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HomeMy WebLinkAboutSWP272710(7) BIDSUMMARY r SUMMARY: -- - Contractor Name: Schedule A Listed Schedule A Actual Schedule B Listed Schedule B Actual Schedule C Listed Schedule C Actual TOTAL LISTED TOTAL ACTUAL DlBerence Engineer's Estimate $ 3,696,185.20 $ 3,696,185.20 $ 284,754.63 $ 284,754.63 $ 53,197.71 $ 53,197.71 $ 4,034,137.54 $ 4,034,137.54 $ (0.00) Scarsella Bros.,Inc. $ 3,478,275.03 $ 3,478,275.03 $ 204,688.52 $ 204,688.52 $ 35,472.83 $ 35,472.83 $ 3,718,436.38 $ 3,718,436.38 $ 0.00 Garry Martino Constr.Co $ 3,456,042.35 $ 3,456,042.35 $ 243,814.60 $ 243,814.60 $ 74,476.79 $ 74,476.79 $ 3,774,333.74 $ 3,774,333.75 $ 0.01 Rody 3 Sons $ 3,555,933.95 $ 3,644,627.95 $ 235,637.11 $ 235,537.11 $ 53,930.76 $ 53,930.76 $ 3,845,401.82 $ 3,834,095.82 $ (11,306.00) KLB Construction $ 3,625,136.10 $ 3,622,172.85 $ 257,546.85 $ 257,548.85 $ 43,557.29 $ 43,557.29 $ 3,926,240.24 $ 3,923,276.99 $ (2,963.25) R.W.Scott Const.Co $ 3,639,720.67 $ 4,023,086.42 $ 254,216.76 $ 264,215.77 $ 65,111.13 $ 65,111.13 $ 3,959,047.56 $ 4,342,413.32 $ 383,365.76 Mid-Mt Contractors Inc. $ 3,707,040.50 $ 3,707,040.50 $ 234,825.35 $ 234,825.35 $ 37,672.25 $ 37,672.25 $ 3,979,538.10 $ 3,979,538.10 $ (0.00) Atkinson Construction $ 3,677,241.50 $ 3,677,241.50 $ 280,943.86 $ 280,943.86 $ 40,317.75 $ 40,317.75 $ 3,998,503.11 $ 3,998,503.11 $ (0.00) Scoccolo Construction $ 3,838,746.41 $ 3,838,746.41 $ 279,219.18 $ 279,219.18 $ 68,384.33 $ 68,384.33 $ 4,186,349.92 $ 4,186,349.92 $ 0.00 Thomco Const.Inc. $ 3,899,936.27 $ 3,899,936.27 $ 246,402.16 $ 246,402.16 $ 54,347.78 $ 64,347.78 $ 4,200,686.21 $ 4,200,686.21 $ 0.00 Kiewit Pactric Co. $ 3,939,955.55 $ 3,939,955.55 $ 249,043.69 $ 249,043.69 $ 36,847.98 $ 36,947.98 $ 4,225,847.22 $ 4,225,847.22 $ 0.00 Dennis R Craig Const.Inc. $ 3,998,249.17 $ 3,998,249.17 $ 314,413.82 $ 314,413.82 $ 44,305.22 $ 44,305.22 1$ 4,356,968.21 $ 4,356,968.21 $ (0.00) R.L.Alia Com an $ 4,201,825.60 $ 4,201,825.60 $ 232,261.52 $ 232,261.52 3 45,796.62 $ 45.796.62 $ 4,479,883.74 $ 4,479,883.74 $ 0.00 Page I III. PROJECT PROPOSAL CITY OF RENTON City of Renton-Planning/Building/Public Works Department OAKESDALE AVENUE SOUTHWEST SOUTHWEST 27TH STREET TO SOUTHWEST 27TH STREET SCHEDULE OF PRICES Note: Unit prices for all items, all extensions, and total amount of bid must be shown. All entries must be written or entered in ink. Show unit price in both words and figures and where conflict occurs, the written or typed words shall prevail. K1: RC=Item for which there is a City of Renton Supplemental Specification SP=Item for which there is a Special Provision SCHEDULE A— ROADWAY ITEM APPROX. ITEM WITH UNIT PRICE BID UNIT PRICE AMOUNT NO. QUANTITY UNITS (Unit Prices to be Written in Words) DOLLARS CTS DOLLARS CTS Al LS �Mobilization r 1-09.7 per LS A2 7.40 AC Clearing and Grubbing 2-01 ( r SP per AC A3 970 LF Clearing Limit Fence 2-01 SP $ r'Jc /f4�s S. co S! �S. Qv per LF A4 LS Removal of Structures 2-02 and Obstructions RC/SP $�„o�y—Tria.sQ� ba il4rr 3a, Ciao. a o per LS A5 LS Remove Existing Retaining Wall 2-02 SP ego- $TI,rec a, on per LS A6 350 LF Saw Cutting 2-02 RC/SP -.S.no per LF A7 5,664 SY Remove Asphalt 2-02 Concrete Pavement RC $`(%roc �:)o)Ica(-s per SY A8 300 LF Remove and Reset 2-02 Chain Link Fence SP $ A)ih t'-D-Al rr per LF A9 1 EA Remove and Reset 2-02 Metal Gate SP $l he I hCGSQ�i V .VS IO fS �60.vtl /�CJ dC�. CS v per EA A— 1 III.PROJECT PROPOSAL CITY OF RENTON City of Renton-Planning/Building/Public Works Department OAKESDALE AVENUE SOUTHWEST SOUTHWEST 27TH STREET TO SOUTHWEST 16TH STREET SCHEDULE OF PRICES SCHEDULE A-ROADWAY(Continued) ITEM APPROX. ITEM WITH UNIT PRICE BID UNIT PRICE AMOUNT NO. UNITS QUANTITY (Unit Prices to be Written in Words) DOLLARS CTS DOLLARS CTS A 10 610 LF Remove Paint Stripe 8-22 $ � , Ce.J, 0.So .3dS. 0d per LF All 7 EA Remove Painted Traffic 8-22 Arrow per EA A 12 1.0 HUND. Remove Raised Pavement 2-02 Marker /� SP $ Sed& -�}1Jt 'De Jkrs 6 do per HUNIY A13 LS Relocate Irrigation System 1-07.17 '7Srrr_'<...((`Csto-.�:'4.. (\� SP $ Fit r A..,.t 4 �W en`�,..`T 3Ul� -3 '4 �.W per LS A14 LS Utility Relocations 1-07.17 and Pfotection RC/SP $r'4'T�a4r��� �al�arr 4/0 000.60 per LS A15 7,564 CY Roadway Excavation, 2-03 including Haul RC/SP per CY A16 640 CY Channel Excavation, 2-10 including Haul nn $6,,A I-Am 6 6 C.0 a per A17 10,674 CY Water Quality Pond 2-03 Excavation,including Haul S 39 7 �� pc Y A18 20,500 CY Mitigation Wetland Excavation, 8-32 including�Hau} I S $ ,�i L arr Seije. . tit CeA e. 7f 7r, 371_o-o per Cef A19 100 CY Unsuitable Foundation Excavation 2-03 including Haul /� RC $ l eK per CY A-2 1/9/98 III.PROJECT PROPOSAL CITY OF RENTON ,. City of Renton-Planning/Building/Public Works Department OAKESDALE AVENUE SOUTHWEST SOUTHWEST 27TH STREET TO SOUTHWEST 16TH STREET r.. SCHEDULE OF PRICES SCHEDULE A-ROADWAY(Continued) IIG ITEM APPROX. UNITSITEM WITH UNIT PRICE BID UNIT PRICE AMOUNT NO. QUANTITY (Unit Prices to be Written in Words) DOLLARS CTS DOLLARS CTS A20 280 TON Quarry Spalls 8-15 $ ir'h, ��'ars .30.0a Q y0-0.156 per TON tier A21 29,325 TON Gravel Borrow,including 2-03 Haul ( RC/SP $ Ili r3 ' - iJE l Pn'tS �lS .2.5 ' -a .,2 per ON A22 1,299 CY Structure Excavation Class A, 2-09.3(3) including Haul q per CY A23 LS Shoring or Extra Excavation 2-09 Class A SP per LS A24 990 SF Shoring or Extra Excavation 2-09 Class B $' Iwa .II S. -2-do J, !8o•dp per SF A25 201 CY Gravel Backfill for Abutment 2-09 Wall ( ( SP $ irT4 �l(M rs per CY A26 1,254 TON Gravel Backfill for Trench 2-09 P per eON A27 3,171 TON Gravel Backfill for Modular 2-09 Bloc Wal �1 r SP per N A28 58 LF Corrugated Polyethylene Storm 7-04 Sewer Pipe-8 inch diamet 929-70 per LF A29 1,705 LF Corrugated Polyethylene Storm 7-04 Se er Pipe 1�112tiinch i et `p� �1 $ n J.e/14er 't iJE ee,. s . r per A- 3 ��' , ; 1/9/98 r III.PROJECT PROPOSAL CITY OF RENTON City of Renton-Planning/Building/Public Works Department OAKESDALE AVENUE SOUTHWEST SOUTHWEST 27TH STREET TO SOUTHWEST 16TH STREET SCHEDULE OF PRICES SCHEDULE A-ROADWAY(Continued) ITEM APPROX. UNITS ITEM WITH UNIT PRICE BID UNIT PRICE AMOUNT NO. QUANTITY (Unit Prices to be Written in Words) DOLLARS CTS DOLLARS CTS A30 234 LF Corrugated Polyethylene Storm 7-04 Sewer Pipe- 18 ' ch diameter -23.35 S, 'J63.90 per LF A31 1,047 LF Corrugated Polyethylene Storm 7-04 Sewer Pipe-24 inch diameter /� p per LF A32 811 LF Ductile Iron Storm Sewer Pipe- 7-04 12 inctl diamete Jl � z $�,r� ree ars i en •r 33./S' 2 L, ��7'• per LF A33 396 LF Ductile Iron Storm Sewer Pipe- 7-04 18 ' ch diameter per L A34 145 LF Ductile Iron Storm Sewer Pipe- 7-04 24-�iin�ch_diameter P per F A35 9 EA Adjust Catch Basin 7-05.3(1) �d�•,o�-Ctl ���y� jl RC per EA A36 4 EA Connection to Existing Pipe 7-05.3(3) 'r ( r$ RC l" tl4ndrect [IQ 6a per EA A37 4 EA Connection to Existing Catch 7-05.3(3) Basin I t RC -I-do cuo r per EA , A38 3 EA Concrete Inlet 7-05 ' $ f:4ei,y01r-eCl���c�s y per EA A39 29 EA Catch Basin-Type 1 (r SS 7-05 $ h „�O�rEd �./'a is 7tso.oe mod+ 3Od.c)O per EA A-4 1/9/98 III.PROJECT PROPOSAL CITY OF RENTON City of Renton-Planning/Building/Public Works Department OAKESDALE AVENUE SOUTHWEST SOUTHWEST 27TH STREET TO SOUTHWEST 16T H STREET SCHEDULE OF PRICES SCHEDULE A-ROADWAY(Continued) ITEM APPROX. ITEM WITH UNIT PRICE BID UNIT PRICE AMOUNT NO. QUANTITY UNITS (Unit Prices to be Written in Words) DOLLARS CTS DOLLARS CTS A40 9 EA Catch Basin-Type 2- 7-05 48 inch diameter (� $(�1CT+tac.sa r d�XI 44j SN .,�. Jt�dL 0,4 /S o 7S:ao per EA A41 2 EA Catch Basin-Type 2- 7-05 72(in.�d{ia.wBa�fflet' r r SP $YTa�1�asa.,c� t i.t�dw•,clrt��ll.rs S,sao_oo /I,aoo•ao per EA A42 Not Used $0.00 A43 1 EA Debris Barrier 2- 7-04 24 inch diameter SP $ rda4•.,oLed Wftrs Soe.acl T60 d� per EA A44 10 EA Cap Pipe End 7-04 SP $ rs So.a� Soo.ao per EA A45 9 EA Stake Pipe End 7-04 ,�- SP per EA A46 LS Water Quality Ponds r r 7-05 $ Ci lc�CG1acSan� a�la�s SP 6ao•oo per A47 LS Water Quality Vault 7-05 T-e gw,.. SP $ I=,.,e .,cd �1��� s7, Sae.cn, per LS A48 488 CY Soil Excavation for Shaft 6-13 including Haul-6 ft.dia. SP $ncIWa L,r d per CY A49 FA Removal of Shaft Obstruction 6-13 SP $Five thousand $5,000.00 per FA A- 5 1/9/98 III.PROJECT PROPOSAL CITY OF RENTON City of Renton-Planning/Building/Public Works Department OAKESDALE AVENUE SOUTHWEST SOUTHWEST 27TH STREET TO SOUTHWEST 16TH STREET SCHEDULE OF PRICES SCHEDULE A-ROADWAY(Continued) ITEM APPROX. UNITS ITEM WITH UNIT PRICE BID UNIT PRICE AMOUNT NO. QUANTITY (Unit Prices to be Written in Words) DOLLARS CTS DOLLARS CTS A50 137,939 LB Steel Reinforcing Bar 6-02.5 SP per LB A51 488 CY Concrete Class 4000W for 6-02 Shaft f "� SP $N;nG A. l a l]b j r5 per CY A52 311 CY Concrete Class 4000 for 6-02 Briidd e SP 1 we M�,�red �>`i1(Q•s .ZS"o_cv 77 75�.co per CY A53 LS Superstructure 6-02 Sp,,,�rriingbrorok Creek Bridge SP $YidP �{�S�f�N� I`/trsSQ.it����4" �60,000.00 per LS A54 1 CALC. Deficient Strength Concrete 6-02.3(5) Price Adjustment Amount entered for $0.00 per CALC. bid purposes A55 1 CALC. Slump and Air 6-02.3(5) Price Adjustment Amount entered for $0.00 per CALC. bid purposes A56 301 LF Pedestrian Barrier 6-10 SP per LF A57 5,386 SF Modular Block Wall 8-28 SP per SF A58 777 LF Handrail 6-06 n SP per LF A59 777 LF Railing Seat 6-10 SP $ ����a�s c�fo.o0 62,f64•dJ per Llr A- 6 1/9/98 III.PROJECT PROPOSAL CITY OF RENTON City of Renton-Planning/Building/Public Works Department OAKESDALE AVENUE SOUTHWEST SOUTHWEST 27TH STREET TO SOUTHWEST 16TH STREET SCHEDULE OF PRICES SCHEDULE A-ROADWAY(Continued) ITEM APPROX. ITEM WITH UNIT PRICE BID UNIT PRICE AMOUNT NO. QUANTITY UNITS (Unit Prices to be Written in Words) DOLLARS CTS DOLLARS CTS A60 4,581 TON Crushed Surfacing 4-04 To Course p �(\� q { $� o."T Als �cV�►/�,"7f1IL &.,� 11.7f 53, b'sL.7f per TON A61 100 SY Planing Bituminous 5-04.3(14) Pavement $Jwe.,4.. �•1�4� 1a.an .z, aad.00 per SYT— A62 2,658 TON Asphalt Concrete Pavement 5-04 Class A SP per TON A63 7,690 TON Asphalt Concrete Pavement 5-04 Class rrp nn per TO A64 137 CY Concrete Class 4000 for 5-05.3(19) Bridge Ap roach Slab (� SP per CY A65 66 EA Bridge Approach Slab 5-05.3(19) Anchor SP $�I%;dr 4t�►L 3a. per EA A66 24,244 LB Steel Reinforcing Bar 5-05.3(19) for Briid�e A pr ch Slab SP per LB A67 10,314 LB Epoxy-Coated Steel Reinf. 5-05.3(19) Bar for Bridge Approach Slab SP $ S, _3e,,a., per LB A68 FA Temporary Water Pollution/ 1-07.15 Erosion Control RC/SP $Three thousand,five hundred $3,500.00 per FA A69 5,458 LF Construction Geotextile for 2-12 Tem orar Silt Fence SP / c per LF A- 7 1/9/98 III.PROJECT PROPOSAL CITY OF RENTON City of Renton-Planning/Building/Public Works Department OAKESDALE AVENUE SOUTHWEST SOUTHWEST 27TH STREET TO SOUTHWEST 16TH STREET SCHEDULE OF PRICES SCHEDULE A-ROADWAY(Continued) ITEM APPROX. UNITS ITEM WITH UNIT PRICE BID UNIT PRICE AMOUNT NO. QUANTITY (Unit Prices to be Written in Words) DOLLARS CTS DOLLARS CTS A70 673 SY Construction Geotextile for 2-12 Soil Stabilization SP $`7iArse._�)ht)art 3.a� .;L, (S/%" per SY A71 0.50 AC Mulching 8-01.3(5) $. . IlriaWGC!cA �•Ro, SP '7So.a-o 37s!� per AC A72 335 SY Clear Plastic Cover 8-01.3(8) SP per SY A73 2 EA Stabilized Construction 8-01.3(12) Entrance r �(( S $�Il�eC 1!)O4Sa.� !`ije l �� 3,S00•d o -7, ado.643 per EA A74 20 EA Storm Drain Inlet Protection 8-01.3(13) 1 r� pp r SP $ C7k��ana I-,4 �l ia►T /Sa.00 3,aaa•oo per EA A75 376 CY Hand Placed Riprap 8-15 SP per CY r A76 LS Path Modifications 8-30 � SP $t-�'ue�aasatic! �d{�4rs .��aao.ac per LS A77 0.89 AC Roadway-Related Seeding 8-01.3(4) Tel�e�(�1.ayso(.d SP ("s /-2, 3Ca.a per AC A78 1.70 AC Future-Roadway Seeding I8-01.3(4) $()se otisa..4 Uwe 9,J Pd Niti����+s /, /1'd.6 d per AC A79 1.48 AC Upland Seeding r 8-01.3(4) r44*e., noasv..ct SP $ �)ill t411 j i-.'`k� yJgtrs /S;7s6.a0 �3� 606.op per AC A- 8 1/9/98 III.PROJECT PROPOSAL CITY OF RENTON City of Renton-Planning/Building/Public Works Department OAKESDALE AVENUE SOUTHWEST SOUTHWEST 27TH STREET TO SOUTHWEST 16TH STREET SCHEDULE OF PRICES SCHEDULE A-ROADWAY(Continued) ITEM APPROX. UNITS ITEM WITH UNIT PRICE BID UNIT PRICE AMOUNT NO. QUANTITY (Unit Prices to be Written in Words) DOLLARS CTS DOLLARS CTS A80 2.37 AC Constructed-Wetland 8-01.3(4) Seeding SP $L,, � � �c�iec� i �`4�ut�aws AC, 93r. 3/�, �9� 9S' per-AC A81 6.85 AC Liming 8-013(4)C SP $ �de}1u�c1rPA Sw ,•�%�eb�I(grr S71r� 3, 938. 7s' per AC A82 1,316 EA PSIPE Trees 8-02.3 SP� per EA A83 1,797 EA PSIPE Shrubs 8-02.3 SP per EA AM 3,600 EA PSIPE Emergents 8-02.3 SP per EA A85 1,500 SY Wildlife Fabric 8-32 '� pp SP 3dd-g-o per A86 2 EA Snags 8-32 SP � ,(_- $ h;dt �KC� �114rr �OO �, OdO. axU per EA A87 8 EA Downed Logs II 8-32 r,•$ Ue j Prac�4 � SP Soa.ao �aoa.aQ per EA A88 89,200 SF Temporary Irrigation 8- (Mitigation Wetland) SP $ /W e.�`�,r per SF A89 4,707 LF Cement Concrete Barrier 8-04 Curb and Gutter SP $Sele„�ejf�rt C • .�e G., 7 7!C- 3e, y79..>•f per LF A-9 1/9/98 III.PROJECT PROPOSAL CITY OF RENTON City of Renton-Planning/Building/Public Works Department OAKESDALE AVENUE SOUTHWEST SOUTHWEST 27TH STREET TO SOUTHWEST 16TH STREET SCHEDULE OF PRICES SCHEDULE A-ROADWAY(Continued) ITEM APPROX. UNITS ITEM WITH UNIT PRICE BID UNIT PRICE AMOUNT NO. QUANTITY (Unit Prices to be Written in Words) DOLLARS CTS DOLLARS CTS A90 213 LF Cement Concrete Barrier 8-04 Curb /n� r SP per LF A91 158 LF Type A Block Traffic 8-07 Curb /� t $ &.1c )[ics per LF A92 3,872 SY Cement Concrete Sidewalk 8-14 / $ 1 i� �a�'4 rr e•t`h1• JC /S 7 sr 6 0. per SY A93 5,415 LF Paint Stripe 8-22 RC per LF A94 420 LF Plastic Crosswalk n 1 8-22 Stri $Ope�a�l4c ��`file.,"4s RC /.SO �30.00 per LF A95 165 LF Plastic Stop Bar 8-22 _ C $�0 Db) s `�-��Jt (_ems per LF A96 50 EA Plastic Traffic Arrow 8-22 RC $�t1�y�,•`�f�e�.bJ�a.n� 3s:ao 1. 7s6.aci per EA A97 2 EA Painted Preferential Lane 8-22 Symbol RC/SP per EA A98 6,000 EA Raised Pavement Mazker- 8-09 RC Type l n -( / A. per EA A99 570 EA Raised Pavement Marker-/ny _(r 8-09 Type RC $ u,a �n f z t i l e�`h 2./S ro per EA A- 10 1/9/98 Ift.PROJECT PROPOSAL CITY OF RENTON City of Renton-Planning/Building/Public Works Department OAKESDALE AVENUE SOUTHWEST SOUTHWEST 27TH STREET TO SOUTHWEST 16TH STREET SCHEDULE OF PRICES SCHEDULE A-ROADWAY (Continued) ITEM APPROX. ITEM WITH UNIT PRICE BID UNIT PRICE AMOUNT NO. QUANTITY UNITS (Unit Prices to be Written in Words) DOLLARS CTS DOLLARS CTS A100 LS Permanent Signing 8-21 per LS Al 11 LS Illumination System, 8-20 Complete 2,e A,,,d re' d D,.e RC/SP $` 6,s—, d Pde)Ld,'tA /o/, r6rj.av per LS A102 LS Traffic Signal System 8-20 Complete �(l;ne`�.-}h��e RC/SP $ arrsn i S;x CSK c� l i a r s 93. 40�,-d o per LS A103 LS Interconnect,Complete 8-20 ILeh n� 1-7 etic RC/SP $ per LS A104 LS Traffic Control 1-10 ` RC/SP y,,- ,ae 04S4 ors per LS A105 LS Contractor Supplied 1-05 Surveyor RC $ per LS A106 6 EA Monument Case and Cover 8-13 RC per EA A107 LS Settlement Instrumentation 8-33 SP per LS A108 4 EA Crossshtotle Sonic {Log Te�s(ting/ 6-13 $�4r►1 he4�-�.c! r�r t �•rcc.lere�����rS � Soo.a d 6, O oo.ay per EA / / TOTAL-SCHEDULE A: $ `�F, 375. 