Unit Unit Price Extenstion $ $ $0.00 $0.00 $ a 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 TOTAL TRUCKING $0.00 $0.00 FUEL, LUBRICANTS AND TRANSPORTATION COSTS $0.00 $0.00 TOTAL LINES (23) + (24) + (25) $0.00 $0.00 12 %x LINE (26) $0.00 $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 Trucking - Striaght Time $0.00 $0.00 Trucking - Over Time $0.00 $0.00 Trucking - Double Time $0.00 SUBCONTRACTORS 109.05 (b)(6) Inc. 4 EA TOTAL EQUIPMENT $0.00 (23) TOTAL TRUCKING $0.00 (24) FUEL, LUBRICANTS AND TRANSPORTATION COSTS $0.00 (25) TOTAL LINES (23) + (24) + (25) $0.00 (26) 12 %x LINE (26) $0.00 (27) GRAND TOTAL FOR EQUIPMENT: LINES (26) + (27) $0.00 (28) TOTAL SUBCONTRACT WEEK ENDING $9,$80.00 (29) 10 % x LINE (30) $3,000.00 OR LESS $300.00 (31) 7 % x LINE (30) OVER $3,000.00 $460.60 (32) GRAND TOTAL FOR SUBCONTRACTORS: LINES (30) + (31) + (32) $10,340.60 (33) TOTAL OF WORK COMPLETED FOR THE WEEK TOTAL LINES (12), (17), (22), (28) 8 (33) $10,340.60 (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) $10,340.60 (37) Page 2 of 2 Mike Compton From: Charlie Teschendorl' <charlie.sci@sbcglobal.net> Sent: Tuesday, July 25, 2017 8:52 AM To: Mike Compton Subject: 106th and Towne Mike, Chris Wainscott informed me you needed a cost for a change order at 106th and Towne. Please let me know if you have any questions. 2 Signs $2,395.00 Each $4,790.00 total P.S. We are still waiting for a price for the Rectangular Rapid Flashing Beacons (RRFB) on our 116`h St. and Towne Rd from our supplier. Thank you, Charlie Teschendorf President Signal Construction Inc. 5639 West U.S. 40 Greenfield, IN 46140 O 317.894.0120 C 317.698.4267 F 317.894.2121 This e-mail and any attachments thereto, are intended only for use by the addressee(s) named herein and may contain legally privileged and/or confidential information. If you are not the intended recipient of this e-mail (or the person responsible for delivering this document to the intended recipient), you are hereby notified that any dissemination, distribution, printing or copying of this e-mail, and any attachment thereto, is strictly prohibited. If you have received this e-mail in error, please respond to the individual sending the message, and permanently delete the anginal and any copy of any e-mail and printout thereof. This e-mail and any attachments thereto, are intended only for use by the addressee(s) named herein and may contain legally privileged and/or confidential information.. If you are not the intended recipient of this e-mail (or the person responsible for delivering this document to the intended recipient), you are hereby notified that any dissemination, distribution, printing or copying of this e-mail, Mike Compton From: Charlie Teschendorf <charlie. sci@sbcglobal.net> Sent: Thursday, July 27, 2017 8:27 AM To: Mike Compton Subject: Re: 106th and Towne Mike, Towne Rd - $27.26 x 2 = $54.52 106th St - $25.28 x 2 = $50.56 Posts - $53.76 x 8 = $430.08 Anchor - $14.82 x 8 = $118.56 Sleeve - $21.32 x 8 = $170.56 Total = $824.28 Just a heads up it's going to be the same for 116th also. Thank you, Charlie Teschendorf President Signal Construction Inc. 5639 West U.S. 40 Greenfield, IN 46140 O 317.894.0120 C 317.698.4267 F 317.894.2121 From: Mike Compton <mcompton@rieth-riley.com> To: Charlie Teschendorf <charlie.sci cr sbcglobal.net> Sent: Thursday, July 27, 2017 7:53 AM Subject: RE: 106th and Towne "100% Employee Owned - POST OFFICE BOX 276 • INDIANAPOLIS, INDIANA 46206 • WWW.RIETHRILEY.COM LETTER OF TRANSMITTAL TO: Clark Dietz DATE: 10/4/17 8900 Keystone Crossing, Suite 900 Indianapolis, IN 46240 PROJECT: 16 -ENG -53: 116th & Towne Rd. RAB ATTN: Jason M. Buck We Are Sending: Shop Drawings Letter Prints/Plans X Change Order Samples Specifications Other: Notes/Remarks: Jason, JOB #: 3200699 Submitted For: X Approval Your Use As Requested Review and Comment Sent Via: Email X Attached Separate Cover Via: RE: Snout Oil -Based Hoods — REV #1 Action Taken: Approved as Submitted Approved as Noted Returned After Loan Resubmit Copies Submit Copies Returned Returned for Corrections Due Date: Rieth-Riley Construction Company, Inc. respectfully submits, for your approval, a price to install 11 EA, Snout Oil - Debris Hoods at 116'" St. concrete structures. Gradex, Inc. will perform the installation of the hoods. The price provided is the difference between the INDOT Standard Hood and the requested Snout Oil -Debris Hood. It is anticipated that a change order item will be added to the project for the installation price difference only. All unit prices for the concrete structures will remain the same or as submitted by change order request. Gradex, Inc. did provide a credit for the INDOT Standard Hood in their pricing. Please see Gradex's worksheet for additional information. 2 additional calendar days is requested to be added to the 45 -Calendar Day intersection closure at the 116th St. RAB. The revised price is per Gradex, Inc's. actual installation hours allocated toward the hoods. Item Description Quantity Unit Unit Price Extension EWA Snout Oil -Debris Hood 11 EA $191.88 $2,110.68 TOTAL $2,110.68 CC: 3200698 - Job File Signed: John Tuddy - RR General Superintendent Michael Comptorf Project Ma ager 1751 W. MINNESOTA • INDIANAPOLIS, INDIANA 46221 • TELEPHONE: (317) 634-5561 • FAX: (317) 631-6423 RIETH-RILEY CONSTRUCTION EXTRA WORK AGREEMENT DATE: 10/4/2017 REV #1 Work Performed: Work not performed to date. CONTRACT: 16 -ENG -53 PROJECT: 116th Street & Towne Rd. Roundabout FORCE ACCOUNT/EXTRA WORK FOR: Carmel is requesting that Snout Oil -Debris Hoods be installed in catch basins rather then the spec'd INDOT hoods. Gradex has provided a price for the installation difference between the hoods of +$174.44. It is anticipated that an item will be change ordered into the project for the hood installation price difference only. 11 EA @ $191.88/EA LABOR 109.05 (b)(1 Hhl IR C EMPLOYEE Regular Overtime Doubletime TOTAL RATE EXTENSION CARPENTER 0.00 $27.49 $0.00 CARPENTER FOREMAN 0.00 $28.99 $0.00 COMBINATION 0.00 $29.76 $0.00 FINISHER 0.00 $25.72 $0.00 FOREMAN 0.00 $35.05 $0.00 LABORER 0.00 $24.72 $0.00 MECHANIC 0.00 $35.05 $0.00 OPERATOR (103) 0.00 $34.05 $0.00 OPERATOR (841) 0.00 $32.55 $0.00 OPERATOR OILER (103) 0.00 $29.91 $0.00 QA TECH 0.00 $24.72 $0.00 SUPERINTENDENT/PROJECT MANAGER 0.00 $44.05 $0.00 TEAMSTER 0.00 $28.41 $0.00 FRINGES TOTAL LABOR $0.00 (2) FICA no= % x LINE (2) $0.00 (3) EMPLOYEE HOURS $0.00 (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 0.00 X $17.66 = $0.00 LABORER 0.00 X $13.96 = $0.00 MECHANIC 0.00 X $17.66 = $0.00 OPERATOR (103) 0.00 X $17.66 = $0.00 OPERATOR (841) 0.00 X $20.51 = $0.00 OPERATOR OILER (103) 0.00 X $17.66 = $0.00 CIA TECH 0.00 X $13.96 = $0.00 SUPERINTENDENT/PROJECT MAN 0.00 x $17.66 = $0.00 TEAMSTER 