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Home My WebLink AboutChange Order No 1 16-22 Marion Road Water TowerChange Order No. 1 December 3, 2017 City of Oshkosh Contract No. 16-22 Marion Road Water Tower Replacement Project Contractor: Chicago Bridge and Iron, LLC This document shall become a supplement to City of Oshkosh Contract No. 16-22 and all provisions will apply hereto. TABLE 1 Description of Requested Changes Item FO No. Description Action Amount 1a. 01 Reduce size of valve vault and person door to facilitate construction Deduct $17,538.00 lb. 02R Modify watermain to provide greater operational flexibility; modify site storm Add $29,218.71 water features to better meet area storm water management objectives lc. 04 Enclose dry riser tube at tower roof to mitigate water quality issues Add $10,508.75 id. 05 Substitute grade of stainless steel pipe material Deduct $9,975.00 1e. 06 Relocated watermain to avoid conflict with sewer. Actual sewer location Add $13,370.38 differed from available records. 1f. 07 Extend tank vent to mitigate potential blockage by accumulated snow Add $5,290.23 TOTAL VALUE OF CHANGE ORDER NO. 1 Add $30,875.07 TABLE 2 Adjustments to Contract Price and Contract Time Contract Price Adjustment Amount Original Contract Price $3,624,000.00 Previous Change Orders $0.00 Adjustments in Contract Price this Change Order $30,875.07 Current Contract Price including this Change Order $3,654,875.07 Contract Duration Adjustment Duration Original Contract Duration 730 days Previous Change Orders 0 days Adjustment to Contract Duration this Change Order 0 days Current Contract Duration including this Change Order 730 days Revised Contract Substantial Completion Date August 2, 2018 RECOMMENDED Engineer — CH2M HILL Engineers, Inc. APPROVED tractor hicago Bridge & Iron, LLC. APPROVED BY OWNER City -M-1 anager City Clerk 01ll,6fADJ$ Date Date qa � ,� Date Date I certify that provision has been made to pay the liability that will accrue to the City of Oshkosh, Wisconsin under this Change Order. `l , c� City Comptrol er Date APPROVED AST FORM - 1C torney Date RECEIVED MAR - 7 2018 CQ(VIRACT FIELD ORDER (CFO) DEPT OF PUBLIC WORKSOSHKOSI-t, WISCONSIN FIELD ORDER NOI: 001 TO CONTRACTOR: Chicago Bridge & Iron PROJECT: Marion Road Water Tower Replacement PROJECT NO: 16-22 OW NER; City of Oshkosh ENGINEER: CH2M HILL 1. Reduce the length of the valve vault by 2 feet. Provide 9400t wide by 16 -foot tong (interior dimensions) vault. 2. Reduce the height of the personnel door by 1 foot. Provide 4 -foot wide by 7 -tool tall door, 1..Areduced vauitbetteraccommodates proposed foundation design. 2. A reduced door better accomdates Intending tower steeling welding design. Contract Amount or Price Contract Times (Calculate Days) Original Previous Contract Modificalion(s) (Add/Deduct) This Contract Modification (4"Deduct) Revised Contract Amount $ 3,624,000.00 3 $ 17,538 Original Duration 730 Days Previous Contract By; �� 0 -3--,7 ey Modification(s) By: CH2M L Date: �4& J2c I g (AddlDeduct) Days This Contract Modification (Add/Deduct) 0 Days Revised Contract Time 730 Days The Revised Contract Completion Dale is: .20 18 Q� r Contractor Engineer Recommendationr By; �� 0 -3--,7 ey By: C861 Date: s` �,� i By: CH2M L Date: �4& J2c I g I Number all Modllicallons consecutively. 2 Recommendation necessary for Field orders. Capies:Owner Field File PROTECT No. 681646 C131' City of Oshkosh Contract No. 16-22 Marion Road Water Tower Replacement Project Contractor: CB&I Project Manager: Lance Jansen Field Order 01 Changes in valve vault Changes in height of door Sincerely, ance Jat CB&I, c. Cast (17,538.00) CB&I Inc. 14109 S. Route 59 Plainfield, IL 60544 Tel: 815-439-3100 Fax: 815-439-3130 www.CBI.com WF Johnston, $3,92.7 5! $191..35 . subtofial $4,018 :TOTAL VAULT Approved 'LENGTH $7x739 . :CBI Engnihering CB[Material $1,700 CBI Fabrication $1,500 -CBI'Field .:Construction $2,583 subtotat :$9,333 5% $466.65 TOTAL. PERSON 606R Engineering Procurement • Construction Since 1889 6 0 4 Nt?iOTAL �!