03\v A- 11 1/9/98 III.PROJECT PROPOSAL CITY OF RENTON City of Renton-Planning/Building/Public Works Department OAKESDALE AVENUE SOUTHWEST SOUTHWEST 27TH STREET TO SOUTHWEST 16TH STREET SCHEDULE OF PRICES Note: Unit prices for all items, all extensions,and total amount of bid must be shown. All entries must be written or entered in ink. Show unit price in both words and figures and where conflict occurs, the written or typed words shall prevail. Key: RC=Item for which there is a City of Renton Supplemental Specification SP=Item for which there is a Special Provision SCHEDULE B - SPRINGBROOK CREEK CHANNEL WIDENING ITEM APPROX. UNITS ITEM WITH UNIT PRICE BID UNIT PRICE AMOUNT NO. QUANTITY (Unit Prices to be Written in Words) DOLLARS CTS DOLLARS CTS B1 LS Mobilization ( r 1-09.7 $ 'G.r I�t0�.S4 .d�a�la,rS �O� Odp-00 per LS B2 1.07 AC Clearing and Grubbing 2-01 �{ SP �� $f7ooc—�ha4sv.. . >6 5`Q�s Y,000_e y 2go•a 0 per AC B3 5,788 CY Channel Excavation, 2-10 includin Haul n SPr per B4 1,000 CY Structure Excavation Class A, 2-09.3(3) including Haul p $ s See -�r�e �e.,Is Elf- 7f6•oa er ley B5 LS Shoring or Extra Excavation 2-09 Cl(a�ss A SP $� uP aks.... �� �,oaa<o-p per LS B6 1,093 TON Gravel Backfill for Modular 2-09 Block Wall SP er TON B7 2,616 SF Modular Block Wall 8-28 r 4 SP $ r SF B8 LS Adjust Storm Water 7-04 Oull`Vfiaklve d ([ SP / $ c Sc.Sa.. Ors `7,G�0- dV per LS B - 1 III.PROJECT PROPOSAL CITY OF RENTON City of Renton-Planning/Building/Public Works Department OAKESDALE AVENUE SOUTHWEST SOUTHWEST 27TH STREET TO SOUTHWEST 16TH STREET SCHEDULE OF PRICES t SCHEDULE B -SPRINGBROOK CREEK CHANNEL WIDENING (Continued) ITEM APPROX. ITEM WITH UNIT PRICE BID UNIT PRICE AMOUNT NO. QUANTITY UNITS ITEM Prices to be Written in Words) DOLLARS CTS DOLLARS CTS B9 FA Temporary Water Pollution/ 1-07.15 Erosion Control RC/SP $Three thousand,five hundred $3,500.00 per FA B10 1,018 LF Construction Geotextile for 2-12 Te p'orary SilttFence SP I, �� $ 7'�c- ��0.rs Y/(j 7, 13 72-. Co per LF B 11 0.50 AC Mulching 8-01.3(5) SP per AC B 12 335 SY Clear Plastic Cover 8-01.3(8) $Q r �o ��✓S SP �i•av �. 35�0-o-4 per SY B13 764 SY Erosion Control Blanket 8-01.3(8) SP _ per SY B14 0.62 AC Upland Seeding 8-01.3(4) Six�ee..,�r/ a/��4pp.c rr SP( $�ia� anarefl1rh, lat��lars per AC B15 75 EA PSIPE Trees 8-02.3 ((�� SP $ �es ,��}-1 Je �a��a rs 7foo S 6�5"00 per EA B16 1,732 EA PSIPE Shrubs ((�� ff ��11 �r( 8-02.3 per EA B 17 276 EA Live Stakes 8-31 - sP per EA B - 2 III.PROJECT PROPOSAL CITY OF RENTON City of Renton-Planning/Building/Public Works Department OAKESDALE AVENUE SOUTHWEST SOUTHWEST 27TH STREET TO SOUTHWEST 16TH STREET SCHEDULE OF PRICES SCHEDULE B -SPRINGBROOK CREEK CHANNEL WIDENING (Continued) ITEM APPROX. UNITS ITEM WITH UNIT PRICE BID UNIT PRICE AMOUNT NO. QUANTITY (Unit Prices to be Written in Words) DOLLARS CTS DOLLARS CTS B 18 14 EA Large Woody Debris 8-31 SP $ FiJ2 ., ars Sba.ap �, 000-0p per EA _ B 19 LS Contractor Supplied 1-05 Surveyin-Q`T7- / RC $�ihe / te4Sa�tl �a'I¢!S e60-64 per LS SUBTOTAL-SCHEDULE B: $ /?o 1f79- 30 8.6%Sales Tax: $ /G, s i TOTAL-SCHEDULE B: $ z— !/ B - 3 . • , IIl.PROJECT PROPOSAL CITY OF RENTON City of Renton-Planning/Building/Public Works Departments ;f t art' • �, �, `k .� � �c u' . + ,�'.r*� OAKESDALE AVENUE SOUTHWEST40 SOUTHWEST 27TH STREET TO V . . SOUTHWEST 16TH STREET ` SCHEDULE OF PRICES # (Note: Unit prices for all items, all extensions, and total amount of bid must be shown. All entries must be written or entered in ink Show unit price in both words and figures and where conflict occurs, the written, or typed words shall prevail.) 111-101�* KKe : RC=Item for which there is a City of Renton Supplemental Specification r SP=Item for which there is a Special Provision (E¥, SCHEDULE C-SANITARY SEWER STUBS ITEM APPROX. UNITS ITEM WITH UNIT PRICE BID UNIT PRICE AMOUNT NO. QUANTITY (Unit Prices to be Written in Words) DOLLARS CTS DOLLARS CTS C1 LS Mobilizattion 1-09.7 $ see )hNrSat�+ Xa�s 3 aoa-C,,:� per LS C2 90 CY Removal and Replacement 7-17 of Unsuritab e Fill Material $�i�`4,. tJe. �aJ�o,ci 3Sap 3 iSo.ao per CY C3 LS Utility Relocations 1-07.17 and Protection 1( ( �1� IRC/SP $�we'h► sa•,� rtue 1dc..�Qre -Nilar: per LS C4 135 LF Ductile Iron Sewer Pipe- 7-17 12 incp dieter per LF C5 2 EA Manhole 7-05 48 inch dia. f' r $ lwa�►a4sa.,� �Je n Ct .t„f`Qd.dp Sdot•c10 per EA C6 9 LF Manhole Additional Height 7-05 48 inch diameter (� $ ,/a dre-& cx 1dd.o� f,Slm d 0 per LF C7 LS Trench Safety Systemm 2-09 SP $ f de r 4,0 rel �%JIQ..s Sd-ap per LS C8 LS Dewatering 7-08.3(1)A $ 04! J hCc,SGn tl ►l(a SPss a per LS y C9 517 TON Gravel Backfill for Trench 2-09 SP Qcs /�. 00 S,/7d•Qy per TON C - 1 1/9/98 • 'III.PROJECT PROPOSAL CITY OF RENTON ' City of Renton-Planning/Building/Public Works Department OAKESDALE AVENUE SOUTHWEST SOUTHWEST 27TH STREET TO SOUTHWEST 16TH STREET SCHEDULE OF PRICES SCHEDULE C- SANITARY SEWER STUBS (Continued) ITEM APPROX. ITEM WITH UNIT PRICE BID UNIT PRICE AMOUNT NO. QUANTITY UNITS (Unit Prices to be Written in Words) DOLLARS CTS DOLLARS CTS C10 LS Television Inspection 7-17 _r t / $ �rX N u n C�' � ):> 1e 110 1-3RC s 6 Go- 0 0 per LS C11 LS Contractor Supplied 1-05 Surveying �� 1r RC $ per LS SUBTOTAL-SCHEDULE C: $ 32, C C 2.7s 8.6%Sales Tax: $ z. c S Y sr S ', A TOTAL-SCHEDULE C: $ .35,�72•9'3 a 5 rCA# f i ddr C bd wt Y � 4 x ,,yr74,idk4 t.., „ q,'•'.. ir 5 � C - 2 1/9/98 III.PROJECT PROPOSAL CITY OF RENTON City of Renton- Planning/Building/Public Works Department. , J OAKESDALE AVENUE SOUTHWEST ` # SOUTHWEST 27TH STREET TO SOUTHWEST 16TH STREET Y2 r yr SCHEDULE OF PRICES 4" 4- - V• :e 'kESc k SUMMARY SHEET rr f �� x� �,�� �' +ivx,��a S�` ' 1'fi� w 3� � '+u' !�''W' �a ��• . ' F r * `+ SCHEDULE A-ROADWAY(Brought forward from Page A11) 3 1/7��.)�`a3 . SCHEDULE B-SPRINGBROOK CR.CHANNEL WIDENING(Brought forward from Page 133) Zoe/ 6�$.C z SCHEDULE C- SANITARY SEWER STUBS(Brought forward from Page C2) js; 4�2 83 yYn : GRAND TOTAL FOR SCHEDULES A,B AND C: .h d% Amount in words of Grand Total for Schedules A,B and C. 1►'lree Nei��`�'+ �p,Je.� �� sa, a•C► and i �Cl L✓� cents 91 BY SIGNING THIS PROPOSAL,THE BIDDER FURTHER DECLARES THAT HE/SHE FULLY UNDERSTANDS THE CONSTRAINED SCHEDULE FOR THIS PROJECT AND HEREBY PROPOSES TO ' COMPLETE THE WORK INCLUDED IN THIS IMPROVEMENT WITHIN THE TIME LIMIT FOR COMPLETION,AS DEFINED IN THE PROJECT CONTRACT DOCUMENTS THE UNDERSIGNED BIDDER AGREES TO COMMENCE WORK ON THIS PROJECT,IF AWARDED TO HIM/HER,NO LATER THAN 10 DAYS AFTER FINAL EXECUTION OF THE CONTRACT AGREEMENT AND TO COMPLETE THE WORK WITHIN 139 WORKING DAYS. i Dated at Xer� `J A this day of J 4• , 199 ' $ YPS•' h 1i tt, �j ��VY� D — I a CITY OF RENTON City of Renton-Planning/Building/Public Works Department OAKESDALE AVENUE SOUTHWEST SOUTHWEST 27TH STREET TO SOUTHWEST 16TH STREET ENGINEER'S ESTIMATE Key: RC=Item for which there is a City of Renton Supplemental Specification SP=Item for which there is a Special Provision SCHEDULE A -ROADWAY ITEM APPROX. ITEM WITH UNIT PRICE BID UNIT PRICE AMOUNT NO. QUANTITY UNITS (Unit Prices to be Written in Words) DOLLARS CTS DOLLARS CTS Al LS Mobilization 1-09.7 8.00% $267,000.00 per LS A2 7.40 AC Clearing and Grubbing 2-01 $4,000.00 $29,600.00 r AC A3 970 LF Clearing Limit Fence 2-01 $2.50 $2,425.00 SP per LF A4 LS Removal of Structures 2-02 $27,000.00 and Obstructions RC/SP per LS A5 LS Remove Existing Retaining Wall 2-02 $1,000.00 SP per LS A6 350 LF Saw Cutting 2-02 $4.00 $1,400.00 RC/SP per LF A7 4,872 SY Remove Asphalt 2-02 $4.00 $19,488.00 Concrete Pavement RC per SY A8 792 SY Pulverize Asphalt Concrete 2-03 $3.00 $2,376.00 Pavement and Compact In-situ SP per SY A9 300 LF Remove and Reset 2-02 $10.00 $3,000.00 Chain Link Fence SP per LF A - 1 CITY OF RENTON City of Renton-Planning/Building/Public Works Department OAKESDALE AVENUE SOUTHWEST SOUTHWEST 27TH STREET TO SOUTHWEST 16TH STREET ENGINEER'S ESTIMATE SCHEDULE A - ROADWAY (Continued) ITEM APPROX. ITEM WITH UNIT PRICE BID UNIT PRICE AMOUNT NO. QUANTITY UNITS (Unit Prices to be Written in Words) DOLLARS CTS DOLLARS CTS A 10 1 EA Remove and Reset 2-02 $1,500.00 $1,500.00 Metal Gate SP per EA All 610 LF Remove Paint Stripe 8-22 $0.50 $305.00 per LF Al2 7 EA Remove Painted Traffic 8-22 $35.00 $245.00 Arrow per EA A 13 1.0 HUND. Remove Raised Pavement 2-02 $110.00 $110.00 Marker SP per HUND. A14 LS Relocate Irrigation System 1-07.17 $7,500.00 SP per LS A 15 LS Utility Relocations 1-07.17 $32,500.00 and Protection RC/SP per LS A 16 7,450 CY Roadway Excavation, 2-03 $9.00 $67,050.00 including Haul RC/SP per CY A17 640 CY Channel Excavation, 2-10 $10.00 $6,400.00 including Haul per CY A18 10,674 CY Water Quality Pond 2-03 $9.00 $96,066.00 Excavation,including Haul SP per CY _ A19 18,500 CY Mitigation Wetland Excavation, 8-32 $9.00 $166,500.00 including Haul SP per CY A-2 CITY OF RENTON City of Renton-Planning/Building/Public Works Department OAKESDALE AVENUE SOUTHWEST SOUTHWEST 27TH STREET TO SOUTHWEST 16TH STREET ENGINEER'S ESTIMATE SCHEDULE A - ROADWAY(Continued) ITEM APPROX. ITEM WITH UNIT PRICE BID UNIT PRICE AMOUNT QUANTITY NO. UNITS Q (Unit Prices to be Written in Words) DOLLARS CTS DOLLARS CTS A20 100 CY Unsuitable Foundation Excavation 2-03 $12.00 $1,200.00 including Haul RC per CY A21 29,325 TON Gravel Borrow,including 2-03 $8.00 $234,600.00 Haul RC/SP _ per TON A22 1,299 CY Structure Excavation Class A, 2-09.3(3) $20.00 $25,980.00 including Haul per CY A23 LS Shoring or Extra Excavation 2-09 $39,400.00 Class A SP per LS A24 990 SF Shoring or Extra Excavation 2-09 $2.00 $1,980.00 Class B per SF _ A25 201 CY Gravel Backfill for Abutment 2-09 $17.00 $3,417.00 Wall SP per CY A26 1,254 TON Gravel Backfill for Trench 2-09 $13.50 $16,929.00 SP per TON A27 3,171 TON Gravel Backfill for Modular 2-09 $13.00 $41,223.00 Block Wall SP per TON A28 58 LF Corrugated Polyethylene Storm 7-04 $15.00 $870.00 SewerPipe- 8 inch diameter per LF A29 1,723 LF Corrugated Polyethylene Storm 7-04 $22.00 $37,906.00 Sewer Pipe- 12 inch diameter per LF A - 3 CITY OF RENTON City of Renton-Planning/Building/Public Works Department OAKESDALE AVENUE SOUTHWEST SOUTHWEST 27TH STREET TO SOUTHWEST 16TH STREET ENGINEER'S ESTIMATE SCHEDULE A - ROADWAY (Continued) ITEM APPROX. UNITS ITEM WITH UNIT PRICE BID UNIT PRICE AMOUNT NO. QUANTITY (Unit Prices to be Written in Words) DOLLARS CTS DOLLARS CTS A30 1,047 LF Corrugated Polyethylene Storm 7-04 $33.00 $34,551.00 Sewer Pipe-24 inch diameter per LF A31 921 LF Ductile Iron Storm Sewer Pipe- 7-04 $42.00 $38,682.00 12 inch diameter SP per LF A32 630 LF Ductile Iron Storm Sewer Pipe- 7-04 $62.00 $39,060.00 18 inch diameter SP per LF A33 145 LF Ductile Iron Storm Sewer Pipe- 7-04 $77.00 $11,165.00 24 inch diameter SP per LF A34 9 EA Adjust Catch Basin 7-05.3(1) $250.00 $2,250.00 RC _ per EA A35 4 EA Connection to Existing Pipe 7-05.3(3) $300.00 $1,200.00 RC -_ per EA A36 4 EA Connection to Existing Catch 7-05.3(3) $400.00 $1,600.00 Basin RC per EA A37 3 EA Concrete Inlet 7-05 $650.00 $1,950.00 per EA A38 30 EA Catch Basin-Type 1 7-05 $700.00 $21,000.00 per EA A39 8 EA Catch Basin-Type 2- 7-05 $1,850.00 $14,800.00 48 inch diameter per EA A -4 CITY OF RENTON City of Renton-Planning/Building/Public Works Department OAKESDALE AVENUE SOUTHWEST SOUTHWEST 27TH STREET TO SOUTHWEST 16TH STREET ENGINEER'S ESTIMATE SCHEDULE A - ROADWAY (Continued) ITEM APPROX. UNITS ITEM WITH UNIT PRICE BID UNIT PRICE AMOUNT NO. QUANTITY (Unit Prices to be Written in Words) DOLLARS CTS DOLLARS CTS A40 2 EA Catch Basin-Type 2- 7-05 $6,000.00 $12,000.00 72 in.dia. wBaffle SP per EA A41 1 EA Catch Basin-Type 2- 7-05 $6,500.00 $6,500.00 72 in.dia. w/Flow-Through Pipe SP per EA A42 1 EA Debris Barrier 2- 7-04 $500.00 $500.00 24 inch diameter SP per EA A43 10 EA Cap Pipe End 7-04 $100.00 $1,000.00 SP per EA A44 9 EA Stake Pipe End 7-04 $50.00 $450.00 SP per EA A45 LS Water Quality Ponds 7-05 $10,500.00 SP per LS A46 LS Water Quality Vault 7-05 $56,500.00 SP per LS A47 488 CY Soil Excavation for Shaft 6-13 $300.00 $146,400.00 including Haul-6 ft.dia. SP per CY A48 FA Removal of Shaft Obstruction 6-13 $5,000.00 SP $Five thousand per FA A49 137,939 LB Steel Reinforcing Bar 6-02.3(24) $0.50 $68,969.50 SP per LB A - 5 CITY OF RENTON City of Renton-Planning/Building/Public Works Department OAKESDALE AVENUE SOUTHWEST SOUTHWEST 27TH STREET TO SOUTHWEST 16TH STREET ENGINEER'S ESTIMATE SCHEDULE A - ROADWAY (Continued) ITEM APPROX. ITEM WITH UNIT PRICE BID UNIT PRICE AMOUNT NO. QUANTITY UNITS (Unit Prices to be Written in Words) DOLLARS CTS DOLLARS CTS A50 488 CY Concrete Class 4000W for 6-02 $200.00 $97,600.00 Shaft SP per CY A51 311 CY Concrete Class 4000 for 6-02 $350.00 $108,850.00 Bridge SP _ per CY A52 LS Superstructure 6-02 $443,745.00 Springbrook Creek Bridge SP _ —per LS A53 1 CALC. Deficient Strength Concrete 6-02.3(5) $1.00 $1.00 Price Adjustment per CALC. A54 1 CALC. Slump and Air 6-02.3(5) $1.00 $1.00 Price Adjustment per CALC. A55 301 LF Pedestrian Barrier 6-10 $75.00 $22,575.00 SP er LF A56 5,386 SF Modular Block Wall 8-28 $19.00 $102,334.00 SP per SF A57 777 LF Handrail 6-06 $55.00 $42,735.00 SP per LF A58 777 LF Railing Seat 6-10 $40.00 $31,080.00 SP per LF A59 4,473 TON Crushed Surfacing 4-04 $20. 00 $89,460.00 Top Course per TON A- 6 CITY OF RENTON City of Renton-Planning/Building/Public Works Department OAKESDALE AVENUE SOUTHWEST SOUTHWEST 27TH STREET TO SOUTHWEST 16TH STREET ENGINEER'S ESTIMATE SCHEDULE A - ROADWAY (Continued) ITEM APPROX. UNITS ITEM WITH UNIT PRICE BID UNIT PRICE AMOUNT NO. QUANTITY (Unit Prices to be Written in Words) DOLLARS CTS DOLLARS CTS A60 100 SY Planing Bituminous 5-04.3(14) $20.00 $2,000.00 Pavement per SY A61 2,608 TON Asphalt Concrete Pavement 5-04 $40.00 $104,320.00 Class A SP per TON A62 7,541 TON Asphalt Concrete Pavement 5-04 $35.00 $263,935.00 Class E per TON A63 137 CY Concrete Class 4000 for 5-05.3(19) $275.00 $37,675.00 Bridge Approach Slab SP per CY A64 66 EA Bridge Approach Slab 5-05.3(19) $45.00 $2,970.00 Anchor SP per EA A65 24,244 LB Steel Reinforcing Bar 5-05.3(19) $0.50 $12,122.00 for Bridge Approach Slab SP per LB A66 10,314 LB Epoxy-Coated Steel Reinf. 