0.00 x $14.91 = $0.00 TOTAL FRINGES $0.00 (4) WORKERS COMPENSATION % X LINE (2) $0.00 (5) BODILY INJURY / PROPERTY DAMAGE INSURANCE % X LINE (2) $0.00 (6) STATE UNEMPLOYMENT % X LINE (2) $0.00 (7) FEDERAL UNEMPLOYMENT % X LINE (2) $0.00 (8) TRAVEL ALLOWANCE OR SUBSISTENCE (NOTE #3) $0.00 (9) TOTAL LINES 2, 3, 4, 5, 6, 7, 8 & 9 $0.00(10) 20 % x LINE (10) $0.00(11) GRAND TOTAL LABOR LINES (10) + (11) $0.00(12) Page 1 of 2 MATERIAL 109.05 (b)(3) Purchased or Manufactured Oescnptlon Quantity Unit Unit Price Extenstion EXTENSION (25) $0.00 $0.00 0.00 $0.00 $0.00 (28) $ $ $ $ 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 p CONTRACTOR OWNED EQUIPMENT FHWA HOURLY RATE HOURS EXTENSION (25) $0.00 $0.00 0.00 $0.00 $0.00 (28) $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Trucking - Stnaght Time $0.00 $0.00 Trucking - Oeer Time $0.00 $0.00 Trucking -Double Tim a $0.00 TOTAL EQUIPMENT TOTAL TRUCKING FUEL, LUBRICANTS AND TRANSPORTATION COSTS TOTAL LINES (23) + (24) + (25) 12 %x LINE (26) GRAND TOTAL FOR EQUIPMENT: LW ES (26) + (27) SUBCONTRACTORS 109.05 (b)(6) $0.00 (23) $0.00 (24) 0.00 (25) $0.0 (26) 0.00 (27) $0.00 (28) DESCRIPTION AMOUNT Gradex, Inc. Installation price difference between the INDOT Standard & the Snout Oil -Debris Hoods $1,918.84 The INDOT Standard Hoods were priced into the concrete structures, therefore a deduct is warrented Price difference is + $174.441EA Hoods 11 EA Hoods @ $174.44EA = $1918.84 Actual installation cost by Gradex, Inc. TOTAL SUBCONTRACT WEEK ENDING $1,918.84 (29) 10 % x LINE (30) $3,000.00 OR LESS $191.88 (31) 7 % x LINE (30) OVER $3,000.00 $0.00 (32) GRAND TOTAL FOR SUBCONTRACTORS: LINES (30) + (31) + (32) $2,110.72 (33) TOTAL OF WORK COMPLETED FOR THE WEEK TOl'AL UNL S :'2), (17), (22), (28) & (33) $2,110.72 (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) $2,110.72 (37) Page 2 of 2 Recapitulation Sheet Quotation 106th & Towne - Carmel, IN 16 -ENG -39 Gradex Job #17111 Catch Basin Snouts__�Cost Increase perEA 10/2/2017 Description Quantity Unit Unit Price Materials Material Cost Unit Cost Labor Extended Unit Cost E ui ment Extended Contract Extended Unit Price Unit Cost Sub Price Sub INDOT Standard Hood Installation $ $ - $ - $ $ Hood -1 EA $ 237.01 $ 237.01 $ $ - $ - $ - J -hook -2 EA $ 3.20 $ 6.40 $ - $ - $ - $ - Laborer -1 HR 1 $ - $ 50.81 $ 50.81 $ - $ - $ - Foreman -1 HR $ - $ 52.97 $ 52.97 $ $ - $ - Foreman Truck -1 HR $ - $ - $ 28.00 $ 28.00 $ - $ - Generator -1 HR $ - $ $ 13.00 $ 13.00 $ - $ - BMP, Inc. Snout Installation $ - $ $ - $ - $ - Snout w/ Inst Kit 1 EA $ 323.06 $ 323.06 $ - $ - $ $ Laborer 1.5 HR $ - $ 50.81 $ 76.22 $ - $ $ Foreman 1.5 HR $ - $ 52.97 $ 79.46 $ - $ $ - Foreman Truck 1.5 HR $ - $ - $ 28.00 $ 42.00 $ - $ - Generator 1.5 HR $ - $ - $ 13.00 $ 19.50 $ $ - $ $ - $ $ - $ $ $ $ $ $ - Sub Totals S 79.65 $ 51.89 $ 20.50 $ $ Sales Tax Allowable Mark up N/A 0% $ 12% $ 9.56 20% $ 10.38 12% $ 2.46 $ 15% $ - Sub Totals $ 89.21 $ 62.27 1 1 $ 22.96 1 1 $ - $ - Bond & Insurance Premiums (Actual Cost) -.75% $ - B&IMarkUp $ - Grand Total $ 174.44 Gradex, Inc. *'100% Empint ee Owned" POST OFFICE BOX 276 • INDIANAPOLIS, INDIANA 46206 • WWW.RIETHRILEY.COM LETTER OF TRANSMITTAL TO: Clark Dietz DATE: 8/2/17 8900 Keystone Crossing, Suite 900 Indianapolis, IN 46240 PROJECT: 16 -ENG -53: 116th & Towne Rd. RAB ATTN: Jason M. Buck We Are Sending: Shop Drawings Letter Prints/Plans X Change Order Samples Specifications Other: Jason, JOB #: 3200699 Submitted For: X Approval Your Use As Requested Review and Comment Sent Via: Email X Attached Separate Cover Via: Timber Guardrail MOT — Timber Guardrail RE: Timber Guardrail End Section Action Taken: Approved as Submitted Approved as Noted Returned After Loan Resubmit Copies Submit Copies Returned Returned for Corrections Due Date: Rieth-Riley Construction Company, Inc. respectfully submits for your approval, pricing for the installation (ONLY) of Timber Guardrail, Timber Guardrail End Section and MOT @ Timber Guardrail on Guilford Road. Specialties Company is anticipated to complete the work in 2 work days. Specialties Company expects a two-week lead time to procure the Timber Guardrail/ES, once the price is accepted. The prices do not include construction engineering, clearing, staking, grading or earthwork and/or aggregate and seeding. Specialties Company wishes to note that potential grading issues at the guardrail is thought to exist, along the proposed section to be installed. This condition is of particularly concern at the culvert/ditch area. Specialties Company has included Jet/Vac Services for the installation of the timber posts. Item Description Quantity Unit Unit PriceFExtension EWA Timber Guardrail End Section- Guilford Road 1 EA $4,075.75,075.75 EWA Timber Guardrail — Guilford Road 110 LF $192.501,175.00 EWA MOT @ Timber Guardrail — Guilford Road 1 LS $1,763.80,763.80 TOTAL CC: 3200699 - Job File John Tuddy - RR General Superintendent Paul Ruschmeier - RR Superintendent $ 27,014.55 Signed: Michael Compt - Project M ager 1751 W. MINNESOTA • INDIANAPOLIS, INDIANA 46221 • TELEPHONE: (317) 634-5561 • FAX: (317) 631-6423 RIETH-RILEY CONSTRUCTION EXTRA WORK AGREEMENT DATE: 8/2/17 Work Performed: CONTRACT: 16 -ENG -53 PROJECT: 116th St. & Towne Rd. Roundabout FORCE ACCOUNT/EXTRA WORK FOR: Installation only of 110' of Timber Guardrail and 1 EA Timber Guardrail End Section Jet vac of post holes are included. 2 days are anticipated. Specialties has included flagging of traffic with Rieth-Riley to setup the Flagger Ahead and One Lane Ahead Signs. LABOR 109.05 (b)(1) uni - EMPLOYEE Regular Overtime Doubletime TOTAL RATE EXTENSION CARPENTER 0.00 $27.49 $0.00 CARPENTER FOREMAN 0.00 $28.99 $0.00 COMBINATION 0.00 $29.76 $0.00 FINISHER 0.00 $25.72 $0.00 FOREMAN 0.00 $35.05 $0.00 LABORER 0.00 $24.72 $0.00 MECHANIC 0.00 $35.05 $0.00 OPERATOR (103) 0.00 $34.05 $0.00 OPERATOR (841) 0.00 $32.55 $0.00 OPERATOR OILER (103) 0.00 $29.91 $0.00 OA TECH 0.00 $24.72 $0.00 SUPERINTENDENT/PROJECT MANAGER 0.00 $44.05 $0.00 TEAMSTER 0.00 $28.41 $0.00 FRINGES TOTAL LABOR $0.00 (2) FICA no= % x LINE (2) $0.00 (3) EMPLOYEE HOURS 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 0.00 X $17.66 = $0.00 LABORER 0.00 x $13.96 = $0.00 MECHANIC 0.00 X $17.66 = $0.00 OPERATOR (103) 0.00 X $17.66 = $0.00 OPERATOR (841) 0.00 X $20.51 = $0.00 OPERATOR OILER (103) 0.00 X $17.66 = $0.00 CIA TECH 0.00 x $13.96 = $0.00 SUPERINTENDENTIPROJECT MAN 0.00X $17.66 = $0.00 TEAMSTER 0.00 x $14.91 TRAVEL ALLOWANCE OR SUBSISTENCE (NOTE #3) $0.00 (9) TOTAL LINES 2, 3, 4. 5, 6, 7, 8 & 9 $0,00(10) 20 % x LINE (10) $0.00 (11) GRAND TOTAL LABOR LINES (10) + (11) $0.00(12) Page 1 of 2 TOTAL FRINGES $0.00 (4) WORKERS COMPENSATION % X LINE (2) $0.00 (5) BODILY INJURY / PROPERTY DAMAGE INSURANCE % x LINE (2) $0.00 (6) STATE UNEMPLOYMENT % X LINE (2) $0.00 (7) FEDERAL UNEMPLOYMENT % X LINE (2) $0.00 (8) TRAVEL ALLOWANCE OR SUBSISTENCE (NOTE #3) $0.00 (9) TOTAL LINES 2, 3, 4. 