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HomeMy WebLinkAboutRieth-Riley Construction Co, Inc/Eng/CO #3/8,361.44/96th & Hazel Dell RAB - Project #16-ENG-35S � vN F'c me,.( v.► 18AC,Y-v P I N F O City of Carmel Project 16 -ENG -35 96th Street and Hazel Dell RAB CHANGE ORDER #3 As part of Construction Change #1 — Revision #2 redesign of the storm structures on the south side of 96" St. and Hazel Dell it was later determined that Structures 302 and 303 could be changed from manholes to inlets, this change was accounted for in the approval of the shop drawings prior to the release of construction change #2. Also, Structure 204 required upsizing from a J-4 Manhole to a K-4 Mod Manhole to accommodate the necessary pipes, this change was also accounted for in the shop drawing approval process. With the addition of the Aesthetic Wall on the N.W. corner, which is going to be constructed as part of the Keystone project, there were some minor changes to the ditch grade in this area. Some adjustments to additional quantities were made that are associated with Construction Change #2 and are listed below. Construction Change #2 — Revision #3 is dated 1/31/18 and was released to the contractor on 2/15/18. Contract Price prior to this Change Order ------------------------------------------------------------------------------------------ Contract Price will be increased/decreased by this Change Order -------------------------------------------------------------------------------------- $1,584,344.14 $8,361.44 New Contract Price including this Change Order $1,592,705.58 Amount Adjusted Contract Price Cumulative % Change from Original Contract Original Contract $1,588,508.79 $1,588,508.79 N/A C01— Const Chng 1 Storm Water Bond $(4,164.65) $1,584,344.14 (0.3%) CO2 — MM Add Insured General Oblig. Bond $0.00 $1,584,344.14 (0.3%) CO 3 — Const Chng 2 General Oblig. Bond $5,111.10 $1,589,455.24 0.06% CO 3 — Const Chag 2 Storm Water Bond $3,250.34 $1,592,705.58 0.3% CITY OF CARMEL TO: CONTRACT CHANGE ORDER NO.: 3 Chris Ogg DATE: 3/22/2018 One Civic Square PROJECT NAME: 16 -ENG -35 Carmel, IN 46032 CITY REQ. NO.: N/A CITY PO NO.: 100624 - General Obligation Bond CITY PO DATE: 8/2/2017 I. You are directed to make the following changes in this Contract: (Brief Description) As part of Construction Change #1— Revision #2 redesign of the storm structures on the south side of 96th St. and Hazel Dell it was later determined that Structures 302 and 303 could be changed from manholes to inlets, this change was accounted for in the approval of the shop drawings prior to the release of construction change #2. Also, Structure 204 required upsizing from a J-4 Manhole to a K4 Mod Manhole to accommodate the necessary pipes, this change was also accounted