5-05.3(19) $0.60 $6,188.40 Bar for Bridge Approach Slab SP per LB A67 FA Temporary Water Pollution/ 1-07.15 $3,500.00 Erosion Control RC/SP $Three thousand,five hundred per FA A68 5,458 LF Construction Geotextile for 2-12 $4.00 $21,832.00 Temporary Silt Fence SP per LF A69 673 SY Construction Geotextile for 2-12 $4.00 $2,692.00 Soil Stabilization SP per SY A-7 CITY OF RENTON City of Renton - Planning/Building/Public Works Department OAKESDALE AVENUE SOUTHWEST SOUTHWEST 27TH STREET TO SOUTHWEST 16TH STREET ENGINEER'S ESTIMATE SCHEDULE A - ROADWAY (Continued) ITEM APPROX. UNITS ITEM WITH UNIT PRICE BID UNIT PRICE AMOUNT NO. QUANTITY (Unit Prices to be Written in Words) DOLLARS CTS DOLLARS CTS A70 0.50 AC Mulching 8-01.3(5) $1,000.00 $500.00 SP per AC A71 335 SY Clear Plastic Cover 8-01.3(8) $2.00 $670.00 SP per SY A72 2 EA Stabilized Construction 8-01.3(12) $5,250.00 $10,500.00 Entrance SP per EA A73 20 EA Storm Drain Inlet Protection 8-01.3(13) $50.00 $1,000.00 SP per EA A74 376 CY Hand Placed Riprap 8-15 $60.00 $22,560.00 SP per CY A75 LS Path Modifications 8-30 $5,500.00 SP per LS _ A76 0.89 AC Roadway-Related Seeding 8-01.3(4) $14,500.00 $12,905.00 SP per AC A77 1.70 AC Future-Roadway Seeding 8-01.3(4) $1,900.00 $3,230.00 SP per AC A78 1.88 AC Upland Seeding 8-01.3(4) $12,000.00 $22,560.00 SP per AC A79 1.97 AC Constructed-Wetland 8-01.3(4) $12,000.00 $23,640.00 Seeding SP per AC A- 8 CITY OF RENTON City of Renton - Planning/Building/Public Works Department OAKESDALE AVENUE SOUTHWEST SOUTHWEST 27TH STREET TO SOUTHWEST 16TH STREET ENGINEER'S ESTIMATE SCHEDULE A - ROADWAY (Continued) ITEM APPROX. UNITS ITEM WITH UNIT PRICE BID UNIT PRICE AMOUNT NO. QUANTITY (Unit Prices to be Written in Words) DOLLARS CTS DOLLARS CTS A80 6.85 AC Liming 8-01.3(4)C $240.00 $1,644.00 SP per AC A81 1,244 EA PSIPE Trees 8-02.3 $18.00 $22,392.00 SP per EA A82 1,797 EA PSIPE Shrubs 8-02.3 $7.50 $13,477.50 SP per EA A83 3,600 EA PSIPE Emergents 8-02.3 $3.00 $10,800.00 SP per EA A84 1,500 SY Wildlife Fabric 8-32 $2.50 $3,750.00 SP per SY A85 2 EA Snags 8-32 $400.00 $800.00 SP per EA A86 8 EA Downed Logs 8-32 $300.00 $2,400.00 SP per EA A87 89,200 SF Temporary Irrigation 8-32 $0.25 $22,300.00 (Mitigation Wetland) SP per SF A88 41707 LF Cement Concrete Barrier 8-04 $8.00 $37,656.00 Curb and Gutter SP per LF A89 213 LF Cement Concrete Barrier 8-04 $8.00 $1,704.00 Curb SP per LF A -9 CITY OF RENTON City of Renton - Planning/Building/Public Works Department OAKESDALE AVENUE SOUTHWEST SOUTHWEST 27TH STREET TO SOUTHWEST 16TH STREET ENGINEER'S ESTIMATE SCHEDULE A - ROADWAY (Continued) ITEM APPROX. UNITS ITEM WITH UNIT PRICE BID UNIT PRICE AMOUNT NO. QUANTITY (Unit Prices to be Written in Words) DOLLARS CTS DOLLARS CTS A90 158 LF Type A Block Traffic 8-07 $10.00 $1,580.00 Curb per LF A91 3,872 SY Cement Concrete Sidewalk 8-14 $16.00 $61,952.00 RC/SP per SY A92 5,415 LF Paint Stripe 8-22 $0.12 $649.80 RC — per LF A93 420 1Y Plastic Crosswalk 8-22 $2.60 $1,092.00 Stripe RC per LF A94 165 LF Plastic Stop Bar 8-22 $3.10 $511.50 RC per LF A95 50 EA Plastic Traffic Arrow 8-22 $35.00 $1,750.00 RC per EA A96 2 EA Painted Preferential Lane 8-22 $50.00 $100.00 Symbol RC/SP per EA A97 6,000 EA Raised Pavement Marker- 8-09 $1.50 $9,000.00 Type 1 RC per EA A98 570 EA Raised Pavement Marker- 8-09 $2.75 $1,567.50 Type 2 RC - per EA A99 LS Permanent Signing 8-21 $5,000.00 per LS A - 10 CITY OF RENTON City of Renton-Planning/Building/Public Works Department OAKESDALE AVENUE SOUTHWEST SOUTHWEST 27TH STREET TO SOUTHWEST 16TH STREET ENGINEER'S ESTIMATE SCHEDULE A - ROADWAY (Continued) ITEM APPROX. UNITS ITEM WITH UNIT PRICE BID UNIT PRICE AMOUNT NO. QUANTITY (Unit Prices to be Written in Words) DOLLARS CTS DOLLARS CTS A 100 LS Illumination System, 8-20 $118,000.00 Complete RC/SP per LS A 101 LS Traffic Signal System 8-20 $120,000.00 Complete RC/SP per LS A 102 LS Interconnect,Complete 8-20 $15,000.00 RC/SP per LS A 103 LS Traffic Control 1-10 $30,000.00 RC/SP per LS A 104 LS Contractor Supplied 1-05 $66,500.00 Surveying RC er LS A105 6 EA Monument Case and Cover 8-13 $300.00 $1,800.00 RC per EA TOTAL-SCHEDULE A: $3,658,254.20 A - 11 CITY OF RENTON City of Renton - Planning/Building/Public Works Department OAKESDALE AVENUE SOUTHWEST SOUTHWEST 27TH STREET TO SOUTHWEST 16TH STREET ENGINEER'S ESTIMATE Key: RC=Item for which there is a City of Renton Supplemental Specification SP=Item for which there is a Special Provision SCHEDULE B -SPRINGBROOK CREEK CHANNEL WIDENING ITEM APPROX. UNITS ITEM WITH UNIT PRICE BID UNIT PRICE AMOUNT NO. QUANTITY (Unit Prices to be Written in Words) DOLLARS CTS DOLLARS CTS B1 LS Mobilization 1-09.7 8.00% $19,100.00 per LS B2 1.07 AC Clearing and Grubbing 2-01 $4,000.00 $4,280.00 per AC B3 5,788 CY Channel Excavation, 2-10 $10.00 $57,880.00 including Haul SP _ per CY B4 1,000 CY Structure Excavation Class A, 2-09.3(3) $20.00 $20,000.00 including Haul per CY B5 LS Shoring or Extra Excavation 2-09 $51,000.00 Class A SP per LS B6 1,093 TON Gravel Backfill for Modular 2-09 $13.00 $14,209.00 Block Wall SP per TON B7 2,616 SF Modular Block Wall 8-28 $19.00 $49,704.00 SP per SF B8 LS Adjust Storm Water 7-04 $750.00 Outfall Valve SP per LS B - 1 CITY OF RENTON City of Renton-Planning/Building/Public Works Department OAKESDALE AVENUE SOUTHWEST SOUTHWEST 27TH STREET TO SOUTHWEST 16TH STREET ENGINEER'S ESTIMATE SCHEDULE B - SPRINGBROOK CREEK CHANNEL WIDENING (Continued) ITEM APPROX. UNITS ITEM WITH UNIT PRICE BID UNIT PRICE AMOUNT NO. QUANTITY (Unit Prices to be Written in Words) DOLLARS CTS DOLLARS CTS B9 FA Temporary Water Pollution/ 1-07.15 $3,500.00 Erosion Control RC/SP per FA B10 1,018 LF Construction Geotextile for 2-12 $4.00 $4,072.00 Temporary Silt Fence SP per LF B11 0.50 AC Mulching 8-01.3(5) $1,000.00 $500.00 SP per AC B 12 335 SY Clear Plastic Cover 8-01.3(8) $2.00 $670.00 SP - per SY B 13 764 SY Erosion Control Blanket 8-01.3(8) $1.50 $1,146.00 SP per SY B 14 0.62 AC Upland Seeding 8-01.3(4) $12,000.00 $7,440.00 SP per AC B15 75 EA PSIPE Trees 8-02.3 $18.00 $1,350.00 SP per EA 1316 1,732 EA PSIPE Shrubs 8-02.3 $7.50 $12,990.00 SP per EA B 17 276 EA Live Stakes 8-02.3 $1.50 $414.00 SP per EA B - 2 CITY OF RENTON City of Renton - Planning/Building/Public Works Department OAKESDALE AVENUE SOUTHWEST SOUTHWEST 27TH STREET TO SOUTHWEST 16TH STREET ENGINEER'S ESTIMATE SCHEDULE B - SPRINGBROOK CREEK CHANNEL WIDENING (Continued) ITEM APPROX. UNITS ITEM WITH UNIT PRICE BID UNIT PRICE AMOUNT NO. QUANTITY (Unit Prices to be Written in Words) DOLLARS CTS DOLLARS CTS B 18 14 EA Large Woody Debris 8-31 $600.00 $8,400.00 SP per EA B 19 LS Contractor Supplied 1-05 $4,800.00 Surveying RC per LS SUBTOTAL-SCHEDULE B: $262,205.00 8.6%Sales Tax: $22,549.63 TOTAL-SCHEDULE B: $284,754.63 3o/ 397 �Sp�►e(��F- r- t 5 w 4 2 B - 3 CITY OF RENTON City of Renton - Planning/Building/Public Works Department OAKESDALE AVENUE SOUTHWEST SOUTHWEST 27TH STREET TO SOUTHWEST 16TH STREET ENGINEER'S ESTIMATE Key: RC=Item for which there is a City of Renton Supplemental Specification SP=Item for which there is a Special Provision SCHEDULE C -SANITARY SEWER STUBS ITEM APPROX. ITEM WITH UNIT PRICE BID UNIT PRICE AMOUNT QUANTITY NO. UNITS Q (Unit Prices to be Written in Words) DOLLARS CTS DOLLARS CTS Cl LS Mobilization 1-09.7 8.00% $3,600.00 per LS C2 27 CY Removal and Replacement 7-17 $37.00 $999.00 of Unsuitable Fill Material per CY C3 LS Utility Relocations 1-07.17 $500.00 and Protection RC/SP per LS C4 130 LF Ductile Iron Sewer Pipe- 7-17 $100.00 $13,000.00 12 inch diameter per LF C5 2 EA Manhole 7-05 $3,500.00 $7,000.00 48 inch dia. per EA C6 2 EA Drop Manhole Connection 7-05 $5,000.00 $10,000.00 per EA C7 LS Trench Safety System 2-09 $1,000.00 SP per LS C8 LS Dewatering 7-08.3(1)A $5,000.00 SP per LS C9 400 TON Gravel Backfill for Trench 2-09 $15.00 $6,000.00 RC/SP per TON C - 1 III.PROJECT PROPOSAL CITY OF RENTON City of Renton - Planning/Building/Public Works Department OAKESDALE AVENUE SOUTHWEST SOUTHWEST 27TH STREET TO SOUTHWEST 16TH STREET SCHEDULE OF PRICES SCHEDULE C - SANITARY SEWER STUBS (Continued) ITEM APPROX. UNITS ITEM WITH UNIT PRICE BID UNIT PRICE AMOUNT NO. QUANTITY (Unit Prices to be Written in Words) DOLLARS CTS DOLLARS CTS CIO LS Television Inspection 7-17 $1,000.00 RC per LS C11 LS Contractor Supplied 1-05 $900.00 Surveying RC per LS SUBTOTAL-SCHEDULE C: $48,999.00 8.6% Sales Tax: $4,213.91 TOTAL-SCHEDULE C: $53,212.91 C - 2 CITY OF RENTON City of Renton- Planning/Building/Public Works Department OAKESDALE AVENUE SOUTHWEST SOUTHWEST 27TH STREET TO SOUTHWEST 16TH STREET ENGINEER'S ESTIMATE SUMMARY SHEET SCHEDULE A- ROADWAY(Brought forward from Page A11) $3,671,054.20 SCHEDULE B- SPRINGBROOK CR.CHANNEL WIDENING(Brought forward from Page B3) $284,754.63 SCHEDULE C- SANITARY SEWER STUBS (Brought forward from Page C2) $53,212.91 GRAND TOTAL FOR SCHEDULES A,B AND C: $4,009,021.74 D - 1 CITY OF RENTON PLANNINGBUILDING/PUBLIC WORKS MEMORANDUM DATE: December 17, 1997 TO: Linda Honeycutt VIA: Priscilla Pie /Sam Star FROM: Ron Straka Lin Wilso� SUBJECT: Interfund Transfer for: Benaroya Wetland Mitigation Springbrook Creek Channel Widening Design Reimbursement Please process the two interfund transfers from the Surface Water Utility to the Transportation Division as discussed below. USE OF PORTION OF OAKESDALE WETLAND AREA TO SATISFY BENAROYA NIITIGATION OBLIGATION The City is obligated to provide 16,700 square feet (0.38 acres) of wetland mitigation for the Benaroya's SW 16th Street Technical Center project(LUA-96-034). In exchange Benaroya paid the City$50,100 in lieu of having to construct the mitigation on their development site. The intent of the City was to use the money to construct the mitigation as part of the City's mitigation bank construction project. Under current design plans, the Oakesdale Phase 1A project (LUA-95-024) will create about 2 acres of wetland. This is about 1.5 acres in excess of what is required for the Phase IA wetland impact. The excess 1.5 acres was intended to be reserved in partial satisfaction of the approximately 3 acres of mitigation needed for Phase 2, with the remaining 1.5 acres of Phase 2 mitigation being accomplished on a separate site at the time Phase 2 is implemented. However, it was agreed that the Benaroya mitigation money should be transferred to the Oakesdale project in 1997 in exchange for use of 0.38 acres of the excess wetland to be created under Phase IA. Thus the Benaroya mitigation requirement is satisfied and the cost of the Oakesdale project is reduced by $50,100. The Benaroya mitigation would also be completed 2 years earlier than if the mitigation was accomplished under the City's mitigation bank construction project, currently scheduled in the SWU Capital Improvement Program for the year 2000. The $50,100 also covers all monitoring, maintenance, and other post-construction activities that may be necessary to ensure that the wetland mitigation is successful. Post-construction activities will be conducted by the Transportation Division in accordance with the Wetland Mitigation Plan approved for the Oakesdale Extension Project. Linda Honeycutt Interfund Transfers Page 2 The total transfer is $50,100 and is to be transferred in 1997 between the following accounts: DEBIT: 421.000600.018.5960.0038.65.065119/25105/5100 $50,100 Surface Water Utility account/WO/function CREDIT: 317.000022.016.5950.0011.67.000000/25 1 05/5 1 60 $50,100 Transportation account/WO/function SPRINGBROOK CREEK CHANNEL WIDENING DESIGN REIMBURSEMENT The Springbrook Creek channel from SW 16th Street to the proposed Oakesdale bridge crossing will be widening as part of the Oakesdale Avenue SW Extension Project. In addition to designing the roadway, the engineering consultant team for the Oakesdale project, lead by Kato & Warren, also prepared the design plans and specifications for the channel widening work under their contract (CAG-97-061)with the Transportation Division. The Surface Water Utility (SWU) will reimburse the Transportation Division for the SWU's share of the costs of the channel widening design work. The total cost has not yet been determined. However, the SWU wishes to make an initial $25,000 payment this year to reimburse a portion of the cost. Therefore, please process a transfer for$25,000 between the following accounts: DEBIT: 421.000600.018.5960.0038.65.065285/25 1 05/5 1 60 $25,000 Surface Water Utility account/WO/function CREDIT: 317.000022.016.5950.0011.67.000000/25 1 05/5 1 60 $25,000 Transportation account/WO/function We request that the transfer be made before the end of the year so it is paid out of 1997 funds. Thank you. If you have any questions, please contact Ron Straka at X-5548 or Lin Wilson at X-6223. H:DOCS:97-1148:SW attachment cc: City File LUA-96-034 City File LUA-95-024 Ron Olsen Sandra Meyer Joe Armstrong Tom Boyns Scott Woodbury �a�sda �e Aueaze-c, 5-� cG4c�u A- J�seyk / s-�- = '� -2a-1 J ��� 40 Svc D.e.s� K Labdti `"g1 �d 3 J - J 5 GJ 75 5 k s �-- 2 Zl 2,SQ zoc 416 o a Lam_ � . 72 % ' CITY OF RENTON City of Renton -Planning/Building/Public Works Department OAKESDALE AVENUE SOUTHWEST SOUTHWEST 27TH STREET TO SOUTHWEST 16TH STREET ENGINEER'S ESTIMATE Kev: RC=Item for which there is a City of Renton Supplemental Specification SP=Item for which there is a Special Provision SCHEDULE A - ROADWAY ITEM APPROX. UNITS ITEM WITH UNIT PRICE BID UNIT PRICE AMOUNT NO. QUANTITY (Unit Prices to be Written in Words) DOLLARS CTS DOLLARS CTS Al LS Mobilization 1-09.7 8.00% $� ✓ _ per LS A2 7.40 AC Clearing and Grubbing 2-01 $4,000.00 $29,600.00 ✓ er AC A3 970 LF Clearing Limit Fence 2-01 $2.50 $2,425.00 ✓ SP _ per LF A4 LS Removal of Structures 2-02 $27,000.00 ✓ and Obstructions RC/SP per LS A5 LS Remove Existing Retaining Wall 2-02 $1,000.00 ✓ „p�s' SP Q�`' - — - -- - - - -per LS - --- _ �` A6 362 LF Saw Cutting 2-02 $4.00 $1,448.00 ✓ RC/SP er LF A7 4,872 SY Remove Asphalt 2-02 $4.00 $19,488.00 ✓ Concrete Pavement RC _per SY A8 792 SY Pulverize Asphalt Concrete 2-03 $3.00 $2,376.00 ✓ Pavement and Compact In-situ SP _per SY A9 300 LF Remove and Reset 2-02 $10.00 $3,000.00 ✓ Chain Link Fence SP per LF A - 1 • CITY OF RENTON City of Renton -Planning/Building/Public Works Department OAKESDALE AVENUE SOUTHWEST SOUTHWEST 27TH STREET TO SOUTHWEST 16TH STREET ENGINEER'S ESTIMATE SCHEDULE A - ROADWAY (Continued) ITEM APPROX. UNITS ITEM WITH UNIT PRICE BID UNIT PRICE AMOUNT NO. QUANTITY (Unit Prices to be Written in Words) DOLLARS CTS DOLLARS CTS A10 1 EA Remove and Reset 2-02 $1,500.00 $1,500.00 ✓ Metal Gate SP per EA All 770 LF Remove Paint Stripe 2-02 $0.50 $385.00 ✓ per LF A 12 9 EA Remove Painted Traffic 2-02 $35.00 $315.00 ✓ Arrow per EA__ A13 1.62 HUND. Remove Raised Pavement 2-02 $110.00 $178.20 ✓ Marker SP _ per HUND. A14 LS Utility Relocations 1-07.17 $40,000.00 ✓ and Protection RC/SP per LS A 15 7,450 CY Roadway Excavation, 2-03 $9.00 $67,050.00 ✓ including Haul RC/SP A 16 640 CY Channel Excavation, 2-10 y,P9.86 $5 ✓ including Haul per CY _ A 17 10,674 CY Wetpond Excavation, 2-03 $9.00 $96,066.00 ✓ including Haul SP _ per CY A18 18,500 CY Mitigation Wetland Excavation, 2-03 $9.00 $166,500.00 ✓ including Haul SP per CY A19 29,325 TON Gravel Borrow, including 2-03.3 $8.00 $234,600.00 ✓ Haul RC/SP per TON A - 2 • CITY OF RENTON City of Renton -Planning/Building/Public Works Department OAKESDALE AVENUE SOUTHWEST SOUTHWEST 27TH STREET TO SOUTHWEST 16TH STREET ENGINEER'S ESTIMATE SCHEDULE A - ROADWAY (Continued) ITEM APPROX. UNITS ITEM WITH UNIT PRICE BID UNIT PRICE AMOUNT NO. QUANTITY (Unit Prices to be Written in Words) DOLLARS CTS DOLLARS CTS A20 1,299 CY Structure Excavation Class A, 2-09.3(2) $20.00 $25,980.00 ✓ including Haul RC/SP _ per CY _ A21 LS Shoring or Extra Excavation 2-09 $51,100.00 ✓ Class A SP per LS A22 990 SF Shoring or Extra Excavation 2-09 $2.00 $1,980.00 ✓ Class B SP per SF A23 201 CY Gravel Backfill for Abutment 2-09 $17.00 $3,417.00 ✓ Wall SP _ per CY _ A24 1,254 TON Gravel Backfill for Trench 2-09 $13.50 $16,933.05 ✓ SP per TON A25 31171 TON Gravel Backfill for Modular 2-09 $13.00 $41,223.00 ✓ Block Wall SP er TON A26 58 LF Corrugated Polyethylene Storm 7-04 $15.00 $870.00 ✓ - Sewer Pipe-8 inch diameter per LF A27 1,732 LF Corrugated Polyethylene Storm 7-04 $22.00 $38,104.00 ✓ Sewer Pipe- 12 inch diameter per LF A28 1,047 LF Corrugated Polyethylene Storm 7-04 $33.00 $34,551.00 ✓ Sewer Pipe-24 inch diameter per LF A29 919 LF Ductile Iron Storm Sewer Pipe- 7-04 $42.00 $38,598.00 ✓ 12 inch diameter SP per LF A - 3 CITY OF RENTON City of Renton - Planning/Building/Public Works Department OAKESDALE AVENUE SOUTHWEST SOUTHWEST 27TH STREET TO SOUTHWEST 16TH STREET ENGINEER'S ESTIMATE SCHEDULE A - ROADWAY (Continued) ITEM APPROX. UNITS ITEM WITH UNIT PRICE BID UNIT PRICE AMOUNT NO. QUANTITY (Unit Prices to be Written in Words) DOLLARS CTS DOLLARS CTS A30 630 LF Ductile Iron Storm Sewer Pipe- 7-04 $62.00 $39,060.00 ✓ 18 inch diameter SP per LF _ A31 145 LF Ductile Iron Storm Sewer Pipe- 7-04 $77.00 $11,165.00 ✓ 24 inch diameter SP per LF A32 9 EA Adjust Catch Basin 7-05.3(1) $250.00 $2,250.00 ✓ RC per EA A33 4 EA Connection to Existing Pipe 7-05.3(3) $300.00 $1,200.00 ✓ RC per EA A34 4 EA Connection to Existing Catch 7-05.3(3) $400.00 $1,600.00 ✓ Basin RC per EA A35 3 EA Concrete Inlet 7-05 $650.00 $1,950.00 ✓ per EA A36 30 EA Catch Basin-Type1 _ __-------_.