5, 6, 7, 8 & 9 $0,00(10) 20 % x LINE (10) $0.00 (11) GRAND TOTAL LABOR LINES (10) + (11) $0.00(12) Page 1 of 2 MATERIAL 109.05 (b)(3) Purchased or Manufactured Description Quantity Unit Unit Price EQensfion EXTENSION TOTAL TRUCKING $0.00 $0.00 FUEL, LUBRICANTS AND TRANSPORTATION COSTS $0.00 $0.00 TOTAL LINES (23) + (24) + (25) $ $ $ $ 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 4 CONTRACTOR OWNED EQUIPMENT FHWA HOURLY RATE HOURS EXTENSION TOTAL TRUCKING $0.00 $0.00 FUEL, LUBRICANTS AND TRANSPORTATION COSTS $0.00 $0.00 TOTAL LINES (23) + (24) + (25) $0.00 $0.00 12 % x LINE (26) $0.00 $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 Trucking - Striagnt Time $0.00 $0..00 Trucking -Over Time $0.00 0.00 Trucking - Double Time $0.00 TOTAL EQUIPMENT $0.00 (23) TOTAL TRUCKING $0.00 (24) FUEL, LUBRICANTS AND TRANSPORTATION COSTS $0.00 (25) TOTAL LINES (23) + (24) + (25) 0.00 (26) 12 % x LINE (26) $0.00 (27) GRAND TOTAL FOR EQUIPMENT: LINES (26) + (27) $0.00 (28) SUBCONTRACTORS 109.05 (b)(6) 1 Timber Guardrail End Section - 1 EA I 1 TOTAL SUBCONTRACT WEEK ENDING $3,725.00 (29) 10 % x LINE (30) $3,000.00 OR LESS $300.00 (31) 7 % x LINE (30) OVER $3,000.00 $50.75 (32) GRAND TOTAL FOR SUBCONTRACTORS: LINES (30) + (31) + (32) $4,075.75 (33) TOTAL OF WORK COMPLETED FOR THE WEEK TOTAL LINES (12), (17), (22), (28) 8 (33) $4,075.75 (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) $4,075.75 (37) Page 2 of 2 RIETH-RILEY CONSTRUCTION EXTRA WORK AGREEMENT DATE: 812/17 Work Performed: CONTRACT: 16 -ENG -53 PROJECT: 116th St. & Towne Rd. Roundabout FORCE ACCOUNT/EXTRA WORK FOR: Installation only of 110' of Timber Guardrail and 1 EA Timber Guardrail End Section. Jet vac of post holes are included. 2 days are anticipated. Specialties has included flagging of traffic with Rieth-Riley to setup the Flagger Ahead and One Lane Ahead Signs. LABOR 109.05 (b)(1) EMPLOYEE Regular Overtime Doubletime TOTAL RATE EXTENSION CARPENTER 0.00 $27.49 $0.00 CARPENTER FOREMAN 0.00 $28.99 $0.00 COMBINATION 0.00 $29.76 $0.00 FINISHER 0.00 $25.72 $0.00 FOREMAN 0.00 $35.05 $0.00 LABORER 0.00 $24.72 $0.00 MECHANIC 0.00 $35.05 $0.00 OPERATOR (103) 0.00 $34.05 $0.00 OPERATOR (841) 0.00 $32.55 $0.00 OPERATOR OILER (103) 0.00 $29.91 $0.00 QA TECH 0.00 $24.72 $0.00 SUPERINTENDENT/PROJECT MANAGER 0.00 $44.05 $0.00 TEAMSTER 0.00 $28.41 QA TECH FRINGES TOTAL LABOR FICA 4 i )(j� % x LINE (2) $0.00 (2) $0.00 (3) EMPLOYEE HOURS 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 0.00 X $17.66 = $0.00 LABORER 0.00 X $13.96 = $0.00 MECHANIC 0.00 x $17.66 = $0.00 OPERATOR (103) 0.00 X $17.66 = $0.00 OPERATOR (841) 0.00 X $20.51 = $0.00 OPERATOR OILER (103) 0.00 X $17.66 = $0.00 QA TECH 0.00 x $13.96 = $0.00 SUPERINTENDENTIPROJECT MAN 0.00 X $17.66 = $0.00 TEAMSTER 0.00 1 x 1 $14.91 = $0.00 TOTAL FRINGES $0.00 (4) WORKERS COMPENSATION % X LINE (2) $0.00 (5) BODILY INJURY / PROPERTY DAMAGE INSURANCE % X LINE (2) $0.00 (6) STATE UNEMPLOYMENT % X LINE (2) $0.00 (7) FEDERAL UNEMPLOYMENT I % X LINE (2) $0.00 (8) TRAVEL ALLOWANCE OR SUBSISTENCE (NOTE #3) $0.00 (9) TOTAL LINES 2, 3, 4, 5, 6, 7,8 & 9 $0.00(10) 20 % x LINE (10) $0.00(11) GRAND TOTAL LABOR LINES (10) + (11) $0.00(12) Page 1 of 2 MATERfAL 109.05 (b)(3) Furcnased or Manufactured Description Quantity Unit Unit Price Exlenstion EXTENSION TOTAL TRUCKING $ $ $ $ $ $ $ $ $ $ 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 9 CONTRACTOR OWNED EQUIPMENT FHWA HOURLY RATE HOURS EXTENSION TOTAL TRUCKING $0.00 $0.00 FUEL. LUBRICANTS AND TRANSPORTATION COSTS $0.00 $0.00 TOTAL LINES (23) + (24) + (25) $0.00 $0.00 12 % x LINE (26) $0.00 $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 Trucking - Striagm Tim a $0.00 $0.00 Trucking - Over Time $0.00 $0.00 Trucking - Double Time $0.00 TOTAL EQUIPMENT $0.00 (23) TOTAL TRUCKING $0.00 (24) FUEL. LUBRICANTS AND TRANSPORTATION COSTS $0.00 (25) TOTAL LINES (23) + (24) + (25) 0.00 (26) 12 % x LINE (26) $0.00 (27) GRAND TOTAL FOR EQUIPMENT: LINES (26) + (27) $0.00 (28) SUBCONTRACTORS 109.05 (b)(6) DESCRIPTION AMOUNT Specialties Company, LLC $175.00 Timber Guardrail 110 LF at $175/LF = $19,250 Guilford Road TOTAL SUBCONTRACT WEEK ENDING $175.00 (29) 10 % x UNE (30) $3,000.00 OR LESS $17.50 (31) 7 % x LINE (30) OVER $3,000.00 $0.00 (32) GRAND TOTAL FOR SUBCONTRACTORS: LINES (30) + (31) + (32) $192.50 (33) TOTAL OF WORK COMPLETED FOR THE WEEK TOTAL LINES (12), (17), (22), (28) & (33) $192.50 (34) % BOND RATE BASED UPON LINE (34) $0.00 (35) 10 % x LINE (35) $0.00 (36) TOTAL EXTRA WORK LINES: (34) + (35) + (36) $192.50 (37) Page 2 of 2 RIETH-RILEY CONSTRUCTION EXTRA WORK AGREEMENT DATE: 812/17 Work Performed: CONTRACT: 16 -ENG -53 PROJECT: 116th St. & Towne Rd. Roundabout FORCE ACCOUNT/EXTRA WORK FOR: Installation only of 1 10'of Timber Guardrail and 1 EA Timber Guardrail End Section. Jet vac of post holes are included. 2 days are anticipated. Specialties has included flagging of traffic with Rieth-Riley to setup the Flagger Ahead and One Lane Ahead Signs. Worksheet is for signage and MOT by Rieth-Riley. LABOR 109.05 (b)(1) uni iac EMPLOYEE Regular Overtime Doubl=e TOTAL RATE EXTENSION CARPENTER 0.00 $27.49 $0.00 CARPENTER FOREMAN 0.00 $28.99 $0.00 COMBINATION 0.00 $29.76 $0.00 FINISHER 0.00 $25.72 $0.00 FOREMAN 0.00 $35.05 $0.00 LABORER 6.00 6.00 $24.72 $148.32 MECHANIC 0.00 $35.05 $0.00 OPERATOR (103) 0.00 $34.05 $0.00 OPERATOR 841 0.00 $32.55 $0.00 OPERATOR OILER (103) 0.00 $29.91 $0.00 CA TECH 0.00 $24.72 $0.00 SUPERINTENDENT/PROJECT MANAGER 0.00 $44.05 $0.00 TEAMSTER 6.00 6.00 $28.41 $170.46 FRINGES TOTAL LABOR $318,78 (2) FICA ME= % x LINE (2) $23.91 (3) EMPLOYEE HOURS $18.23 (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 0.00 X $17.66 = $0.00 LABORER 6.00 x $13.96 = $83.76 MECHANIC 0.00 X $17.66 = $0.00 OPERATOR (103) 0.00 X $17.66 = $0.00 OPERATOR (841) 0.00 X $20.51 = $0.00 OPERATOR OILER (103) 0.00 X $17.66 = $0.00 CIA TECH 0.00 X $13.961 $0.00 SUPERINTENDENT/PROJECT MAN 0.00 X $17.66 = $0.00 TEAMSTER 1 6.00 1 x 1 $14.911 $89.46 TOTAL FRINGES $173.22 (4) WORKERS COMPENSATION % X LINE (2) $18.23 (5) BODILY INJURY / PROPERTY DAMAGE INSURANCE % X LINE (2) $18.49 (6) STATE UNEMPLOYMENT % X LINE (2) $12.27 (7) FEDERAL UNEMPLOYMENT % X LINE (2) $1.28 (8) TRAVEL ALLOWANCE OR SUBSISTENCE (NOTE #3) $0.00 (9) TOTAL LINES 2, 3, 4, 5, 6, 7,8 & 9 $566.18 (10) 20 % x LINE (10) $113.24 (11) GRAND TOTAL LABOR LINES (10) + (11) $679.42 (12) Page 1 of 2 MATERIAL 109.05 (b)(3) Purchased or Manufactured Description Quantity Unit Unit Price E)tenstion HOURS EXTENSION 314 Ton Pickup Truck $ s $ $ s s $ $ $ $ MATERIALS PURCHASED MATERIALS MANUFACTURED TOTAL: LINE(18)+(19) 12 % x LINE (20) GRAND TOTAL FOR MATERIALS: LINE (20) + (21) EQUIPMENT 109.05 (6)(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 314 Ton Pickup Truck $22.23 6.00 $133.38 16.01 $0.00 $0.00 (28) $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $O.DO $0.00 Trucking - Stdaght Time $0.00 $0.00 Trucking - Over Time $0.00 $0.00 Trucking - Double 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) $133.38 (23) $0.00 (24) 0.00 (25) 133.38 (26) 16.01 (27) (28) DESCRIPTION AMOUNT Indiana Traffic Systems $850.00 4 EA Construction Signs Type A 2 EA - One Lane Ahead and 2 EA Fiaggger Ahead Signs Per Unit Price of Construction Signs A of $150/EA 4 EA @ $150/EA $250 Delivery Charge Included TOTAL SUBCONTRACT WEEK ENDING $850.00 (29) 10 % x LINE (30) $3.000.00 OR LESS $85.00 (31) 7 % x LINE (30) OVER $3,000.00 $0.00 (32) GRAND TOTAL FOR SUBCONTRACTORS: LINES (30) + (31) + (32) $935.00 (33) TOTAL OF WORK COMPLETED FOR THE WEEK TOTAI. t_INF S (12), (17), (22). (28) 8 (33) $1,763.80 (34) 0 % BOND RATE BASED UPON LINE (34) $0.00 (35) 10 % x LINE (35) $0.00 (36) TOTAL EXTRA WORK LINES: (34) + (35) + (36) $1,763,80 (37) Page 2 of 2 SPECIALTIES, Company LLC Quotation: Soil Stabilization - Concrete Breaking - Guardrail - Fencing Milling - Subsurface Video Inspection - Full Depth Reclamation www.specialtiescompany.com 9350 East 30th Street Phone: (317) 594-0291 Indianapolis, IN 46229 Fax: (317) 594-0271 24 Hour Contact Information Joe Hile: (317) 697-2774 joe.hile@specialtiescompany.com Brad Schneider: (317) 502-6246 brad.schneider@specialtiescompany.com Project 16 -ENG -53, Guilford Road, Hamilton County, IN To: RIETH-RILEY CONSTRUCTION Date: August 2, 2017 Description Item Quantity Units Tax Unit Pricel Total Timber Guardrail End Section EW 1 1.00 Each No $3,725.001 $3,725.00 Timber Guardrail EW2 110.00 Lft No $175.00 $19,250.00 Quotation valid for 10 days. OOA innw A Total $22,975.00 JJ I / VUL+/1 Quotation prepared by: SPENCER STORIE Mobile: (317) 450-5407 This is a quotation on the goods named, subject to the conditions noted below: 1. Construction engineering, clearing, staking, grading or earthwork and/or aggregate, and seeding if required, by others. 2. Specialties Company will provide flaggers for our guardrail work only. Any other traffic control requirements are by others. 3. Quotation includes one mobilization. Additional mobilizations are $800.00 each. 4. No removals are included. 5. Identification and location of any utilities not located through Indiana Underground Plant Protection Services (Holey Moley) are the responsibility of the Prime Contractor. 6. The attached general conditions apply with this quotation. To accept this quotation, sign here and return: Date: An Equal Opportunity Employer SPECIALTIES Company LLC 9350 East 301h Street Indianapolis, IN 46229 PH: 317-594-0291 FAX: 317-594-0271 www.specialtiescompany.com GENERAL CONDITIONS We are prequalified with the Indiana Department of Transportation to furnish and install the items we are quoting. TERMS: Payment for installed items is "Per Engineer's Estimate" with 3% retainage being withheld, payment is due ten ( 10) days after receipt by Prime Contractor. Payment for installed items and retainage reduction is due ten (10) days after receipt by Prime Contractor. When written acceptance is received within 30 days after award of contract, the prices quoted will remain in effect until completion of the contract. Material furnished by Specialties Company, LLC will comply with the contract plans and specifications. All items are quoted in total for any contract, and may be divided only with the consent of Specialties Company, LLC. Due to possible late revisions, item numbers on the quote may not match those on the final Bid Document. Specialties Company, LLC agrees to comply with OSHA and EEO requirements in effect on quoted project. Insurance coverage per IN DOT requirements included in quoted prices; however, it does not provide insurance for the indemnification of the general contractor. Prime Contractor to carry fire, tornado, Railroad Protective Liability Policy, and other necessary insurance. Our quotation does not include bond premiums, association assessments or taxes of any kind. Our quoted prices do not include construction engineering, clearing, grading, earth work, aggregate or seeding to install quoted items, unless set forth specifically in the quotation, Prime Contractor to provide adequate access to work site. Specialties Company, LLC is not responsible for penalty or late charges due to strikes, accidents or delays beyond our control. Acceptance of final pay quantities by the Prime Contractor for Specialties Company, LLC items is subject to verification and acceptance of such quantities by Specialties Company, LLC. Unless set forth specifically in the quotation, or given to IN DOT by the Special Provisions, all used guardrail shall become the property of Specialties Company, LLC after removal. Any alteration or deviation from the above specifications involving extra costs will be executed only upon written orders, and will be billed as an extra charge over and above the estimate. Any non -stock material items fabricated or procured are not subject to cancellation, An Equal Opportunity Employer S.I. Storey Lumber Company, Inc. Phone: (706) 2341605 P.O. Box 99, Armuchee, GA 30105 Fax (706) 235-8132 t.usiumer. Spencer Storie Specialties Company, LLC 9350 E. 30th St. Indianapolis, IN 46229 Ship To: c/o Same 320 S. Thomas Rd. Ft. Wayne, IN 46808 REVISED MATERIALS QUOTE Cuslomer Order No SIS No. Salesperson FOB W NEI Days pale Available 170718-01 CRC DEST 10 x 30 7/2812017 2 Wks Quantity T W L ft -in Description — _ 16 _ 16 10 x 12 X 7 — —__ Timber Post (D1 H)- 4 x 12 X 0._-. 9 9 5- -0 - - 9 _ Blockout (DL) _... _ .__12 1 3 129 6.__..._X 6 6 x x x x _.10 10 10 5/8 _x X x x 11-1/2 11-1/2 0-1/2 4 Timber Rail Standing End Timber Rail Timber Rail _ Lag Bolts Backing Plates 13-- 3/8 3/8 6 6 x x _ 9 4- - 9 —T _ 3 13 3 16 16 9_ —_ Backing Plates R 3/8 x 6 x 2- 6 6 -15 — 8-1/2 4-3/4 9 21 Splice Plates -- -- ..._--------- _— -- — 3/8 — x -- 6 -- _5/8 5/8 x x x 2- - --_0 0 -- —__ Splice Plates (Pre B(Int) Carriage Bolts --....-- _ _— Hex Nuts— -- Carriage Bolts Hex Nuts --- ---- 128 132 140 3/4 —__ — 3/4 3/4 Washers Plate Washers Backing Plates Hex Head Bolts 16 2 4 112 x 1/4 6 3/4 x x x 0 0 0 Special Instructions / Notes Timber/Preservative: Southern Pine; AAS HTO M168 & M133/CCA; AWPA UC4B Structural Steel Elements: ASTM A588 Bolts: Carriage/Lag/Hex: ASTM A307 (ASTM A588 Weathering) Nuts/Washers: ASTM A563 DH Type 3/ASTM F436 Type 3 (Weathering) Page 1 of 2 S.I. Storey Lumber Company, Inc. Phone: (706) 2341605 P.O. Boot 99, Arrnuchee, GA 30105 Fax (706) 2358132 Customer: Spencer Storie Specialties Company, LLC 9350 E. 30th St. Indianapolis, IN 46229 Ship To: c/o Same 320 S. Thomas Rd. Ft. Wayne, IN 46808 Rfvi.grn MA-rr1 pi AT C ni it-%-rw CUSIOIner Order No, SIS No. Salesperson FosNW — 9 3 _- 1 1 each Days Dara Available 3,204.00 885.00 —�..._. 