$17,538s� W.F. Johnston Construction, Inc. To: Mike Allison CBI Constructors, Inc. 1505 North Division Street Plainfield, IL 60544 Description: Credit ofr Vault Reduction Change Request Number: 1 Date: 8/30116 Job. 16-009 Oshkosh, WI Phone: We are pleased to offer the following specifications and pricing to make the following changes: Delete 2- 16" diameter by V-0" Spools Materials: ($ 1,348.00) Labor: ($ 672.00) Credit for reduced quantities in the vault construction: Materials- ($ 982.00) Labor: ($ 825.00) All Labor costs also includes supervision, equipment and required tools. The total amount to provide this work is .: ............................... :.... ::.... :::.......... :....:..::...... .:...:.......... :_..;: If you have any questions, please contact me at (815)467-4600. Submitted by: Marc F. Johnston Approved by: W.F. Johnston Construction Date: Cc: file 109 Industrial Drive Minooka,IL 60447 Ph :(815)467-4600 $-3, 827.00 Page 1 of 1 I \_ � ' � \ - n ) �'�� rI� k �� o y - a, n �J o i � �� ± m RECEIVED% MAR - 7 2018 CONTRACT FIELD ORDER (CEO) FIELD ORDER ND: OEPT OF PUBLIC WORKS TO CONTRACTOR: Chicago Bridge S Iron PROJECT: Marian Road Water Tower Replacement PROJECT NO: 16-22 OWNER: City of Oshkosh ENGINEER: CH2M 1. Shift location of new.watermain as shown in revised Drawing 05-C-203. 2. Connect new watermain to existing 8' watermain and existing 6" hydrant as shown on revised Drawing 05-C-203. 3. Add a 16' gate valve In the walermain between the tower site hydrants as shown on revised Drawings 05•C-203 and 08-N •001. 4. Reduce length of concrete encasement for 16'W, 4' SAN, and 2' SPD to 10' beyond ringwall as shown on revised Drawings 50- S -201.50-S301, 50-D-301. 5. Refer to clarified callouts and corrected cailout leader lines regarding abandonment of existing water main and tie-in for new water main shown on revised Drawing 05-C-203. 6. Shift driveway location to accommodate enlarged drainage swaie; relocate fence posts and plants as shown on revised Drawings 05-C-202, 05-C-203, 05-L-201. 7. Add box manhole below beehive inlet at end of drainage Swale as shown on revised Drawing 05-C-203 8_ Revise finished grades on new tower site and Rlverway area. 9. Reduce 12' SSS to 8' SSS. 10. Adjust grading, flow arrows, and spot elevations on Drawing 05-C-202. f 1. Refer to beehive inlet detail added to Drawing 90 -SD -506. 1. To beats walermain within existing utility easement. 7• To add omitted manhole, 2. To improve distribution system piping network redundancy. 8, To meet City stormwater requirements. 3. To provide greater flexibility for tower maintenance activities, 9, To meet stormwater flow requirements. 4. Adjustment based on actual lower foundation design, 10. To Improve site and adjacent property drainage. 5. To clarify drawing callouts. 11. To meet City stormwater requirements. 6. To achieve greater than 40 percent stormwater TSS reduction on new tower site. Revised Drawings 05-C-203, 05-C•202, 05-L-201, 08-N-001, 50-S-201, 50•S-301 Contract Amount or Price ContractTirnes (Calculate Days) Original $ 3,624,000.00 Original Duration 730 Days Previous Contract Modification(s) $ Previous Contract - Days (AddfDeduct) Modi%cation(s) (Add/Deduct) This Contract Modification 3 29,218.71 This Contract Modification 0 Days fAddlDeduGN (AddiDeduct) Revised Contract Amount $ Revised Contract Time 730 Days The Revised Contract Completion Date is: 2018 vner Contractor Engineer Recommendation By: _ _ Date: ?7— ZO-lSr By: CB&I Date, 7 By: CH2M Date: I'aoJECr NO -681646 City of Oshkosh Contract No. 16-22 Marion Road Water Tower Replacement Project Contractor:. CB&I Project Manager: Lance Jansen Field Order 02 Changes in Water main Cost CB&I Inc. 14109 S. Route 59 Plainfield, IL 60544 Tel: 815-439-3100 Fax: 815-439-3130 www.CBI.corn 2nd tier Subcontractor $22,736.00 see attached A Winter Price and Breakdown for FO 02 Subcontractor Mark-up @ 5% $1,136.80 Per Contract Sincerely, L �ceJans B , ne. Engineering - Procurement • Construction Since 1889 Impact Hours Rate Total CB&I Direct Costs $4,648.62 Engineering 10 $130.59 $1,305.90 Project Mgmt 10 $163.22 $1,632.20 Estimating 4 $128.59 $514.36 see attached 2016 T&M Rates Subcontracts 2 $123,36 $246.72 HSE Oversight 8 $11.8.68 $949.44 $4,648.62 Mark-up @ 15% $697.29 Total Field Order02 $29,218.71 Sincerely, L �ceJans B , ne. Engineering - Procurement • Construction Since 1889 7 7_79 *kJ I. LABOR 2016 T&M Rates STANDARD TIME AND MATERIAL RATE SHEET Classification General Tank Superintendent Tank Superintendent Field Engineer Weld Supervisor Safety Supervisor NDE Specialist Tank Foreman Leadman Craftsman A Craftsman B Craftsman C Craftsman D Craftsman E Craftsman F Laborer Field Accountant Timekeeper Holewatch/Firewatch