for in the shop drawing approval process. With the addition of the Aesthetic Wall on the N.W. comer, which is going to be constructed as part of the Keystone project, there were some minor changes to the ditch grade in this area. Some adjustments to additional quantities were made that are associated with Construction Change #2 and are listed below. Construction Change #2 — Revision #3 is dated 1/31/18 and was released to the contractor on 2/15/18. SCHEDULED ADJUSTMENT ITEM AMOUNT +) OR H DAYS 004V 40 CYS x $33.23 = $1,329.20 0 0051 675 CYS x $5.13 = $3,462.75 0 013J 3 LBS x $ 1. 10 = $3.30 0 043 55 SYS x $0.56 = $30.80 0 044 5 CYS x $57.01 = $285.05 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. No.: N/A Other: The changes result in the following adjustment of Contract Price and Contract Time: Contract Price prior to this Change Order $_1,584,344.14 Contract Price will be increased/decreased by this Change Order $5,111.10 New Contract Price including this Change Order $_1,589,455.24 Contract Time Prior to this Change Order 74 Days 12/13/17 Completion Date Net increased/decreased resulting from this Change Order 0 Days AR -6 Version 2016-08-31 Current Contract Time including this Change Order 74 Days 12/13/17 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 CHA ENGINEER 300 S. Meridian Street The Above Changes Are Accepted: Rieth-Riley Construction CONTRACTOR 1751 W. Minnesota Street Address Address Indianapolis, IN 46225 Indianapolis, IN 46221 City/State/Zip Z'� (I Phone: 317 - 46131 co p Date: '413//a City/State/Zip Approved: Jeremy Kashman, PE, City Engineer AR -6 Version 3016-08-31 CITY OF CARMEL TO: CONTRACT CHANGE ORDER NO.: 3 Chris Ogg DATE: 3/22/2018 One Civic Square PROJECT NAME: 16 -ENG -35 Carmel, IN 46032 CITY REQ. NO.: N/A CITY PO NO.: 100637 -Storm Water Bond CITY PO DATE: 8/9/2017 I. You are directed to make the following changes in this Contract: (Brief Description) As part of Construction Change #1— Revision #2 redesign of the storm structures on the south side of 96`s St. and Hazel Dell it was later determined that Structures 302 and 303 could be changed from manholes to inlets, this change was accounted for in the approval of the shop drawings prior to the release of construction change #2. Also, Structure 204 required upsizing from a J-4 Manhole to a K-4 Mod Manhole to accommodate the necessary pipes, this change was also accounted for in the shop drawing approval process. With the addition of the Aesthetic Wall on the N.W. corner, which is going to be constructed as part of the Keystone project, there were some minor changes to the ditch grade in this area. Some adjustments to additional quantities were made that are associated with Construction Change #2 and are listed below. Construction