1,140.00 396.00 170718 01 1 CRC I DEST 145 Linear feet of SBTGR (including end terminals) 11o0s 30 7/28/2017 2 wks Quantity Unit Description Price Extension — 9 3 _- 1 1 each 10' SBTGR SectionType A: Blocked Out) (617-60) 5' SBTGR Section (Type A: Blocked Out ._.......�_� �._.—._ 30' FAT/ BAT Assembly (617-61 or 617-62) Standing End Terminal 6451 _ 1660 356.00 295.00 3,204.00 885.00 —�..._. 1,140.00 396.00 each each each _ 2178 717 1,140.00 396.00 145 Linear feet of SBTGR (including end terminals) 11o0s 5,625.00 Timber/Preservative: Southern Pine; AASHTO M168 & M133/CCA; AWPA UC413 Structural Steel Elements: ASTM A588 Bolts: Carriage/Lag/Hex: ASTM A307 (ASTM A588 Weathering) Nuts/Washers: ASTM A563 DH Type 3/ASTM F436 Type 3 (Weathering) If ary tlsgAe arises from or is Misled b are purchase of a y goods, proWCtS, katwor services rw,iwd from Soler or it Seter ands It necessary to Male a p•erll for IM coeeeson of any anarsR a.,iN b soler adsey from me sale of ary 900ds, products, Unber or services Men are Purchaser and Saler do hereby expressry OMON b 01 Misdidon and verse of ale State Coul of Floyd Courcy, Georgia, X Accepted by Purchaser Page 2 of 2 PROPOSAL Page 1 of 1 3D Company Inc. 3200 East CR 350 North, Muncie, IN 47303 Phone: (765) 288-3326 Fax: (765) 288-3344 ***3D Company Inc. is a certified WBE/DBE Contractor*** 7!25/2017 Contract #: Specialties Company Description: Location: Bid Date: ntion: Spencer Stories ne: 317-450-5407 IFax: Email: 3D Company Inc. is pleased to submit the following proposal for the project noted above. Please see notes listed below. ITEM DESCRIPTION UNIT QUANTITY UNIT COST TOTAL 1.00 JJETIVAC SERVICES DAILY RATE EA 1 1.00 1 $2,956.001 $2,956.00 Total Amount of Proposal: $2,956.00 Notes: Above pricing includes dump fees but GC is to provide dump site and water access. Add 1.25% to bid amount if performance and payment bond is required. The attached proposal is a package and may only be divided with the consent of 3D Company Inc. No retainage to be withheld without prior consent from 3D Company Inc. The above work is to be completed on weekdays for the 2017 - 2018 season. This quote can be withdrawn by 3D Company Inc. if not accepted within 45 days. Traffic control if needed is the responsibility of the general contractor. Please call if you have any questions or need additional information. Respectfully Submitted: William RDigitally signed by • William R. Young Young Date: 2017.07.25 10:56:55 -04'00' 3D Company, Inc. Bill Young, Estimator - byoung@3dcompanyinc.com After hours call :765-748-2292 WA'T'CH W wv.'. 2citti (: T� M. arat:.h. ram Rental Rate Blue Bosk®R On-Plighway Light i?uty Trucks Miscellaneous Models Size Class: 200 - 299 HP Configuration for On -Highway Light Duty Trucks Power Mode Gasoline Cab Type Conventional Axle Configuration 4X2 Ton Raing 314 Horsepower 285.0 Blue Book Rates FHWA Rate" Operating Costs $370.50 / mo FHWA Rate is equal to the monthly ownership cost divided by 176 plus the hourly estimated operating Cost $18.80 $222.49 Ownership Costs $2223 6214 Monthly Weekly D311y Y.ourty Published Rates $650.00 $180.00 $45.00 $7.00 Adjustments Region (Indiana: ($0.50) (51.80) (x0.45) ($00.07) 99%) Model Year (2004: ($40.54) ($11.23) {$2.81 } (SO a4) 93.7%) Ownership (100%) - Operating (100%) Total: $602.9$ $166.97 541.74 Sfi.49 Rate Element Alloration Element Depreciation (ownership) Overhaul (ownership) CFC (ownership) Indirect (ownership) Fuel (operating) @ $285 Revised Dale: 2nd Half 2010 February 22, 2011 Estimated FHWA Rate" Operating Costs $370.50 / mo Hourly Hourly $18.80 $222.49 $1s.s0; $2223 Peresntage Value 57% $370.50 / mo 263 $169.001 mo 7% $45.501 mo 10% $x35.001 mo 6214 $15.43 / hr All material herein. G 200:1-2011 Penton Media, Inf.. All rights reserved. Page 1 of 1 Alt & Witzig Engineering, Inc. 4105 West 996' Street • Carmel, Indiana 46032 (317) 875-7000 • Fax (317) 876-3705 Tested For: Mr. Joe Hile, PE Specialties Company, LLC 9350 East 30th Street Indianapolis, IN 46229 Project: 16 -ENG -53: 116th Street & Towne Rd. Carmel, IN Hamilton County Date: 08-11-17 Our Project No.: TZ 17105 -LTR Executive Summary Per your request, Alt & Witzig Engineering has performed a soil -chemical modification study on the soil types obtained from the above referenced project to be utilized at subgrade elevation per project specifications. The chemical modifier utilized in the testing procedures is listed below: • Cement — Essroc Materials Inc. — Logansport, IN Proposed Subgrade Treatment Depth —14" % Chemical Recommendation — 4% Cement Sample Sample Spread Optimum As Received Identification Classification Rate Moisture Moisture Lb/°d^2 Content (%) Content %) Sainplc +-1 A-2--1 (0) SANDY LOAM w/ Some Gravel 55.2 9.1 `% 7.5% Sample #2 A -1-b 0) SAND & Gravel 55.5 8.8% 6.0% Offices: Subsurface Investigation and Foundation Engineering Cincinnati, Ohio • Dayton, Ohio Construction Materials Testing and Inspection Indianapolis • Evansville • Ft. Wayne • Lafayette • South Bend • Terre Haute, Indiana Environmental Services 16 -ENG -53: 1166' Street & Towne Rd. Specialties Company LLC August 11, 2017 Page 2 Sample Collection Two (2) soil samples were collected and delivered to our laboratory by a Specialties Company LLC representative. According to the contractor, the samples collected are representative of the soils to be utilized at the design subgrade elevation for the proposed intersection improvements. Sample identification and approximate location are listed below: Sample #1— 1160' Street, East of Towne Rd. Sample #2 —11601 Street, West of Towne Rd. Laboratory Testing By request of the contractor, laboratory testing was performed in accordance with 1NDOT's most recent publication of their "Design Procedures for Soil Modification or Stabilization". Soluble sulfate contents were below 1,000 ppm, and Loss on Ignition (LOI) was not necessary based upon visual examination. Due to the granular nature of the sample collected, cement was selected as the appropriate chemical modifier. Moisture density relationships and unconfined compressive strength testing were performed in accordance with INDOT guidelines using a minimum of 4% Cement by dry unit weight. Subgrade Treatment Recommendations Based on INDOT specifications, the soil types represented met the 100 psi strength gain requirement with the use of 4% Cement by dry unit weight. Therefore, we recommend 4% Cement by dry unit weight be used for the subgrade treatment of this project. Proposed Subgrade Treatment Depth — 14" % Chemical Recommended — 4% Cement Sample Sample