Straight Overtime Time Rate Rate $141.10 /WH $ 174.50 /WH $137,64 NVH $ 169.86 IWH $109.04 NVH $ 131.67 NVH $111.29 NVH $ 135.09 NVH $118.68 NVH $ 144.97 NVH $ 97.81 NVH $ 118.42 NVH $112.15 1W $ 136.23 NVH $ 97.81 NVH $ 118.42 NVH $ 95.43 /WH $ 115.18 /WH $ 93.86 NVH $ 113.01 NVH $ 92.26 NVH $ 110.82 /WH $ 89.88 NVH $ 107.58 1WH $ 88.29 NVH $ 105.41 NVH $ 85.08 NVH $ 101.06 NVH $ 67.36 NVH $ 76.87 NVH 83.96 NVH $ 99.53 NVH $ 77.91 NVH $ 91.22 NVH S 63.96 NVH $ 72.20 NVH All time over 10 hours per day when working 4 10 -hour days per week, over 8 hours per day when working 5 8 -hour days per week, over 40 hours per week and all Saturday and Sunday time will be invoiced at the overtime rate of time and one-half. If an employee is brought in during the week, time worked on other CB&I projects counts toward the 40 hours for overtime consideration - Show -Up Time Show up time will be invoiced for each person in the crew at the applicable labor rate under the following circumstances: 2 1/2 hours per person for showing up if no work is commenced 5 hours per person if actual work is commenced. 10 hours per person if work continues past 4 hours. Subsistence Subsistence will be paid to CB&l employees who qualify, including days on which show -up time is paid, and will be invoiced at the rate of $136.94 per day. Page 1 of 3 FormNumber: CMS -730 -01 -FM -02016 Issued For Use: 04 MAR 2016 Printed: 2/9/2017 8:23 AM 2016 T&M Rates STANDARD TIME AND MATERIAL RATE SHEET It. TRAVEL Round trip travel for one (1) trip from the permanent residence of a CR&I employee the jobsite and return will be invoiced at the rate of $0.65 per mile. Ill. TOOLS AND SUPPLIES To cover the cost of tools and supplies required to perform the: work an amount of $9.94 per manhour will be invoiced. Please refer to Attachment A for a list of tools and supplies included in this charge. Any tools or supplies which are not listed in Attachment A but are provided by CB&I for the work will be reimbursed at the vendor's invoiced .amount plus 15.0%. IV. EQUIPMENT RENTAL Reimbursement for equipment owned by CB&I will be in accordance with the rates shown in Attachment S. Fuel and lubricants for this equipment will be reimbursed at the the vendor's invoicedamount plus 15.0%. All equipment rented from third parties will be reimbursed at the vendors invoiced amount plus 15.0%. Fuel and lubricants required for this equipment will be reimbursed at the vendor's invoiced amount plus 15.0% All deliveries of equipment or tools to and from the jobsite will be reimbursed at the actual motor freight invoice amount plus 15,0%. V. MATERIALS Materials which CB&I furnishes for the work will be reimbursed at the vendor's invoiced amount, inlcuding transportation, plus 15.0%. Weld rod and gases are considered material. VL SUBCONTRACTORS Subcontract services CB&I furnishes as part of the work will be reimbursed at the subcontractor's invoiced amount, plus 15.0%. Page 2of3 FormNumber., CMS -730 -01 -FM -02016 Issued For Use: 04 MAR 2016 Printed: 2/9/2017 8:23 AM 2016 T&M Rates STANDARD TIME AND MATERIAL RATE SHEET VII. OFFSITE ENGINEERING AND TECHNICAL SERVICES Any CB&I furnished engineering and technical services required for the work will be reimbursed at the following rates: Classification Rate Design Engineer $123.61 /WH Detail Engineer $109.65 MIH Any travel expenses incurred by above personnel will be invoiced at actual costs plus 15.0%. VIII. SHOP FABRICATION Any CB&I furnished shop fabrication for the work will be reimbursed at the rate of $77.64 per manhour expended. IX. OFFSITE PROJECT MANAGEMENT Project Management services required for the work will be reimbursed at the following rates: Classification Rate Project Manager $163.22 MIH Construction Supervisor $139.41 MIH Project Engineer $130.59 MIH Procurement $111.48 MIH Estimator $128.59 /WH Subcontractor Administrator $123.36 MIH Any travel expenses incurred by above personnel will be invoiced at actual costs plus 15.0%, X. TAXES The above rates do not include state sales and use taxes, gross receipts taxes, or any other similar taxes. If taxes are applicable to this work, they will be invoiced at cost. XI_ INVOICES Time and Material invoices will be on a weekly basis. Payment without retainage is expected within 30 days. Page 3 of 3 Form Number: CMS -730 -01 -FM -02016 Issued For Use: 04 MAR 2016 Printed: 2/9/2017 8:23 