Change #2 — Revision #3 is dated 1/31/18 and was released to the contractor on 2/15/18. ITEM AMOUNT 017' (3 CYS x $27.85 = $83.55) 048/ 2 LFT x $61.66 = $123.32 0511 (2 LFT x $85.73 = $171.46) 056 / (4 CYS x $61.00 = $244.00) 057/ (25 SYS x $2.50 = $62.50) 058 / (2 EA x $3,287.32 = $6,574.64) 061,' 1EA x $2,403.43 = $2,403.43 068 (1 EA x $4,643.20 = $4,643.20) New 103 1 EA x $2,699.08 = $2,699.08 New 104 1 EA x $9,803.86 = $9,803.86 SCHEDULED ADJUSTMENT (+) OR (-) DAYS 0 0 0 0 0 0 0 0 0 0 11. 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. No.: N/A Other: The changes result in the following adjustment of Contract Price and Contract Time: Contract Price prior to this Change Order $ 1,589,455.24 Contract Price will be increased/decreased by this Change Order $ 3,250.34 AR -6 Version 2016-08-31 In Current Contract Time including this Change Order 74 Days 12/13/17 Completion Date M 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 CHA ENGINEER 300 S. Meridian Street Address Indianapolis, IN 46225 City/State/Zip The Above Changes Are Accepted: Rieth-Riley Construction CONTRACTOR 1751 W. Minnesota Street Address Indianapolis, IN 46221 City/State/Zip Approved: James Brainard, Mayor Mary Ann Burke, Member Lori Wa n, Member Je5prfKasfirnan, PE, City Engineer By ~ - ATTEST: Phone: 3 17- 407.3 7U O Phoner D ute: 4131 18 Datc: Version 2016-08-31 Christine S Pauley, Clerk- Treasurec Date: Andres, Brian gym: Ogg, Chris <cogg@carmel.in.gov> sent: Tuesday, March 20, 2018 9:38 AM To: Andres, Brian Cc: Schultz, Chris Subject: RE: Rieth-Riley Construction Change 2 - Submitted Cost Review Brain, Thanks for vetting this. Please go ahead and create the CO for signatures. Chris Ogg, PE Assistant City Engineer Carmel Eneineerine Department One Civic Square Carmel IN, 46032 0: 317.571.2436 C: 317.945.7777 cosg@carmel.in.gov A Please consider the environment before prinwig this e-niail From: Andres, Brian[mailto:BAndres@chacompanies.com] Sent: Monday, March 19, 2018 5:08 PM 'r'o: Ogg, Chris Schultz, Chris Subject: Rieth-Riley Construction Change 2 - Submitted Cost Review Chris I have reviewed Rieth-Riley's submitted costs for Construction Change #2 — New Items Inlet M-10 and Manhole K-4, Modified. The submitted costs are higher that what CHA provided in their estimated costs for this change, and are on the high end of the INdot Avg. Unit prices, but are lower or comparable to the unit prices for Delegates and Gray RAB. Item Rieth-Riley Submitted CHA Estimate Indot Avg High Delegate Row Gray Rd M-10 Inlet $2,699.08 $2,290.34 $2,767.52 N/A N/A Mahnhole, K4, Modified $9,803.86 $7,068.33 $9,500.00 $10,274.83 $16,606.08 Based on the provide information I think that Rieth-Riley's submitted pricing would appear to be acceptable. I have