Spread Optimum As Received Identification Classification Rate Moisture Moisture Lb/yd^2 Content (%)) Content (%) Sample #1 \-2-4 (0) SANDY LOAM wi Some Gravc1 55.2 9.1% 7.5% Sample #2 A -1-b 0) SAND & Gravel 55.5 8.8% 1 6.0% 16 -ENG -53: 116th Street & Towne Rd. Specialties Company LLC August 11, 2017 Page 2 Final Considerations Chemically treated soils must be at or above the optimum moisture content as determined by the soil -chemical mixture. Site specific conditions, including anticipated weather during treatment, stability of foundation soils, and in-situ moisture contents must be considered prior to subgrade treatment. Site conditions that would adversely affect the chemical treatment should be brought to the immediate attention of the project manager. Approved chemicals to be incorporated in the field for stabilization or modification of the subgrade shall be accomplished per project specifications. The contractor shall account and correct for all losses and equipment efficiencies that occur in the field to assure that the proper chemical percentage is achieved. Please find a copy of our test results enclosed with this letter. Sincerely, ,_&STE,qc!'I, _ No. ° Joshua W. Tinkle E.I.T. =19800337 •: W OF ff manage `��OJVA1. ��►� David C. Harness, P.E. Pro'ect: 16-ENG-53: 116th St. & Towne Rd. A&W File #: TZ 17105 Sheet 1 of 1 Manager: D. Harness Client: Specialties Company LLC Project Description: Location: Carmel, IN Route 116th St. & Towne Rd. Soil Modification Study Hamilton County INDOT Contract #: Specimen ID Pill ID Specimen Description Strength Specimen Data timlelof Compaction LL PL PI Fines DD (pcf) w% I %Comp.1 PSI IPSIGain (%) Sample #1 Cement-Soil Mixture - 4% Cementl .............................. .... 124.8 9.0 96.5 220 210 9.1 Sample #1 Cement-Soil Mixture - 4% Cement 2 124.3 9.0 96.0 218 208 Sample #1 A-24 (0) SANDY LOAM with Some Natural l......................... 125.6 8.1 95.5 10 8.3 NP NP NP 25.9 .................................................... Gravel Sample #1 Natural 2125.0 .................................................... 8.1 95.1 10 Sample #2 Cement-Soil Mixture - 4% Cement .......... .. .... .. 126.1 9.2 96.7 212 204 8.8 Sample #2 Cement-Soil Mixture - 4% Cement 2 . . . .... . ... . . 125.5 9.2 96.3 210 202 Sample #2 A-1-b (0) SAND and GRAVEL Natural 127.0 8.1 96.0 9 8 NP NP NP 15.7 Samole #2 Natural .................................................... 126.4 8.1 95.6 8 Alt & Witzig Engineering, Inc. 4105 West 99th St. Carmel, IN 46032 Soil/Chemical Modification Study Telephone: 317-875-7000 Fax: 135 130 125 Source of Material Sample #1 Cement 1 Description of Material Cement -Soil Mixture - 4% 120 Test Method AASHTO T99 Method A 115 TEST RESULTS Maximum Dry Density 129.4 PCF U 110 Optimum Water Content 9.1 % G } U) ATTERBERG LIMITS w 105 0 LL PL PI IV0 100 Curves of 100% Saturation for Specific Gravity Equal to: 2.80 95 2.70 2.60 90 85-- 58075 80- 75M-1=9 0 5 10 15 20 25 30 35 40 45 WATER CONTENT, MOISTURE -DENSITY RELATIONSHIP Alt & Witzig Engineering, Inc. Project Name: 16 -ENG -53: 116th St. & Towne Rd. 4105 West 99th St. Carmel, IN 46032 Telephone: 317-875-7000 Location: Hamilton County A&W File #: TZ 17105 INDOT Contract #: Fax: •ISTURE-DENSITY RELATIONSHIP Project Name: 16 -ENG -53: 116th St. & Towne Rd. .. Location: Hamilton County A&W File#: TZ 17105 .. 135 130 125 Source of Material Sample #2 Cement 1 Description of Material Cement -Soil Mixture - 4% 120 Test Method AASHTO T99 Method A 115 TEST RESULTS Maximum Dry Density 130.4 PCF U 110 Optimum Water Content 8.8 % Q } ATTERBERG LIMITS w 105 0 N1 NA LL PL PI 0 100 Curves of 100% Saturation for Specific Gravity Equal to: 2.80 95 2.70 2.60 90- 85— 80 N 75- 0 5 10 15 20 25 30 35 40 45 WATER CONTENT, % MOISTURE -DENSITY RELATIONSHIP Alt & Witzig Engineering, Inc. Project Name: 16 -ENG -53: 116th St. & Towne Rd. 4105 West 99th St. Carmel, IN 46032 Telephone: 317-875-7000 Location: Hamilton County A&W File #: TZ 17105 INDOT Contract #: Fax: ■■■■■■■R■LM\ ■■■■■■■■MER, ■■■■■■■MMEM �M M: k"PIMPMEMMY =0 •4105 Alt & Witzig Engineering, Inc. West 99th St. IN 4'' rCarmel, Telephone: 317-875-7000 .. . Sheet 1 of 1 Sample ID Textural Classification Passing #10 Passing #40 Passing #200 Gravel % Sand % Silt % Clay % Colloid % LL PL PI LOI % Ca/Mg % Soluble Sulfates ppm As Recelvec Moisture % pH Sample #1 A-2-4 (0) SANDY LOAM with Some Gravel 68.1 46.6 25.9 31.9 42.2 16.3 9.6 NP NP NP NT NT 20 7.5 8.8 Sample #2 A-1-b (0) SAND and GRAVEL 63.8 48.0 15.7 36.2 48.1 6.7 9.0 NP NP NP NT NT 0 6.0 8.9 Alt & Witzig Engineering, Inc. 4105 West 99th St. Carmel, IN 46032 Telephone: 317-875-7000 Fax: NOTE: NT = Not Tested Chemical Modification Summary Project Name: 16-ENG-53: 116th St. & Towne Rd. Location: Carmel, IN - Hamilton County A&W File #: TZ 17105 INDOT Contract #: 100 95 90 85 80 75 70 65 w 60 } 55 M Z50 LL 45 z W 40 W IL 35 30 25 20 15 10 5 0 U.S. SIEVE OPENING IN INCHES I U.S. SIEVE NUMBERS I HYDROMETER A 9 1 a in 1A an sn inn qnn 100 10 1 0.1 0.01 0.0011 GRAIN SIZE IN MILLIMETERS COBBLES GRAVEL SAND SILT Clay Cc Cu ,0 Sample #1 11■1■IIIIIIII►�71YIIYIIYIIIIIIYIIIIIYI■1111111■■1111111■■ 11■■1111111�`IIII111■■1111111■■1111111■■1111111■■ ,11■■1111111■\\I��1111■■1111111■■1111111■■1111111■■ '11■■1111111■ '11■■1111111■■i;11111■■1111111■■1111111■■1111111■■ ';11■■1111111■■III�!�1\■1111111■■1111111■■1111111■■ 11■■1111111■■IIII11���1111111■■1111111■■1111111■■ 11■■1111111■■Illlllli�\1111111■■1111111■■1111111■■ 11■■1111111■■1111111■��!III11■■1111111■■1111111■■ 11■■1111111■■1111111■■III►!11■■1111111■■1111111■■ 11■■1111111■■1111111■■IIIII'�1■■1111111■■1111111■■ 11■■1111111■■1111111■■1111111.\■1111111■■1111111■■ 11■■1111111■■1111111■■IIIIIII►\�IIII111■■1111111■■ 11■■1111111■■1111111■■1111111\\\1111111■■1111111■■ 11■■1111111■■1111111■■1111111■\\���1111■■1111111■■ 11■■1111111■■1111111■■1111111■\\III1���■_■1111111■■ 11■■1111111■■1111111■■1111111■■i�!II11���111111■■ 11■■1111111■■1111111■■1111111■■1111����.:.,:1����■■ 11■■1111111■■1111111■■1111111■■1111111■■Illli��■ 11■■1111111■■1111111■■1111111■■1111111■■1111111■■ NP NP 3.82 24.9 X Sample #2 A-1 -b (0) SAND and GRAVEL NP NP NP '1111111■■1111111■■1111111■■1111111■■ 0 C6 Specimen Identification D60 D30 D10 %Gravel %Sand 100 10 1 0.1 0.01 0.0011 GRAIN SIZE IN MILLIMETERS COBBLES GRAVEL SAND SILT Clay Cc Cu coarse fine Sample #1 Fq Alt & Witzig Engineering, Inc. GRAIN SIZE ANALYSIS REPORT AASHTO T-88 4105 West 99th St. Project Name: 16 -ENG -53: 116th St. & Towne Rd. Carmel, IN 46032 Telephone: 317-875-7000 Location: Carmel, IN - Hamilton County Uj Fax: DES #: INDOT Contract #: J Specimen Identification Classification AASHTO M-145 LL I PL PI I Cc Cu • Sample #1 A-2-4 (0) SANDY LOAM with Some Gravel NP NP NP 3.82 24.9 X Sample #2 A-1 -b (0) SAND and GRAVEL NP NP NP 3.91 283.4 