AM :K, SNATCH, 316' CABLE 'ER, CABLE, LARGE 'ER, CABLE. SMALL N HOIST, 3 TON (P, 5 TON BRIDLED SCREW PLATE tSTON TRACK LAER, 4 LA MAUL LAER, 5 LA MAUL AP, P,ENFRO-BARGE, t-112 TON (EA. CLAMP) E 314-, MANILA, t FT 'KLE 12 TON CAP, T- 19 PIN, SCREW PIN G, 51's X 8' LONG EADER BAR 10 TON FOR PLATE CLAMPS LINE CLAMP - E455A ICE. 2"X 15' 4K NUT, 314'C$ 4K NUT, UW CS ;ER BAR. CS IH LUG 2A38 CS BULL PIN CHANNEL PLATE (R, S' LONG, ECECTR/G^TOOLS 6 SUPPWES ^ BULB, LIGHT, 120 V, 500 W. QUARTZ EXTENSION CORD, t25 VOLT, TWIST -LOCK, t00' GFCI TESTER LIGHT STAND, QUARTZ TAPE. ELECTRICAL(BLACK) TAPE, FRICTION 2016 T&M Rates ATTACHMENT A CB1&I BASIC TOOL AND SUPPLY LIST }FOOLS bSUPPtiES 'ER W''HITE, 964, METAL IM, SHEET .MEASURING, I00' , MEASURING, 50' W. PUSH L, CARPENTERS, 4'•0 K LINE FPT-UP, LARGE FIT-UP,STANDARD TANK, NEW STYLE WI BUILT IN DIKE 8 FUEL PUMP LEY AUTO LEVEL SHIPPING, STEEL (SMALL) GS, SEA CONTAINER. 21' LONG IEY TRIPOD. TRANSIT E BRUSH - HAND, CS. i WHEEL, 6- X. 5,W X .020 THK C.S. G BLOCK, 6"X6'X2--6" . FIBERGLASS, 20' WI SHOES 4ER, SCAFFOLD TOOL IlMIMMAIG ifim Y d Sffl tY N' I I 1 s + . + . . e y IGk �O&S S S(/Pkf- . . - .' 1 LOT, A:R HOSE REPAIR WRENCH, ANGLE GRINDER HAMMER, CHIPPING, CHISEL, DESLAGGING GUN HISE:L,. FLAT, CHIPPING HAMMER BINDING STONE, r X 114' X 518' BINDER, AIR, r ANGLE MOVER, COPPUS AJR FAN GRINDER, AJR, STRAIGHT hwzw$4 FlPES.' -' •-- HOSE,-SULI-, 1.112' X 50' HOSE, AIR WICONNECTIONS '3/4' X IOT DIOSE- AIR, WHIP W1 QUICK DISCONNECT, 314- X IS - MANIFOLD. Alk .4 -WAY 3TTLE CART JRNiNG OUTFIT EGULATOR, OXYGEN„ 0-1000 PSI EGULATOR, ACETYLENE 0.4000 PSI DSE. FOR BURNING - 114"p TWIN OX-PROPANE-ACCET ARCH, CUTTING iT, BURNING. HOSE REPAIR OGGLES, BURNING ACK-STORAGE, ACETYL BOTTLES .(CAP -3FL&3 EMTY) ACK, STORAGE, 02 BOTTLES (CAP -6 FULL & 6 EMPTY) TRIKER. GAS TORCH LIGHTER P CLEANER P, lJt .ACETYLENE rEirxNs raois ssDrPi(�s°.^ AMMER. SLAG 000, WELDERS ENS, CLEAR REPLACEMENT _LYS; WELDERS COLORED 09 -.-.'-.-�.- ENTER PUNCH, HIGH STRESS EAMTEST (T GAL), LO TEMP ACUUM BOX., FLAT, 30" AT BAND, TERRI CLOTH BARRICADE 15U (BARRIER), YELLOW t BIACK EXTINGUISHER- 10 LB PLUGS (60)() NIdKs 3A( OUST MASK V9970 ARNESS Wl SIDE O.Fi.ING - XLARGE WI SHOCK ABSORBER SHIELD, (GRIN(YNG) HAT,BLUE SHIELD HOLDER IY GLASSES,CLEAR IT' GOGGLES, MONO , WATER, 5 GALLON FIRST AID, LARGE ETCHER„ BASKET - WASH DEVICE CAUTION HEARING PROTECT REQUIRED THIS AREA CAUTION HIGH NOISE LEVEL DANGER AUTHORIZED PERSONNEL ONLY COMBUSTABLE LIQUID FUEL DANGER 440 VOLTS DANGER DIESEL DANGER 00 NOT ENTER W OUT H.IiAT & S. GLASSES DANGER DO NOT ENTER WtCUT HARD HAT & GOGGLES DANGER EYE PROTECTION REQUIRED IN THIS AREA LLLSJ111C.— IV--.]Y!'CLJ LYON, YELLOW LUMBER (12 PER BOX) 'S - BOX OF 250 I BOX 2KER, SOAPSTONE (BOX) 'E, DUCT (P ROLL) 'E, MASKING, Z- VARE-.062 DIA (16 GAUGE.) ;ES, CHI FOREMAN'S GREEN RED Page 1 of 1 FormNumber: CMS -730 -01 -FM -02016 Issued For Use: 04 MAR 2016 Printed: 2/9!2017 8:24 AM COMPRES$OR9:1�1bt=trlc`.'.'.'. .'.'.'.':`.'.'.+.'.'.','.'.',$MIEN'. YpftX�fJE7CCR 1 ?C NIeT•'.+.', .'.'.'.' V��tC�. COMPRESSOR. 205 CFM $317 CRANE._ MANTIS, 361218 TON w1STEEL TRACKS $2,852 COMPRESSOR, 260 CFM $481 CRANE, MANTIS; 3612 18 TON WIRUBBER PADS $3,105 COMPRESSOR, 250 CFM $481 CRANE, MANTIS, 001 OLP, 30. TON w1STEEL TRACKS $3,985 COMPRESSOR, 260 CFM $481 CRANE, MANTIS, 6010LP, 30 TON w1RUBBER PADS 54,542 cc�l�,Q�sscu�s=t3taser, +$311 xczr�uuc.c�ar�s � �l .rarraiu•> COMPRESSOR, 175 CFM CRANE, GROVE RT--528C 28 TON $1,948 COMPRESSOR, 375 CFM $495 COMPRESSOR, W/AFTER COOLER, 175 CFM $431 COMPRESSOR. WAFTER COOLER. 375 CFM $646 COMPRESSOR. W/ AFTER COOLER, 825 CFM $1,101 GENERATOR, 5 KW, GAS POWERED $405 112 TON PICKUP $380 GENERATOR, 80 KW, GAS POWERED $773 314 TON PICKUP $380 GENERATOR, 205 KW, DIESEL. $061 1 TON PICKUP TRAILER FLOAT, 35'-40 DOLLY, FIFTH WHEEL $380 $253 5114 }'1/EI + , WELD-AIR UNIT, 205 KW Wl I SULLAIR COMP. & 6 MILLER C81400 $2,492 WELD-AIR UNIT, 205 KW Wl I SULLAIR COMP. & 3 MILLER C814008 3 CBI-650 $2.492 WELD-AIR UNIT, MINI 3-PACK Wi 1 SULLAIR COMP. & 3 MILLER C81400 $2,492 UI/EC9/NGhIACHINE�S '�7ectiie'+•+',', WELDER, ELECTRIC,400A $75 WELDER, ELECTRIC, 600-650A 5101 - Rb A l L�'G 7C Q N PANEL, POWER DISTRIBUTION, 400A Wl CABLE PANEL, POWER DISTRIBUTION, 600.A Wl CABLE PANEL, POWER DISTRIBUTION, 800A W/ CABLE $203 $272 $342 WECDINGLMACHINES- D;w5el+'+ + + +'+ + + + + , + + + + +'+ + +'+ WELDER, DIESEL, 400A $272 WELDER, DIESEL, 600A- 800A $317 SUB-PANEL, 10DA S75 WELDER, DIESEL, 600A AIR PAK, MILLER #BIG BLUE AIR PAK $450 SUB-PANEL, 200A - WILL PLUG INTO 600 AMP PANEL TRANSFORMER, 15KVA TRANSFORMER, 25 KVA $107 S75 $96 -'+'+' WELDER, AUTOMATIC GIRTH, LIGHTWEIGHT AGW, WI MPS $2,055 WELDER, AUTOMATIC GIRTH, AGW,W/MPS $2,055 TRANSFORMER', 50KVA $101 WELDER, AUTOMATIC. VERT, AVW, W MPS $1,935 WELDER, LT7 DOWN FLAT TRACTOR WITH LINCOLN #LN-9 WIRE FEEDER $468 . 