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HomeMy WebLinkAboutCAG-20-065 - Duvall - Change Order 7 . oela Change Order No. 07 iii)It`► 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 ❑X Determination of Additional Working Days ® Engineer's Estimate of Change Order Cost ❑X 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. 07 Storm Drainage at NE 9th Street Contract Title: Duvall Avenue NE Contract No. CAG-20-065 Page 1 of 1 City of Renton Field Directive No: 4 •'' Project Name: Duvall Ave NE Contractor: Reed Trucking and Excavating,Inc. Contrail No: CAG-20-065 By: Federal Aid No: N/A TIB No: N/A Date: 1/31/22 Construction Manager: Tani Stafford 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 additional work: 1.Furnish and install 3 Catch Basin Type 1 Structures and approximately 80 LF of 8-inch diameter ductile iron storm pipe at the intersection of NE 9th Street and Duvall Avenue NE,in the vicinity of Sta 900+00 RT,per Plan Revision 503-012622 2.Connect the added improvements to CB No 7 3.Perform additional pavement removal and curb and gutter removal 4.Construct additional pavement repair and curb and gutter The additional work will be paid using the following bid items: Bid Item A50:Catch basin Type 1-3EA Bid Item A22:Removing Cement Conc Curb-15 LF Bid Item A25:Removing Asphalt Conc Pavement-80 SY Bid Item A37:HMA CI 1/2 In.PG 64-22-35 TN Bid Item A73:Cement Conc Traffic Curb and Gutter-15 LF A new Item will be created via Change Order, "Ductile Iron Sewer Pipe 8 In.Diam."and the quantity will be approximately 120 LF. Rough Cost Estimate,WSDOT Construction Manual 1-04.4,Changes. Cost Adjustments:Increase in cost is TBD. A Change Order covering this Field Directive will follow immediately. Contractor Date Equitable Adjustment[ti Irmination-CO No 7 Project Name:Duvall Avenue NE Contractor:Reed Trucking&Excavating Inc. Contract No:CAG 20-065 By: Tani Stafford Construction Manager: Tani Stafford,PE Date:3/01/22 New Contract Item Cost New Contract Quantity Item No. Description Change Unit Unit Price Total 7-A103 ADDITIONAL SURVEY 1 LS $1,680.00 $1,680.00 New Lump Sum Contract Item Cost $1,6,30.00 Bid Item Changes Bid Item Quantity No. Description Change Unit Unit Price Estimated Cast A22 Removing Cement Conc Curb 15if $10.00 5150.00 A25 Removing Asphalt Conc Pavement S0 SY $25.04 $2,000.00 A35 Crushed Surfacting Top Course 13 TN $40.00 $520.00 A37 HMA CI.1/2"PG 64-22 35 TN $103.00 $3,605.00 A44 Polypropylene Storm Sewer Pipe 12 In,Oiam 120 LF $55.00 $6,600.00 A50 Catch Basin Type 1 3 EA $1,400.00 $4,200.00 A73 Cement Conc.Traffic Curb and Gutter 15 LF $25.00_ $375.00 Estimated Bid Item Cost $17,450.00 ESTIMATED CHANGE:ORDER COST 1, $19,130.00 Narrative: The equitable adjustment for the additional storm drainage improvements and extending the planing limits at the intersection of NE 9th St and Duvall Ave NE, as shown on the plans, is determined to be $19,130.00. There are several adjustments'to the quantities of existing unit prices, but none are adjusted over or under 25%. The Engineer's estimate of$22,400 for FWD 04 was prepared on 1/27/2022, based on Contract unit prices and using the Contract