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Home My WebLink AboutCAG-20-065 - Duvall - Change Order 32 MIRChange Order No. 32 Backup Documentation Contract Title: Duvall Avenue NE Contractor: Reed Trucking& Excavating, Inc. Contract No. : CAG -20-065 Federal Aid No. : N/A Attachments: Backup Documentation ® Field Directive • Equitable Adjustment Determination • Determination of Additional Working Days C5 Engineer's Estimate of Change Order Cost Engineer's Calculation of Additional Working Days ❑ Contractor's Quote ❑ Project Labor List ❑ Contractor's Equipment list including rates per AGC-WSDOT Equipment Agreement ❑ Summary of invoices for rented equipment ❑ Summary of invoices for materials Change Order No. 032 Wood Fence Contract Title: Duvall Avenue NE Contract No. CAG -20-065 Page 1 of 1 City of Renton Field Directive No: 35 Project Name: Duvall Ave NE Contractor: Reed Trucking and Excavating,Inc. Contract No: CAG-20-065 By: --r11111=111— Federal Aid No: N/A TIB No: N/A volW Date: Construction Manager: Tani Stafford 4/18/2023 The following is documentation of the oral order given by the Resident Engineer per WSDOT Std Spec 1-04.4 The Contractor is directed to do the following changed work: Furnish and construct a new 6-foot high pressure treated cedar fence between approx Sta 911+70 RT and then north to the existing tree near Sta 911+86 RT, located at back of sidewalk per the attached detail.Connect the new fence to the existing fence on on the south end of the gap and to the side yard fence near the south end of the gap. BI A120 Wood Fence-1 LS Cost Adjustments: Additional cost for new contract item: BI A120 Wood Fence-1 Lump Sum @$1,892.06 A Change Order covering this Field Directive will follow immediately. Contractor Date s- ..... ....,..- ..,.0' '°'"-.s''''..". • . '''* .•.....-.- ' - IT* ,.. ,. .-r , • . • , ..,. -.h.:. -Ai,- .‘ 4/4tigusesaik .. Je 1 1.----,_.- L_ .:- ,___-..........-.4,... ,,....,,,,0 . 4 , 14• . . -: ..1,,,:. ,, is ,,. • - __-;AL-,_ ..-„,.. ‘. , r . ..:0, .01w—.77v".7,4•$ • .o.' T., ...,„14,-. t -1...;..„, ,.....„---,,,,. •#N-aii....... 1 *' • Connect to south - i .114 fence..„, • - , 40 ,:' ,• ''''•. . • ., •I.. . A., : i .,...: '' - •' : ii' '• .; 4 . -\.''.* 'Connect to side yard ,• •, • N.,,,, . . • ' 05 ' ' - r . ..... , ,......,.. ..... . . X • f . • ifence - iii• 73( ‘ A :i•,,., Fill Gap in Fence ,_. , . . r , ' - • . • ,- • ., • Il 11114 End fence near tree . ..II 11. ) *•7*• -,r-, -, • ''. •%. 1 :•••::-11).7-;.. f• i I. i • .,- . x -- •-.:1 'f /, i \ , i 4 •.447::., - .v ,, , • . ... -- ....AIL. ,. , . t 'V • ... 14... 4. ,-.. . i I , -.... • _.... •. '-.--4,-,?---. --„-- .. . .. t *11 . ,. .. ;,.•t.; . -. ...t• '7.-- T 7 4 - _ __.., r4.,,," , : • , .-- ---- ._ . . 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PAGE 1 OF 2 1 l 0_ - POST CAP 2"x4" CAP W/ CHAMFERED EDGE 1"x4" O FASCIA /0 2"x4" TOP RAIL i i iTemporary 2"x4" DIAGONAL BRACE 24'-0"± O.C. o AC5 i — '2"x4"x3'-0" STAKE. ,� " DRIVE INTO GROUND 1 x6 PICKETS 2'-0" MIN THIS SIDE 4"x4" POST TO STREET i i 4"x4" BOTTOM RAIL W/ , FGRIN ADEISHED 1" ROUTED CHANNEL 1 A ‘7 \<. • - (2/ \ Y \ 7/C<"WK M\ a< ‘‘ i -....-----" o CONCRETE FOOTING I / 0 • / COMPACTED o �\� SUB—GRADE—N. .