attached all the information for your review and approval. Let me know if you have any questions. Thanks Brian mail secured by Check Point 36 11< INDOT ITEM ITEM NO. 4 DESCRIPTION EXCAVATION, COMMON ORIG. QTY. 2,035 REV. QTY. 2,075 DIFF. QTY. UNIT 40 CYS RIETH UNIT COST $ 33.23 RILEY S COST DIFF. 1,329.20 203-02000 203-02070 5 BORROW 2,540 3,215 675 CYS $ 5.13 S 3,462.75 205-11591 13 TEMPORARY SEED MIXTURE 381 384 3 LBS $ 1.10 S 3.30 211-09264 17 STRUCTURE BACKFILL, TYPE 1 1,178 1,175 (3) CYS $ 27.85 $ (83.55) 621-06560 43 MULCHED SEEDING U 6,137 6,192 55 SYS $ 0.56 S 30.80 621-06570 44 TOPSOIL 511 516 5 CYS S 57.01 S 285.05 715-05149 48 PIPE, TYPE 2, CIRCULAR, 12 IN. 1,031 1,033 2 LFT S 61.66 $ 123.32 715-05156 51 PIPE, TYPE 2, CIRCULAR, 30 IN. 237 235 (2) LFT $ 85.73 S (171.46) 718-52610 56 AGGREGATE FOR UNDERDRAINS 112 108 (4) CYS S 61.00 $ (244.00) 718-99153 57 GEOTEXTILES FOR UNDERDRAIN 1,171 1,146 (25) SYS S 2.50 $ (62.50) 720-01091 58 MANHOLE, C10 MODIFIED 3 1 (2) EA S 3,287.32 $ (6,574.64) 720-45045 61 INLET, J10 4 5 1 EA S 2,403.43 $ 2,403.43 720-95422 68 MANHOLE, J4 4 3 (1) EA $ 4,643.20 $ (4,643.20) 720-45055 103 INLET, M10 (Added Item) - 1 1 EA $ 2,699.08 S 2.699.08 720-92884 104 MANHOLE, K4 MODIFIED (Added Item) - 1 1 EA $ 9.803.86 S 9.803.86 16 -ENG -35 CONSTRUCTION CHANGE NO 2 ESTIMATE S 8.361.44 HIL<1LEY CCo. , INC. 100% Quality • 100% Employee Owned • Over 100 Years TO: Brian Andres ATTN: Brian Andres We Are Sending: Shop Drawings Letter Prints/Plans X Change Order Samples Specifications Other: Brian, LETTER OF TRANSMITTAL DATE: 3/14/18 PROJECT: 96T" & Hazel Dell Pkwy 16 ENG 35 JOB #: 3200723 RE: M10 Inlet and K4 Manhole Submitted For: X Approval Your Use As Requested Review and Comment Sent Via: Email Attached Separate Cover Via: Action Taken: Approved as Submitted Approved as Noted Returned After Loan Resubmit Copies Submit Copies Returned Returned for Corrections Due Date: Rieth-Riley Construction offers the following unit prices for adding of structures per construction change No. 2. EWA M10 Inlet 1 EA $2,700.00 $2,700.00 $2,699.08 EWA K4 Manhole I EA 59,803.86 $9,803.86 If you have any questions regarding this proposal, feel free to contact me. Thank you. Sincerely Stene J`2ntHaenBen Steve Rothgerber Project Manager P.O. Box 276 • 1751 W. Minnesota St. • Indianapolis, IN 46206 Phone: (317) 634-5561 • www.rieth-riley.com MM TERIAL 109.05(b)(3) urchased or Manufactured Description Quantity Unit Unit Price Extenstion EXTENSION f $0.00 $ $ $ S 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 (b)(4) $0.00 (16) $0.00 (19) $0.00 (20) $0.00 (21) $0.00 (22) Equipment # CONTRACTOR OWNED EQUIPMENT FHWA HOURLY RATE Days EXTENSION (25) $0.00 $0.00 $0.00 $0.00 $0.00 (26) $000 _ _ $0.00 TOTAL OF WORK COMPLETED FOR THE WEEK S000 $0.00 TOTAL LINES (12) 17),(22).