The URL can be used to link to this page

Home My WebLink AboutSub-Surface of Indiana, Inc/Eng/2,500/CO #4/Bridlebourne Drainage ModificationsCITY OF CARMEL TO: Sub -Surface of Indiana, Inc. CONTRACT CHANGE ORDER NO.: #4 7225 West 700 South DATE: June 20, 2016 Morgantown, IN 46160 PROJECT NAME: Bridlebourne Drainage Modifications Project No. 13-07 CITY REQ. NO.: CITY PO NO.: 25291 CITY PO DATE: You are directed to make the following changes in this Contract: (Brief Description) ITEM AMOUNT+) OR (-) DAYS See Attached Sheets 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.: NA W.D.C. No.: NA Other: The changes result in the following adjustment of Contract Price and Contract Time: Contract Price prior to this Change Order $ 357,517.08 Contract Price will be decreased by this Change Order $ 2,500.00 New Contract Price including this Change Order $ 355,017.08 Contract Time Prior to this Change Order NA Days NA Completion Date Net increased/decreased resulting from this Change Order NA Days Current Contract Time including this Change Order NA Days NA 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 Department of Enaineerin ENGINEER One Civic Square Address Carmel IN, 46032 City/State/Zip By: 04217 Q n nam (signature Phone: (317) 571-2441 The Above Changes Are Ap roved: CONAccepS T f \ TRACTOR s Brain rd, M Address City/State/Zip int namah , A re) A(, Date: 6 —.50 –A; Date: 2 - .S- moo/& 669 Lori Watson, Member ATTEST: BRIDLEBOURNE DRAINAGE MODIFICATIONS - PROJECT NO. 13-07 ITEM NO. DESCRIPTION UNITS UNIT PRICE ORIGINAL ESTIMATE QUANTITY AMOUNT FINAL ESTIMATE QUANTITY AMOUNT OVERRUNS UNERRUNS QUANTITY AMOUNT QUANTITY AMOUNT 1 Construction Engineering LSUM 9,000.00 1.00 9,000.00 1.00 9,000.00 2 Mobilization & Demobilization LSUM 25,000.00 1.00 25,000.00 1.00 25,000.00 3 Clearing Right of Way LSUM 17,000.00 1.00 17,000.00 1.00 17,000.00 4 Common Excavation CYS 7.00 17,975.00 125,825.00 17,975.00 125,825.00 5 Tree, Remove & Replace EACH 785.00 7.00 5,495.00 7.00 5,495.00 6 Fence, Remove & Replace LFT 60.00 54.00 3,240.00 54.00 3,240.00 7 Stone Paver, Salvage & Replace SYS 185.00 55.00 10,175.00 55.00 10,175.00 8 Storm Structure, Remove EACH 600.00 6.00 3,600.00 6.00 3,600.00 9 Pipe, 12" RCP, Remove LFT 20.00 117.00 2,340.00 120.00 2,400.00 3.00 60.00 10 Pipe, 15" RCP, Remove LFT 10.00 220.00 2,200.00 232.00 2,320.00 12.00 120.00 11 Pipe, 18" RCP, Remove LFT 10.00 232.00 2,320.00 246.00 2,460.00 14.00 140.00 12 Pipe, 24" RCP, Remove LFT 15.00 151.00 2,265.00 144.00 2,160.00 7.00 105.00 13 Curb, Concrete, Remove LFT 18.00 44.00 792.00 54.00 972.00 10.00 180.00 14 Curb, Concrete LFT 57.00 44.00 2,508.00 54.00 3,078.00 10.00 570.00 15 Coarse Aggregate, #2 Stone TONS 20.00 210.00 4,200.00 210.70 4,214.00 0.70 14.00 16 Structural Backfill CYS 40.00 34.00 1,360.00 34.00 1,360.00 17 Pipe, Circular, RCP, 18 IN LFT 43.00 140.00 6,020.00 140.00 6,020.00 18 Pipe, Circular, RCP, 30 IN LFT 57.00 151.00 8,607.00 144.00 8,208.00 7.00 399.00 19 Pipe, Circular, RCP, 36 IN LFT 57.00 586.00 33,402.00 586.00 33,402.00 20 Manhole, Type J EACH 41100.00 4.00 16,400.00 5.00 20,500.00 1.00 4,100.00 21 Concrete