\/N I I 4 4 4 _— 1" DIAMETER WASHED //\�//\/ I 1 1-4" I DRAIN GRAVEL PAGE 2 OF 2 Equitable Adjustment Determination - CO No 32 Project Name:Duvall Avenue NE Contractor:Reed Trucking&Excavating Inc. Contract No:CAG 20-065 By: Tani Stafford Construction Manager: Tani Stafford,PE Date:04/18/23 Contract Item Changes Bid Item Quantity No. Description Change Unit Unit Price Cost 32-A120 Wood Fence 1 LS $1,892.06 $1,892.06 Contract Item Cost $1,892.06 CHANGE ORDER COST $1,892.06 Narrative: FWD No 35 was issued on 04/18/23 directing the Contractor construct approximately 16 LF of wood fence on the east side of Duvall Avenue NE, near the back yard of 1059 Duvall PL NE. The existing failing wood fence had been removed as part of CO No 24, but the removal left a gap in the fencing. The Engineer's estimate was prepared on 4/17/23 for a total estimated cost of$1,950. The Con- tractor quoted $1892.06 on 4/17/23, which was accepted. Determination of Additional Working Days A determination of zero additional working days was made. Engineer's Estimate City of Renton-Duvall Ave NE,CAG 20-065 Field Directive No 34 Engineer's Estimate Date:4/17/23 Item No. Description Quantity Unit LS Price Total A120 Wood Fence 16 LF $1,950.08 $ 1,950.08 Total(rounded) $ 1,950.08 Description: Wood Fence 6-foot high,approx 16 LF Date TBD Prime contractor Labor:(Reed Trucking) Hours Rate Total Foreman 4 $86.42 $345.68 Labor Cost $345.68 Markup(31%) $107.16 Subtotal Labor Cost $452.84 Prime contractor Equipment: Hours Reg Rate Total Service Truck 4.0 $40.00 $160.00 Equipment Cost $160.00 Markup(21%) $33.60 Subtotal Equipment Cost $193.60 Subcontractor Labor:(C&P FEncina) Hours Rate Total Two Man Crew 4 $139.00 $556.00 Labor Cost $556.00 Markup(31%) $172.36 Subtotal Labor Cost $728.36 Subcontractor Equipment: Hours Reg Rate Total Service Truck 4.0 $40.00 $160.00 Equipment Cost $160.00 Markup(21%) $33.60 Subtotal Equipment Cost $193.60 jwbcontractor Matorial: Qty Invoice Total Wood and Screws 1 $200.00 $200.00 Material Cost $200.00 Markup(21%) $42.00 Subtotal Subcontractor Material Cost $242.00 Total Subcontractor Cost $1,163.96 Markup(12%) $139.68 Total Cost: $1,950.08 Engineer's Calculation of Additional Working Days See CO No 28, this work falls within the critical path work for the additional days in that change order. Contractor's Quote REEDr Change Order Proposal #40 2207 Inter Ave.,Ste.A C. Puyallup,WA 98372 TRUCKING B EXCAVATING Office:(253)841-4837 I..ar... u.a c...............1� Fax:(253)841-4816 GC/Owner: City of Renton JSS#: 40 Reed Job No: 156 Project: Duvall Ave NE Date: 4/17/2023 Description: Wood Fence Subcontractor: C&P Fencing Labor Costs Regular Overtime Amount Craft Employee Name Hours Rate Hrs Rate* Regular Overtime FM Travis Haney 4 $ 86.42 $ 129.63 $ 345.68 $ - $ - _ $ - $ - $ $ - $ - $ - $ $ - $ - $ - $ $ $ - $ - $ *Including Fringe Benef Labor Subtotal $ 345.68 $ - Labor Total $ 345.68 Equipment Costs Equip. Regular Standby Amount # Equipment Hrs Rate Hrs Rate* Regular Standby FT04 2022 FORD F-350 4 $ 56.29 $ 18.47 $ 225.16 $ - $ - $ - $ - $ $ - $ - $ - $ $ - $ - $ - $ $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - Equipment Subtotals $ 225.16 $ - Equipment Total $225.16 Material Costs Supplier Material