unit price for 12" DI pipe in place for the new 8" DI pipe. FWD No 4 was sent out on 1/31/22. The Contractor sent a quote for the work on 2/10/22, based on quotes received from suppliers and Con- tractor's work force. The Contractor's quote was evaluated and determined to be high. The City decided to allow the Contractor to use 12-inch PP storm pipe,for which there is an established bid price.That change brings the estimated cost down to$19,130.00 Determination of Additional Working Days A determination of two working days City of Renton - Duvall Ave NE,CAG 20-065 Field Directive No 04 Engineer's Estimate Date: 1/27/22 Qty Estimated Item No. Description Change Unit Price Amount A50 Catch basin Type 1 3 EA $1,400.00 $4,200.00 ** Ductile Iron Sewer Pipe 8 In. Diam. 120 LF $100.00 $12,000.00 A22 Removing Cement Conc Curb 15 LF $10.00 $150.00 A25 Removing Asphalt Conc Pavement 80 SY $25.00 $2,000.00 A37 HMA CI 1/2 In. PG 64-22 35 TN $103.00 $3,605.00 A73 Cement Conc Traffic Curb and Gutter 15 LF $25.00 $375.00 Total (rounded) $22,400.00 Assumptions: Used unit prices Assumed 8" DI price= 12" DI price 4 888888 888,,aa488888 8 8888888 88888888888888888888 8 22 „aaa "= „ „Aa „aa as „a „aa„»gaaa„6a8„ �al 1 F m 888888 8$8g$$8$$888 8 $8$ 888$8888p8 p$88$88888888888 8884 888g8888$888 8 88888g$888g88gga888B88888$88 1 88;89 41 888888 W gg 8 888888888 p888$8g88$g88888888 1 j k1sa•P ^aN'$.'a,.8gsaah41a . ,»g'.salx;„x.."^.y.!a al ,i,aa, »aaaa I $$$88$ 88888$8 88 $ 8 888 8$ 888$888888888888g888 1 h aaaa 48.11aa."a»'^aaa .a:a ax aa�aaaa^§„aa»a„x»»d» 3 Q 88888 88888$888888 8 8888888888888888888888888888 € c „aria^ ga„aa.^"»'aaaaa_aa»aaa»»„ »„ „„aaaaaa a»»»»aaa I 888g88`$88888888$88 8g8g88$$$8888888868888$$8888 88,88U1 8„„ 888s� g_BRaa„„a x�1818@ �a aa8a 2.7 111/a1Ma888981a9 aage$7a$$$8ae8$8g8ax$$as88a$ 1 I c aaaaa xg„a„gaaa-aaa.a�„»aa„a."aaaa2.--all-d d - a 1 o J o $8$881V 4 88888 8 $ 8 g$A$8888 8 $$888a$$A888888a „ax»ua !,,- a„&w aa_8. aas»aaga.^ a aaaa 8iaxaa„aa„a 6 2 Ivq 8gg$88 888as888gg88 8 gg8888�8$$8$a$ 88g$$$888888 z 5 „„aaaa a aaa as o_a aaaad a da»Na aaa„a_a LL N € t !gs1$a 11;;;a�igaag i ,W111RRg R gIVOM$NRa c i 0 5 a 5 88$8$8 888888g88 a 888 g88p$$$88g?!38^8ag88;$ A 3 8a aaa „„gaa„aa»aaa .„ aaaa aa„ a„aa„„„m u i IRIani llit2188118 a 1g eag^6a„aA9 sle axaas3wx i 0 t aaa g„»„„aa„„a„a_»/«„„^�„„ a»„a x' a„„ L ; 888888j181,29888884 8 888 888$$ag888$$$8 $$8s$aa8s aBg$ g: $$ $§§ § 8ss$ g vi - §§10.41!§§Agar F. Ra1 „ 130§8 a $ E „ A „aaaa . a58$$ 88.g.5V 5$g§5 $a1s8�$� R$2 2 V$gses„$aagg a 5 „„„w1 �„a„ „ laa alaaaaIaSaaalaaaaalia.!;141a ii 888882M8 888888888 8 88am888"4888a88a$k:8A4218488 „„ s a!a aa« aaaaxgaa 88888 88888888 888 8 8 88 $ 88 8$88 $ $8 8 8 8 $ $ 8 8 88 8 8 8 888 .8 z ; e 8a@$@.l.8a.,s88§.-888 a asaa-a#a'a8888aa-alaag8a.aa.„ • i $ M41,M as11Sagg411Ag@g$8xR4388§§8884ga$.ga$$as$ga a e as a„ a„„_»_„„a aaa a a 2 1 ^ ....§xm.f^^sa x ^^9.MM4M o^ -A ,,aga.88. @ 3 & i i 44434 l:m4gmr- 4a6 sa4Mba4441> 3346444454434437 S E888494 88s=.s8$8968 8$9^v28$$b§8y?-$`e°^^a8i ami 1 A E m 5 �§ i 4 p Eg W z z r N N a z 3 . il EE E9^ p3 F N.'0 i } . >,..