--7-05- _. ___.—$7W.00--- 52r000.00 __. er EA A37 8 EA Catch Basin-Type 2- 7-05 $1,850.00 $14,800.00 ✓ 48 inch diameter per EA A38 2 EA Catch Basin-Type 2- 7-05 $6,000.00 $12,000.00 ✓ 72 in.dia. w/Baffle SP per EA A39 1 EA Catch Basin-Type 2- 7-05 $6,500.00 $6,500.00 ✓ 72 in.dia. w/Flow-Through Pipe SP per EA A - 4 CITY OF RENTON City of Renton - Planning/Building/Public Works Department OAKESDALE AVENUE SOUTHWEST SOUTHWEST 27TH STREET TO SOUTHWEST 16TH STREET ENGINEER'S ESTIMATE SCHEDULE A - ROADWAY (Continued) ITEM APPROX. UNITS ITEM WITH UNIT PRICE BID UNIT PRICE AMOUNT NO. QUANTITY (Unit Prices to be Written in Words) DOLLARS CTS DOLLARS CTS A40 I EA Debris Barrier 2- 7-05 $500.00 $500.00 ✓ 24 inch diameter SP per EA A41 10 EA Cap Pipe End 7-05 $100.00 $1,000.00 ✓ SP per EA A42 9 EA Stake Pipe End 7-05 $50.00 S450.00 ✓ SP _ per EA A43 LS Water Quality Ponds 7-05 $56,500.00 ✓ SP / per LS A44 LS Water Quality Vault 7-05 $10,500.00 ✓ SP per LS A45 488 CY Soil Excavation for Shaft 6-13 $250.00 $122,000.00 ✓ including Haul-6 ft.dia. SP per CY - A46 ---FA Removal of Shaft Obstruction___--. -6.1.3_- - _-_----.__ --- $5,000 00_ ✓-_.- SP per FA A47 FA Temporary Casing 6-13 S10,000.00 ✓ SP per FA A48 137,939 LB Steel Reinforcing Bar 6-02.3(24) $0.50 $68,969.50 ✓ SP per LB A49 488 CY Concrete Class 4000W for 6-02 $200.00 $97,600.00 ✓ Shaft SP er CY A - 5 CITY OF RENTON City of Renton - Planning/Building/Public Works Department OAKESDALE AVENUE SOUTHWEST SOUTHWEST 27TH STREET TO SOUTHWEST 16TH STREET ENGINEER'S ESTIMATE SCHEDULE A - ROADWAY (Continued) ITEM APPROX. UNITS ITEM WITH UNIT PRICE BID UNIT PRICE AMOUNT NO. QUANTITY (Unit Prices to be Written in Words) DOLLARS CTS DOLLARS CTS A50 311 CY Concrete Class 4000 for 6-02 $350.00 $108,850.00 ✓ Bridge SP er CY _ A51 LS Superstructure 6-02 $443,745.00 ✓ Springbrook Creek Bridge SP per LS A52 1 CALC. Deficient Strength Concrete 6-02.3(5) $1.00 $1.00 ✓ Price Adjustment per CALC. A53 1 CALC. Slump and Air 6-02.3(5) $1.00 $1.00 ✓ a Price Adjustment per CALC. A54 301 LF Pedestrian Barrier 6-10 $75.00 $22,575.00 ✓ SP per LF A55 5,386 SF Modular Block Wall 8-28 $19.00 $102,334.00 ✓ SP per SF A56 777 SP 51J +2.735 per LF A57 777 LF Railing Seat 6-10 $40.00 $31,080.00 ✓ SP per LF A58 4,473 TON Crushed Surfacing 4-04 $20.00 $89,460.00 ✓ Top Course per TON A59 100 SY Planing Bituminous 5-04.3(14) $20.00 $2,000.00 ✓ Pavement per SY A - 6 CITY OF RENTON City of Renton -Planning/Building/Public Works Department OAKESDALE AVENUE SOUTHWEST SOUTHWEST 27TH STREET TO SOUTHWEST 16TH STREET ENGINEER'S ESTIMATE SCHEDULE A - ROADWAY (Continued) ITEM APPROX. UNITS ITEM WITH UNIT PRICE BID UNIT PRICE AMOUNT NO. QUANTITY (Unit Prices to be Written in Words) DOLLARS CTS DOLLARS CTS A60 1 CALC. Price Adjustment for 5-04 $1.00 $1.00 ✓ Quality Compaction per CALC. A61 2,608 TON Asphalt Concrete Pavement 5-04 $40.00 $104,320.00 ✓ Class A SP per TON A62 7,541 TON Asphalt Concrete Pavement 5-04 $35.00 $263,935.00 ✓ Class E per TON A63 137 CY Concrete Class 4000 for 5-05.3(19) $275.00 $37,675.00 ✓ Bridge Approach Slab SP per CY A64 66 EA Bridge Approach Slab 5-05.3(19) $45.00 $2,970.00 ✓ Anchor SP per EA A65 24,244 LB Steel Reinforcing Bar 5-05.3(19) $0.50 $12,122.00 ✓ for Bridge Approach Slab SP per LB A66 10,314 LB Epoxy-Coated Steel Reinf. 5-05.3(19) $O:b6 - - - 6;188 40" ---"✓ Bar for Bridge Approach Slab SP per LB A67 FA Temporary Water Pollution/ 1-07.15 $3,500.00 ✓ Erosion Control _ _per FA A68 5,458 LF Construction Geotextile for 2-12 $4.00 $21,832.00 ✓ Temporary Silt Fence SP per LF A69 673 SY Construction Geotextile for 2-12 $3.00 $2,019.00 ✓ Soil Stabilization SP per SY A - 7 CITY OF RENTON City of Renton -Planning/Building/Public Works Department OAKESDALE AVENUE SOUTHWEST SOUTHWEST 27TH STREET TO SOUTHWEST 16TH STREET ENGINEER'S ESTIMATE SCHEDULE A - ROADWAY (Continued) ITEM APPROX. UNITS ITEM WITH UNIT PRICE BID UNIT PRICE AMOUNT NO. QUANTITY (Unit Prices to be Written in Words) DOLLARS CTS DOLLARS CTS A70 0.50 AC Mulching 8-01.3(5) $1,000.00 $500.00 ✓ SP per AC A71 335 SY Clear Plastic Cover 8-01.3(8) $2.00 $670.00 ✓ SP per SY A72 2 EA Stabilized Construction 8-01.3(12) $5,250.00 $10,500.00 ✓ Entrance SP per EA A73 20 EA Storm Drain Inlet Protection 8-01.3(13) $50.00 $1,000:00 ✓ SP per EA A74 376 CY Hand Placed Riprap 8-15 $60.00 $22,560.00 ✓ SP _ per CY A75 LS Path Modifications 8-30 $5,500.00 ✓ SP per LS A76 0.89 AC Roadway-Related Seeding 8-01.3(4) $14,500.00 $12,965:00 SP per AC A77 1.70 AC Future-Roadway Seeding 8-01.3(4) $1,900.00 $3,230.00 ✓ SP per AC A78 2.13 AC Upland Seeding 8-01.3(4) $12,000.00 $25,560.00 ✓ SP _ per AC A79 2 AC Constructed-Wetland 8-01.3(4) $12,000.00 $20,640.00 ✓ Seeding SP per AC A - 8 CITY OF RENTON City of Renton-Planning/Building/Public Works Department OAKESDALE AVENUE SOUTHWEST SOUTHWEST 27TH STREET TO SOUTHWEST 16TH STREET ENGINEER'S ESTIMATE SCHEDULE A - ROADWAY (Continued) ITEM APPROX. UNITS ITEM WITH UNIT PRICE BID UNIT PRICE AMOUNT NO. QUANTITY (Unit Prices to be Written in Words) DOLLARS CTS DOLLARS CTS A80 6.85 AC Liming 8-01.3(4)C $240.00 $1,644.00 ✓ per AC A81 1,244 EA PSIPE Trees 8-02.3(7) $18.00 $22,392.00 ✓ per EA A82 1,724 EA PSIPE Shrubs 8-02.3(7) $7.50 $12,930.00 ✓ per EA A83 3,600 EA PSIPE Emergents 8-02.3(7) $3.00 $10,800.00 ✓ er EA A84 1,500 SY Wildlife Fabric $2.50 $3,750.00 ✓ per SY A85 2 EA Snags $400.00 $800.00 ✓ per EA A86 8 EA Downed Logs $300.00 $2,400.00 ✓ per EA A87 89,200 SF Temporary Irrigation 8-03 $0.25 $22,300.00 ✓ (Mitigation Wetland) per SF A88 4,707 LF Cement Concrete Barrier 8-04 $8.00 $37,656.00 ✓ Curb and Gutter SP _per LF A89 213 LF Cement Concrete Barrier 8-04 $8.00 $1,704.00 ✓ Curb SP per LF A - 9 CITY OF RENTON City of Renton -Planning/Building/Public Works Department OAKESDALE AVENUE SOUTHWEST SOUTHWEST 27TH STREET TO SOUTHWEST 16TH STREET ENGINEER'S ESTIMATE SCHEDULE A - ROADWAY (Continued) ITEM APPROX. UNITS ITEM WITH UNIT PRICE BID UNIT PRICE AMOUNT NO. QUANTITY (Unit Prices to be Written in Words) DOLLARS CTS DOLLARS CTS A90 158 LF Type A Block Traffic 8-07 $10.00 $1,580.00 ✓ Curb per LF A91 3,896 SY Cement Concrete Sidewalk 8-14 $16.00 $62,336.00 ✓ RC/SP -- - per SY A92 5,155 LF Paint Stripe 8-22 $0.12 $618.60 ✓ RC per LF A93 370 LF Plastic Crosswalk 8-22 $2.60 $962.00 ✓ Stripe RC per LF A94 210 LF Plastic Stop Bar 8-22 $3.10 $651.00 ✓ RC per LF A95 67 EA Plastic Traffic Arrow 8-22 $35.00 $2,345.00 ✓ RC - - Per EA A96 56 EA Plastic Traffic Letter 8-22' $35.00 - ____ - $1,960.00 _✓....__._ RC - per EA - — A97 7 EA Painted Preferential Lane 8-22 $35.00 $245.00 Symbol Type 3 RC _ per EA A98 4,465 EA Raised Pavement Marker- 8-09 $1.50 $6,697.50 ✓ Type I RC _ per EA A99 555 EA Raised Pavement Marker- 8-09 $2.75 $1,526.25 ✓ Type 2 RC er EA A - 10 CITY OF RENTON City of Renton - Planning/Building/Public Works Department OAKESDALE AVENUE SOUTHWEST SOUTHWEST 27Tx STREET TO SOUTHWEST 16TH STREET ENGINEER'S ESTIMATE SCHEDULE A - ROADWAY (Continued) ITEM APPROX. UNITS ITEM WITH UNIT PRICE BID UNIT PRICE AMOUNT NO. QUANTITY (Unit Prices to be Written in Words) DOLLARS CTS DOLLARS CTS A100 LS Permanent Signing 8-21 $5,000.00 ✓ per LS A101 LS Illumination System, 8-20 $118,000.00 ✓ Complete RC/SP _ per LS A102 LS Traffic Signal System 8-20 $120,000.00 ✓ Complete RC/SP _ per LS A 103 LS Interconnect, Complete 8-20 $15,000.00 ✓ RC/SP _ per LS A 104 LS Traffic Control 1-10 $30,000.00 ✓ RC/SP per LS A105 LS Contractor Supplied 1-05 $66,200.00 ✓ Surveying RC per LS A 106 6 EA Monument Case and-Cover 8-13 $300.00 $1,800.00 RC per EA TOTAL -SCHEDULE A: $3,574,089.90 A - 11 Wl yL '�O L`J 2003 Western Avenue ARREN 555 Market Place One Tel: 2061448-4200 INCORPORATED Seattle, Washington 98121 Fax: 2061269-6378 MEMORANDUM TO: Joe Armstrong DATE: November 13, 1997 OF: City of Renton JOB NO. 97-448 FROM: Barry Knight SUBJECT: Oakesdale Avenue SW Extension Dear Joe: As requested, we have prepared the attached estimate of the design costs associated with the channel widening work along Springbrook Creek. Regards, EXHIBIT D-1 CONSULTANT FEE DETERMINATION - SUMMARY SHEET Oakesdale Avenue S.W. Extension - Springbrook Creek Channel Widening DIRECT SALARY COST (DSC): Classification Personhours x Rate = Cost Principal-in-Charge 0 $43.27 $0.00 Project Manager 21 $43.27 $908.67 Deputy P.M. 5 $43.27 $216.35 Permitting Team Ldr. 6 $43.27 $259.62 Roadway Team Ldr. 15 $33.03 $495.45 Engineer Grade IV 0 $35.00 $0.00 Engineer Grade 111 3 $22.79 $68.37 Engineer Grade 11 14 $20.77 $290.78 Engineer Grade I 1 $16.73 $16.73 CADD Tech'n. 4 $16.00 $64.00 Admin.Manager 0 $16.39 $0.00 Clerical Staff 0 $13.00 $0.00 SUBTOTAL-SALARY COST 69 $2,319.97 OVERHEAD (OH COST- including Salary Additives): OH Rate x DSC 174.0% x $2,319.97 = $4,036.75 FIXED FEE (FF) FF Rate x DSC 35.0% x $2,319.97 = $811.99 REIMBURSABLES: CADD: 8 hours @ $10.001hour $80.00 Travel : 0 x$0.30 $0.00 Communications: $20.00 Reproduction: $50.00 Materials: Maps;film;mylar,etc. - - __ -___ - -- - ___ ._. __ _--.---_--_. .$0.00-- SUBTOTAL-REIMBURSABLES $150.00 SUBCONSULTANT COSTS: Entranco $34,474.00 Shannon &Wilson,Inc. $0.00 Shapiro &Associates,Inc. $9,808.27 Northwest Hydraulic Consultants,Inc. SUBTOTAL-SUBCONSULTANT COSTS $44,282.28 GRAND TOTAL - ESTIMATED FEE: $51,600.98 PREPARED BY: Barry Knight DATE: 13-Nov-97 KATO & WARREN,INC. EXHIBIT G-1 SUBCONSULTANT FEE DETERMINATION - SUMMARY SHEET Oakesdale Avenue S.W. Extension - Springbrook Creek Channel Widening DIRECT SALARY COST (DSC): Classification Personhours x Rate = Cost Principal/P.M. 2 $45.00 $90.00 Senior Engineer 32 $34.90 $1,116.80 Lead Engineer 66 $31.90 $2,105.40 Project Engineer 16 $28.00 $448.00 Design Engineer 154 $22.50 $3,465.00 Staff Engineer 8 $19.00 $152.00 Sr. CADD Designer 96 $24.50 $2,352.00 Sr. CADD Tech. 15 $21.00 $315.00 CADD Tech. 70 $14.85 $1,039.50 Survey Manager 0 $34.50 $0.00 Survey Office 0 $25.50 $0.00 Survey Field 0 $18.50 $0.00. Technical Support 16 $21.00 $336.00 Staff Support 4 $11.00 $44.00 SUBTOTAL -SALARY COST 479 $11,463.70 OVERHEAD (OH COST- including Salary Additives): OH Rate x DSC 157.0% x $11,463.70 = $17,998.01 FIXED FEE (FF) FF Rate x DSC 35.0% x $11,463.70 = $4,012.30 REIMBURSABLES: Computer(CADD): $500.00 Travel : $70.00 Communications: $50.00 Reproduction: $200.00 Postage/Delivery $60.00 Miscellaneous $120.00 SUBTOTAL-REIMBURSABLES $1,000.00 GRAND TOTAL - ESTIMATED FEE: $34,474.00 PREPARED BY: Brad Stein DATE: 13-Nov-97 ENTRANCO EXHIBIT G-1 SUBCONSULTANT FEE DETERMINATION - SUMMARY SHEET Oakesdale Avenue S.W. Extension - Springbrook Creek Channel Widening DIRECT SALARY COST (DSC): Classification Personhours x Rate = Cost Principal 0 $41.34 $0.00 Scientist II 0 $19.80 $0.00 Scientist IV 51 $24.52 $1,250.52 Landscape Architect 64 $23.93 $1,531.52 Landscape Architect 15 $14.40 $216.00 Editor 0 $19.02 $0.00 Word Processor 0 $15.50 $0.00 Graphics 0 $16.54 $0.00 SUBTOTAL-SALARY COST 130 $2,998.04 OVERHEAD (OH COST- including Salary Additives): OH Rate x DSC 187.82% x $2,998.04 = $5,630.92 FIXED FEE (FF) FF Rate x DSC 35.0% x $2,998.04 = $1,049.31 REIMBURSABLES: Travel : _. _ -- - - - - - - -$20. 0. - -- _ Communications: $30.00 Reproduction: $80.00 SUBTOTAL-REIMBURSABLES $130.00 GRAND TOTAL - ESTIMATED FEE: $9,808.27 PREPARED BY: Marc Boule DATE: 13-Nov-97 SHAPIRO & ASSOCIATES, INC. i Oakesdale Avenue S.W. Extension - Springbrook Creek Channel Widening Combined Estimated Personhours and Labor Costs FIRM WORK E{.EMENT Kato& Entranc° Shannon& Shapiro& TOTAL SALARY Warren Wilson Associates COST 1.0 PROJECT MANAGEMENT 1.1 Prepare&Update CPly(Schedule 1.2 Monthly Progress Reports'&Billings 1.3 Management,Direction`:&Coordination 14 6 20 $712 Total: Project Managergenl 14 6 20 $712 2.0 MEETINGS 2.1 Steering Committee 2.2 Technical Advisory Co"itlee 5 5 $196 2.3 Permitting Committee 2.4 Internal Team Meetings' 6 5 11 $399 2.5 Progress Meetings 2.6 Other Meetings i 3 11 10 24 $720 2.7 Parmering Meeting i Total: Meetings j ! 14 16 10 40 $1,315 3.0 INITIAL STUDIES 3.1 Data Collection&Revi6w 3.2 Prepare Base Plans ! i 3.3 Update Geometric Alignment 3.4 Update Bridge Structure TS&L 3.5 Update Drainage Concepts 3.6 Develop Conceptual Wetland Mitigation Plan 1 3.7 Coordinate with Utility'Agencies t 3.8 Finalize Design Standatd5 3.9 Project Re-eslimate/Cost Update 3.10 Prepare Project Definition Report I ' 3.11 Phase 2 Alignment Development 3.12 Phase 2 Drainage Issue} 3.13 Provide Information&Graphics for HIS Total: Initial Studies iI I i Oakesdale Avenue S.W. Extension - Springbrook Creek Channel Widening Combined Estimated Personhours and Labor Costs FIRM WORK E�EMENT Kato& Eulranco Shannon& Shapiro& TOTAL SALARY Warren Wilson Associates COST 4.0 GEOTECIINICAL INVESTIGATIONS 4.1 Geotechnical Investigatogs&Report Total: Geolechnical Investigations 5.0 PERMITTING&SEPA'ACTIVIT1ES 5.1 Assist City in Establishih$Permitting Activities, SEPA Obligations&Sc�4dule 5.2 Dev.Draft Permit Subniitials&SEPA Document'n. i + 5.3 Finalize Permits&SEPA Documentation ii 5.4 Meetings with Permitting Agencies 5.5 Phase 2 Permitting&Weiland Impacts 5.6 Prepare Public Notice Package Total: Permitting&Si k Activities 6.0 PRELIMINARY DESjgN(50%) 6.1 Roadway Plans,Profiles`&Typical Sections 6.2 Bridge Layout Plans 6.3 Drainage Layout Plans Qc Profiles i ' 6.4 Wetland Mitigation Plans: 6.5 Traffic Signal&llluminaiion Layout 6.6 Utility Relocationfinslallation Details 6.7 Supplementary Survey/Update Base Plans 6.8 Right-of-Way Plans 6.9 Right-of-Way Legal Descriptions i � 6.10 Preliminary Cost Estimate 6.11 Identify Special Provisions Required 6.12 Quality Assurance t 6.13 Assemble&Submit Preliminary Design(50%) i Total: Preliminary Dcslgn(50%) i ; Oakesdale Aventie S.W. Extension - Springbrook Creek Channel Widening Combined Estimated Personhours and Labor Costs i FIRNI WORK)ZLENIENT Kato& Shannon& Shapiro& TOTAL SALARY Entranco Warren Wilson Associates COST 7.0 FINAL DESIGN AND PS&E 7.1 Typical Sections I 7.2 Roadway Plans&Profiles 7.3 Drainage Plans,Profiles:&Report 7.4 Utility Relocation/Installation Plans&Profiles 7.5 Bridge Plans ` 7.6 Wall Plans,Trail Relocation&Creek Widening 335 335 $7,615 i 7.7 Seattle Public Utilities(SPU)Lid Plans 7.8 Traffic Signal Plans 7.9 Interconnect Plans ; I 7.10 Illumination Plans i 7.11 Signing&Pavement Marking Plans 7.12 Traffic Control Plans 7.13 Wetland Mitigation Plans' 7.14 Landscape Design Plans&Bridge Mitigation 70 70 $1,702 ; 7.15 Erosion Control Plans&Scour Evaluation 54 54 $1,379 7.16 Miscellaneous Plans 7.17 Special Provisions 20 20 $474 7.18 Quality Assurance 18 18 $648 7.19 Assemble&Submit Draft PS&E for Review(9517v) 5 5 $151 7.20 Respond to Review Comrpents 22 22 30 74 $1,682 7.21 Incorporate Cost Reduction Measures T22 Final Quantities 2 8 10 20 $491 7.23 Final Cost Estimate 8 6 4 18 $495 7.24 Cross Sections i ' 7.25 Assemble&Submit Final PS&E(100%) 4 4 $118 Total: Final Design arld PS&E 41 463 114 618 $14,755 8.0 ASSISTANCE DURING BID PERIOD 8.1 Provide Assistance to City during Bid Period 8.2 Attend Pre-Bid Conference Total: Assistance during Bid Period TOTAL HOURS 69 479 130 678 $16,782 1 ' Oakesdale Avenue S.W. Extension - Springbrook Creek Channel Widening KATO &WARREN,INC. Consultant Estimated Personhours and Labor Costs 11/13/97 PERSON-HOURS WORK ELEMENT Principal- Project Deputy Permitting Roadway Engineer Engineer Engineer Engineer CADD Admin. Clerical SALARY In-Charge 'hlanager P.M. Team Ldr. Team Ldr. Grade IV Grade III Grade II