Invoice(s) Quantity Price Amount $0.00 $0.00 $0.00 $0.00 Materials Total $0.00 Subcontractor Costs Subcontractor Scope Invoice(s) Quantity Price Amount C&P Fencing 6 ft Wood Fence(per LF) _ 16 $65.11 $1,041.76 $0.00 $0.00 $0.00 REED C. Summary Subcontractor Total $1,041.76 Cost TRUCTONG s EXCAVATING Total Labor $ 345.68 31% Labor Mark-up $ 107.16 Total Equipment $225.16 Date: 21% Equipment Mark-up $47.28 Total Materials $0.00 21% Material Mark-up $0.00 Contractor Foreman /Superintendent Total Subcontractors $1,041.76 12% Sub Markup up to$25K $125.01 10% Sub Markup$25K-$100K $0.00 Date: 7% Sub Mark-up Over$100K $0.00 Grand Total $ 1,892.06 _ Pay Estimate Date Engineer Bid Item Number j DocuSign Envelope ID:FFOAC649-E865-42D0-9- )C8909C7B9D5 1 , CAG-20-065, CO #32-23 G\cY O� 14Pa- + c' N-r O`a' Change Order No. 32 Contract Title: Duvall'Avenue NE Contractor: Reed Trucking and Excavating, Inc. Contract No..: CAG 20-065 Federal Aid No.: N/A ® Ordered by Engineer 0 Force Account ❑ Proposed by the Contractor'(VECP) ® Bid Item - ❑ Unilateral 0 Lump Sum Amount Working Days Original Contract: $5,218,171.95 260 Current Contract: $5,906,261.91 ' , .277 Estimated Net Change This Order: . +$1,892.06 0 New Contract: $5,908,153.97 277 Prepared B I : By: 4/21/23 _ $ 13 Resident Date nginee ityo en on Transportation Oa e Design Manager) Reviewed By: Consent By: 4/25/23 N/A Engineer of Record Date Surety(Gre an 25%cost and/or 20% Date crease) Reviewed By: Endorsed By: 4/Z.0(023' f Renton Project Manager Date Contractor Date Reviewed By: - Docuslgned by: Approved by Cheryl Beyer via 4/28/2023 email ;bMartin Pastucha 5/9/2023 1 5:05 PM PDT City Attorney Date utyeot Kenton mimic works Date Administrator/Mayor Change Order No. 32 Contract'Title: Duvall Ave NE Contract No. CAG 20-065 Page 1`of 3 DocuSign Envelope ID:FFOAC649-E865-42D0-9( C8909C7B9D5 THE CONTRACT IS MODIFIED AS FOLLOWS: Description of Change: As required in FWD 35-The Contractor is directed to do the following changed work: Furnish and construct a new 6-foot high pressure treated cedar fence between approximate Sta.911+70 RT and then north to the existing tree near Sta.911+86 RT, located at back of sidewalk, per the attached detail.Connect the new fence to the existing fence on the south end of the gap and to the side yard fence near the south end of the gap. Reason for Change: Approximately 30 LF of wood fence removal was performed via Change Order No 24 where the existing fence was damaged and falling down onto the sidewalk. The fence removal limits abutted two properties. The property to the north has a second existing private chain link fence along the property in this location, located to the east of the wood fence. The property to the south does not have an existing fence along the property. The addition of 16 LF of new wood fence fills in the gap in the fencing along the south property. Affects DBE Work: 0 Yes ® No No changes to DBE work. Materials: No 2. Western Red Cedar Pickets, Pressure-treated Douglas Fir posts and rails, hot dipped galvanized hardware. Plans: Wood Fence Detail Equitable Adjustment: This Change Order does include an equitable adjustment per Section 1-09.4 of the 2021 WSDOT/APWA Standard Specifications. See the attachment. Extension