-z s 'y3:Y 3Y. g=;g�$ F=, 3W . o �B 12 o 0�8„""3i2a i ;a` .4 U Vv alai a�9: 3 o'r ag a of .20: $ € so85 aggro€o imi pg4;;v m m1:::1 ss< h fs358aaaaa' � = 4And.HgnillO MI mm2 ¢ '. Engineer's Calculatio Additional Working Days Additional work impacting the Contractor's critical path: -Set 3 additional CBs 1 day -Excavation,pipe installation,backfilling,temp patching 1 day Additional Working Days by CO-2.0 days Additional non-critical path work -Additional survey staking -TV inspection of storm pipe -Additional planing and HMA placement ME aoeA-Project Schedule l� I92 Ra k Nan1 on faaa0 0 Prsuv 5uasaraaa 2i Obtm2 !pa sin I>1IDu Ur42e22 co,s Iv ,Maya nu.I C NM On I rep 1 6.1 1n t IIt ray f so l oa I em 1 ow rm DuvalfiDuvalAwn.N. ae dew noun 1/w/32 Fri''"" ".. 1 / ♦ PCMS 225 days Mon12/20/23 Fnlnnum„ I I 3 ,t Owner/ne0N0Vrmereency...Don an 12/20/21 Mon 13/30/31 I y Traffic copra 202 days Man 1/10/33 en 1/0/23 I I > Maboaaton 2 days Mon 1/3/n Trle 1/4/12 s 1 class a stern W on 1/3/22 Tue 1/a/22 Mums C Construction .doe& Men 3/1e/n Tf:4/3n2 33 ` lL fi ),aye 2 days Man 1/10/22 Tae 1/11/22 i 'x .9 erosion control 3 days Tue 1/13/33 Thu 1/12/22 ♦I .t sawca 2 days wed 1/12/12 Thu 1/12/u SUBMITTAL REVIEW Ii es dear and grub {days 301/14/22 I„..'. I 1114,13 l.r„,tT",tart I No E.cap:xma Tat. 12 on demo 2 days Thu 1/20/21 en 141/22 30 y Make Conecbona MIMI Water shutdw on ens thrust el0ck mhticarlan 1 day Thu 1/30/21 Thu 3/20/21 _Arne.,8 Redden* 14 othole UnIntes 2days Wu1/20/22 an1/23/22 Releclaa x<RanWY 15 n .stall new hydrants 2 days Man 3/I4/22 Tue 1/25/13 10 IMMRTBNT NOT•CE.7/Yntialr doe,not rata.e Ira Colradlote e 16 ee; Removal of Structures end abstructmna 3days wed 1/20/21 Tee 2/1/*3 1e.13 saanalbany m calmly BmiMn R emcee 1my Wed vvu Wed znnx wan the Pans.Snaocr 11Cns and I. R s�syuem 102an Wed 3/2/22 Tire 3/13/22 30,21.1f Conlrae0oanaags If l 4 nher Opc n0Of4ason II.. I Wed 3/16/12 layman I 1610, t20 e: Urwererwlnd dale. 20 day Wed 3/10/22 lens. I I✓1:a, „.I•f I CInbr��esa� 11 F let lkmmanon 20 day Wed 2111/23 lulun I �C 22 ,� .oade Excavation end w3mde b days Wed 2/3l/12 Tae3/3/l2 23.29 . ay. _._MS_._......Deb'.I/1122 211_•$ es G .days Wed 3/1/22 Man 3/T/:2 23 3. a *.aud Sidewalk Pre con 1day3 2.8/0/21 Toe3/U22 ND?Wan in laap 21 SijiF GR.and G 2 ears Toe3/a/22 Wed 3/9/20 20 edam y� b00 I1 . S.:kook.Ramot0w and IWOwells)"e`aW 113days Thu3/10/22 Monn3/2/n 22.41 �� n vlannlro weather nand.. 2dws .3/29/22 Wed 3(ID(32 31.a2Carib hme wrather.nd 2dew Thu3/31(23 an Vl/n 2f R Warl3alle A Cprtrucdon naln3 wed 3/2/n Tiu 3/11/22 30 Sunny 1 de, wed 3/7.122 wed 3/2/22 I I r an control 1 day wed 3/2/23 wed 1/2/22 1 I iday Wed 3/2113 wed3(2/22 33 it near end grub 1 da, The 3/3/22 Tau 3/3/12 34.35 3: a m0 1 day Frl 3/4/22 an 3/3/22 30 ' 35 Si Pothole utda3es 1 a.? 3r13/a/22 an 3/022 94 at a.system 1 day Mon 3/2/2: Mon 1/2/23 32 W way roadway...am and submade 2 days In.3/e/32. wed 3/9/22 3e 30 Si Cm 2 days Thu 3/10/22 pe 3/11/22 Ta,l:ala Mine= exem sawwy I•-- I 11344113* 3 4 salaw C 62004 Psgeet Clot..we.Project kb tea . ..... hwu0110 Bunn,..h III.ebn2] 3 P.n.s Data Man 1/10/22 edestore ♦ nceede a 1 vnunx 01 Cass la. v snowy 1-� ��Swot. 1 1 um,sw.rmn I I ...a m.o. 0 Page 1 REED Change Order Proposal #8 2207 Inter Ave.,Ste.A