Grade 1 Tech'n. Manager Staff TOTAL COST Hourly Salary Rate $43.27 $43.27 $43.27 $43.27 $33.03 $35.00 $22.79 $20.77 $16.73 $16.00 $16.39 $13.00 1.0 PROJECT MANAGEMENT 1.1 Prepare&Update CPM Schedule i 1.2 Monthly Progress Reports&Billings 1.3 Management,Direction&Coordination i 4 2 4 4 14 $565 Total: Project Management 4 2 4 4 14 $565 2.0 MEETINGS 2.1 Steering Committee i 2.2 Technical Advisory Committee 3 2 5 $196 2.3 Permitting Committee 2.4 Internal Team Meetings , 4 2 6 $239 2.5 Progress Meetings 2.6 Other Meetings 3 3 $130 2.7 Partnering Meeting Total: Meetings 10 4 14 $565 3.0 INITIAL.STUDIES 3.1 Data Collection&Review 3.2 Prepare Base Plans 3.3 Update Geometric Alignment 3.4 Update Bridge Structure TS&L I ' 3.5 Update Drainage Concepts I 3.6 Develop Conceptual Wetland Mitigation Plan 3.7 Coordinate with Utility Agencies 3.6 Finalize Design Standards 3.9 Project Re-estimate/Cost Update 3.10 Prepare Project Definition Report 3.11 Phase 2 Alignment Development 3.12 Phase 2 Drainage Issues 3.13 Provide Information&Graphics for FEIS j I'utul: Initial Studies i i Oakesdale Avenue S.W. Extension - Springhrook Creek Channel Widening KATO & WARREN,INC. Consultant Estimated Personhours and Labor Costs ' 11/13/97 PERSON-HOURS WORK ELEMENT Principal- Project Deputy Permitting Roadway Engineer Engineer Engineer Engineer CADD Admin. Clerical SALARY in-Charge Manager P.M. Team Ldr. Team Ldr. Grade IV Grade III Grade II Grade I Tech'n. Manager Staff TOTAL COST Hourly Salary Rate $43.27 $43.27 $43.27 $43.27 $33.03 $35.00 $22.79 $20.77 $16.73 $l6.00 $16.39 $13.00 4.0 GEOTECIINICAL INVESTIGATIONS 4.1 Geotechnical Investigations&Report Total: Geotechnical Investigations 5.0 PERMITTING&SEPA ACTIVITIES 5.1 Assist City in Establishing Permitting Activities, ; i SEPA Obligations&Schedule is 5.2 Dev.Draft Permit Submittals&SEPA Document'n. i 5.3 Finalize Permits&SEPA Documentation 5.4 Meetings with Permitting Agencies i 5.5 Phase 2 Permitting&Wetland Impacts 5.6 Prepare Public Notice Package Total. Permitting&SEPA Activities 6.0 PRELIMINARY DESIGN(50%) 6.1 Roadway Plans,Profiles&Typical Sections 6.2 Bridge Layout Plans 6.3 Drainage Layout Plans&Profiles 6.4 Wetland Mitigation Plans 6.5 Traffic Signal&Illumination Layout 6.6 Utility Relocation/installation Details 6.7 Supplementary Survey/Update Base Plans 6.8 Right-of-Way Plans 6.9 Right-of-Way Legal Descriptions 6.10 Preliminary Cost Estimate 6.11 Identify Special Provisions Required 6.12 Quality Assurance 6.13 Assemble&Submit Preliminary Design(50%) Total: Preliminary Design(50%) Oakesdale Avenue S.W. Extension - Springbrook Creek Channel Widening KATO& WARREN,INC. Consultant Estimated Personhours and Labor Costs 11/13/97 PERSON-HOURS WORK ELEMENT Principal- : Project Deputy Permitting Roadway Engineer Engineer Engineer Engineer CADD Admin. Clerical SALARY in-Charge 'h1anager P.M. Team Ldr. Team Ldr. Grade IV Grade III Grade II Grade I Tech'n. Manager Staff TOTAi. COST Hourly Salary Rate $43.27 $43.27 $43.27 $43.27 $33.03 $35.00 $22.79 $20.77 $16.73 $16.00 $16.39 $13.00 7.0 FINAL DESIGN AND PS&E 7.1 Typical Sections ! i i 7.2 Roadway Plans&Profiles 7.3 Drainage Plans,Profiles&Report i i 7.4 Utility Relocaiion/Installation Plans&Profiles 7.5 Bridge Plans 7.6 Wall Plans,Trail Relocation&Creek Widening 7.7 Seattle Public Utilities(SPU)Lid Plans i ' 7.8 Traffic Signal Plans i 7.9 Interconnect Plans 1 7.10 Illumination Plans ! ' 7.11 Signing&Pavement Marking Plans 7.12 Traffic Control Plans 1 7.13 Weiland Mitigation Plans 7.14 Landscape Design Plans&Bridge Mitigation 7.15 Erosion Control Plans&Scour Evaluation 7.16 Miscellaneous Plans 7.17 Special Provisions 7.18 Quality Assurance 7.19 Assemble&Submit Draft PS&E for Review(95`Ao) 1 2 2 5 $151 7.20 Respond to Review Comments 3 2 2 3 3 4 1 4 22 $634 7.21 Incorporate Cost Reduction Measures 7.22 Final Quantities 2 2 $42 7.23 Final Cost Estimate 3 1 4 8 $246 7.24 Cross Sections 7.25 Assemble&Submit Final PS&E(100%) 1 1 2 4 $118 Total: Final Design and PS&E 7 3 2 7 3 14 1 4 41 $1,190 8.0 ASSISTANCE DURING BID PERIOD 8.1 Provide Assistance to City during Bid Period 8.2 Attend Pre-Bid Conference Total. Assistance during Bid Period TOTAL,HOURS ! 21 5 6 15 3 14 1 4 69 $2,320 i � i 1 1 ' � Oakesdale Avenue S.W. Extension - Springbrook Creek Channel Widening ENTRANCO Subconsultant Estimated Personhours andlabor Costs 11/13/97 PERSON-IIOURS WORK ELEMENT Principal/ Senior Lead Project Design Staff Sr.CARD Sr.CADD CADD Survey Survey Survey Technical Staff SALARY P.M. En ineer Engineer Engineer Engineer Engineer Designer Tech. Tech. Manager Office Field Support SupportTOTAL COST Hourly Salary Rate $45.00 $34.90 $31.90 $28.00 $22.50 $19.00 $24.50 $21.00 $14.85 $34.50 $25.50 $18.50 $21.00 $11.00 1.0 PROJECT MANAGEMENT 1.1 Prepare&Update CPM Schedule i 1.2 Monthly Progress Reports&Billings 1.3 Management,Direction&Coordination Total: Project Management 2.0 MEETINGS 2.1 Steering Committee 2.2 Technical Advisory Committee 2.3 Permitting Committee I f ; 2.4 Infernal Team Meetings ° 5 5 $160 2.5 Progress Meetings ; I 2.6 Other Meetings 1 I 11 $351 2.7 Partnering Meeting I Total: Meetings 16 16 $510 3.0 INITIAL STUDIES 3.1 Data Collection&Review 3.2 Prepare Base Plans 3.3 Update Geometric Alignment 3.4 Update Bridge Structure TS&L 3.5 Update Drainage Concepts 3.6 Develop Conceptual Wetland Mitigation Plan 3.7 Coordinate with Utility Agencies 3.8 Finalize Design Standards 3.9 Project Re-estimate/Cost Update 3.10 Prepare Project Definition Report 3.11 Phase 2 Alignment Development 3.12 Phase 2 Drainage Issues- 3.13 Provide Information&Graphics for FEIS Total: Initial Studies ; j Oakesdale Avenue S.W. Extension - Springbrook Creek Channel Widening LNTRANCO Subconsultant Estimated Personhours and Labor Costs 11/13/97 PERSON-HOURS WORK ELEMENT Principal/ Senior Lead Project Design Staff Sr.CAD Sr.CADD CADD Survey Survey Survey Technical Staff SALARY P.M. Engineer Engineer Engineer Engineer Engineer Designer Tech. Tech. anager Office Field Support Support TOLA1. M COST Hourly Salary Rate $45.00 $34.90 $31.90 $28.00 $22.50 $19.00 $24.50 $21.00 $14.85 $34 50 $25.50 $18.50 $21.00 $1 L00 4.0 GEOTECHNICAL INVESTIGATIONS i 4.1 Geolechnical Investigations&Report j Total: Geolechnicul Investigations 5.0 PERMITTING&SEPA ACTIVITIES i ' 5.1 Assist City in Establishing Permitting Activities, 1 SEPA Obligations&Schedule ! i j �. 5.2 Dev.Draft Permit Submittals&SEPA Documenl'n. 5.3 Finalize Permits&SEPA Documentation 5.4 Meetings with Permitting Agencies i 5.5 Phase 2 Permitting&Welland Impacts j i 5.6 Prepare Public Notice Package Total: Permilling&SEPA Activities 6.0 PRELIMINARY DESIGN(50%) 6.1 Roadway Plans,Profiles&Typical Sections 6.2 Bridge Layout Plans 6.3 Drainage Layout Plans&Profiles 6.4 Wetland Mitigation Plans 6.5 Traffic Signal&Illumination Layout 6.6 Utility Relocation/Installation Details 6.7 Supplementary Survey/Updaie Base Plans 6.8 Right-of-Way Plans i 6.9 Right-of-Way Legal Descriptions 6.10 Preliminary Cost Estimate 6.11 Identify Special Provisions Required i 6.12 Quality Assurance 6.13 Assemble&Submit Preliminary Design(50%) Total. Preliminary Design(50%) i i I 1 Oakesdale Avenue S.W. Extension - Springbrook Creek Channel Widening ENTRANCO Subconsultant Estimated Personhours and;Labor Costs 11/13/97 ' PERSON-IIOURS 1VORK ELEMENT Principal/ Sepior Lead Project Design Staff Sr.CADD Sr.CADD CADD Survey Survey Survey Technical Staff SALARY PAL En inter Engineer Engineer En inter Engineer Designer Tech. Tech. Manager Office Field Support Support TOTAL COST e g g g g 6 g PPo PIW Hourly Salary Rule $45.00 $34.90 $31.90 $28.00 $22.50 $19.00 $24.50 $21.00 $14.85 $34.50 $25.50 $18.50 $21.00 $11.00 7.0 FINAL DESIGN AND PS&E 7.1 Typical Sections 7.2 Roadway Plans&Profiles 7.3 Drainage Plans,Profiles&Report i 7.4 Utility Reloeation/lnstallation Plans&Profiles i 7.5 Bridge Plans 7.6 Wall Plans,Trail Relocation&Creek Widening 16 24 8 112 8 92 64 7 4 335 $7,615 7.7 Seattle Public Utilities(SPU)Lid Plans ii 7.8 Traffic Signal Plans 7.9 Interconnect Plans ! l 7.10 Illumination Plans 7.11 Signing&Pavement Marking Plans I 7.12 Traffic Control Plans I 7.13 Weiland Mitigation Plans i 7.14 Landscape Design Plans&Bridge Mitigation 7.15 Erosion Control Plans&Scour Evaluation 20 18 I5 1 54 $1,379 7.16 Miscellaneous Plans f 7.17 Special Provisions 6 8 6 20 $474 7.18 Quality Assurance 2 16 18 $648 7.19 Assemble&Submit Draft PS&E for Review(95%) 7.20 Respond to Review Comments 2 8 4 6 2 22 $473 I 7.21 Incorporate Cost Reduction Measures 7.22 Final Quantities 2 2 4 8 $210 7.23 Final Cost Estimate ! 2 4 6 $154 ; 1 7.24 Cross Sections 7.25 Assemble&Submit Final PS&E(100%) Total: Final Design and PS&E 2 32 50 16 154 8 96 15 70 16 4 463 $10.953 8.0 ASSISTANCE DURING BID PERIOD 8.1 Provide Assistance to City during Bid Period 8.2 Attend Pre-Bid Conference Total. Assistance during Bid Period TOTAL HOURS 2 32 66 16 154 8 96 15 70 16 4 479 $11,464 ii Oakesdale Avenue S.W. Extension - Springbrook Creek Channel Widening SHAPIRO&ASSOCIATES,INC. Subconsultant Estimated Personhours and Labor Costs 11/13/97 PERSON-I1OURS WORK ELEMENT ` Scientist Landscape Landscape Word SALARY Principal Scientist II Editor IV Architect Architect processor Graphics TOTAL COST Hourly Salary Rate i $41.34 $19.80 $24.52 $23.93 $14.40 $19.02 $15.50 $16.54 ;i 1.0 PROJECT MANAGEMENT 1.1 Prepare&Update CPM Schedule ij 1.2 Monthly Progress Reports&Billings 1.3 Management,Direction&Coordination 11 6 6 $147 Total: Project Management 6 6 $147 2.0 MEETINGS 2.1 Steering Committee 2.2 Technical Advisory Committee 2.3 Permitting Committee 2.4 Internal Team Meetings 2.5 Progress Meetings 2.6 Other Meetings 10 10 $239 2.7 Partnering Meeting Total: Meetings 10 10 $239 3.0 INITIAL STUDIES 3.1 Data Collection&Review 3.2 Prepare Base Plans 3.3 Update Geometric Alignment 3.4 Update Bridge Structure TS&L i 3.5 Update Drainage Concepts i 3.6 Develop Conceptual Weiland Mitigation Pian 3.7 Coordinate with Utility Agencies i I ; i 3.8 Finalize Design Standards 3.9 Project Re-estimate/Cost Update 3.10 Prepare Project Definition Report i 3.11 Phase 2 Alignment Development i 3.12 Phase 2 Drainage Issues 3.13 Provide Information&Graphics for FEIS Total: Initial Studies j j it tt � j Oakesdale Avenue S.W. Extension - Springbrook Creek Channel Widening SHAPIRO&ASSOCIATES,INC. Subconsultant Estimated Pe'rsonhours and Labor Costs 11/13/97 PERSON-HOURS WORK ELEMENT i Scientist Landscape Landscape Editor Word SALARY Principal Scientist II IV Architect Architect processor Graphics TOTAL COST Hourly Salary Rate $41.34 $19.80 $24.52 $23.93 $14.40 $19.02 $15.50 $16.54 4.0 GEOTECHNICAL INVESTIGATIONS; 4.1 Geotechnical Investigations&Report j i Total: Geolechnical Investigations 5.0 PERMITTING&SEPA ACTIVITIES 5.1 Assist City in Establishing Permitting Activities, SEPA Obligations&Schedule i � 5.2 Dev.Draft Permit Submittals&SEPA Docuinent'n. 5.3 Finalize Permits&SEPA Documentation 5.4 Meetings with Permitting Agencies I 5.5 Phase 2 Permitting&Wetland Impacts ` ii 5.6 Prepare Public Notice Package j Total: Permllling&SEPA Activities 6.0 PRELIMINARY DESIGN(50%) 6.1 Roadway Plans,Profiles&Typical Sectio6s; j 6.2 Bridge Layout Plans i 6.3 Drainage Layout Plans&Profiles i 6.4 Wetland Mitigation Plans ' t f 6.5 Traffic Signal&Illumination Layout 6.6 Utility Relocationtinstallation Details t i ; 6.7 Supplementary Survey/Update Base Plans'; 6.8 Right-of-Way Plans ii 6.9 Right-of-Way Legal Descriptions 6.10 Preliminary Cost Estimate i ' 6.11 Identify Special Provisions Required 6.12 Quality Assurance 6.13 Assemble&Submit Preliminary Design(50%) Total: Preliminary Design(SO%) Oakesdale Avenue S.W. Extension'- Springbrook Creek Channel Widening SHAPIRO& ASSOCIATES,INC. Subconsultant Estimated Per'sonhours and Labor Costs 11/13/97 PERSON-HOURS WORK ELEMENT Scientist Landscape Landscape Word SALARY Principal Scientist II IV Architect Architect Processor processor Graphics TOTAL COST Hourly Salary Rate $41.34 $19.80 $24.52 $23.93 $14.40 $19.02 $15.50 $16.54 7.0 FINAL DESIGN AND PS&E 7.1 Typical Sections T2 Roadway Plans&Profiles 7.3 Drainage Plans,Profiles&Report 7.4 Utility Relocation/Installation Plans&Profiles 7.5 Bridge Plans 7.6 Wall Plans,Trail Relocation&Creek Widening 7.7 Seattle Public Utilities(SPU)Lid Plans 7.8 Traffic Signal Plans 7.9 Interconnect Plans 7.10 Illumination Plans 7.11 Signing&Pavement Marking Plans 7.12 Traffic Control Plans 7.13 Wetland Mitigation Plans 7.14 Landscape Design Plans&Bridge Mitigation 45 25 70 $1,702 7.15 Erosion Control Plans&Scour Evaluation 7.16 Miscellaneous Plans 7.17 Special Provisions 7.18 Quality Assurance 7.19 Assemble&Submit Draft PS&E for Review(95%) 7.20 Respond to Review Comments 15 15 30 $575 7.21 Incorporate Cost Reduction Measures 7.22 Final Quantities 10 10 $239 7,23 Final Cost Estimate 4 4 $96 7.24 Cross Sections T.25 Assemble&Submit Final PS&E(100%) Total.• Final Design and PS&E 45 54 IS 114 $2,612 8.0 ASSISTANCE DURING BID PERIOD 8.1 Provide Assistance to City during Bid Period; 8.2 Attend Pre-Bid Conference I Total: Assistance during Bid Period i TOTAL HOURS 51 64 15 130 $2,998 { �r CITY OF RENTON City of Renton - Planning/Building/Public Works Department OAKESDALE AVENUE SOUTHWEST SOUTHWEST 27TH STREET TO SOUTHWEST 16TH STREET ENGINEER'S ESTIMATE Key: RC=Item for which there is a City of Renton Supplemental Specification SP=Item for which there is a Special Provision SCHEDULE B - SPRINGBROOK CREEK CHANNEL WIDENING ITEM APPROX. UNITS ITEM WITH UNIT PRICE BID UNIT PRICE AMOUNT NO. QUANTITY (Unit Prices to be Written in Words) DOLLARS CTS DOLLARS CTS B1 LS Mobilization 1-09.7 8.00% $19,000.00 ✓ L ,off h Sj l°� per LS B2 1.07 AC Clearing and Grubbing 2-01 $4,000.00 $4,280.00 ✓ per AC B3 5,788 CY Channel Excavation, 2-10 $10.00 $57,880.00 ✓ including Haul 4- per CY B4 1,000 CY Structure Excavation Class A, 2-09.3(2) ,,O,tb$20.00 r $20,000.00 ✓ including Haul RC/SP nJt r6 C . yfor �e S ar Qj� per CY �"�" o� Jh', B5 LS Shoring or Extra Excavation 2-09 $51,000.00 ✓ Neu Class A SP5� . -., . er-LS.. B6 1,093 TON Gravel Backfill for Modular 2-09 $13.00 $14,209.00op ✓ Block Wall SP per TON B7 2,616 SF Modular Block Wall 8-28 $19.00 $49,704.00 ✓ SP L El7J � T )I ow J"^ J'Y er SF w, B8 LS Adjust Storm Water 7-04 $750.00 ✓ Outfall Valve SP 7,$-p _per LS B9 FA Temporary Water Pollution/ 1-07.15 $3,500.00 ✓ Erosion Control �'p -4 per FA B - 1 r0i CITY OF RENTON City of Renton- Planning/Building/Public Works Department OAKESDALE AVENUE SOUTHWEST SOUTHWEST 27TH STREET TO SOUTHWEST 16TH STREET ENGINEER'S ESTIMATE SCHEDULE B - SPRINGBROOK CREEK CHANNEL WIDENING (Continued) ITEM APPROX. UNITS ITEM WITH UNIT PRICE BID UNIT PRICE AMOUNT NO. QUANTITY (Unit Prices to be Written in Words) DOLLARS CTS DOLLARS CTS B10 1,018 LF Construction Geotextile for 2-12 $4.00 $4,072.00 ✓ Temporary Silt Fence SP Z .0c, 3ec, per LF B11 0.50 AC Mulching 8-01.3(5) $1,000.00 $500.00 ✓ SP per AC B 12 335 SY Clear Plastic Cover 8-01.3(8) $2.00 $670.00 ✓ SP tt 11 Nam' per SY B13 764 SY Erosion Control Blanket 8-01.3(8) $1.50 $1,146.00 ✓ SP — 1, per SY B14 0.62 AC Upland Seeding 8-01.3(4) $12,000.00 $7,440.00 ✓. SP 4-I0)is. er AC B 1 2 EA Trees 8-02.3(7) $18.00 $4,914.00 ✓ ,Nrr' SP per EA --B16 _.. 