of Time:The Time for Completion is extended 0 Working Days.. Change Order No, 32 Contract Title: Duvall Ave NE Contract No. CAG 20-065 Page 2 of 3 DocuSign Envelope ID:FFOAC649-E865-42D0-9i, )C8909C7B9D5 Sections 1-04.4 and 1-04.5 of the 2021 WSDOT/APWA Standard Specifications shall govern this Change Order.The Work of the referenced Contract is modified to include the changes detailed herein.The payment provided for herein shall constitute the complete and final settlement for all costs of labor,equipment, materials,overhead, profit,permit fees,and all other claims that may be made by the Contractor as a result of this change. To be attached to Change Order: • ® Plan Change Order No. 32 Contract Title: Duvall Ave NE Contract No. CAG 20-065 Page 3 of 3 DocuSign Envelope ID:FF0AC649-E865-42D0-9C1 C8909C7B9D5 Equitable Adjustment Determination -CO No 32 Project Name:Duvall Avenue NE Contractor:Reed Trucking&Excavating Inc. • Contract No:CAG 20-065 By: Tani Stafford ConstructionManager: Tani Stafford,PE Date:04/18/23 Contract Item Changes Bid Item Quantity No. Description Change Unit Unit Price Cost 32-A120 Wood Fence 1 LS $1,892.06 $1,892.06 Contract Item Cost $1,892.06 CHANGE ORDER•COST --_. _ 41;89206. DocuSign Envelope ID:FFOAC649-E865-42D0-9,, )C8909C7B9D5 8'-0" O.C. _ f POST CAP (STYLE MAY VARY) 2"x4" CAP W/ CHAMFERED EDGE r 1"x4" FASCIA n' FINISHED I GRADE • - 5" 1"x6" WESTERN RED CEDAR PICKETS 21•"x4" PRESSURE-TREATED DOUGLAS FIR BOTTOM RAIL 4"x4"x8'-0" PRESSURE-TREATED DOUGLAS FIR POST. "SUNWOOD" OR EQUAL. NOTES: 1. CONCRETE FOOTINGS SHALL BE 5-SACK MIX 2,000 PSI IN 28 DAYS. 2. ALL HARDWARE, NAILS, SCREWS, ETC. SHALL BE HOT DIP GALVANIZED. 3. 2"x4" AND 1"x6" MEMBERS SHALL BE NO. 2 WESTERN RED CEDAR. 4"x4" MEMBERS SHALL BE PRESSURE-TREATED DOUGLAS FIR. PAGE 1 OF 2 DocuSign Envelope ID:FFOAC649-E865-42D0-9( 'C8909C7B9D5 1 0_ _ - - POST CAP 0 - 2"x4" CAP W/ CHAMFERED EDGE 1"x4" /�_.'. _ FASCIA :0 2"x4" TOP RAIL ,# Temporary 0 . 2"x4" DIAGONAL BRACE 24'-0"± O.C. 0 0 ', • . . m O k5" ' .0, - 2"x4"x3'-0" STAKE. .. . ' DRIVE INTO GROUND 'e - 1"x6" PICKETS 2'-0" MIN THIS SIDE � :0' �_ TO STREET 0 4"x4" POST i• FINISHED 0 2"x4" BOTTOM RAIL W/ GRADE gam" n 'ROUTED CHANNEl ®. r o o CONCRETE FOOTING 74) . • • o COMPACTED • o , SUB—GRADE 1 DIAMETER WASHED DRAIN 1'-4" wI, GRAVEL PAGE 2 OF 2 DocuSign Envelope ID:FFOAC649-E865-42D0-9 )C8909C7B9D5 Change Order No. 32 Backup Documentation Contract Title: Duvall Avenue NE Contractor: Reed Trucking& Excavating, Inc. Contract No. : CAG-20-065 Federal Aid No. : N/A Attachments: Backup Documentation ® Field Directive °- Equitable Adjustment Determination ® Determination of Additional Working Days ® Engineer's Estimate of Change Order Cost °&� Engineer's Calculation of Additional Working Days ® Contractor's Quote ❑ Project Labor List O Contractor's Equipment list including rates per AGC-WSDOT Equipment Agreement ® Summary of invoices for rented equipment ❑ Summary of invoices for materials Change Order No. 032 Wood Fence Contract Title: Duvall Avenue NE Contract No. CAG -20-065 Page 1 of 1 DocuSign Envelope ID:FFOAC649-E865-42D0-9( C8909C7B9D5 City of Renton Field Directive No: 35 ifR Project Name: Duvall Ave NE Contractor: Reed Trucking and Excavating,Inc. Contract