End Section, 18 IN EACH 400.00 2.00 800.00 2.00 800.00 22 Concrete End Section, 30 IN EACH 600.00 1.00 600.00 1.00 600.00 23 Concrete End Section, 36 IN EACH 850.00 2.00 1,700.00 2.00 1,700.00 24 Compacted Aggregate, No. 8 TONS 18.00 29.00 522.00 197.72 3,558.96 168.72 3,036.96 25 Maintenance of Traffic LSUM 1,700.00 1.00 1,700.00 1.00 1,700.00 26 Mobilization & Demobilization for Seeding EACH 500.00 2.00 1,000.00 2.00 1,000.00 27 Catch -All Inlet Protection EACH 250.00 4.00 1,000.00 4.00 1,000.00 28 Silt Fence Inlet Protection EACH 100.00 3.00 300.00 3.00 300.00 29 Silt Fence LFT 1.33 2,860.00 3,803.80 1,840.00 2,447.20 1,020.00 1,356.60 30 Erosion Control Blanket SYS 1.52 3,957.00 6,014.64 3,957.00 6,014.64 31 Riprap, Class 2 TONS 45.00 305.00 13,725.00 184.36 8,296.20 120.64 5,428.80 32 Rock Check Dam EACH 825.00 3.00 2,475.00 1.00 825.00 2.00 1,650.00 33 Seeding & Restoration SYS 0.90 31,417.00 28,275.30 31,417.00 28,275.30 34 Dewatering LSUM 4,315.26 1.00 4,315.26 1.00 4,315.26 C01 Change Order#1 - Waterline Work LSUM 6,860.62 1.00 6,860.62 1.00 6,860.62 CO 2 Change Order #2 - Light Pole & Trees LSUM 3,394.90 1.00 3,394.90 1.00 3,394.90 CO 3 Change Order #3 - Final LSUM Page 1 of 2 CO 4 Change Order #4 - Spruce Trees Deduction LSUM 2,500.00 0.00 0.00 1.00 -2,500.00 1.00 2,500.00 TOTALS 1 347,980.001 355,017.08 18,476.48 11,439.40 7,037.08 Page 2 of 2 BRIDLEBOURNE DRAINAGE MODIFICATIONS (PROJECT NO. 13-07) CHANGE ORDER #4 Item No. Item 5 Tree, Remove and Replace - 7 Norway Spruce trees did not survive the winter months. The trees were removed and new Norway Spruce trees were replanted by the HOA. A deduction was made for the loss of the trees. (Underrun LSum = $2,500.00) 7 checks payable to Sub -Surface of Indiana, Inc. Payment is expected within 30 days unless other mutually agreeable arrangments have been made. CUSTOMER - City of Carmel PROJECT - Bridlebourne Drainage Modifications, Project No. 13-07 CONTRACTOR - Sub-Surface of Indiana. Inc. FINAL RETAINAGE PAY ESTIMATE NO. 6 For work done during the period of: 11/16/2015 through 6/30/2016 � Bid Unit Scheduled Quantity Installed in Quantity I ( Total Quantity Total Pay to Total Pay this Description Bid Quantity Price Amount Previous Pay Installed this 1 To Date Date Estimate n Estimates pay Estiamte f 1 Construction Engineering 1 LS $ 9,000.00 $9,000.00 1.00 LS I LS 1.00 LS $9,000.00 $ 2 Mobilization & Demobilization 1 LS $ 25,000.00 $25,000.00 1.00 LS LS 1.00 I LS $25,000.00 $ 3 Clearing of Right of Way 11 LS $ 17,000.00 $17,000.00 1.00 LS LS 1.00 LS $17,000.00 $ 4 Common Excavation 17,975. CYS $ 7.00 $125,825.00 17975.001 CYS I CYS 17975.00 I CYS $125,825.00 $ 5 Tree, Remove and Replace 7 EA $ 785.00 $5,495.00 7.00 EA EA 7.00 EA $5,495.00 $ 6 Fence, Remove and Restore 54 LFT $ 60.00 $3,240.00 54.00 LFT LFT. { 54.00 LFT $3,240.00 $ 7 Stone Paver, Salvage and Replace 551 SYD $ 185.00 $10,175.00 55.00 SYD SYD 55.00 , SYD $10,175.00 $ 8 1 Storm Structure, Remove 61 EA $ 600.001 $3,600.00 6.00 EA j EA 6.00 EA $3,600.00 $ 9 Pipe, 12" RCP, Remove 1201 LFT $ 20.00 $2,400.00 120.00 LFT LFT 120.00 LFT $2,400.00 $ 10 Pipe, 15" RCP, Remove 