(28)&(33) $0.00 $0.00 - $0.00 $000 _-- 50.00 50.00 TOTAL EXTRA WORK LINES. (34) + (35) + (36) 50.00 $0.00 50.00 50.00 Trucking - Striaght Time $0.00 $0.00 Trucking - Over Time $0.00 $0.00 Trucking - Double Time $0.00 $0.00 SUBCONTRACTORS 109.05 (b)(6) TOTAL EQUIPMENT TOTAL TRUCKING FUEL, LUBRICANTS AND TRANSPORTATION COSTS TOTAL LINES (23) + (24) + (25) 12 % x LINE (2e) GRAND TOTAL FOR EQUIPMENT: LINES (26) + (27) $0.00 123) $0.00 (24) $0.00 (25) $0.00 (26) $0.00 (27) $0.00 (26) DESCRIPTION AMOUNT Fox M10 Inlet $2,427.0-1 TOTAL SUBCONTRACT WEEK ENDING $2,427.01 (29) 10 % x LINE (30) $3,000.00 OR LESS $242.70 (31) 7 % x LINE (30) OVER $3,000.00 $0.00 (32) GRAND TOTAL FOR SUBCONTRACTORS. LINES(30)+(31)+(32) $2,669.71 (33) TOTAL OF WORK COMPLETED FOR THE WEEK TOTAL LINES (12) 17),(22).(28)&(33) $2,669.71 (34) 1 OF BOND RATE BASED UPON LINE (34) $26.70 (35) 10%x LINE (35) $2.67 (35) TOTAL EXTRA WORK LINES. (34) + (35) + (36) $2,69 (37) Page 2 of 2 N(�TERlAL 109.05 (b)(3) urchased or Manufactured Description Quantity I Unit Price Extensbon EXTENSION E f0.00 E f S _ f S $ E S $ MATERIALS PURCHASED MATERIALS MANUFACTURED TOTAL. LINE(18)+(19) 12 % x LINE (20) GRAND TOTAL FOR MATERIALS. UNE (20) + (21) EQUIPMENT 109.05 (6)(4) $0.00 (18) $0.00 (19) $0.00 (20) $0.00 (21) $0.00 (22) Equipment a CONTRACTOR OWNED EQUIPMENT FHWA HOURLY RATE Days EXTENSION TOTAL TRUCKING f0.00 $0.00 FUEL, LUBRICANTS AND TRANSPORTATION COSTS 50.00 $O:OO TOTAL LINES (23) + (24) + (25) sa-w $0.00 12 % x UNE (26) $0.00 $0.00 GRAND TOTAL FOR EQUIPMENT: LINES (26) + (27) $0.00 $0.00 1 Y OF BOND RATE BASED UPON LINE (34) $0_00 _ $0.00 $0.00 $0.00 10 % x LINE (35) $0.00 $0.00 TOTAL EXTRA WORK UN ES. (34) + (35) + (36) $0.00 _ $0.00 Trucking - SViaght Time 50.00 $0.00 Trucking - Over Time $0.00 $0.00 ` Trucking - Double Time 50.00 SUBCONTRACTORS 109.05 (1 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 (28) 12 % x UNE (26) $0.00 (27) GRAND TOTAL FOR EQUIPMENT: LINES (26) + (27) $0 OC (28) DESCRIPTION AMOUNT Fox K4 Manhole $8,978.68 TOTAL SUBCONTRACT WEEK ENDING $8,978.68 (29) 10 % x LINE (30) $3,000.00 OR LESS $300.00 (31) 7 % x UNE (30) OVER $3,000.00 $418.51 (32) GRAND TOTAL FOR SUBCONTRACTORS: UNES (30) + (31) + (32) $9,697.19 (33) TOTAL OF WORK COMPLETED FOR THE WEEK TOTAL LINES (12) (17), (22), (28) d (33) $9,697.19 (34) 1 Y OF BOND RATE BASED UPON LINE (34) $96.97 (35) 10 % x LINE (35) $9.70 (36) TOTAL EXTRA WORK UN ES. (34) + (35) + (36) $9,803.86 (37) Page 2 of 2 01 -Mar -18 Steve Rothgerber Project Manager Rieth Riley Construction Co. Inc. 1751 W Minnesota St Indianapolis, IN 46221 RE: CO - No 2 Extra Work Pricing Fox Contractors Corp. 5430 W. Ferguson Fort Wayne, Indiana 46809-9612 Ft. Wayne (260) 747-7461 Fax (260) 747-7717 Whitestown (317) 769-6291 Fax (317) 769-6294 www.foxcontractors.com Project 96th & Hazel Dell 16 -ENG -35 Fox Job No: 17-050 The foliwing Is pricing submitted as request for the changes in the drainage associated with the added structures in Change Order #2. Item spec "description quantity umit unit price total price 106 720-45055 M10 Inlet 1.00 ea $ 2,427.01 $ 2,427.01 107 720-92884 K4 Manhole - Modified (7' actual) 1.00 ea $ 8,978.68 $ 6,978.68 Re"' Beliver eliMineted sttaeteres 1.08 Ism -3,6@ ."" 51 3,81311-68 Total: $ ;'d'3777zr- 11,405.69 Eliminated structures item are for structures that have already been built that have been deleted per this revision. These structures will be delivered to the City of Carmel (unloading by others) at a location to be determined by the owner. Please issue a change order at your convenience so we can incorporate these changes into our subcontract. Respectfully yours; Brian K Kochersperger Engineering - Project Management Support Cc: B. Paul, Job File 17-050 INDOT ITEM ITEM NO. DESCRIPTION ORIG. QTY. REV. QTY. DIFF. QTY. UNIT RIETH RILEY UNIT COST COST DIFF. 203-02000 4 EXCAVATION, COMMON 2,035 2,075 40 CYS $ 33.23 S 1,329.20 203-02070 5 BORROW 2,540 3,215 675 CYS S 5.13 $ 3,462.75 205-11591 13 TEMPORARY SEED MIXTURE 381 384 3 LBS $ 1.10 S 3.30 211-09264 17 STRUCTURE BACKFILL, TYPE 1 1,178 1,175 (3) CYS $ 27.85 S (83.55) 621-06560 43 MULCHED SEEDING U 6,137 6,192 55 SYS $ 0.56 S 30.80 621-06570 44 TOPSOIL 511 516 5 CYS S 57.01 S 285.05 715-05149 48 PIPE, TYPE 2, CIRCULAR, 12 IN. 1,031 1,033 2 LFT $ 61.66 $ 123.32 715-05156 51 PIPE, TYPE 2, CIRCULAR, 30 IN. 237 235 (2) LFT S 85.73 $ (171.46) 718-52610 56 AGGREGATE FOR UNDERDRAINS 112 108 (4) CYS $ 61.00 $ (244.00) 718-99153 57 GEOTEXTILES FOR UNDERDRAIN 1,171 1,146 (25) SYS $ 2.50 $ (62.50) 720-01091 58 MANHOLE, CIO MODIFIED 3 1 (2) EA S 3,287.32 S (6,574.64) 720-45045 61 INLET, J 10 4 5 1 EA S 2,403.43 $ 2,403.43 720-95422 68 MANHOLE J4 4 3 (1) EA $ 4,643.20 $ (4,643.20) 72045055 103 INLET, M10 (Added Item) - 1 1 EA -$-----2699-0-8---$ $ 2,699.08 720-92884 104 MANHOLE, K4 MODIFIED (Added Item) - I 1 EA S 9,803.86 S 9.803.86 16 -ENG -35 CONSTRUCTION CHANGE NO 2 ESTIMATE $ 8.36144 CogT CO M(gypa% SO N *- PROJECT: 16 -ENG -33 -1r 96TH STREET AT DELEGATES ROW DRAINAGE ITEMS DRAINAGE ITEMS RIETH-RILEY BID ITEM NO. DESCRIPTION QTY. UNIT UNIT COST TOTAL COST 16 STRUCTURE BACKFILL, TYPE 1 1,083 CYS $ 25.74 $ 27,876.42 17 FLOWABLE BACKFILL, NON -REMOVABLE 18 CYS $ 80.02 $ 1.440.36 46 PIPE. TYPE 2, CIRCULAR. 