No: CAG-20-065 By: -111611 i Federal Aid No: N/A Ar=' TIB No: N/A Date: Construction Manager: Tani Stafford 4/18/2023 The following is documentation of the oral order given by the Resident Engineer per WSDOT Std Spec 1-04.4 The Contractor is directed to do the following changed work: Furnish and construct a new 6-foot high pressure treated cedar fence between approx Sta 911+70 RT and then north to the existing tree near Sta 911+86 RT,located at back of sidewalk per the attached detail.Connect the new fence to the existing fence on on the south end of the gap and to the side yard fence near the south end of the gap. BI A120 Wood Fence-1 LS Cost Adjustments: Additional cost for new contract item: BI A120 Wood Fence-1 Lump Sum @$1,892.06 A Change Order covering this Field Directive will follow immediately. Contractor Date DocuSign Envelope ID:FFOAC649-E865-42D0-9C4D-0C8909C7B9D:, , . __ h, "' AI- 1•--.. .r.agli1r• AO10olio. ••s.4'nr 4E J-. t- , Ai, Igo Ititvlikos -- 4 `ail - ,.,47,01* ` 'Connect to south 1 r- 0- ., :-• a. .• ...... 'fence i . _ , t'. • . Connect to side yard 3 . i `, : i, fence .' ..- • - " Fill Gap in Fence `` r4� w •. ram.. . a� - 4 End fence near tree # II 1 . 1 1 -1 '. " k- ••-- jA, kL I _ , • 1. , W less it w ! /C 4 3i - *. - \7 _ .... - ... e , { i ' i'. ' I r T • . 1 I • i $ i 711 af - __ - - .r^ • .. 5"„-•raouM'..,;�•,.. •4.' J + 'l��iF.r DocuSign Envelope ID: FFOAC649-E865-42D0-9C C8909C7B9D5 8'-0" O.C. POST CAP (STYLE MAY VARY) 2"x4" CAP W/ CHAMFERED EDGE 1 x " FASCIA U FINISHED GRADE \\\_ frr 5" 1"x6" WESTERN RED CEDAR PICKETS 4"x4" PRESSURE-TREATED DOUGLAS FIR BOTTOM RAIL 4"x4"x8'-0" PRESSURE-TREATED DOUGLAS FIR POST. "SUNWOOD" OR EQUAL. NOTES: 1. CONCRETE FOOTINGS SHALL BE 5-SACK MIX 2,000 PSI IN 28 DAYS. 2. ALL HARDWARE, NAILS, SCREWS, ETC. SHALL BE HOT DIP GALVANIZED. 3. 2"x4" AND 1"x6" MEMBERS SHALL BE NO. 2 WESTERN RED CEDAR. 4"x4" MEMBERS SHALL BE PRESSURE-TREATED DOUGLAS FIR. PAGE 1 OF 2 DocuSign Envelope ID:FFOAC649-E865-42D0-9t DC8909C7B9D5 - POST CAP 2"x4" CAP W/ CHAMFERED EDGE 1"x4" FASCIA i e 2"x4" TOP RAIL Temporary 2"x4" DIAGONAL BRACE 24'-0"f O.C. o 'CD � �g — 2"x4"x3'-0" STAKE. DRIVE INTO GROUND 1"x6" PICKETS 2'—O" MIN THIS SIDE " " TO STREET / 4"x4" POST FINISHED 1" 4"x4"ROUTED BOTTOMCHANNEL RAIL W/ GRADE o 0 o CONCRETE FOOTING M A // COMPACTED \ - o \ SUB—GRADE ) /\ o1" DIAMETER WASHED /�\//\/ • 1'-4" I DRAIN GRAVEL PAGE 2 OF 2 DocuSign Envelope ID:FF0AC649-E865-42D0-9C C8909C7B9D5• Equitable Adjustment Determination - CO No 32 Project Name:Duvall Avenue NE Contractor:Reed Trucking&Excavating Inc. Contract No:CAG 20-065 By: Tani Stafford Construction Manager: Tani Stafford,PE Date:04/18/23 Contract Item Changes Bid Item Quantity No. Description Change Unit Unit Price Cost 32-A120 Wood Fence 1 LS $1,892.06 $1,892.06 Contract Item Cost $1,892.06 CHANGE ORDER COST , • . " I • $1,892.06 Narrative: FWD No 35 was issued on 04/18/23 directing the Contractor construct approximately 16 LF of wood fence on the east side of Duvall Avenue NE, near the back yard of 1059 Duvall PL NE. The existing failing wood fence had been removed as part of CO No 24, but the removal left a gap in the fencing. The Engineer's estimate was prepared on 4/17/23 for a