Puyallup,WA 98372 TRUCKING&EXCAVATING Office:(253)841-4837 Fax:(253)841-4816 GC/Owner: CITY OF Renton JSS#: 8 Reed Job No: 156 Project: Duvall Ave Date: 2/10/2022 Description: 8"di storm 3 runs totaling 120'including all items in 7-04.5 Subcontractor: Labor Costs Regular Overtime Amount Craft Employee Name Hours Rate Hrs Rate* Regular Overtime FM Jordan Ausbun 16 $ 86.42 $ 129.63 $ 1,382.72 $ - OP Jason Metzner 16 $ 84.38 $ 126.57 $ 1,350.08 $ - OP Jason Sniezak 16 $ 84.38 $ 126.57 $ 1,350.08 $ - PL Somnang Hean 16 $ 62.67 $ 94.01 $ 1,002.72 $ - TD Tom Shanahan 20 $ 74.43 $ 111.65 $ 1,488.60 $ - TD Ryan Eubanks 20 $ 74.43 $ 111.65 $ 1,488.60 $ - TCS Steve Cooper 16 $ 59.23 $ 88.85 $ 947.68 $ - *Including Fringe Benef Labor Subtotal $ 9,010.48 $ - Labor Total $ 9,010.48 Equipment Costs Equip. Regular Standby Amount # Equipment Hrs Rate Hrs Rate* Regular Standby FT03 2020 FORD F-450 16 $ 55.00 $ 27.50 $ 880.00 $ - EX09 2022 KOMATSU PC238USLC-11 16 $ 125.00 $ 62.50 $ 2,000.00 $ - EX05 2020 Komatsu PC138 8 $ 105.00 $ 52.50 $ 840.00 $ - WL02 2018 KOMATSU WA270-8 (3 CY CAPACITY) 8 $ 110.00 $ 55.00 $ 880.00 $ - AZO12019 ASPHALT ZIPPER 8 $ 95.00 $ 47.50 $ 760.00 $ - SS-614 2022 Super Solo Dump Truck 20 $ 110.00 $ 65.50 $ 2,200.00 $ - 5S-811 2022 Super Solo Dump Truck 20 $ 110.00 $ 65.50 $ 2,200.00 $ - CRO1 2015 CAT CB 24B ASPHALT COMPACTOR 4 $ 105.00 $ 52.50 $ 420.00 $ - Equipment Subtotals $ 10,180.00 $ - Equipment Total $10,180.00 Material Costs Supplier Material Invoice(s) Quantity Price Amount ferguson 8"Di 120.00 $ 37.13 $4,455.60 Cedar R dirt dump fees 4.00 $ 250.00 $1,000.00 Squak mtn recycled cstc 90.00 $ 7.50 $675.00 lakeside temp hma 12.00 $ 200.00 $2,400.00 Materials Total $8,530.60 Subcontractor Costs Subcontractor Scope Invoice(s) Quantity Price Amount Drain pro cleaning and testing _ 120 $20.00 $2,400.00 surveyor survey 3 cbs 1 $1,500.00, $1,500.00 $0.00 $0.00 . REED c ry Subcontractor Total $3,900.00 Cost Summary TRUCKING 6 EXCAVATING Total Labor $ 9,010.48 ,uN4r..n CW it Cnn....•tor.Mt 29% Labor Mark-up $ 2,613.04 Total Equipment $10,180.00 Date: 21% Equipment Mark-up $2,137.80 Total Materials $8,530.60 21% Material Mark-up $1,791.43 Contractor Foreman /Superintendent Total Subcontractors $3,900.00 12% Sub Markup up to$25K $468.00 10% Sub Markup$25K-$100K $0.00 Date: 7% Sub Mark-up Over$100K $0.00 Grand Total $ 38,631.35 Total LF This pricing Engineer Price per LF 7 321.93 determined to be too high UUI.uolyll CI I VelUpe IL-1.0II-0U°/.-IUlf I-YDJu-ML'+U-OULC I UyI,UM I I CA(,J-065, CO #7-22 c s z Y tl ii + °' 1" Change Order No. 7 Contract Title: Duvall Avenue NE Contractor: Reed Trucking&Excavating Inc. Contract No. : CAG-20-065 Federal Aid No. : N/A ® Ordered by Engineer ❑ Proposed by the Contractor(VECP) ❑ Unilateral Amount Working Days Original Contract: 260 $5,218,171.95 Current Contract: $5,266,895.95 260 Estimated Net Change This Order: $23,330.00 2 New Contract: $5,290,225.95 262 Prepare!':y: i Is a y: ��/ i ii. 3/3/22 (0 2'� Re dent gi Date gineer ity of Ren on Transportation Da e Design Manager) •eviewed By: Consent By: --k1/t 0------ 3/4/22 N/A Engineer of Record Date Surety(Great 5%cost and/or 20% Date ti ase) Reviewed By: rsed By: 6,e 3/4/2022 �_� ..