0/5 -- Aji- Ng4ers + WELDER, MINI GIRTH $810 HOIST, INGERSOLL-RAND, 1 DRUM TO 1000#, BU NX CABLE .$183 LEAD, WELDING. 125' $21 HOIST, INGERSOLL-RAND, 1 DRUM, TO 2000#, HUL W/ CABLE $247 OVEN, ROD. 3009, 125 VAC S26 HOST, INGERSOLL-RAND, 1 DRUM OVER 20000, K4UI: Wl CAB $436 LN-25 WIRE FEEDER $96 lmt�r-apau�lx.x>'rs' reutfi! PORTA POWER, 5 TON Wl PUMP $57 PORTA POWER, 10 TON W PUMP $57 PORTA POWER, 50 TON Wl PUMP $127 PORTA POWER, 100 TON W1 PUMP $190 HOIST, HYDRAHOIST, 440NCH DIESEL, #11-35 HOIST, HYDRAHOIST, 3-WINCH DIESEL, #HP$l $1,006 $1,006 CONTAINER, CONNEX, 8' X 40' $242 CONTAINER, CONNEX, TOOL, 8X8 $44 HOIST, HYDRAHOIST, ELECTRIC, $11-3S 5436 TOOT. BOX - FOREMANS STANDARD (KNAAK 89) S26 TOOL BOX, PYRAMID (GANG BOX) $26k(AN'H015 S CHAINFALL HOIST-5 6 TON CHAINFALL HOIST 10 TON $49 $197 CONTAINER, CONVEX, 8'X 20' $96 Fl CN 6$ ii TRAILER, VAN, PROJECT MANAGER $626 AILER, VAN, FOREMANS OFFICE $190 084 A:bC 9— CABLE, 1-1/2 TON LUG-ALL $49 CONTAINER. CONNEX, 8' X 20, FOREMANS OFFICE 5151 TRAILER, VAN, 100%X-RAY $247 HOIST, 1-112 TON LUG-ALL $49 CONTAINER, CONNEX, X-RAY. 8X8 $166 HOIST, 3 TON LUG-ALL $57 CONTAINER, SEA CONVEX, X-RAY, 8X20 $209 Page 1 of 2 FormNumber. CMS -730 -01 -FM -02016 Issued For Use: 04 MAR 2016 Printed. 2/912017 824 AM ATTACHMENT B CB&I UN -FUELED EQUIPMENT RENTAL RATES 2016 NOTES: 1. Rates for equipment not listed will be furnished as needed. 2. Rates do not include operator. 3. The weekly rates are based on 40 hours per week and 4 weeks per month. Rates for over 40 hours per week will be prorated at 75% of the above rates. Page 2 of 2 FormNumber: CMS -730 -01 -FM -02016 Issued For Use: 04 MAR 2016 Printed: 2/9/2017 8:24 AM EE BUGGY, PLATE $75 RECORDER, HYDROTEST, 0-6 PSIG $203. FIT UP YOKE, GIRTI-I (ADJUSTABLE) $107 RECORDER. HYDROTEST, 0-15 PSIG $203 FIT UP YOKE, WINDGIRDER (NDN -ADJUSTABLE) $107 RECORDER: HYDROTEST, 0.000 PStG. $203 VACUUM BOX, CORNER, 30" $31 SURVEY THEODOLITE $81 THREADING MACHINE, PIPE, MODEL 300 $166 SURVEY TRANSIT $57 MACHINE, PIPE BEVELING, 2"- 4" $75 MACHINE, PIPE BEVELING, 4"- 8" MACHINE, PIPE BEVELING, W - 12- MACHINE, PIPE BEVELING, 16"-20" $75 $75 $114 SPREADER BAR 25 TON ADJUSTABLE $57 SPREADER BAR t00 TON ADJUSTABLE $75 MACHINE, PIPE BEVELING, 20" - 26" $227 GRINDER, ELECTRIC; 4-112", ANGLE GRINDER, ELECTRIC, 9. ANGLE $49 S49 SCAF-F47LDUYG,',',',`,'.'+'+'-.','+','-.', BOARD, SCAFFOLD, 27 X 12" X 6' - PER 100 $127 BOARD, SCAFFOLD, 2"X 12"X8' - PER 100 1127 BLAST POT, SCHMIDT 600 LB. $329 BOARD, SCAFFOLD, 2" X 12" X 10' - PER 100 $140 BOARD, SCAFFOLD, 2"X 1Z" X 12' -PER 100 $166 CANNED SAND UNIT, SCHMIDT 6 TON, 12V $690 BOARD, SCAFFOLD, 2" X 12" X 14' - PER 100 - $190 CANNED SAND UNIT, SCHMIDT 8 TON, 12V $571 BRACKET: SCAFFOLD, ADJUSTABLE - PER 50 $405 PUMP, PAINT, 45:1 $335 BRACKET, SCAFFOLD, ADJUSTABLE, 54" - PER 50 $405 PUMP, PAINT. 56:1 $335 BRACKET, SCAFFOLD, ADJUSTABLE, EXTRA WIDE - PER 50 $405 HOPPER. SAND $778 BRACKET. SCAFFOLD, RIGID - PER 50 $311 BULLARD #883240 BLAST HOOD $317 AIR CONDITIONER, VORTEX, COMPLETE W/ VEST $127 AIR DESICCANT DRYER (VAN -AIR) SPIDER SKY CLIMBER. SC30. Wt 100' CABLE SPIDER BUGGY, ST -17 or ST -19 or ST -26. w/150' CABLE $166 $284 $311 Aifs T-OOrL-S-"-CCE-S&ll%E&'+'+','+','+',','+','+ ,','+ ,'+'--'+'--'+'+ -' GRINDER, AIR -PENCIL/ DIE $49 GUN, DE -SLAGGING $49 WRENCH, IMPACT, 34" DRIVE S57 4WER-P& fiFiS+ , WRENCH. IMPACT, VDRIVE $75 PUMP, TEST, HYDROTEST, 1000 PSI (LOW PRESSURE) $297 WRENCH, IMPACT, 1 112" $101 ARC GOUGE $57 PUMP, TEST, HYDROTEST, 1400 PSI (HIGH PRESSURE) $297 AIR RECEIVER LARGE $107 PUMP. TEST, HYDROTEST, 500 PSI (HIGH VOLUME) $297 PUMP. SUMP, 1-1/2" AIR $96 sUZ �p r cUrpnf Nr...:...'..-.'.-..._._..'.: - s . u sir .r....._._,_...