2321 LFT $ 10.00 $2,320.00 232.00 LFT LFT 232.00 LFT $2,320.00 $ 11 Pipe, 18" RCP, Remove 2321 LFT $ 10.00 $2,320.00 246.00 LFT LFT 246.00 LFT $2,460.00 $ 12 Pipe, 24" RCP, Remove 1511 LFT $ 15.00 $2,265.00 144.87 LFT LFT 144.87 LFT $2,173.05 $ 13 Curb, Concrete Remove 44 LFT $ 18.00 $792.00 54.00 LFT LFT 54.00 LFT $972.00 $ 14 Curb, Concrete 44 LFT $ 57.00 $2,508.00 54.00 { LFT LFT 54.00 I LFT $3,078.00 $ 15 Coarse Aggregate, #2 Stone 210 TON $ 20.00 $4,200.00 210.70 TON TON 210.70 TON $4,214.00 $ 16 Structural Backfill 34 CYS $ 40.00 $1,360.00 34.00 CYS CYS 34.00 CYS $1,360.00 $ 17 Pipe, Circular, RCP, 18 IN 140 LFT $ 43.00 $6,020.00 140.00 LFT LFT 140.00 LFT $6,020.00 $ 18 Pipe, Circular, RCP, 30 IN 151 LFT $ 57.00 $8,607.00 144.00 LFT LFT 144.00 LFT $8,208.00 $ 19 Pipe, Circular, RCP, 36 IN 586 LFT $ 57.00 $33,402.00 586.00 LFT LFT 586.00 LFT $33,402.00 $ 20 Manhole, Type J 5I A $ 4,100.00 $20,500.00 5.00 EAI EA 5.00 EA $20,500.00 $ 21 Concrete End Section, 18 IN 2 EA $ 400.00 $800.00 2.00 EA EA 2.00 EA $800.00 $ 22 Concrete End Section, 30 IN 1 EA $ 600.00 $600.00 1.00 EA EA 1.00 EA $600.00 $ 23 Concrete End Section, 36 IN 2 EA $ 850.00 $1,700.00 2.00 EA EA 2.00 EA $1,700.00 $ 24 Compacted Agreggate, No. 8 129 TON $ 18.00 $2,322.00 197.72 TON TON 197.72 TON $3,558.96 $ 25 Maintenance of Traffic 1 LS $ 1,700.00 $1,700.00 1.00 LS LS 1.00 LS $1,700.00 $ 26 t Mobilization & Demobilization for Seeding 2 EA $ 500.00 $1,000.00 2.00 EA EA 2.00 EA $1,000.00 $ 27 Catch-All Inlet Protection 41 EA $ 250.00 $1,000.00 4.00 I EA EA 4.00 EA $1,000.00 $ 28 Silt Fence Inlet Protection 3 EA $ 100.00 $300.00 3.00 EA EA 3.00 EA $300.00 $ 29 ' Silt Fence 2,860) LFT $ 1.33 $3,803.80 2100.00 1 LFT LFT 2100.00 LFT $2,793.00 $ 30 Erosion Control Blanket 3,957 SYS $ 1.52 $6,014.64 3957.00 SYS SYS ! 3957.00 SYS $6,014.64 $ 31 Rip Rap, Class 2 3051 TON $ 45.00 $13,725.00 184.66 TON TON 1 184.66 TON $8,309.70 $ 32 ' Rock Check Dam $ 825.00 $2,475.00 1.00 EA EA 1.00 EA $825.00 $ 33 Seeding & Restoration 31,4171 SYS $ 0.90 $28,275.30 31417.00 SYS SYS 31417.00 SYS $28,275.30 $ 34 Dewatering 1 I LS $ 4,315.26 $4,315.26 1.00 LS LS 1.00 LS $4,315.26 $ 35 { Chane Order No. 1 - Waterline Work 1 LS $ .6,860.62 $6,860.62 1.00 LS I LS 1.00 LS $6,860.62 $ 36 Chan a Order No. 2 - Light Pole & Item No. 5 Trees 1 LS $ 3,394.90 $3,394.90 1.00 I LS LS 1.00 LS $3,394.90 $ 37 Chane Order no. 3 - Final Reconcile all Units 1 LS $ 6,798.44 $6,798.44 1.00 LS LS 1.00 LS $ 372.35 $ 38 Change Order No. 4 - Tree Remove/Replace 1 LS $ 2,500.00 $2,500.00 0.00 LS LS 0 LS $ 2,500.00 $ 39 40 ! I I { 1 $355 017.08 $355 017.08 TOTAL PAY THIS ESTIMATE $ (2,500.00) TOTAL PAY TO DATE $355,017.08 DEDUCT 10% RETAINAGE, UNTIL 50% COMPLETE THEN 0% RETAINAGE, 5% AT END OF PROJECT $0.00 DEDUCT PREVIOUS NET PAY ESTIMATE(S) NO. 1 & NO. 2 & NO. 3 & NO. 4 & NO. 5 $357,517.08 ftETr/AItdJAGE * $0.00 City of Carmel Signature Date City f Carmel Ins ector ature Date It P\M�� - (__� - '77� O Sy&Surkce of Indiana Si cure Date 7 checks payable to Sub -Surface of Indiana, Inc. Payment is expected within 30 days unless other mutually agreeable arrangments have been made.