685 — EA _ S}t ru5s - _ 8-02:3(7) $7:54 $12,637:50 ✓_ i t S}4ke3; t SP per EA B 17 14 EA Large Woody Debris 8-01 $600.00 $8,400.00 ✓ SP 'F bper EA -f O •�� .j D s► B18 LS Contractor Supplied 1-05 $4,800.00 ✓ Surveying RC v I,A- per LS rMd �''a Z� C5rG r SUBTOTAL-SCHEDULE B: $263,202.50 {'l��r 000 8.6% Sales Tax: $22,635.42 /cP ��2�� TOTAL-SCHEDULE B: $285,837.92 - 1�.h1� —�13,yfo 4,04 � lcrN� � 1 430 MEMORANDUM Date: November 14, 1997 To: Lin Wilson - City of Renton Public Works From: Jerrod Snyder - Entranco Subject: Oakesdale Avenue SW Extension (Entranco Project No. 97027-22) There has been much discussion about how to fairly divide costs between roadway and channel projects. Most of the project construction can be divided fairly easily, but the division of costs at Wall E has been a confusing issue. To help shed some light on this topic, we have approximated the additional costs for the construction of Wall E resulting from the widening of Springbrook Creek. The calculations backing up our conclusion are attached. The method used is as follows: 1. Cut sections through Oakesdale from the beginning of Wall E to Station 52+00. 2. At each cross-section, estimate the height of the wall as currently designed and the height of cut required to build the wall to the required depth. Also estimate the height of wall that would be required if the channel widening were not performed. 3. Use a spreadsheet to calculate wall areas, excavation volumes (behind wall only), backfill volumes, and lengths of railing seat and handrail. This was done for the as-designed wall, and for Wall E if the channel widening were not performed. 4. Develop costs for both cases (with and without channel widening). 5. Calculate the difference in cost between the two cases. 6. Find a length of wall for which the costs (wall + rail seat+ hand rail) are nearly the same as the difference calculated above. This stretch of wall could be assigned to Schedule B (channel project) so that the limits between schedules can be defined completely on a plan view only. The results of this analysis show that the channel widening project results in an additional cost of approximately$25,910 (based on unit prices from Engineer's Estimate). For the same unit prices, this is nearly equivalent to assigning the length of Wall E from the beginning of wall to Station 51+60 to Schedule B. We believe that this is a reasonable starting point for the definition of the project schedules. 9702 netmemWWwi11 1 14:ss SHEET NO. I OF 5 E N T R A N C O JOB N0. 1 Q -7 0 2 1 - 2- PROJECT A�sVA,4- 6 SW, CALCULATI NS FOR Au. tSto MADE BY LS DATE 14 CHECKED BY DATE UVAAA, NANt,lCI, SEq r I �� LF i) $4<,1 A�AfZ4�1� ► 9S �f4olt,F = -t Soo a, cy 9 ( cy _ -T'4 w 9-I C-4 = 854 Sst� -li�l.��6 SFA AADPLA, l,F "J 4o�LF = 1Sto� I(A0 4vDmor &, �o1A WAAOJ�v Pc�JE�� _ ZS,gt� COSTS 1-RoM 19 Zs PROJECT: OAKESDALE AVE.S.W. N cx� ' Q Ss.• Oft, CN A�t rJ Et PROJECT NO.1-97027-22 W � t�tnt� �l�0.� `F 3' t CATCtA CALCULATIONS FOR: COMPARISON OF WALL E COSTS MA of IRA A:"- 43 v-� MADE BY: JLS �l,J O 11 t E F 11 c s T�C6� •��3�C DATE: 11/13/97 Volume of Oakesdale Wall Length Cut Geogrid Cut Cut Cut Fill Area of backfill for station Wall station height along wall Wall area height length length area volume length backfill for cut cut 50+34 00+00 13 7 10.4 11.4 79.8 9.6 67.2 50+40 00+06 12 5.7 70.7 6 9.6 10.6 63.6 406 8.8 52.8 339 50+60 00+25 9 18.9 198.0 4 7.2 8.2 32.8 909 6.4 25.6 739 50+80 00+43 6 18.9 141.4 3 4.8 5.8 17.4 473 4 12 355 51+00 00+62 4 18.9 94.3 2 3.2 4.2 8.4 243 1 2 132 51+20 00+81 3 18.9 66.0 1 2.4 3.4 3.4 111 1 1 28 51+40 01+00 4 18.9 66.0 2 3.2 4.2 8.4 111 1 2 28 51+60 01+19 4 18.9 75.4 0 3.2 4.2 0 79 1 0 19 51+80 01+38 4 18.9 75.4 0 3.2 4.2 0 0 1 0 0 52+00 01+57 5 18.9 84.9 0 4 5 0 0 3.2 0 0 52+31 01+95 0 38.5 96.2 0 0 1 0 0 1 0 0 968.4 2333 C F 1641 Cr- - la 1 Cy W Qw C t,�Io ���n1� W t1�1►J� Volume of Oakesdale Wall Length Cut Geogrid Cut Cut Cut Fill Area of backfill for station Wall station height along wall Wall area height length length area volume length backfill for cut cut 50+34 00+00 7 5.6 6.6 0 4.8 0 50+40 00+06 6 5.7 36.8 4.8 5.8 0 0 4 0 0 50+60 00+25 5 18.9 103.7 4 5 0 0 3.2 0 0 50+80 00+43 18.9 47.1 0 1 0 0 1 0 0 51+00 00+62 18.9 0.0 0 1 0 0 1 0 0 51+20 00+81 18.9 0.0 0 1 0 0 1 0 0 51+40 01+00 18.9 0.0 0 1 0 0 1 0 0 51+60 01+19 18.9 0.0 0 1 0 0 1 0 0 51+80 01+38 4 18.9 37.7 3.2 4.2 0 0 1 0 0 52+00 01+57 5 18.9 84.9 4 5 0 0 3.2 0 0 52+31 01+95 0 38.5 96.2 0 1 0 0 1 0 0 406.4 0 0 Ar 04- S00,04 S>✓cz,0•1 S �Aw R0,-t ' - TOT-M. ur aF VJeu- L�oJ&Ttt [At o�16 Vlukt.t. . Ur a<-nt 6P vAA" P,F,CWEE14 SE Cslor- S. 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PLANNERS• SURVEYORS 10900 NE 8th Street, Suite 300 (425)454-5600 Bellevue,Washington 98004 Fax No. (425) 454-0220 FACSIMILE TRANSMITTAL Date or j Ct? PLEASE DELIVER THE FOLLOWING PAGES IMMEDIATELY TO: Name I (� ILSoN sc-CT7- Ooc7P�v.t¢ Firm/Agency ( T11.1 OF- -� ,, Tod city �?Et�-c-o'� Fax Number AS5 2-7-7- 4.4Zt3 t42r' 23S -Z541 From t✓Q�zopy � Project/Promo Name Project/Promo No. l -9,,-TO Remarks/Items Transmitted: L,2c�• o �y au �.a�L. �je.<.�,. �2 ,� g �;�;5<a� o� 'Lj:d , 4-e� ,.5 . HS We ss-J ivl-kl--m-c.a Hard Copy a Will dWill Not Be Sent No. of Pages (Including Transmittal Sheet) 3 If there are problems with transmission, call J> V-oo (425) 454-5600 l he information in this fax is confidential and proprietary and is intended only for the individual or entity named on He cover sheet. If you are not the intended recipient, disclosure, copying, distribution or use of this information is Firohibited. If you do not receive all of the pages or have received this fax in error, please notify us immediately at the above telephone number. Place Transmission Sheet in File Box with Copy of Transmitted Material A-07tax(Rev.6197) E00/T0001 '9NH 00VVVHINTH XVA 6E:F.T !6/fT/TT OAKESDALE AVE. SW EXTENSION-PHASE 7A owc.nro. SITE CONTOURS PLAN SG4 OF �O� b« '...._ `� ��„• as^ �;_ d+• ~�S.�'�ry;• l�l [ �'• • on /-47 ��� `,7 �,�,..n.arnn.nn• .5;, 110- `i _ �-��,• C ,` 1 � ' �... ......:gym=. ' �•• 7 � ,��R� � 711 � CJ` , �'i. /'t:. ��' ,..'..-• "� of •IS� i,,,� M ! LS�A +'q� ;f 1 '� _ , - •Y, L ♦ '6 fly!` i1 1 ! V. yam—'•""_ ...Op a r:•�*' ..�� �° 'J. '�'�!, •t �00-s.. i [ '• - `. �• ry�,.i,i-, f•- '. �,-•�1�`�. -i •�:..��`. �r,•� �•+ V• J. �.' { ii' f .c" :.Y.=.fir �� ti , ?AT,r(a�9t0 '- �,Z"Irw �'ti�tir_.y °;r''r..�t• • ..�... ' .r �- �, jA Wit[ 9 �y A•Kt�.II - .Il Y/v •. � . s !:. b ,) 1 C C � •/ J , •�rk* r*1.-w :Yi 'i "wfT � >ii'S. �:. '�-•. �~'M1��;x{, 1 41. ir NA '.i...Y�•=',•.;;•� Zv r-• X f rr •oo .r 5vbo • ,' -r •�`;,c:,,.�sue. N �a . .• .,t i 1 1 t . t - t , , •,,ti. • � tt no/m 01 OONVXLNH TVA Tip:ET L6/tT/TT E N T A A N C 0 PA..#dvvmj.jW~t 0.1p,a t4m,99 P P P S S T T T T CITY OF ----6-AKESDALE AVENUE S.W. EXTENSION c"ll PHASF I - q W 97TH CT TO -Z W irTU 4ZT t'(t-N I UN Pl—i-v8w�d;mq/P,,bAc Wort,Dpj� SITE CONTOURS PLAN NO. REVISION ey DATE APPR tt—t- cl-99 Zl—P.C.,Adrri4.1,olor W 0' 'A > q zi> ;01 A A Ilk, Nkl 0 01 kv % i N All �Z Employees must be trained in the requirements of the Aquifer Protection Code described in this guide as follows: 1. Types, quantities, and proper handling of hazardous materials on site 2. Containment of hazardous materials I Monitoring of hazardous material storage areas 4. Spill response 5. Spill reporting 6. Hazardous waste disposal 7. Pesticide and fertilizer application and reporting requirements. guid0597 page 8 P � I4, - �5C w a di V,y� AJ l d-A to Ala &JG�- �,,► �. ems, f ems- �►�.�, v.��,-e ytvzN 4o eC ! Ww u&s HAAe ry. ------ - �.�,, �t rim � r�,d s�- �- � r� �..► 1 I � � � � # � ! 1 �s: -i-- .1. ._:__._-__. i -- _ ��_ t I 1 � ' 1 � � � � ! I i •i 1 � � � � (: � �� "' J � ' _' i j �' ..� � � � _ � �i -t _ I � .. � ..� � �. ! � � �- '.�� i � .� � i � _,;��{ � � � � � I i � � __ r+rr" � I � .� � ; �. � � � i 7 , --�, ' ?' , � i I ! 1 I �� � � � I � � i � .� ij i j � t I � � �� 1 �: i III.PROJECT PROPOSAL CITY OF RENTON City of Renton - Planning/Building/Public Works Department OAKESDALE AVENUE SOUTHWEST SOUTHWEST 27TH STREET TO SOUTHWEST 16TH STREET SCHEDULE OF PRICES (Note: Unit prices for all items, all extensions, and total amount of bid must be shown. All entries must be written or entered in ink. Show unit price in both words and figures and where conflict occurs, the written or typed words shall prevail.) SCHEDULE A - ROADWAY ITEM APPROX. UNITS ITEM WITH UNIT PRICE BID UNIT PRICE AMOUNT NO. QUANTITY (Unit Prices to be Written in Words) DOLLARS CTS DOLLARS CTS A 1 LS Mobilization 1-09.7 per LS 2 AC Clearing and Grubbing 2-01 $ per AC 3 LF Clearing Limit Fence 2-01 _ SP $per LF 4 LS Remova'. of Structures 2-02 and Obstructions RC/SP .`�. per LS 5 LF Saw Cutting 2-02 RC/SP per LF 6 _. ___ _ _ _ SY Removing_Asphalt 2-02 Concrete Pavement RC/SP per SY 7 SY Pulverize Asphalt Concrete 2-02 Pavement and Compact In-situ SP $ per SY 8 LF Removing and Resetting 2-02 Chain Link Fence SP $ per LF 9 EA Removing and Resetting 2-02 Metal Gate SP per EA Oakesdale Avenue SW Extension A- 1 III.PROJECT PROPOSAL CITY OF RENTON City of Renton - Planning/Building/Public Works Department OAKESDALE AVENUE SOUTHWEST SOUTHWEST 27TH STREET TO SOUTHWEST 16TH STREET SCHEDULE OF PRICES SCHEDULE A - ROADWAY (Continued) ITEM APPROX. UNITS ITEM WITH UNIT PRICE BID UNIT PRICE AMOUNT NO. QUANTITY (Unit Prices to be Written in Words) DOLLARS CTS DOLLARS CTS 10 EA Removing Painted Traffic 2-02 Arrow SP $ per EA 11 HUND. Removing Raised Pavement 2-02 Marker SP per HUND. 12 LS Utility Relocations 1-07.17 and Protection RC/SP per LS 13 CY Plug Existing Pipe with 7-08.3(4) Concrete per CY 14 CY Roadway Excavation, 2-03 including Haul RC/SP $ per CY 15 CY Wetpond Excavation, 2-03 including Haul SP per CY 16_-_ .__ _ _ _. __ - CY- Mitigation Wetland Excavation, - 2-03 including Haul SP per CY 17 TON Gravel Borrow, including 2-03.3 Haul RC/SP er TON 18 CY Structure Excavation Class A, 2-09.3(2) including Haul RC/SP $ V per CY 19 CY Structure Excavation Class B, 2-09.3(2) including Haul RC/SP S per CY A- 2 III.PROJECT PROPOSAL CITY OF RENTON City of Renton - Planning/Building/Public Works Department OAKESDALE AVENUE SOUTHWEST SOUTHWEST 27TH STREET TO SOUTHWEST 16TH STREET SCHEDULE OF PRICES SCHEDULE A - ROADWAY (Continued) ITEM APPROX. UNITS ITEM WITH UNIT PRICE BID UNIT PRICE AMOUNT NO. QUANTITY (Unit Prices to be Written in Words) DOLLARS CTS DOLLARS CTS 20 LS Shoring or Extra Excavation 2-09 Class A SP per LS 21 SF Shoring or Extra Excavation 2-09 /) Class B SP (fj•, S per SF 22 CY Gravel Backfill for Abutment 2-09 Wall SP S per CY 23 CY Gravel Backfill for Trench 2-09 SP S per CY 24 LF Corrugated Polyethylene Storm 7-04 Sewer Pipe- 8 inch diameter S per LF 25 LF Corrugated Polyethylene Storm 7-04 Sewer Pipe- 12 inch diameter S per LF 26 - LF Corrugated Polyethylene Storm -- - 7-04- Sewer Pipe-24 inch diameter S per LF 27 LF Ductile Iron Storm Sewer Pipe- 7-04 12 inch diameter SP S per LF 28 LF Ductile Iron Storm Sewer Pipe- 7-04 18 inch diameter SP S per LF 29 LF Ductile Iron Storm Sewer Pipe- 7-04 24 inch diameter SP S per LF A - 3 III.PROJECT PROPOSAL CITY OF RENTON City of Renton - Planning/Building/Public Works Department OAKESDALE AVENUE SOUTHWEST SOUTHWEST 27TH STREET TO SOUTHWEST 16TH STREET SCHEDULE OF PRICES SCHEDULE A - ROADWAY (Continued) ITEM APPROX. UNITS ITEM WITH UNIT PRICE BID UNIT PRICE AMOUNT NO. QUANTITY (Unit Prices to be Written in Words) DOLLARS CTS DOLLARS CTS 30 EA Adjust Manhole 7-05.3(1) RC per EA 31 EA Adjust Catch Basin 7-05.3(1) RC per EA 32 EA Connection to Existing Pipe 7-05.3(3) RC per EA 33 EA Connection to Existing Catch 7-05.3(3) Basin RC per EA 34 EA Area Inlet 7-05 S per EA 35 EA Concrete Inlet 7-05 per EA 36_ . __ _ EA Catch-Basin-Type l_. _ 7-05 per EA 37 EA Catch Basin-Type 2- 7-05 48 inch diameter per EA 38 EA Catch Basin-Type 2- 7-05 72 in.dia. w/Baffle SP per EA 39 EA Catch Basin-Type 2 - 7-05 72 in.dia. w/Flow-Through Pipe SP S per EA A - -t III. PROJECT PROPOSAL CITY OF RENTON City of Renton -Planning/Building/Public Works Department OAKESDALE AVENUE SOUTHWEST SOUTHWEST 27TH STREET TO SOUTHWEST 16TH STREET SCHEDULE OF PRICES SCHEDULE A - ROADWAY (Continued) ITEM APPROX. UNITS ITEM WITH UNIT PRICE BID UNIT PRICE AMOUNT NO. QUANTITY (Unit Prices to be Written in Words) DOLLARS CTS DOLLARS CTS 40 EA Debris Barrier 2- 7-05 24 inch diameter SP per EA 41 EA Cap Pipe End 7-05 SP $ per EA 42 EA Stake Pipe End 7-05 SP $ per EA 43 LS Water Quality Ponds 7-05 SP per LS 44 LS Water Quality Vault 7-05 SP per LS 45 CY Soil Excavation for Shaft 6-13.3.2 including Haul- 6 ft. dia. SP per CY 46 ____ _ _ LB _ -Steel Reinforcing-Bar. 6-02.3(24) SP $ per LB 47 CY Concrete Class 4000W for 6-02 Shaft SP per CY 48 CY Concrete Class 4000 for 6-02 Bridge SP per CY 49 LS Superstructure 6-02 Springbrook Creek Bridge SP per LS A-5 III. PROJECT PROPOSAL CITY OF RENTON City of Renton - Planning/Building/Public Works Department OAKESDALE AVENUE SOUTHWEST SOUTHWEST 27TH STREET TO SOUTHWEST 16TH STREET SCHEDULE OF PRICES SCHEDULE A - ROADWAY (Continued) ITEM APPROX. UNITS ITEM WITH UNIT PRICE BID UNIT PRICE AMOUNT NO. QUANTITY (Unit Prices to be Written in Words) DOLLARS CTS DOLLARS CTS 50 CALC. Deficient Strength Concrete 6-02.3(5) Price Adjustment S per CALC. 51 CALC. Slump and Air 6-02.3(5) Price Adjustment S per CALC. 52 LF Pedestrian Barrier 6-10 SP S per LF 53 SF Modular Block Wall 8-28 SP S per SF 54 LF Handrail 6-06 SP S per LF 55 LF Railing Seat 6-10 SP S per LF 56 __ _ . __ _ ._LS Reinforcement for Pump_. 6-02.3 Vault No. 3 SP S per LS 57 TON Crushed Surfacing 4-04 Top Course S per TON 58 CY Concrete Class 4000 for 5-05.3(19) Bridge Approach Slab SP S y per CY 59 EA Bridge Approach Slab 5-05.3(19) Anchor SP S per EA A- 6 III.PROJECT PROPOSAL CITY OF RENTON City of Renton - Planning/Building/Public Works Department OAKESDALE AVENUE SOUTHWEST SOUTHWEST 27TH STREET TO SOUTHWEST 16TH STREET SCHEDULE OF PRICES SCHEDULE A - ROADWAY (Continued) ITEM APPROX. UNITS ITEM WITH UNIT PRICE BID UNIT PRICE AMOUNT NO. QUANTITY (Unit Prices to be Written in Words) DOLLARS CTS DOLLARS CTS 60 LB Steel Reinforcin=Bar 5-05.3(19) for Bridge Approach Slab SP per LB 61 LB Epoxy-Coated Steel Reinf. 5-05.3(19) Bar for Bridge Approach Slab SP per LB 62 TON Asphalt Concrete Pavement 5-04 Class B per TON 63 TON Asphalt Concrete Pavement 5-04 Class E per TON _ 64 FA Temporary Water Pollution/ 1-07.15 Erosion Control S per FA 65 LF Filter Fabric Fence 8-01 per LF _66_ _ ____ __- TON. Light_Loose Rip-Rap for 8-15 Slope Protection per TON 67 TON Ballast for Slope Protection 8-15 S per TON 68 SY Construction Geotextile for 8-15 Soil Stability per SY 69 CY Quarry Spalls for Construction 8-15 Entrance per CY A- 7 III. PROJECT PROPOSAL CITY OF RENTON City of Renton - Planning/Building/Public Works Department OAKESDALE AVENUE SOUTHWEST SOUTHWEST 27TH STREET TO SOUTHWEST 16TH STREET SCHEDULE OF PRICES SCHEDULE A - ROADWAY (Continued) ITEM APPROX. UNITS ITEM WITH UNIT PRICE BID UNIT PRICE AMOUNT NO. QUANTITY (Unit Prices to be Written in Words) DOLLARS CTS DOLLARS CTS 70 LS Trail Modifications SPECIAL per LS 71 CY Topsoil Type A 8-01.3(2) per CY 72 CY Soil Amendment, 8-02.3(5) 6 inch depth per CY 73 AC Seeding,Hydroseed Mix 1 8-01.3(4) (Road) per AC 74 AC Seeding,Hydroseed Mix 2 8-01.3(4) (Upland) per AC 75 AC Seeding,Hydroseed Mix 3 8-01.3(4) (Wetland) per AC 76 _ __ _ SF Sod, -Ditch_ P V S reader SPECIAL _ per SF 77 EA Trees,3-4 ft., 8-02.3(7) Various Species per EA 78 EA Shrubs, 18 inch, 8-02.3(7) Various Species $ per EA 79 EA Emergents,4 inch Pots, 8-02.3(7) Various Species per EA A- 8 III.PROJECT PROPOSAL CITY OF RENTON City of Renton-Planning/Building/Public Works Department OAKESDALE AVENUE SOUTHWEST SOUTHWEST 27TH STREET TO SOUTHWEST 16TH STREET SCHEDULE OF PRICES SCHEDULE A - ROADWAY (Continued) ITEM APPROX. UNITS ITEM WITH UNIT PRICE BID UNIT PRICE AMOUNT NO. QUANTITY (Unit Prices to be�ten in Words) DOLLARS CTS DOLLARS CTS 80 EA L aye Woodv D ris SPECIAL L�' O (Stre ba $ er.