-._. PLASMA CUTTING OUTFIT, ELECTRIC, (Max 1 inch Capacity) $253 FAN, AIR, 1 ID VAC. EXPLOSION PROOF $166 PLASMA CUTTING OUTFIT, Electric (Greater than 1 inch Capacity) $361 FAN, AIR RAISE, HARTZELL $119 BURNER, MAGNETIC TRACK, CARRIAGE $114 CRANE MATS 4X24 581 TORCH, BIG BERTHA $26 CRANE MATS MANTIS SAW, SAND, PORTABLE, ELECTRIC MONITOR, CONSTANT (LEL, 02, CO) MSA 360 W! CALIBRATIOr` $81 $at $247 N0AIQESTRUC n4E-EXA4W=T.IQMEQi11P.MENT , ,'+ , , + , + +','+ +-I� YOKE, MT, Y-6 $101 GUAGE, THICKNESS, UT $311 MONITOR, (LEL, 02, H2S), MSA MINIGUARD III) W/ CALIBRATIO! $247 X-RAY UNIT, RIGAKU„ 200 KVP, w/ SURVEY METERS $431 MONITOR, LEL ONLY W/ CALIBRATION KIT $247 X-RAY UNIT, RIGAKU,. 300 KVP, w/ SURVEY METERS $545 VACUUM CI.EANER (55 GAL) 5158 BUGGY, ISOTOPE, w( SURVEY METERS $34a AIR BAG W/ CONTROLS & HOSE, 73 TON $592 RECORDER, PVVHT, ESTERLINE $545 RIVET BUSTER (90LB) WI BUGGY $167 BUGGY, SHELL VERT C2Ca2 W/O MPS OR WELDING MACHINE $3a0 BUGGY, SHELL VERT #2082 WITH MPS AND WELDING MACHID $1.101 NOTES: 1. Rates for equipment not listed will be furnished as needed. 2. Rates do not include operator. 3. The weekly rates are based on 40 hours per week and 4 weeks per month. Rates for over 40 hours per week will be prorated at 75% of the above rates. Page 2 of 2 FormNumber: CMS -730 -01 -FM -02016 Issued For Use: 04 MAR 2016 Printed: 2/9/2017 8:24 AM AUGUS` WIN TER & SONS, INC. MECHANICAL CONTRACTORS 2323 NORTH ROEMER ROAD.-APPLETON, WI 54911 PO BOX 1898' APPLETON, VVI 54912 PHONE: 920-739-8881 " FAX: 920-739-2230 January 23, 2016 Marc Johnston CHANGE {ORDER PRICE AND BREAKDOWN ProjectlJob#: Oshkosh Marion Rd Water Tower 87216 Description: FO. 02 Change routing of water main Our change order price and breakdown follows: Auaust Winter Material....................................................... $ 9,111 Labor................:.... I..................... 44 hrs $ 2,453 _ Direst Costs ............ ...................... .......... ..:.. $ 932 Equipment Rental .......................................... $ 6,870 Indirect Costs ............................................... $ 405 Subtotal....................................................... $ 19,770 Overhead .................................................... $ 2,966 Total..... ............. ......... 0 .......... ............. $ 22,736 Subcontracts Total Subcontractor Costs........ ...................... $ - Subcontractor Markup. ................................... $ - Total Subcontractor Costs wtoverhead............... $ - Total AWStSubcontractor Costs :...................... $ 22,736 ProfitlBond........................ ............. ...... $ _ Change Order Total ....................... $ 22,736 Time extension required is 3 days. This quotation based upon acceptance within 30 days. Exclusions: 0 Derek Lewin August Winter & Sons, Inc. PH: 920-739-8881 FX: 920-739-2230 VISIT OUR WEB SITE AT WWW.AUGUSTWINTER.COM Branch Once: $613 Schofield Avenue' Schofield, VVI 54476' PH: 715f355-7555' FAX: 7151355-9048 HVAC ' PLUMBING' TANK FABRICATION ' PROCESS PIPING `IND. SHEETMETAL SPECIALTY METAL FAB.' ASME PRESSURE VESSELS' ASME CODE WELDING * 24 HR. SERVICE' ENGINEERING STATE OF WISCONSIN LICENSED MASTER PLUMBERS, LICENSE NUMBER 227170 August WInter Sons, Inc. Change Order/Small Projects Report Project/Job#: Oshkosh Marion Rd Water Tower 87216 Description: FO. 02 Change routing of water main MATERIAL Material Credit w/restocking Material ADD Sales Tax LABOR General Foreman Hours Foreman Hours Field Plumber/Fitter Hours Field Tanner Hours Shop Hours Operator Hours DIRECT COSTS Insurance & Taxes Trucking Testing & Cleaning Balance Air/Water Tools & Expendables Shop Equipment Charge Subsistence ....................................... 0.00 ....................................... $ 9,111.00 0.0% $ _ 0.0 @ $ - $ _ 22.0 @ $ 56.99 $ 1,253.78 22.0 @ $ 54.49 $ 1,198.78 0.0 @ 0.0 @ $ - $ _ 0.0 @ $ _ $ _ 27.0% of Labor 5.0% of Labor 0.0% of Labor 0.0% of Labor 6.0% of Labor $ 6.00 per shop hour Equipment Excavator with opera 26.0 Hours @ Rental Dumptruck 8.0 Hours @ 0.0 Hours @ 0.0 Hours @ 0.0 Hours @ 0.0 Hours @ Indirect Costs SUBCONTRACTS NOTE: This change order does not address Impact costs on base contract Exclusions: NOTE: This change Time extension required is 3 days. $ 235.00 $ 95.00 $ 662.19 $ 6,110.00 $ 760.00 Indirect Costs Total Page 1 Date: 1123/2016 Change Order #: 1 Material Subtotal $ 9,111 Labor Subtotal $ 2,453 Total Contractor Costs Overhead Subtotal Contractor Costs ...................................... $ - ...................................... $`- ...................................... $�' ...................................... r-- Total Subcontractor Costs Overhead Subtotal Subcontractors Costs Subtotal $ 932 Subtotal $ 6,870 $ 405 19,770 15.0% $ 2,966 -$x£,738' 10.0% $ Total Contractor/Subcontractor Costs $ 22,736 Profit 0.0% $ - Bond 0-0y. T -- Total -Total Amount Of Change 1 22,736 This quotation based upon acceptance within 30 days. s order does not address impact costs on base contrail. S:1AWS Pm*ts\Jobs & Work Orders187216 & 390172 Oshkosh Marion Rd Water Tower Replacement DLIPM1COs, CBs. & RFls\Changs OrderslFO.2 � 4. .. moo. -1., tie.. •- -- -- .