36 IN. 342 LFT $ 98.15 $ 33.567.30 47 PIPE, TYPE 4, CIRCULAR, 6 M. 1,772 LFT $ 5.50 $ 9.746.00 48 PIPE, TYPE 2. CIRCULAR, 12 IN. 1,004 LFT $ 50.59 $ 50.792.36 49 PIPE, TYPE 2. CIRCULAR, 18 IN. 194 LFT $ 88.66 $ 17,200.04 50 PIPE, TYPE 2, CIRCULAR, 30 IN. 16 LFT $ 84.18 $ 1,346.88 52 VIDEO INSPECTION FOR PIPE 1,540 LFT $ 1.28 $ 1.971.20 53 PIPE END SECTION, DIAMETER 30 M. I EACH $ 1,935.77 $ 1,935.77 56 AGGREGATE FOR UNDERDRAINS 116 CYS $ 45.10 $ 5,231.60 57 GEOTEXTILES FOR UNDERDRAIN 1,198 SYS $ 1.75 $ 2,096.50 58 MANHOLE, C10 MODIFIED 10 EACH S 2.998.18 $ 29.981.80 59 BEST MANAGEMENT PRACTICES (WATER QUALITY) I EACH S 22.959.48 $ 22,959.48 60 CASTING. ADJUST TO GRADE (EX STRS) 6 EACH S 450.51 $ 2.703.06 61 CASTING. TYPE 7. FURNISH AND ADJUST TO GRADE I EACH $ 870.46 $ 870.46 62 CATCH BASIN, K 10 MODIFIED 13 EACH S 3,070.66 $ 39,918.58 63 MANHOLE, C4 15 2 EACH EACH $ 3.111.47 S 10,274.83 $ $ 46.672.05 20,549.66 64 MANHOLE, K4 65 CATCH BASIN. R13. MODIFIED 2 EACH S 3,094.53 r8 . 66 MANHOLE, J4 3 EACH S 6.103.55 $ 18,310.65 107 GEOTEXTILES 1 SYS S 778.29 $ 778.29 108 RIPRAP. REVETMENT I TON $ 297.07 $ 297.07 109 MANHOLE, J 10 MODIFIED I EACH $ 5,379.81 $ 5,379.81 110 INLET, JIO 1 EACH $ 2,127.31 S 2,127.31 111 MANHOLE. C7, MODIFIED 1 EACH I $ 2.738.75 $ 2.738.75 TOTAL DRAINAGE ITEMS: S 352,680.46 (7) C05T CO PAP A2 t S o N *' PROJECT: 16—ENG-34 * 96TH STREET AND GRAY ROAD DRAINAGE ITEMS ITEM NO. DRAINAGE ITEMS DESCRIPTION QTY. UNIT RIETH—RILEY BID i UNIT COST TOTAL COST 19 STRUCTURE BACKFILL, TYPE 1 690 CYS $ 30.90 $ 21,321.00 20 FLOWABLE BACKFILL, NON—REMOVABLE 26 CYS $ 117.12 $ 3,045.12 50 PIPE, TYPE 2, CIRCULAR, 15 IN. 121 LFT $ 58.96 $ 7,134.16 51 PIPE, TYPE 4, CIRCULAR, 6 M. 1,630 LFT $ 5.50 $ 8,965.00 52 PIPE, UNDERDRAIN. OUTLET 6 IN. 11 LFT $ 20.00 $ 220.00 53 PIPE, TYPE 2, CIRCULAR, 12 IN. 990 LFT $ 56.56 $ 55,994.40 54 PIPE, TYPE 2, CIRCULAR, 18 IN. 83 LFT $ 60.24 $ 4.999.92 55 PIPE, TYPE 2, CIRCULAR. 30 IN. 139 LFT $ 154.61 $ 21,490.79 56 VIDEO INSPECTION FOR PIPE 1,333 LFT $ 1.28 $ 1.706.24 58 AGGREGATE FOR UNDERDRAINS 97 CYS $ 45.10 $ 4,374.70 59 GEOTEXTILES FOR UNDERDRAIN 1,044 SYS $ 1.75 $ 1,827.00 60 MANHOLE, C10 MODIFIED 4 EACH $ 2,771.21 $ 11,084.84 61 MANHOLE, J10 MODIFIED I EACH $ 3,722.64 $ 3.722.64 62 MANHOLE, J7 MODIFIED 2 EACH $ 4,850.10 $ 9.700.20 63 BEST MANAGEMENT PRACTICES, WATER QUALITY 1 EACH $ 24.845.06 $ 24.845.06 64 CATCH BASIN, K10 MODIFIED 21 EACH $ 2,872.80 $ 60.328.80 65 MANHOLE, C4 21 EACH $ 3.760.73 $ 78,975.33 66 MANHOLE, C7 MODIFIED 1 EACH $ 2,738.75 $ 2,738.75 67 MANHOLE, K4 'lEACH $ 16,606.08 $ 16,606.08 68 CATCH BASIN. R13, MODIFIED 2 EACH $3,094.3 $6.189.06 69 MANHOLE, J4 4 EACH $ 12,656.85 $ 50,627.40 TOTAL DRAINAGE ITEMS: $ 395,896.49 tam JrPU4m3-RMj...P—w tlmp—v -mkvm I ;;, 1 —1 —"'d OMMMb I flnoiW t1 [S1R 'MW pas uqpm -vp.wfspm Mw :um IQ .7%—" W." P -PRM q .1 .3.0 .3m p f-mdo (t. lJOIA-d em —ARM Not —A -.A fitsvw"$ *—V -M MIMMU 31MMVum T It. ""P—mm M 0-11 " cDl Vi C-41 00% ZrLK'a 6=N W" . MW31t uMtl i$ n.IK IT Unit 'rebs: Section 700 11 s -1-1z It - 21 Ener et km 3 Raryel, lkal h ll DA0krrt: select %of P.ke MW 41 Eller New Pk. Ent., Cant red Nun to Get Data: Ne 12 Him 57.6Rn6e Saw $9.66 T Mr w Awra4e Y.Ran .ar r11 Seled one Nam Sunil em ti t v K l t -o ,^' EWerei Data •211~Aen9e Mb O -0r. 1 MMG.ea11M 2 Mb AV—* �m Me. A.