0 C6 Specimen Identification D60 D30 D10 %Gravel %Sand %Silt %Clay %Colloid 1 0 Sample #1 1.117 0.106 0.003 31.9 42.2 16.3 9.6 X I Sample #2 1.376 0.162 0.005 36.2 48.1 6.7 9.0 Fq Alt & Witzig Engineering, Inc. GRAIN SIZE ANALYSIS REPORT AASHTO T-88 4105 West 99th St. Project Name: 16 -ENG -53: 116th St. & Towne Rd. Carmel, IN 46032 Telephone: 317-875-7000 Location: Carmel, IN - Hamilton County Uj Fax: DES #: INDOT Contract #: J Fractions normalized to 100% passing the 2mm (#10) sieve p 60 F' Cw 50 0 100w N` h� �O 0' S �O 00 .silty clay 3 p�J 0` --oo `�o �o o �o `so 'moo U'o X-10 �o PERCENT SAND & GRAVEL (>0.075mm) Sample ID AASHTO Classification Sand & Gravel % Silt % Clay % • Sample #1 A-24 0 SANDY LOAM 74.1 16.3 9.6 X Sample #2 A -1-b 0 SAND 84.3 6.7 9.0 Alt & Witzig Engineering, Inc. AASHTO Textural Classification Chart 4105 West 99th St. Project Name: 16 -ENG -53: 116th St. & Towne Rd. Carmel, IN 46032 Telephone: 317-875-7000 Location: Carmel, IN - Hamilton County w��l Fax: DES #: INDOT Contract #: J 60 50 P L A- -s s 40 T I C T A-6 30 Y I N 20 D E X 10 A -7- A-4 A-5 20 40 60 80 100 LIQUID LIMIT Specimen Identification LL PL PI Fines Classification (AASHTO M-145) • Sample #1 0.00 NP NP NP 26 A-2-4 (0) SANDY LOAM with Some Gravel X Sample #2 0.00 NP NP NP 16 A -1-b (0) SAND and GRAVEL Alt & Witzig Engineering, Inc. 4105 West 99th St. Carmel, IN 46032 Telephone: 317-875-7000 Fax: ATTERBERG LIMITS (AASHTO T-89 & T-90) Project Name: 16 -ENG -53: 116th St. & Towne Rd. Location: Carmel, IN - Hamilton County DES #: INDOT Contract #: "100% Empli lvee Owned" LETTER OF TRANSMITTAL TO: Clark Dietz DATE: 8/9/17 8900 Keystone Crossing, Suite 900 Indianapolis, IN 46240 PROJECT: 16 -ENG -53: 116th & Towne Rd. RAB ATTN: Jason M. Buck We Are Sending: Shop Drawings Letter Prints/Plans X Change Order Samples Specifications Other: Jason, JOB #: 3200699 Submitted For: X Approval Your Use As Requested Review and Comment Sent Via: Email X Attached Separate Cover Via: RE: Rectangular Rapid Flashing Beacon (RRFB) Action Taken: Approved as Submitted Approved as Noted Returned After Loan Resubmit Copies Submit Copies Returned Returned for Corrections Due Date: Rieth-Riley Construction Company, Inc. respectfully submits for your approval, a price for the installation of Rectangular Rapid Flashing Beacons (RRFB) on 116th St. & Towne Road. Signal Construction to perform the installation of 8 EA. Signal Construction is requesting a 6-8 week lead time to procure the material from the supplier, once the change order price is approved. Signal Construction anticipates the on-site work to take 5 work days. Since this item will be on-going beyond the substantial completion date of Sept. 15, 2017, Rieth-Riley request that the completion date for 116th St. & Towne Rd. be waived for this extra work item. The price does not include repair of sod or landscape areas that maybe disturbed to install the RRFB's. Please forward a written response of approval so that procurement of the materials may begin. Item Description quantity Unit Unit Price Extension EWA Rectangular Rapid Flashing Beacon (RRFB) 8 EA $7,915.88 $63,327.04 EWA Maintenance of Traffic for RRFB 1 LS $9,190.21 $9,190.21 TOTAL $72,517.25 CC: 3200699 -Job File Signed: � John Tuddy - RR General Superintendent Michael Co mpt n - Project M nager Paul Ruschmeier - RR Superintendent 1751 W. (MINNESOTA • INDIANAPOLIS, INDIANA 46221 • TELEPHONE: (317) 634-5561 • FAX: (317) 631-6423 RIETH-RILEY CONSTRUCTION EXTRA WORK AGREEMENT DATE: 8/9/17 Work Performed: Work has not be completed to date. CONTRACT: 16 -ENG -53 PROJECT: 116th St. & Towne Road Roundabout FORCE ACCOUNT/EXTRA WORK FOR: Extra work is for the installation of 8 EA Rectangular Rapid Flashing Beacons (RRFB) at 116th & Towne Road. The work is to be completed by Signal Construction. A 6-8 week lead time is required from the supplier. Installation of the RRFB's is expected to take five days. 57 additional calendar days are to be requested from date of city approval. LABOR 109.05 (b)(1) EMPLOYEE Regular Overtime Doubletime TOTAL RATE EXTENSION CARPENTER 0.00 $27.49 $0.00 CARPENTER FOREMAN 0.00 $28.99 $0.00 COMBINATION 0.00 $29.76 $0.00 FINISHER 0.00 $25.72 $0.00 FOREMAN 0.00 $35.05 $0.00 LABORER 0.00 $24.72 $0.00 MECHANIC 0.00 $35.05 $0.00 OPERATOR (103) 0.00 $34.05 $0.00 OPERATOR (841) 0.00 $32.55 $0.00 OPERATOR OILER (103) 0.00 $29.91 $0.00 OA TECH 0.00 $24.72 $0.00 SUPERINTENDENT/PROJECT MANAGER 0.00 $44.05 -- $0.00 TEAMSTER 0.00 $28.41 $0.00 FRINGES TOTAL LABOR $0.00 (2) FICA ,,-,'.I, % x LINE (2) $0.00 (3) EMPLOYEE HOURS 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 0.00 X $17.66 = $0.00 LABORER 0.00 X $13.96 = $0.00 MECHANIC 0.00 X $17.66 = $0.00 OPERATOR (103) 0.00 X $17.66 = $0.00 OPERATOR (841) 0.00 X $20.51 = $0.00 OPERATOR OILER (103) 0.00 X $17.66 = $0.00 DA TECH 0.00 x $13.96 = $0.00 SUPERINTENDENT/PROJECT MAN 0.00 X $17.66 = $0.00 TEAMSTER 0.00 X $14.91 = $0.00 TRAVEL ALLOWANCE OR SUBSISTENCE (NOTE #3) $0.00 (9) TOTAL LINES 2, 3, 4, 5, 6, 7, 8 & 9 $0.00(10) 20%xLINE (10) $0.00(11) GRAND TOTAL LABOR LINES (10) + (11) $0.00(12) Page 1 of 2 TOTAL FRINGES $0.00 (4) WORKERS COMPENSATION >5,i2 % X LINE (2) $0.00 (5) BODILY INJURY / PROPERTY DAMAGE INSURANCE r 5.8 % X LINE (2) $0.00 (6) STATE UNEMPLOYMENT 3,8 % x LINE (2) $0.00 (7) FEDERAL UNEMPLOYMENT 9T % X LINE (2) $0.00 (8) TRAVEL ALLOWANCE OR SUBSISTENCE (NOTE #3) $0.00 (9) TOTAL LINES 2, 3, 4, 5, 6, 7, 8 & 9 $0.00(10) 20%xLINE (10) $0.00(11) GRAND TOTAL LABOR LINES (10) + (11) $0.00(12) Page 1 of 2 MATERIAL 109.05 (b)(3) Purchased or Manufactured Description Quantity Unit Unit Price Extenstion EXTENSION (25) $0.00 $0.00 $0.00 $0.00 $0.00 (26) $ $ $ $ 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 (25) $0.00 $0.00 $0.00 $0.00 $0.00 (26) $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Trucking - Striaght Time $0.00 $0.00 Trucking - Over Time $0.00 $0.00 Trucking - Double Time $0.00 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) $0.00 (23) $0.00 (24) $0.00 (25) $0.00 (26) $0.00 (27) $0.00 (26) DESCRIPTION AMOUNT Signal Construction, Inc. $59,100.00 RRFB's - 8 EA @ $6,7901EA = $54,320 RRFB Foundations - 8 EA @ $6001EA = $4,800 Total 8 EA 2 $7,3901EA = $59,120 TOTAL SUBCONTRACT WEEK ENDING $59,100.00 (29) 10 ! x LINE (30) $3,000.00 OR LESS $300.00 (31) 7 % x LINE (30) OVER $3,000.00 $3,927.00 (32) GRAND TOTAL FOR SUBCONTRACTORS: LINES (30) + (31) + (32) $63,327.00 (33) TOTAL OF WORK COMPLETED FOR THE WEEK TOTAL LINES (12). (17). (22), (28) & (33) $63,327.00 (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) $63,327.00 (37) Page 2 of 2 RIETH-RILEY CONSTRUCTION EXTRA WORK AGREEMENT DATE: 8/9117 Work Performed: Work has not be completed to date. CONTRACT: 16 -ENG -53 PROJECT: 116th St. & Towne Road Roundabout FORCE