- . . Material & Labor Worksheet Project Oshkosh Marion Rd Water Tower 87216 Date Description: FO. 02 Change routing of water main 1/23/2016 Material Description Qty Each Material Total Ea Labor Total 16" DI pipe 20 75.00 1500 $ - 16" MJ Valve 1 6061.00 6061 $ - Manhole and casting 1 1050.00 1050 $ - bacKII material 1 500.00 500 $ - install extra 16" pipe 0 4.00 $ - install extra valve 0 12.00 $ - install manhole 0 12.00 $ - Grub trees 0 16.00 $ - 0 $ - 0 $ - 0 $ - 0 $ - 0 $ - 0 $ - 0 $ - 0 $ - 0 $ - 0 $ - 0 $ - 0 $ - 0 $ - 0 $ - 0 $ - 0 $ - 0 $ - 0 $ - 0 $ - 0 $ - 0 $ - 0 $ - 0 $ - 0 $ - 0 $ - 0 $ - 0 $ - 0 $ - 0 $ - 0 $ - 0 $ - 0 $ - 0 $ - 0 $ - 0 $ - 0 $ - 0 $ - 0 $ - 0 $ - 9111 $ - 2/1/2017 2:52 PM S:\AWS Pru0ct6Uobs & Work Orders\87216 & 390172 Oshkosh Marion Rd Water Tower Replacement DL\PM\COs, CBs, & RFls\Change -_.,.tcn n .................4... .. _... -4-- CONTRACT FIELD ORDER (CFO) RECEIVED -- MAR - Z 2018 DEPT OF PUBLIC WORKS O FIELD ORDER NO: 04 OSHKOSH, WISCONSIN TO CONTRP;CTOR: Ch1 -cagy Bridge i£ Iron - - PROJECT: Marion Road Water Tower Replacement PROJECTNO: 16-22 OWNER: City of Oshkosh ENGINEER: CF12M Provide additional tank roof support to permit welded closure of tank roof gap i; To meat Wisconsin Administrative Code. Contract Amount or Price Contract Tirnes (Calculate Days) Ofiginal $ 3,624,000.00 Original Duration 730 Days Previous Contract Modification(s) $ -Previous Contract - Days (AddlDeduct) Modif icalion(s) (Add/Deduct) This Contract Modification $ 10,508.75 This Contract Modification 0 Days (Add/Dedu;t) (AddfDeduct} Revised Contract Amount $ Revised Contract Time 730 Days The Revised. Contract Completion Date is: % MIA Own Contractor Engineer Recommendation By: r4, By: CB Date: '�—I Date: s 2ely By: CH2M L.�1" ' Date: 3 4-1 AUig Peo)Ecr No. 681646 rc, City of Oshkosh Contract No_ 16-22 Marion Road Water "foyer Replacement Project Contractor: CB&I Project Manager: Lance Jansen Field Order 04 Description of Change Cost Access tube roof detail from collar to welded correction. (Drawings were complete for collar detail) Rev CB&I Direct Costs $9,138'.04 Mark-up @ 15% $1,370.71. Total $10,508.75' Total Field Order 04 $10,508.75 Approved Impact Hours Rate Total Engineering 39 $130.59 $5,093.01 Project Mgmt 6 $163.22 $979.32 Estimating 18 $12859 $2,314.62 Subcontract 2 $123.36 $246.72 Home Office 2 $83.96 $167.92 Tank Crew 3 $112.15 $336.45 $9,138.04 Sincerely, Lanc Ja en CB Inc. Engineering - Procurement - Construction Since 1889 CB&I Inc. 14109 S. Route 59 Plainfield, IL 60544 Tel: 815-439-3100 Fax: 815439-3130 www.CBI.com c tIfid'F't +'fir: CONTRACT FIELD ORDER (CFO) RECEIVED !MAR - 7 2018 DEPT OF PUBLIC WORKS FIELD ORDER NO: 05 OSHKOSH, WISCONSIN TO CONTRACTOR. Chicago Bridge & Iron PROJECT: Marion Road Water Tower Replacement PROJECT NO: 16.22 T OWNER: City of Oshkosh ENGINEER: CH2M 1. Replace ASTM A778 SST pipe for ASTM A312 SST, 1. To maetconstruction schedule constraints. Contract Amount or Price Contract Tunes (Calculate Days) Original 3 3,624,000.00 Original Duration 730 Days Previous Contract Modification(s) 5 Previous Contract Days (AddlDeduct) Modifications) (Add(Deduct) This Contract Modification (A44/Deduct) Revised Contract Amount $ 9,975.00 This Contract Modification {Add/Deduct) 0 Days $ Revised Contract Time 730 Days The Revised Contract Completion Date is: ,min PROJECT NO, 681646 Contractor Engineer Recommendation By Date. �7 — 2 D ($� By: C8v-- / Date: '/ -Z2 " i;t,, By: CH2M s -l. Date: PROJECT NO, 681646 Fill, A LN J Je City of Oshkosh Contract No. 16-22 Mat -ion Road Water Tower Replacement Project Contractor: CB&I Project Manager: Lance Jansen Field Order 05 Substitute ASTM A778 SST for ASTM A312 SST SS Piping change of spec Lump sum deduct Material CB&I Mark-up 5% Total credit Cost $(9,975.00), $ 9,500.00 $475.00 $9,975.00 CB&I Inc. 