-& i1LU%T§6 bran 7e 2636 IIa1R 7eae 2016 N: lS •JI OArbnol: %.4 plot Range b M bdo4ed (Dalank SOY4: gtinnal: L Ovdo... Min: ST.56660 50.0% la .� 75�Fm, n.novri ©© 9faC ff391090 ivrrr: ©© Sl.fthl Aa.: We15hMd A,-..% <9s%caaR4. < Millan Std ON. gIW1/: N... vl New wKa:GO O P. I Conraat Wort TWu None Rem No It— DMc Mem S.IPP Unit Unit Pd. Q-0 A..,M 01st Mir 1enYt0e analle7 R 93519 Road aeha613N4R SwW& 1 72694612 Manhole K4 EACH 53.030.ri i 56,06159 S lali 2MA 02X7/2016 OVIS/2013 $3,065.117 N.— Parm9 i caom uo bn R 3376 noad+id. Wort. Olher 1 71694612 Manhole K4 EACN 56,3Da.D i $60200.00 F 2016 DU10/2a6 0/17/2016 S9M.291 boob C.er.mKll9a CVq lac R 34156 Pa neat Revak Or Rehol, 1 726900 Manhole K4 EACH 55.6000 i $1 dmw C Mlon 2016 07X3/7036 02/11/2016 PM,774NW Mn R 3451$ Road Comlralbn 1 726M IZ Manhole K4 .Manhole tiA EACH $7,300.0 2 $14,UWW F Nen 7017 W31/1017 10/191:017 $12,120, Ihend69rown me R 35M Paw.mwnn ,lxRehab 1 726%% Manhole K4 EACH 59.500210 1 59,5000 F 2016 01113/2016 01/22/2036 5L%LJ37 011-1 CNV Conractan m[ R 35293 Road Rehab 3R/4A 1 72694612 Manhole KA EACH $2,600.00 1 52,60000 C 2017 01/19/3017 01/75/2017 52,147,4 WANe ComlNcddn In R 36627 meraenbn —1 1 72694612 ""k K4 i EACH 54,70000 1 $4,70000 G 2016 07/15/]016 07li S7,At, 94f GraMtln 9 36341 Rntenactbn lm—amenl 1 72694612 Manhole K4 EACH 56.DSS.00 1 $6,05500 G Nam4ton Alf Il/16/Ml6 11/23/2016 52AW91330 Cplpen7lra P 37204 awd RMeb (3a/NI 1 ]2694611 MaNnk K4 EACH $6,00000 1 $6.000.0 C 2018 02X1/2019 01/22/2036 $3.066. Calumal C7rV [arrtractan Inc A 37721 awe RMa9 (3R/4R i1 ] )2094611 Menhok K4 EAd $6,27500 1 $6,77500 f Nook 2017 01X1/201] 03/14/2017 513315 APIConW--Cory R 37fOS aoadsrde Wat 3 ]2091617 Manhole K4 FACN $5.%0000 2 $11.000.00 S in Zola 01/W2014 01/31/2030 $1711.6ri Dare Ombra EonratlaK R 37506 Rose Reha61111/4R SlarMa 1 776946/1 MaMmk K4 EACNI 550000.00 2 $IO.WOJ.1 F SI..ten I 2036 I 01/142016 01/74/2016 51.5X458 eIodJl Conar.Cimn C�-IM f Page 1 of 1 Memo To: Doug Haney, Corporation Counsel From: Lisa Scott CC: Jeremy Kashman Date: 04/11/18 Re: C.O. #3 — 96th Street and Hazel Dell RAB Project #16 -ENG -35 Doug, please find attached 1 original of same change order for Project #16 -ENG -35 96th Street and Hazel Dell RAB. Please review & initial for the next BPW Meeting. Change Order #3 - Original Contract Amount: $1,588,508.79 Increase: $3,250.34 New Contract Amount $1,592,705.58 Thank you, Lisa Scott • Page 1