�A 81 SF Temporary Irriga 8-03 (Mitigation Wetland) per SF 82 LF Cement Concrete Barrier 8-04 Curb and Gutter SP $ per LF 83 LF Type A Block Traffic 8-07 Curb per LF 84 SY Cement Concrete Sidewalk 8-14 RC/SP $ per SY 85 LF Paint Stripe 8-22 RC/SP $ per LF ___86_ _ LF_- -Plastic Crosswalk Stripe RC/SP $ per LF 87 LF Plastic Stop Bar 8-22 RC/SP per LF 88 EA Plastic Traffic Arrow 8-22 RC/SP $ per EA 89 EA Plastic Traffic Letter 8-22 RC/SP $ er EA A-9 III.PROJECT PROPOSAL CITY OF RENTON City of Renton- Planning/Building/Public Works Department OAKESDALE AVENUE SOUTHWEST SOUTHWEST 27TH STREET TO SOUTHWEST 16TH STREET SCHEDULE OF PRICES SCHEDULE A - ROADWAY (Continued) ITEM APPROX. UNITS ITEM WITH UNIT PRICE BID UNIT PRICE AMOUNT NO. QUANTITY (Unit Prices to be Written in Words) DOLLARS CTS DOLLARS CTS 90 HUND Raised Pavement Marker- 8-09 Type 1 per HUND 91 HUND Raised Pavement Marker- 8-09 Type 2 per HUND 92 LS Permanent Signing 8-21 per LS 93 LS Illumination System, 8-20 Complete RC/SP per LS 94 LS Traffic Signal System 8-20 Complete RC/SP $ per LS 95 LS Interconnect,Complete 8-20 RC/SP $ per LS 96 _ LS_ Traffic Control___ _____ _ _ _ 1-10 RC per LS 97 MGAL Water 2-07 per MGAL 98 LS Contractor Supplied 1-05 Surveying RC per LS 99 LS Monument Case and Cover 8-13 RC $ per LS A- 10 III.PROJECT PROPOSAL CITY OF RENTON City of Renton - Planning/Building/Public Works Department OAKESDALE AVENUE SOUTHWEST SOUTHWEST 27TH STREET TO SOUTHWEST 16TH STREET SCHEDULE OF PRICES SCHEDULE A - ROADWAY (Continued) ITEM APPROX. UNITS ITEM WITH UNIT PRICE BID UNIT PRICE AMOUNT NO. QUANTITY (Unit Prices to be Written in Words) DOLLARS CTS DOLLARS CTS TOTAL-SCHEDULE A: Total of extended amount in words: dollars and cents. BY SIGNING THIS PROPOSAL,THE BIDDER FURTHER DECLARES THAT HE/SHE FULLY UNDERSTANDS THE CONSTRAINED SCHEDULE FOR THIS PROJECT AND HEREBY PROPOSES TO COMPLETE THE WORK INCLUDED IN THIS IMPROVEMENT WITHIN THE TIME LIMIT FOR COMPLETION,AS DEFINED IN THE PROJECT CONTRACT DOCUMENTS. THE UNDERSIGNED BIDDER AGREES TO COMMENCE WORK ON THIS PROJECT,IF AWARDED TO HEWHER, NO LATER THAN 10 DAYS AFTER FINAL EXECUTION OF THE CONTRACT AGREEMENT AND TO COMPLETE THE WORK BY OCTOBER 1, 1998 Dated at this day of , 199_ A- I III.PROJECT PROPOSAL CITY OF RENTON City of Renton - Planning/Building/Public Works Department OAKESDALE AVENUE SOUTHWEST SOUTHWEST 27TH STREET TO SOUTHWEST 16TH STREET SCHEDULE OF PRICES (Note: Unit prices for all items, all extensions, and total amount of bid must be shown. All entries must be written or entered in ink. Show unit price in both words and figures and where conflict occurs, the written or typed words shall prevail.) SCHEDULE B - SPRINGBROOK CREEK CHANNEL WIDENING ITEM APPROX. UNITS ITEM WITH UNIT PRICE BID UNIT PRICE AMOUNT NO. QUANTITY (Unit Prices to be Written in Words) DOLLARS CTS DOLLARS CTS LS Mobilization 1-09.7 per LS 2 AC Clearing and Grubbing 2-01 er AC LF Clearing Limit Fence 2-01 _ SP ------- ---- per LF 4 CY Channel Excavation, 2-03 including Haul SP ' $ per CY ✓th�f 5 LS Adjust Storm Water 7-05.3 Outfall Valve SP � S per LS 6- -_- ___.__.._ .- SF _ --Modular Block.Wall_- __.- . _ _ ___ 8-28 SP $ a per SF 7 LF drail - SP per LF 8 LF R g Seat 6-10 SP per LF 9 TON d Surfac' a 4-04 Top Course per TON Oakesdale Avenue SW Extension B - 1 III.PROJECT PROPOSAL CITY OF RENTON City of Renton - Planning/Building/Public Works Department OAKESDALE AVENUE SOUTHWEST SOUTHWEST 27TH STREET TO SOUTHWEST 16TH STREET SCHEDULE OF PRICES SCHEDULE B - SPRINGBROOK CREEK CHANNEL WIDENING (Continued) ITEM APPROX. UNITS ITEM WITH UNIT PRICE BID UNIT PRICE AMOUNT NO. QUANTITY (Unit Prices to be Written in Words) DOLLARS CTS DOLLARS CTS 10 LS ity Relocatio 1-07.17 and otecti RC/SP per L 11 TON Asp Concret avement 5-04 Class B $ per TO 12 FA Temporary Water Pollution/ 1-07.15 Erosion Control per FA 13 LF Filter Fabric Fence 8-01 per LF 14 SY Coir Mat 8-01 SP per SY 15 TON Light ose Rip-Ra or 8-15 Slope Pro tion $ per ON 15- _ __ _____ TON _ Ballastvlr Slope P section__. _ . . 8-15. $ per TO 17 SY Constriction Ge xtile for 8-15 Soil Stab per SY 18 CY Quarry alas fo onstruction 8-15 Entrance $ per CY 19 LS Trail ificati s SPECIAL per LS B -2 III.PROJECT PROPOSAL CITY OF RENTON City of Renton - Planning/Building/Public Works Department OAKESDALE AVENUE SOUTHWEST SOUTHWEST 27TH STREET TO SOUTHWEST 16TH STREET SCHEDULE OF PRICES SCHEDULE B - SPRINGBROOK CREEK CHANNEL WIDENING (Continued) ITEM APPROX. UNITS ITEM WITH UNIT PRICE BID UNIT PRICE AMOUNT NO. QUANTITY (Unit Prices to be Written in Words) DOLLARS CTS DOLLARS CTS 20 AC Seeding,Hydroseed Mix 4 8-01.3(4) (Streambank Planting) per AC 21 EA Trees 8-02.3(7) (Streambank Planting) SP per EA 22 EA Shrubs 8-02.3(7) (Streambank Planting) SP per EA 22 EA Large Woodv Debris SPECIAL I� (Streambank) $ per EA 23 LS Contractor Supplied 1-05 Surveying RC per LS 5- A TOTAL-SCHEDULE B: $ Total of extended amount in words: dollars and cents. �,� � � '•�-��� BY SIGNING THIS PROPOSAL,THE BIDDER FURTHER DECLARES THAT HE/SHE FULLY UNDERSTANDS THE CONSTRAINED SCHEDULE FOR THIS PROJECT AND HEREBY PROPOSES TO COMPLETE THE WORK INCLUDED IN THIS IMPROVEMENT WITHIN THE TIME LIMIT FOR COMPLETION,AS DEFINED IN THE PROJECT CONTRACT DOCUMENTS. THE UNDERSIGNED BIDDER AGREES TO COMMENCE WORK ON THIS PROJECT,IF AWARDED TO HIM/HER, NO LATER THAN 10 DAYS AFTER FINAL EXECUTION OF THE CONTRACT AGREEMENT AND TO COMPLETE THE WORK BY OCTOBER 1, 1998 Dated at this day of , 199_ B - 3 III.PROJECT PROPOSAL CITY OF RENTON City of Renton- Planning/Building/Public Works Department OAKESDALE AVENUE SOUTHWEST SOUTHWEST 27TH STREET TO SOUTHWEST 16TH STREET SCHEDULE OF PRICES (Note: Unit prices for all items, all extensions, and total amount of bid must be shown. All entries must be written or entered in ink. Show unit price in both words and figures and where conflict occurs, the written or typed words shall prevail.) SCHEDULE C - SANITARY SEWER STUBS ITEM APPROX. UNITS ITEM WITH UNIT PRICE BID UNIT PRICE AMOUNT NO. QUANTITY (Unit Prices to be Written in Words) DOLLARS CTS DOLLARS CTS . 1 LS Mobilization 1-09.7 per LS 2 CY Removal and Replacement 7-17 of Unsuitable Fill Material per CY 3 LF Ductile Iron Sewer Pipe- 7-17 12 inch diameter SP per LF 4 EA Manhole 7-05 48 inch dia. -Metro Type SP per EA 5 EA Drop Manhole Connection 7-05 $ per EA 6 . --_-- _LS_ -- _Trench.Safety System - 7-17 SP per LS 7 LS Dewatering SPECIAL SP $ per LS 8 CY Gravel Backfill for Trench 2-09 SP $ per CY 9 LS Television Inspection 7-17 $ per LS Oakesdale Avenue SW Extension C- 1 III.PROJECT PROPOSAL CITY OF RENTON City of Renton-Planning/Building/Public Works Department OAKESDALE AVENUE SOUTHWEST SOUTHWEST 27TH STREET TO SOUTHWEST 16TH STREET SCHEDULE OF PRICES SCHEDULE C - SANITARY SEWER STUBS (Continued) ITEM APPROX. UNITS ITEM WITH UNIT PRICE BID UNIT PRICE AMOUNT NO. QUANTITY (Unit Prices to be Written in Words) DOLLARS CTS DOLLARS CTS 10 LS Utility Relocations 1-07.17 and Protection RC/SP per LS 11 LS Contractor Supplied 1-05 Surveying RC $ per LS TOTAL-SCHEDULE C: $ Total of extended amount in words: dollars and cents. BY SIGNING THIS PROPOSAL,THE BIDDER FURTHER DECLARES THAT HE/SHE FULLY UNDERSTANDS THE CONSTRAINED SCHEDULE FOR THIS PROJECT AND HEREBY PROPOSES TO COMPLETE THE WORK INCLUDED IN THIS IMPROVEMENT WITHIN THE TIME LIMIT FOR COMPLETION,AS DEFINED IN THE PROJECT CONTRACT DOCUMENTS. THE UNDERSIGNED BIDDER AGREES TO COMMENCE WORK ON THIS PROJECT,IF AWARDED TO HIMMER,NO LATER THAN 10 DAYS AFTER FINAL EXECUTION OF THE CONTRACT AGREEMENT AND TO COMPLETE THE WORK BY OCTOBER 1, 1998 _. . _ _Dated at this day of C - 2 KATo& 2003 Western Avenue WARREN SSS Market Place One Tel: 206/448-4200 INCORPORATED Seattle, Washington 98121 Fax: 2061269-6378 MEMORANDUM TO: Joe Armstrong DATE: November 13, 1997 OF: City of Renton JOB NO. 97-448 FROM: Barry Knight SUBJECT: Oakesdale Avenue SW Extension Dear Joe: As requested,we have prepared the attached estimate of the design costs associated with the channel widening work along Springbrook Creek. Regards, EXHIBIT D-1 CONSULTANT FEE DETERMINATION - SUMMARY SHEET Oakesdale Avenue S.W. Extension - Springbrook Creek Channel Widening DIRECT SALARY COST (DSC): Classification Personhours x Rate = Cost Principal-in-Charge 0 $43.27 $0.00 Project Manager 21 $43.27 $908.67 Deputy P.M. 5 $43.27 $216.35 Permitting Team Ldr. 6 $43.27 $259.62 Roadway Team Ldr. 15 $33.03 $495.45 Engineer Grade IV 0 $35.00 $0.00 Engineer Grade III 3 $22.79 $68.37 Engineer Grade II 14 $20.77 $290.78 Engineer Grade I 1 $16.73 $16.73 CADD Tech'n. 4 $16.00 $64.00 Admin.Manager 0 $16.39 $0.00 Clerical Staff 0 $13.00 $0.00 SUBTOTAL-SALARY COST 69 $2,319.97 OVERHEAD (OH COST- including Salary Additives): OH Rate x DSC 174.0% x $2,319.97 = $4,036.75 FIXED FEE (FF) FF Rate x DSC 35.0% x $2,319.97 = $811.99 REIMBURSABLES: CADD: 8 hours @ $10.00/hour $80.00 Travel : 0 x$0.30 $0.00 Communications: $20.00 Reproduction: $50.00 Materials: Maps,film,mylar;etc. _ __ _._ $0.00-- SUBTOTAL-REIMBURSABLES $150.00 SUBCONSULTANT COSTS: Entranco $34,474.00 Shannon &Wilson,Inc. $0.00 Shapiro&Associates,Inc. $9,808.27 Northwest Hydraulic Consultants,Inc. SUBTOTAL-SUBCONSULTANT COSTS $44,282.28 GRAND TOTAL - ESTIMATED FEE: $51,600.98 PREPARED BY: Barry Knight DATE: 13-Nov-97 "TO & WARREN, INC. EXHIBIT G-1 SUBCONSULTANT FEE DETERMINATION - SUMMARY SHEET Oakesdale Avenue S.W. Extension - Springbrook Creek Channel Widening DIRECT SALARY COST (DSC): Classification Personhours x Rate = Cost Principal/P.M. 2 $45.00 $90.00 Senior Engineer 32 $34.90 $1,116.80 Lead Engineer 66 $31.90 $2,105.40 Project Engineer 16 $28.00 $448.00 Design Engineer 154 $22.50 $3,465.00 Staff Engineer 8 $19.00 $152.00 Sr. CADD Designer 96 $24.50 $2,352.00 Sr. CADD Tech. 15 $21.00 $315.00 CADD Tech. 70 $14.85 $1,039.50 Survey Manager 0 $34.50 $0.00 Survey Office 0 $25.50 $0.00 Survey Field 0 $18.50 $0.00. Technical Support 16 $21.00 $336.00 Staff Support 4 $11.00 $44.00 SUBTOTAL-SALARY COST 479 $11,463.70 OVERHEAD (OH COST- including Salary Additives): OH Rate x DSC 157.0% x $11,463.70 = $17,998.01 FIXED FEE (FF) FF Rate x DSC 35.0% x $11,463.70 = $4,012.30 - _- --- __REIMBURSABLES: __ Computer(CADD): $500.00 Travel : $70.00 Communications: $50.00 Reproduction: $200.00 Postage/Delivery $60.00 Miscellaneous $120.00 SUBTOTAL-REIMBURSABLES $1,000.00 GRAND TOTAL - ESTIMATED FEE: $34,474.00 PREPARED BY: Brad Stein DATE: 13-Nov-97 ENTRANCO EXHIBIT G-1 SUBCONSULTANT FEE DETERMINATION - SUMMARY SHEET Oakesdale Avenue S.W. Extension - Springbrook Creek Channel Widening DIRECT SALARY COST (DSC): Classification Personhours x Rate = Cost Principal 0 $41.34 $0.00 Scientist II 0 $19.80 $0.00 Scientist IV 51 $24.52 $1,250.52 Landscape Architect 64 $23.93 $1,531.52 Landscape Architect 15 $14.40 $216.00 Editor 0 $19.02 $0.00 Word Processor 0 $15.50 $0.00 Graphics 0 $16.54 $0.00 SUBTOTAL-SALARY COST 130 $2,998.04 OVERHEAD (OH COST- including Salary Additives): OH Rate x DSC 187.82% x $2,998.04 = $5,630.92 FIXED FEE (FF) FF Rate x DSC 35.0% x $2,998.04 = $1,049.31 REIMBURSABLES: Travel _ . - __ . - _ __ __ _ _ _ ___ - $20.00 -_ Communications: $30.00 Reproduction: $80.00 SUBTOTAL-REIMBURSABLES $130.00 GRAND TOTAL - ESTIMATED FEE: $9,808.27 PREPARED BY: Marc Boule DATE: 13-Nov-97 SHAPIRO & ASSOCIATES, INC. Oakesdale Avenue S.W. Extension - Springbrook Creek Channel Widening Combined Estimated Personhours and Labor Costs FIRM_ WORK ELEMENT Kato& Shannon& Shapiro& TOTAL SALARY Warren Entranco Wilson Associates COST 1.0 PROJECT MANAGEMENT 1.1 Prepare&Update CPM Schedule 1.2 Monthly Progress Reports&Billings 1.3 Management,Direction&'.Coordination 14 6 20 $712 Total: Project Managerrjent 14 6 20 $712 2.0 MEETINGS 2.1 Steering Committee 2.2 Technical Advisory Committee 5 5 $196 2.3 Permitting Committee 2.4 Internal Team Meetings 6 5 11 $399 2.5 Progress Meetings 2.6 Other Meetings 3 11 10 24 $720 2.7 Partnering Meeting Total: Meetings 14 16 10 40 $1,315 3.0 INITIAL STUDIES 3.1 Data Collection&Review 3.2 Prepare Base Plans 3.3 Update Geometric Alignment i 3.4 Update Bridge Structure TS&L 3.5 Update Drainage Concept$ 3.6 Develop Conceptual Wetland Mitigation Plan 3.7 Coordinate with Utility Agencies 3.8 Finalize Design Standards 3.9 Project Re-estimate/Cost Update 3.10 Prepare Project Definition Report 3.11 Phase 2 Alignment Development 3.12 Phase 2 Drainage Issues 3.13 Provide Information&Graphics for FEIS Total: Initial Studies i Oakesdale Avenue S.W. Extension - Springbrook Creek Channel Widening Combined Estimated Personhours and Labor Costs j FIRM WORK EILEMENT Kato& ntranco Shannon& Shapiro& TOTAI. SALARY E Warren Wilson Associates COST 4.0 GEOTECHNICAL INVESTIGATIONS 4.1 Geotechnical Investigations&Report Total: Geotechnical Investigations 5.0 PERMITTING&SEPA!AC'TIVITIES 5.1 Assist City in Establishing Permitting Activities, SEPA Obligations&Schedule i 5.2 Dev.Draft Permit Submittals&SEPA Document'n. 5.3 Finalize Permits&SEPA Documentation 5.4 Meetings with Permitting Agencies 5.5 Phase 2 Permitting&Weiland Impacts 5.6 Prepare Public Notice Pac i kage Total: Permitting&SEPA Activities 6.0 PRELIMINARY DESIGN(50%) 6.1 Roadway Plans,Profiles&Typical Sections 6.2 Bridge Layout Plans 6.3 Drainage Layout Plans&Profiles 6.4 Wetland Mitigation Plans' 6.5 Traffic Signal&Illumination Layout i 6.6 Utility Relocation/installation Details 6.7 Supplementary Survey/Update Base Plans 6.8 Right-of-Way Plans 6.9 Right-of-Way Legal Descriptions 6.10 Preliminary Cost Estimate 6.11 Identify Special Provisions Required 6.12 Quality Assurance j 6.13 Assemble&Submit Preliminary Design(50%) Total: Preliminary Design(50%) i Oakesdale Avenue S.W. Extension - Springbrook Creek Channel Widening Combined Estimated Personhours and Labor Costs FIRM WORK ELEMENT Kato& Entranco Shannon& Shapiro& TOTAL SALARY Warren Wilson Associates COST 7.0 FINAL DESIGN AND PAS&E 7.1 Typical Sections 7.2 Roadway Plans&Profiles 7.3 Drainage Plans,Profiles&Report 7.4 Utility Relocation/Installation Plans&Profiles 7.5 Bridge Plans 7.6 Wall Plans,Trail Relocation&Creek Widening 335 335 $7,615 7.7 Seattle Public Utilities(SPU)Lid Plans 1 7.8 Traffic Signal Plans 7.9 Interconnect Plans 7.10 Illumination Plans 7.11 Signing&Pavement Marking Plans 7.12 Traffic Control Plans 7.13 Wetland Mitigation Plans 7.14 Landscape Design Plans&Bridge Mitigation 70 70 $1,702 7.15 Erosion Control Plans&Scour Evaluation 54 54 $1,379 7.16 Miscellaneous Plans 7.17 Special Provisions 20 20 $474 7.18 Quality Assurance 18 18 $648 7.19 Assemble&Submit Draft PS&E for Review(95%) 5 5 $151 7.20 Respond to Review Comments 22 22 30 74 $1,682 7.21 Incorporate Cost Reduction Measures 7.22 Final Quantities 2 8 10 20 $491 7.23 Final Cost Estimate 8 6 4 18 $495 7.24 Cross Sections 7.25 Assemble&Submit Final PS&E(100%) 4 4 $118 Total: Final Design and.PS&E 41 463 114 618 $14,755 8.0 ASSISTANCE DURING BID PERIOD 8.1 Provide Assistance to City during Bid Period 8.2 Attend Pre-Bid Conference Total: Assistance during Bid Period _E TOTAL HOURS 69 479 130 678 $l6,782� Oakesdale Avenue S.W. Extension - Springbrook Creek Channel Widening KATO &WARREN,INC. Consultant Estimated Personhours and Labor Costs 11/13/97 PERSON-IIOURS WORK ELEMENT Principal- Project Deputy Permitting Roadway Engineer Engineer Engineer Engineer CADD Admin. Clerical SALARY in-Charge Manager P.M. Team Ldr. Team Ldr. Grade IV Grade III Grade II Grade I Tech'n. Manager Staff TOTAL COST Hourly Salary Rate $43.27 $43.27 $43.27 $43.27 $33.03 $35.00 $22.79 $20.77 $16.73 $16.00 $16.39 $13.00 1.0 PROJECT MANAGEMENT 1.1 Prepare&Update CPM Schedule 1.2 Monthly Progress Reports&Billings 1.3 Management,Direction&Coordination 4 2 4 4 14 $565 Total: Project Management 4 2 4 4 14 $565 2.0 MEETINGS 2.1 Steering Committee 2.2 Technical Advisory Committee 3 2 5 $196 2.3 Permitting Committee 2.4 Internal Team Meetings 4 2 6 $239 2.5 Progress Meetings 2.6 Other Meetings 3 3 $130 2.7 Partnering Meeting Total: Meetings 10 4 14 $565 3.0 INITIAL STUDIES 3.1 Data Collection&Review 3.2 Prepare Base Plans 3.3 Update Geometric Alignment 3.4 Update Bridge Structure TS&I_ 3.5 Update Drainage Concepts 3.6 Develop Conceptual Wetland Mitigation Plan 3.7 Coordinate with Utility Agencies 3.8 Finalize Design Standards 3.9 Project Re-estimate/Cost Update 3.10 Prepare Project Definition Report 3.11 Phase 2 Alignment Development 3.12 Phase 2 Drainage Issues 3.13 Provide Information&Graphics for FEIS Total: Initial Studies Oakesdale Avenue S.W. Extension - Springbrook Creek Channel Widening KATO&WARREN,INC. Consultant Estimated Personhours and Labor Costs ! 