14109 S. Route 59 Plainfield, IL 60544 Tel: 815-439-3100 Fax: 815-439-3130 www.CBI.com Original cost of the A312 12 SS pipe estimated for the job was $28,482. At the time or order the delivery duration did not ineet our schedule., in order to to meet schedule we requested the use of A778 SS pipe which was accepted. The difference in cost was nominal but the savings to CB&I in the schedule was worth $ 10,000 so this is what was offered as a savings. Sincerely, � e Janse CB& 1. Inc Engineering - Procurement - Construction Since 1889 CONTRACT FIELD ORDER (CFO) ECEIVED DEPT OF PUBLIC WORKS FIELD ORDER NO: 06 OSHKOSH, WISCONSIN TO CONTRACTOR: Chicago Bridge & Iron PROJECT: Marion Road Water Tower Replacement PROJECT NO: 16-22 OWNER: City of Oshkosh ENGINEER: CH2M t. Relocate buried watermain to avoid conflict with sewer 1. Piping conflict was identified during construction because sewer was not accurately located in the City GIS or project drawings.. Contract Amountor Price Contract Times (Calculate Days) Original 1 3,624,000.00 Original Duration 730 Days Previous Contract Modification(s) 1 Previous Contract Days (Add/Deduct) Modification(s) (Add/Deduct) This Contract Modification (AddiDeduct) Revised Contract Amount 1 13,370.38 3 This Contract Modification 0 Days (AddlDeduct) Revised Contract Time 730 Days The Revised Contract Completion Date is: IniA Owne Contractor Engineer Recommendation BY: Date: ?7 ' 2-0 --1 g � By: CBIS Date: 1'` `�� yr ry By: CI-12ML- Dale: —3/ t / D- 6, e PROJECT No. 631646 City of Oshkosh Contract No. 16-22 Marion Road Water Tower Replacement Project Contractor: CB&I Project Manager: Lance Jansen Field Order 06 Description of Change Cost Install four (4)16" diameter mechanical joint 45 degree bends to avoid conflict with sewer CB&I Direct Costs from Subcontractor $11,626.42 CB&I Mark-up 15% $1,743.96 Total Cost FO 06 $13,370.38 Sincerely, ��"anc risenCB&I, Inc. 14 i ' 1i Engineering • Procurement • Construction Since 1889 CB&I Inc. 14109 S. Route 59 Plainfield, IL 60544 Tel: 815-439-3100 Fax: 815-439-3130 www.CBI.com a 3 m u; ti 'o 0 m 5 ci C 3 C 0 �m L N � � � O v3 c m y m C � O � � W ?� � 7 IIII IAI I � iii iiii�iunii 0 i uuii��e n NINNIIIINII IYI II �I�IIIIIII� N �Illlrll�ll II�II ° ilii iuumun� N u�iu� CONTRACT FIELD ORDER (CFO) FIELD ORDER NO: 07 TO CONTRACTOR: Chicago Bridge & Iron PROJECT: Marion Road Water Tower Replacement PROJECT NO: 16-22 OWNER: City of Oshkosh ENGINEER: CH2M RECEIVED MAR m 7- 2018 DEPT OF PUBLIC WORKS OSHKOSH, WISCONSIN Provide and install 2 -foot tank vent extension and install between tank vent nozzle and vent. Fabricate extension of 1/4 inch steel. Blast, prime and paint per Section 09 90 00 Painting and Coating. Provide additional clearance between vent inlet and accumulated snow. Contract Amount or Price ContractTimes (Calculate (Days) Original $ 3,624,000.00 Original Duration 730 Days Previous Contract ldodification(s) $ Previous Contract Days (A"Deducl) Modificallon(s) (AddlDeducl) This Contract Modification S 5,290.23 This Contract Modification 0 Days iAddlDadus+) (AddfDeduct) Revised Conlract Time Revised Contract Amount $ The Revised Contract Completion Date is: 730 Days GT.Y W PRoJECr No. 681646 Contractor Engineer Recommendation BY" Date: �7 — ZO l� 8y: C B & I Date: TLo,le By: C H 2 M Dale: PRoJECr No. 681646 CB&I Inc. 14109 S. Route 59 Plainfield, IL 60544 Tel: 815-439-3100 Fax: 815-439-3130 www.CBI.com City of Oshkosh Contract No. 16-22 Marion Road Water Tower Replacement Project Contractor: CB&I Project Manager: Lance Jansen Field Order 07 Description of Change Cost Impact.. Hours Rate Total Add tank vent extension Engineering 6 $130.59 $783.54 Provide and intsall 2'-0" vent extension from vent nozzle to vent. Fabricate 1/4" steel, blast prime and finish paint per contract. Project $4,600.20 Management 6 $163.22 $979.32 Estimating 4 $128.59 $514.36 CB&I Mark-up 15% $690.03 Fabrication 4 $ 77.64 $310.56 Tank Field 4 $112.15 $448.60 (8 hours due to multiple coats of finish and cure Total FO 07 $5,290.23 Paint Field 8 $112.15 $897.20 time between) $3,933.58 Material including paint $462.62 Freight $204.00 Lump sum Total CB&I cost $4,600.20 Paint material was an estimated material quantity and the freight was estimated as a shop cost to ship the extension to the project jobsite. Sincerely, /Lanc nse &I, I c Engineering • Procurement • Construction Since 1889