total estimated cost of$1,950. The Con- tractor quoted $1892.06 on 4/17/23, which was accepted. DocuSign Envelope ID:FFOAC649-E865-42 4D-0C8909C7B905 Determination of Additional Working Days A determination of zero additional working days was made. DocuSign Envelope ID:FFOAC649-E865-42D0-9( C8909C7B9D5 City of Renton-Duvall Ave NE,CAG 20-065 Field Directive No 34 Engineer's Estimate Date:4/17/23 Item No. Description Quantity Unit LS Price Total A120 Wood Fence 16 LF $1,950.08 $ 1,950.08 Total(rounded) $ 1,950.08 Description: Wood Fence 6-foot high,approx 16 LF Date TBD Prime contractor Labor:(Reed Trucking! Hours Rate Total Foreman 4 $86.42 $345.68 Labor Cost $345.68 Markup(31%) $107.16 Subtotal Labor Cost $452.84 Prime contractor Equipment: Hours Reg Rate Total Service Truck 4.0 $40.00 $160.00 Equipment Cost $160.00 Markup(21%) $33.60 Subtotal Equipment Cost $193.60 Subcontractor Labor:(C&P FEncing) Hours Rate Total Two Man Crew 4 $139.00 $556.00 Labor Cost $556.00 Markup(31%) $172.36 Subtotal Labor Cost $728.36 Subcontractor Equipment: Hours Reg Rate Total Service Truck 4.0 $40.00 $160.00 Equipment Cost $160.00 Markup(21%) $33.60 Subtotal Equipment Cost $193.60 Subcontractor Material: Qty Invoice Total Wood and Screws 1 $200.00 $200.00 Material Cost $200.00 Markup(21%) $42.00 Subtotal Subcontractor Material Cost $242.00 Total Subcontractor Cost S1,163.96 Markup(12%) $139.68 Total Cost: $1,950.08 DocuSign Envelope ID:FFOAC649-E865-421 4D-0C8909C7B9D5 Engineer's Calculation of Additional Working Days See CO No 28, this work falls within the critical path work for the additional days in that change order. DocuSign Envelope ID:FFOAC649-E865-42D0-9C 38909C7B9D5 REED i Change Order Proposal #40 2207Inter Ave.,Ste.A Puyallup,WA 98372 TRUCKING&EXCAVATING Office:(253)841-4837 h.oe....i.CI.Ws.*.w..w Fax:(253)841-4816 GC/Owner: City of Renton JSS#: 40 Reed Job No: 156 Project: Duvall Ave NE Date: 4/17/2023 Description: Wood Fence Subcontractor: C&P Fencing Labor Costs Regular Overtime Amount Craft Employee Name Hours Rate Hrs Rate* Regular Overtime FM Travis Haney 4 $ 86.42 $ 129.63 $ 345.68 $ - $ - $ - $ - $ $ - $ - $ - $ $ $ - $ - $ $ - $ - $ - $ *Including Fringe Benef Labor Subtotal $ 345.68 $ - LaborTotal $ 345.68 Equipment Costs Equip. Regular Standby Amount # Equipment Hrs Rate Hrs Rate* Regular Standby FT04 2022 FORD F-350 4 $ 56.29 $ 18.47 $ 225.16 $ - $ - $ - $ - $ $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - Equipment Subtotals $ 225.16 $ - Equipment Total $225.16 Material Costs Supplier Material Invoice(s) Quantity Price Amount $0.00 $0.00 $0.00 $0.00 Materials Total $0.00 Subcontractor Costs Subcontractor Scope Invoice(s) Quantity Price Amount C&P Fencing 6 ft Wood Fence(per LF) 16 $65.11 $1,041.76 $0.00 $0.00 $0.00 REED~ Subcontractor Total $1,041.76 �, Cost Summary TRUCKING&EXCAVATING Total Labor $ 345.68 "w"� �"'.Ma 31% Labor Mark-up $ 107.16 Total Equipment $225.16 Date: 21% Equipment Mark-up $47.28 Total Materials $0.00 21% Material Mark-up $0.00 Contractor Foreman /Superintendent Total Subcontractors $1,041.76 12% Sub Markup up to$25K $125.01 10% Sub Markup$25K-$100K $0.00 Date: 7% Sub Mark-up Over$100K $0.00 Grand Total $ 1,892.06 Pay Estimate Date Engineer Bid Item Number