-a --' 3- o�d f Renton Project Manager Date Contractor Date Reviewed By: DocuSignetl by: Approved by cheryl Beyer via 3/4/2022 email Martin Pastucha 4/11/2022 1 7:22 PM PDT \-888131FD98B449D... City Attorney Date city of Kenton vuoiic works Date Administrator/Mayor Change Order No. 7 Contract Title: Duvall Avenue NE Contract No. CAG-20-065 Page 1 of 4 UOI..u01y1I CI weitipe IU.D I rJUD/J-I.Ili I-N0J0-/1L4U-OULD I LJ L O 1// THE CONTRACT IS MODIFIED AS FOLLOWS: Description of Change: • Replace Plan Drawing No.SD3 with the attached Plan Revision Drawing No.SD3-030222. Revisions to this plan sheet reflect the following changes: As required per Field Work Directives No 4A the Contractor shall perform the following items of work at the intersection of NE 9th Street and Duvall Avenue NE: 1. Furnish and install 3 each Catch Basin Type 1 Structures and approximately 120 LF of 12-inch diameter Ductile Iron Sewer Pipe, in the vicinity of Sta 900+00 RT, per Plan Revision SD3-030222 2. Connect the added improvements to CB No 7 3. Perform additional pavement removal and curb and gutter removal 4. Construct additional pavement repair and curb and gutter • Add the following lump sum price item to the contract: o Lump Sum Price Item No. 7-A103 ADDITIONAL SURVEY, Quantity= 1 Lump Sum, Lump Sum Price=$1,680 per Lump Sum. • The additional work will also be paid via the following Contract Items at Contract Unit prices,these quantities are approximate: o Bid Item No. A24 REMOVING CEMENT CONC. CURB- 15 L.F., Quantity is revised from 190 to 205 L.F. o Bid Item No. A25: REMOVING ASPHALT CONC. PAVEMENT-80 S.Y. Quantity is revised from 1,230 to 1,310 S.Y. o Bid Item No. A35:CRUSHED SURFACING TOP COURSE— 13 TON Quantity is revised from 2,570 to 2,583 TON o Bid Item No.A37: HMA CL. 1/2 IN. PG 64-22-35 TON Quantity is revised from 7,410 to 7,445 TON o Bid Item No. A48: DUCTILE IRON SEWER PIPE 12 IN. DIAM.—120 L.F. r, ` Quantity is revised from 280 to 400 L.F. - o Bid Item No. A50: CATCH BASIN TYPE 1—3 EACH c� r - f q. Quantity is revised from 25 to 28 EACH t r�t; ,� , Lz` GC�jr"!� o Bid Item No. A73: CEMENT CONC.TRAFFIC CURB AND GUTTER- 15 L.F. % /S rl'Ade Quantity is revised from 4,600 to 4,615 L.F. f l24-, Change Order No. 7 Contract Title: Duvall Avenue NE Contract No. CAG-20-065 Page 2 of 4 uuuualyi I CI iv iupe lu.D Ir JUD/J-I M..I-413Ju-/14Yu-OULC I VyI..OFU Special Provisions: 12 1-05.4 Conformity With and Deviation from the Plans and Stakes This Section is supplemented with the following: The Lump Sum contract price for ADDITIONAL SURVEY shall be full pay for all labor,equipment, materials and supervision utilized to perform the additional staking for the change order No 7 work as specified including any resurveying, checking, correction.of errors, replacement of missing or damaged stakes and coordination efforts. Reason for Change: The existing grades at the intersection of NE 9th Street are flat causing drainage issues. The proposed drainage improvements will pick up storm drainage from NE 9th Street to reduce surface water flow onto Duvall Ave NE. Materials: . No Change Plans: The