ACCOUNT/EXTRA WORK FOR: Maintenance of traffic for the installation of the RRF8's. Work of RRFB's to be completed after 116th St. & Towne Rd. is open to traffic. Single lane closures required for 3 of 4 lags and barrels for the 4th lag. $9,190 Lump Sum for Maintenance of Traffic. LABOR 109.05 (b)(1) HOURS EMPLOYEE Regular Overtime Doubletime TOTAL RATE EXTENSION CARPENTER 0.00 $27.49 $0.00 CARPENTER FOREMAN 0.00 $28.99 $0.00 COMBINATION 40.00 40.00 $29.76 $1,190.40 FINISHER 0.00 $25.72 $0.00 FOREMAN 0.00 $35.05 $0.00 LABORER 20.00 20.00 $24.72 $494.40 MECHANIC 0.00 $35.05 $0.00 OPERATOR (103) 0.00 $34.05 $0.00 OPERATOR (841) 0.00 $32.55 $0.00 OPERATOR OILER (103) 0.00 $29.91 $0.00 CIA TECH 0.00 $24.72 $0.00 SUPERINTENDENT/PROJECT MANAGER 0.00 $44.05 $0.00 TEAMSTER 0.00 $28.41 $0.00 FRINGES TOTAL LABOR $1,684.80 (2) FICA RMN % x LINE (2) $126.36 (3) EMPLOYEE HOURS RATE EXTENSION CARPENTER 0.00 X $21.25 = $0.00 CARPENTER FOREMAN 0.00 X $21.25 = $0.00 COMBINATION 40.00 x $14.91 = $596.40 FINISHER 0.00 x $13.96 = $0.00 FOREMAN 0.00 X $17.66 - $0.00 LABORER 20.00 $13.96 = $279.20 MECHANIC 0.00 $17.66 = $0.00 OPERATOR (103) 0.00 rx $17.66 = $0.00 OPERATOR (841) 0.00 $20.51 = $0.00 OPERATOR OILER (103) 0.00 $17.66 = $0.00 CA TECH 0.00 $13.96 - $0.00 SUPERINTENDENTIPROJECT MAN 0.00 X $17.66 = $0.00 TEAMSTER 0.00 X $14.91 = $0.00 TOTAL FRINGES $875.60 (4) WORKERS COMPENSATION % X LINE (2) $96.37 (5) BODILY INJURY / PROPERTY DAMAGE INSURANCE % X LINE (2) $97.72 (6) STATE UNEMPLOYMENT % X LINE (2) $64.86 (7) FEDERAL UNEMPLOYMENT I % X LINE (2) $6.74 (8) TRAVEL ALLOWANCE OR SUBSISTENCE (NOTE #3) $0.00 (9) TOTAL LINES 2, 3, 4, 5, 6, 7. 8 & 9 $2,952.45 (10) 20 % x LINE (10) $590.49 (11) GRAND TOTAL LABOR LINES (10) + (11) $3,542.94 (12) Page 1 of 2 MATERIAL 109.05 (b)(3) Purchased or Manufactured Description Quantity Unit Unit Price Extenshon Barrel Rental 360.00 Baffel/Days $ 0.60 $216.00 Barrel/W Type C Light Rental 200.00 Barrel/Days $ 1.00 $200.00 $o.DO $0.00 $0.00 $0.00 $0.00 $0.00 $ $ $0.00 $ $ MATERIALS PURCHASED MATERIALS MANUFACTURED TOTAL: LINE (18) + (19) 12 % x LME (20) GRAND TOTAL FOR MATERIALS: LINE (20) + (21) EQUIPMENT 109.05 (b)(4) $416.00 (16) $0.00 (,9) $416.00 (20) $49.92 (21) $465.92 (22) Equipment # CONTRACTOR OWNED EQUIPMENT FHWA HOURLY RATE HOURS EXTENSION 3/4 Ton Pickup Truck $29.31 24.00 $703.44 Arrow Board - 2 EA Rental $20.00 80.00 $1,600.00 Barrel Trailer $15.96 4.00 $63.84 $o.DO $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $o.00 Trucking - Striaght Time $0.00 0.00 Trucking - Over Time $0.00 $0.00 Trucking - Double Time $0.00 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) DESCRIPTION AMOUNT Indiana Traffic Systems $2,300.00 4 EA RCA's, 4 EA RT. Lane Closed Ahead, 4 EA Dcglegs 12 EA, Type A Signs @ $150/EA = $1,800 $500 Mobilization Charge Traffic Control Signs Single Lane Closures - After RAB Open to Traffic $2,367.28 (23) $0.00 (24) $000 (25) $2,367.28 (26) $284.07 (27) 651.35 (26) TOTAL SUBCONTRACT W EEK ENDING $2,300.00 (29) 10 % x LINE (30) $3,000.00 OR LESS $230.00 (31) 7 %x LINE (30) OVER $3,000.00 $0.00 (32) GRAND TOTAL FOR SUBCONTRACTORS: LINES (30) + (31) + (32) $2,530.00 (33) TOTAL OF WORK COMPLETED FOR THE WEEK TOTAL LINES (12), (17), (22), (28) & (33) $9,190.22 (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) $9,190.22 (37) Page 2 of 2 L ---- WATGH . www,equipmentwatrh.com Rental Rate Blue Book® On -Highway Light Duty Trucks Miscellaneous Models Size Class: 200 -299 HP Configuration for On -Highway Light Duty Trucks July 26, 2011 Power Mode Gasoline Cab Type = Crow.. Axle Configuration 4X2 Ton Rating 3/4 Horsepower 285.0 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" Operating Costs Monthly Weekly Daily Hourly Hourly Hourly Published Rates $775.00 $215.00 $54.00 $8.00 $24.95 $29.35 Adjustments Region (Indiana: ($7.75) ($2.15) ($0:54) ($0.08) 99%) Model Year (2011: - - 100%) Ownership (100%) - - - Operating (100%) - Total: $767.25 $212.85.. $53.46 $7.92 $24.95 $29.31 Rate Element Allocation " Element Percentage Value Depreciation (ownership) 58% $449.50 / mo Overhaul (ownership) 27% $209.251 mo CFC (ownership) 5% $38.751 mo Indirect (ownership) 10% $77.50 / mo Fuel (operating)@$3.84 :, 83% $20.79 / hr Revised Date: 2nd Half 2011 All material herein © 2003-2011 Penton Media, Inc. All rights reserved. Page 1 of 1 _�. UGHTING QUANTITY SUMMARY TABLE a; S; 1 Mn.17r rvelMaravaa ln^nN}nQ ('MaXa. 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LIGHTING DETAILS cnmwn ml Mike Compton From: Charlie Teschendorf <charlie.sci@sbcglobal.net> Sent: Wednesday, August 09, 2017 10:09 AM To: Mike Compton Subject: Re: 16 -ENG -53 Mike, Yes the prices are for complete installation. I have a lead time for 6-8 weeks from signal equipment supplier. I am waiting on a lead time from the pedestal supplier. It will take us 5 days to complete the work once we have all the material. Thank you, Charlie Teschendorf President Signal Construction Inc. 5639 West U.S. 40 Greenfield, IN 46140 O 317.894.0120 C 317.698.4267 F 317.894.2121 From: Mike Compton <mcompton@rieth-riley.com> To: Charlie Teschendorf <charlie.sci@sbcglobal.net> Sent: Wednesday, August 9, 2017 8:43 AM Subject: RE: 16 -ENG -53 Charlie: To clarify, the prices below are for a complete installation, by Signal, of the RRFB's. Checking to make sure that I do not have to add any additional cost to the Change Order, on Rieth-Riley's end. Is there any lead time for obtaining materials? How many days of work will Signal have installing the RRFB's? I will ask for additional days for time on the CO. From: Charlie Teschendorf [mailto:charlie.sci@sbcglobal.net] Sent: Wednesday, August 09, 2017 8:23 AM To: Mike Compton <mcompton@rieth-riley.com> Cc: Chris Wainscott <chrisw.sci@sbcglobal.net> Subject: Re: 16 -ENG -53 Mike, Sorry for the delay. The cost for the RRFB's are: QTY Ea RRFB 8 $6,790.00 Foundation 8 $600.00 Total $59,120.00 Thank you, Charlie Teschendorf President Signal Construction Inc. 5639 West U.S. 40 Greenfield, IN 46140 O 317.894.0120 C 317.698.4267 F 317.894.2121 From: Mike Compton <mcompton a(�.rieth-riley.com> To: Charlie Teschendorf <charlie.sci a)sbcglobal.net>; Chris Wainscott <chrisw.sci(a)sbcglobal.net> Cc: Paul Ruschmeier <Pruschmeier anrieth-riley.com> Sent: Tuesday, July 18, 2017 9:54 AM Subject: 16 -ENG -53 Charlie/Chris: 2 The City of Carmel is requesting a price for 8 EA, Rectangular Rapid Flashing Beacons (RRFB) on our 116th St. and Towne Rd. roundabout. Attached, please find the specifications and plan drawings for the RRFB changes. Pricing to include the complete installation of the RRFB. Please forward any questions to Jason Buck with Clark Dietz... 'ash on.buckQclarkdietz.com f TN- EYCoruSWCTION CO., IJVC. 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