attached revised Plan Drawing No.SD3-030222. Adjustment: This Change Order includes changes as defined in 1-04.4. Specifically,the altering of plans,Special Provisions,the increased quantities and the additional survey staking work required for these changes. The adjustment shall be made with the lump sum price for the new lump sum item for 7-A103 ADDITIONAL SURVEY and also via the unit price items noted.The estimated cumulative cost of these changes is$23,330.00 The equitable adjustment determination is attached. Extension of Time: The Time for Completion is extended 2 Working Days.There is no extended overhead. Equitable Adjustment: This Change Order includes an equitable adjustment per Section 1-09.4 of the 2021 WSDOT/APWA Standard Specifications. Change Order No. 7 . Contract Title: ' Duvall Avenue NE Contract No. CAG-20-065 Page 3 of 4 IJUIJUOIy1 I CI IVI;IUtJC I V.D 1 r'J,DI J-I Wt.,I-4DJU-/1L4U-OULC I UMI,UM/ Payment will be measured and paid under the respective lumi4um and unit prices for the contract items listed in the Equitable Adjustment Cost table. The added survey will be paid under the Lump Sum Price Item No.7-A103 ADDITIONAL SURVEY,Quantity= 1 Lump Sum, Lump Sum Price=$1,680 per Lump Sum. The attached Equitable Adjustment Cost table lists the lump sum and unit contract items that are adjusted due to this change. The unit contract item quantities are estimates;the Contractor will be paid based on the actual quantities installed. 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. Attachments: Forms to be attached to Change Order ® Plans ® Equitable Adjustment Determination • Change Order No. 7 Contract Title: Duvall Avenue NE Contract No. CAG-20-065 Page 4 of 4 L/ul.u. IyII CI Ivetupe IL/.D I r., D/J-lyli I-4DJU-ML4L/-OULC/ / Equitable Adjustment Determination - CO No 7 Project Name:Duvall Avenue NE Contractor:Reed Trucking&Excavating Inc. Contract No:CAG 20-065 By: Tani Stafford Construction Manager: Tani Stafford,PE Date:3/02/22 New Contract Item Cost New Contract Quantity Item No. Description Change Unit Unit Price Total 7-A103 ADDITIONAL SURVEY 1 LS $1,680.00 $1,680.00 New Lump Sum Contract Item Cost $1,680.00 Bid Item Changes Bid Item Quantity No. Description Change Unit Unit Price Estimated Cost A22 Removing Cement Conc Curb 15 LF $10.00 $150.00 A25 Removing Asphalt Conc Pavement 80 SY $25.00 $2,000.00 A35 Crushed Surfacting Top Course 13 TN $40.00 $520.00 A37 HMA Cl. 1/2"PG 64-22 35 TN $103.00 $3,605.00 A48 Ductile Iron Sewer Pipe 12 In. Diam 120 LF $90.00 $10,800.00 A50 Catch Basin Type 1 3 EA $1,400.00 $4,200.00 A73 Cement Conc.Traffic Curb and Gutter 15 LF $25.00 $375.00 Estimated Bid Item Cost $21,650.00 ESTIMATED CHANGE ORDER COST I $23,330.00 C c c c O Lc n GENERAL NOTES: 0 I. CONTRACTOR SNAEt MID WIWI All.EMT.; g N if IlTR1T7louTIp/5. -� /�� 2. ALL RECTANO°tAR CATCH XA)N MANIC AND a - x R�l9lJLXa"-� % GUMMY. a mullimi txaiiO2 cTry/1}[ C N Original contract Grind and Overlay Limits to remain _ J B MOiE° 0 t }4.. of S. SEE SHEETLA2 NCO♦OODIOAML SEMI ACE WATER 1 T O - / Cr _._ .. L ON AGE NOTES. G y IM T-".-.,.."-".-`..''.-=jig. 2 a. 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