11/13/97 PERSON-HOURS WORK ELEMENT Principal- Project Deputy Permitting Roadway Engineer Engineer Engineer Engineer CADD Admin. Clerical SALARY in-Charge Manager P.M. Team Ldr. Team Ldr. Grade IV Grade III Grade II Grade I Tech'n. Manager Staff TOTAL COST Hourly Salary Rate $43.27 $43.27 $43.27 $43.27 $33.03 $35.00 $22.79 $20.77 $16.73 $16.00 $16.39 $13.00 4.0 GEOTECHNICAL INVESTIGATIONS 4.1 Geotechnical Investigations&Report Total: Geotechnical Investigations 5.0 PERMITTING&SEPA ACTIVITIES 5.1 Assist City in Establishing Permitting Activities, SEPA Obligations&Schedule 5.2 Dev.Draft Permit Submittals&SEPA Document'n. 5.3 Finalize Permits&SEPA Documentation 5.4 Meetings with Permitting Agencies 5.5 Phase 2 Permitting&Wetland Impacts 5.6 Prepare Public Notice Package Total: Permitting&SEPA Activities 6.0 PRELIMINARY DESIGN(50%) 6.1 Roadway Plans,Profiles&Typical Sections 6.2 Bridge Layout Plans 6.3 Drainage Layout Plans&Profiles 6.4 Wetland Mitigation Plans 6.5 Traffic Signal&Illumination Layout 6.6 Utility Relocation/Installation Details 6.7 Supplementary Survey/Update Base Plans 6.8 Right-of-Way Plans 6.9 Right-of-Way Legal Descriptions 6.10 Preliminary Cost Estimate 6.11 Identify Special Provisions Required 6.12 Quality Assurance 6.13 Assemble&Submit Preliminary Design(50%) Total: Preliminary Design(50%) i Oakesdale Avenue S.W. Extension - Springbrook Creek Channel Widening KA TO &WARREN,INC. Consultant Estimated Personhours and Labor Costs l 1/13/97 PERSON-HOURS WORK ELEMENT Principal- Project Deputy Permitting Roadway Engineer Engineer Engineer Engineer CADD Admin. Clerical SALARY In-Charge Manager P.M. Team Ldr. Team Ldr. Grade IV Grade III Grade II Grade I Tech'n. Manager Stall' TOTAL COST Hourly Salary Rate $43.27 $43.27 $43.27 $43.27 $33.03 $35.00 $22.79 $20.77 $16.73 $16.00 $16.39 $13.00 7.0 FINAL DESIGN AND PS&E 7.1 Typical Sections 7.2 Roadway Plans&Profiles 7.3 Drainage Plans,Profiles&Report 7.4 Utility Relocation/Installation Plans&Profiles 7.5 Bridge Plans 7.6 Wall Plans,Trail Relocation&Creek Widening 7.7 Seattle Public Utilities(SPU)Lid Plans 7.8 Traffic Signal Plans i 7.9 Interconnect Plans 7.10 Illumination Plans 7.11 Signing&Pavement Marking Plans 7.12 Traffic Control Plans 7.13 Wetland Mitigation Plans 7.14 Landscape Design Plans&Bridge Mitigation 7.15 Erosion Control Plans&Scour Evaluation 7.16 Miscellaneous Plans 7.17 Special Provisions 7.18 Quality Assurance 7.19 Assemble&Submit Draft PS&E for Review(95%) 1 2 2 5 $151 7.20 Respond to Review Comments 3 2 2 3 3 4 1 4 22 $634 7.21 Incorporate Cost Reduction Measures 7.22 Final Quantities 2 2 $42 7.23 Final Cost Estimate 3 1 4 8 $246 7.24 Cross Sections 7.25 Assemble&Submit Final PS&E(100%) 1 1 2 4 $118 Total: Final Design and PS&E 7 3 2 7 3 14 I 4 41 $1,190 8.0 ASSISTANCE DURING BID PERIOD 8.1 Provide Assistance to City during Bid Period 8.2 Attend Pre-Bid Conference Total: Assistance during Bid Period TOTAL HOURS 21 5 6 15 3 14 1 4 69 $2,320 Oakesdale Avenue S.W. Extension - Springbrook Creek Channel Widening ENTRANCO Subconsultant Estimated Personhours and Labor Costs 11/13/97 PERSON-HOURS WORK ELEMENT Principal/ Senior Lead Project Design Staff Sr.CADD Sr.CADD CADD Survey Survey Survey Technical Staff SALARY P.M. Engineer Engineer Engineer Engineer Engineer Designer Tech. Tech. Manager Office Field Support Support COST Hourly Salary Rate $45.00 $34.90 $31.90 $28.00 $22.50 $19.00 $24.50 $21.00 $14.85 $34.50 $25.50 $18.50 $21.00 $11.00 1.0 PROJECT MANAGEMENT 1.1 Prepare&Update CPM Schedule 1.2 Monthly Progress Reports&Billings 1.3 Management,Direction&Coordination Total: Project Management 2.0 MEETINGS 2.1 Steering Committee 2.2 Technical Advisory Committee 2.3 Permitting Committee 2.4 Internal Team Meetings 5 5 $160 2.5 Progress Meetings 2.6 Other Meetings l I 11 $351 2.7 Partnering Meeting Total: Meetings 16 16 $510 3.0 INITIAL STUDIES 3.1 Data Collection&Review 3.2 Prepare Base Plans 3.3 Update Geometric Alignment 3.4 Update Bridge Structure TS&L 3.5 Update Drainage Concepts 3.6 Develop Conceptual Wetland Mitigation Plan 3.7 Coordinate with Utility Agencies 3.8 Finalize Design Standards 3.9 Project Re-estimate/Cost Update 3.10 Prepare Project Definition Report 3.11 Phase 2 Alignment Development 3.12 Phase 2 Drainage Issues 3.13 Provide Information&Graphics for FEIS Total: Initial Studies i Oakesdale Avenue S.W. Extension - Springbrook Creek Channel Widening ENTRANCO Subconsultant Estimated Personhours and:Labor Costs 11/13/97 PERSON-HOURS WORK ELEMENT Principall Senior Lead Project Design Staff Sr.CADD Sr.CADD CADD Survey Survey Survey Technical Staff SALARY P.M. Engineer Engineer Engineer Engineer Engineer Designer Tec Manager Office Field Support Support TOTAL COST Hourly Salary Rate $45.00 $34.90 $31.90 $28.00 $22.50 $19.00 $24.50 $21.00 $14.85 $34.50 $25.50 $18.50 $21.00 $11.00 4.0 GEOTECHNICAL INVESTIGATIONS 4.1 Geotechnical Investigations&Report Total: Geotechnical Investigations 5.0 PERMITTING&SEPA ACTIVITIES 5.1 Assist City in Establishing Permitting Activities, SEPA Obligations&Schedule 5.2 Dev.Draft Permit Submittals&SEPA Document'n. 5.3 Finalize Permits&SEPA Documentation 5.4 Meetings with Permitting Agencies 5.5 Phase 2 Permitting&Wetland Impacts 5.6 Prepare Public Notice Package Total: Permitting&SEPA Activities 6.0 PRELIMINARY DESIGN(50%) 6.1 Roadway Plans,Profiles&Typical Sections 6.2 Bridge Layout Plans 6.3 Drainage Layout Plans&Profiles 6.4 Wetland Mitigation Plans 6.5 Traffic Signal&Illumination Layout 6.6 Utility Relocation/Installation Details 6.7 Supplementary Survey/Update Base Plans 6.8 Right-of-Way Plans 6.9 Right-of-Way Legal Descriptions 6.10 Preliminary Cost Estimate 6.11 Identify Special Provisions Required 6.12 Quality Assurance 6.13 Assemble&Submit Preliminary Design(50%) Total: Preliminary Design(50%) Oakesdale Avenue S.W. Extension - Springbrook Creek Channel Widening ENTRANCO Subconsultant Estimated Personhours and Labor Costs 11/13/97 PERSON-HOURS WORK ELEMENT Principal/ Sehior Lead Project Design Staff Sr.CADD Sr.CADD CADD Survey Survey Survey Technical Staff SALARY P.M. Engineer Engineer Engineer Engineer Engineer Designer Tech. Tech. Manager Office Field Support Support TOTAL COST Hourly Salary Rate $45.00 $34.90 $31.90 $28.00 $22.50 $19.00 $24.50 $21.00 $14.85 $34.50 $25.50 $18.50 $21.00 $11.00 7.0 FINAL DESIGN AND PS&E 7.1 Typical Sections 7.2 Roadway Plans&Profiles 7.3 Drainage Plans,Profiles&Report 7.4 Utility Relocation/installation Plans&Profiles 7.5 Bridge Plans 7.6 Wall Plans,Trail Relocation&Creek Widening 16 24 8 112 8 92 64 7 4 335 $7,615 7.7 Seattle Public Utilities(SPU)Lid Plans 7.8 Traffic Signal Plans 7.9 Interconnect Plans 7.10 Illumination Plans 7.11 Signing&Pavement Marking Plans 7.12 Traffic Control Plans 7.13 Wetland Mitigation Plans 7.14 Landscape Design Plans&Bridge Mitigation 7.15 Erosion Control Plans&Scour Evaluation 20 18 15 1 54 $1,379 7.16 Miscellaneous Plans 7.17 Special Provisions 6 8 6 20 $474 7.18 Quality Assurance 2 16 18 $648 7.19 Assemble&Submit Draft PS&E for Review(95%) 7.20 Respond to Review Comments 2 8 4 6 2 22 $473 7.21 Incorporate Cost Reduction Measures 7.22 Final Quantities 2 2 4 8 $210 7.23 Final Cost Estimate 2 4 6 $154 7.24 Cross Sections 7.25 Assemble&Submit Final PS&E(100%) Total: Final Design and PS&E 2 32 50 16 154 8 96 15 70 16 4 463 $10,953 8.0 ASSISTANCE DURING BID PERIOD 8.1 Provide Assistance to City during Bid Period 8.2 Attend Pre-Bid Conference Total: Assistance during Bid Period TOTAL HOURS 2 32 66 16 154 8 1 96 1 15 70 16 4 479 $11,464 Oakesdale Avenue S.W. Extension - Springbrook Creek Channel Widening SHAPIRO&ASSOCIATES,INC. Subconsultant Estimated Personhours and Labor Costs 11/13/97 PERSON-HOURS WORK ELEMENT Scientist Landscape Landscape Word SALARY Principal Scientist II IV Architect Architect Editor processor Graphics TOTAL COST Hourly Salary Rate i $41.34 $19.80 $24.52 $23.93 $14.40 $19.02 $15.50 $16.54 1.0 PROJECT MANAGEMENT 1.1 Prepare&Update CPM Schedule 1.2 Monthly Progress Reports&Billings 1.3 Management.Direction&Coordination 6 6 $147 Total: Project Management 6 6 $147 2.0 MEETINGS 2.1 Steering Committee 2.2 Technical Advisory Committee 2.3 Permitting Committee 2.4 Internal Team Meetings 2.5 Progress Meetings 2.6 Other Meetings 10 10 $239 2.7 Partnering Meeting Total: Meetings 10 10 $239 3.0 INITIAL STUDIES 3.1 Data Collection&Review 3.2 Prepare Base Plans 3.3 Update Geometric Alignment 3.4 Update Bridge Structure TS&L 3.5 Update Drainage Concepts 3.6 Develop Conceptual Wetland Mitigation Plan 3.7 Coordinate with Utility Agencies 3.8 Finalize Design Standards 3.9 Project Re-estimate/Cost Update 3.10 Prepare Project Definition Report 3.11 Phase 2 Alignment Development 3.12 Phase 2 Drainage Issues 3.13 Provide Information&Graphics for FEIS Total: Initial Studies Oakesdale Avenue S.W. Extension - Springbrook Creek Channel Widening SHAPIRO&ASSOCIATES,INC. Subconsultant Estimated Personhours and Labor Costs 11/13/97 PERSON-HOURS WORK ELEMENT Scientist Landscape Landscape Word SALARY Principal Scientist II IV Architect Architect Editor Processor Graphics TOTAL COST Hourly Salary Rate $41.34 $19.80 $24.52 $23.93 $14.40 $19.02 $15.50 $16.54 4.0 GEOTECHNICAL INVESTIGATIONS 4.1 Geotechnical Investigations&Report Total: Geotechnical Investigations 5.0 PERMITTING&SEPA ACTIVITIES 5.1 Assist City in Establishing Permitting Activities, SEPA Obligations&Schedule 5.2 Dev.Draft Permit Submittals&SEPA Docuinent'n. 5.3 Finalize Permits&SEPA Documentation 5.4 Meetings with Permitting Agencies 5.5 Phase 2 Permitting&Wetland Impacts 5.6 Prepare Public Notice Package Total: Permitting&SEPA Activities 6.0 PRELIMINARY DESIGN(50%) 6.1 Roadway Plans,Profiles&Typical Sections; 6.2 Bridge Layout Plans 6.3 Drainage Layout Plans&Profiles 6.4 Wetland Mitigation Plans 6.5 Traffic Signal&Illumination Layout 6.6 Utility Relocationlinstallation Details 6.7 Supplementary Survey/Update Base Plans 6.8 Right-of-Way Plans 6.9 Right-of-Way Legal Descriptions 6.10 Preliminary Cost Estimate 6.11 Identify Special Provisions Required 6.12 Quality Assurance 6.13 Assemble&Submit Preliminary Design(50%) Total: Preliminary Design(50%) Oakesdale Avenue S.W. Extension - Springbrook Creek Channel Widening SHAPIRO &ASSOCIATES,INC. Subconsultant Estimated Personhours and Labor Costs 11/13/97 PERSON-HOURS WORK ELEMENT Scientist Landscape Landscape Word SALARY Principal Scientist II IV Architect Architect Editor Processor Graphics TOTAL COST Hourly Salary Rate $41.34 $19.80 $24.52 $23.93 $14.40 $19.02 $15.50 $16.54 7.0 FINAL DESIGN AND PS&E 7.1 Typical Sections 7.2 Roadway Plans&Profiles 7.3 Drainage Plans,Profiles&Report 7.4 Utility Relocation/installation Plans&Profiles 7.5 Bridge Plans 7.6 Wall Plans,Trail Relocation&Creek Widening 7.7 Seattle Public Utilities(SPU)Lid Plans 7.8 Traffic Signal Plans 7.9 Interconnect Plans 7.10 Illumination Plans 7.11 Signing&Pavement Marking Plans 7.12 Traffic Control Plans 7.13 Wetland Mitigation Plans 7.14 Landscape Design Plans&Bridge Mitigation 45 25 70 $1,702 7.15 Erosion Control Plans&Scour Evaluation 7.16 Miscellaneous Plans 7.17 Special Provisions 7.18 Quality Assurance 7.19 Assemble&Submit Draft PS&E for Review(95%) 7.20 Respond to Review Comments IS 15 30 $575 7.21 Incorporate Cost Reduction Measures 7.22 Final Quantities 10 10 $239 7.23 Final Cost Estimate 4 4 $96 7.24 Cross Sections 7.25 Assemble&Submit Final PS&E(100%) Total: Final Design and PS&E 45 54 15 114 $2,612 8.0 ASSISTANCE DURING BID PERIOD 8.1 Provide Assistance to City during Bid Period 8.2 Attend Pre-Bid Conference Total: Assistance during Bid Period TOTAL HOURS 51 64 15 130 $2,998 KAo 2003 Western Avenue WARREN 555 Market Place One Tel:2061448-4200 INCORPORATED Seattle, Washington 98121 Fax:2061269-6378 FACSIMILE TO: Lin Wilson, P.E. DATE: October 27, 1997 OF: City of Renton, Planning/Building/Public FAX#: (206) 277-4428 Works FROM: Barry Knight JOB NO. 97-448 SUBJECT: Oakesdale Avenue SW Extension PAGES: 20, including cover sheet COMMENTS: Dear Lin: I am faxing you our updated cost proposal for work on the subject project, as requested. This covers all work through completion of Phase IA design and PS&E, including a few hours for assistance during the bid period. Following your review of this information, we will be happy to meet with you to discuss your comments and answer any questions that you may have. Sincerely, EXHIBIT D-1 CONSULTANT FEE DETERMINATION - SUMMARY SHEET Oakesdale Avenue S.W. Extension - Phase 1 DIRECT SALARY COST (DSC): Classification Personhours x Rate = Cost Principal-in-Charge 48 $43.27 $2,076.96 Project Manager 494 $43.27 $21,375.38 Deputy P.M. 334 $43.27 $14,452.18 Permitting Team Ldr. 463 $43.27 $20,034.01 Roadway Team Ldr. 461 $33.03 $15,226.83 Engineer Grade IV 130 $35.00 $4,550.00 Engineer Grade III 578 $22.79 $13,172.62 Engineer Grade H 716 $20.77 $14,871.32 Engineer Grade I 374 $16.73 $6,257.02 CADD Tech'n. 256 $16.00 $4,096.00 Admin.Manager 21 $16.39 $344.19 Clerical Staff 156 $13.00 $2,028.00 SUBTOTAL-SALARY COST 4,031 $118,484.51 OVERHEAD (OH COST- including Salary Additives): OH Rate x DSC 174.0% x $118,484.51 = $206,163.05 FIXED FEE (FF) FF Rate x DSC 35.0% x $118,484.51 = $41,469.58 REIMBURSABLES: CADD: 600 hours @ $10.00/hour $6,000.00 Travel : 2,500 x$0.30 $750.00 Communications: $500.00 Reproduction: $2,500.00 Materials: Maps,film,mylar,etc. $500.00 SUBTOTAL-REIMBURSABLES $10,250.00 SUBCONSULTANT COSTS: Entranco $296,804.18 Shannon&Wilson,Inc. $26,877.91 Shapiro&Associates,Inc. $85,896.82 Northwest Hydraulic Consultants,Inc. $5,000.0014 c(mo� casnc f- SUBTOTAL-SUBCONSULTANT COSTS $414,578.91 GRAND TOTAL - ESTIMATED FEE: $790,946.05 PREPARED BY: Barry Knight DATE: 27-Oct-97 KATO & WARREN, INC. EXHIBIT G-1 SUBCONSULTANT FEE DETERMINATION - SUMMARY SHEET Oakesdale Avenue S.W. Extension - Phase 1 DIRECT SALARY COST (DSC): Classification Personhours x Rate = Cost Principal/P.M. 263 $45.00 $11,835.00 Senior Engineer 166 $34.90 $5,793.40 Lead Engineer 473 $31.90 $15,088.70 Project Engineer 289 $28.00 $8,092.00 Design Engineer 824 $22.50 $18,540.00 Staff Engineer 276 $19.00 $5,244.00 Sr.CADD Designer 420 $24.50 $10,290.00 Sr.CADD Tech. 388 $21.00 $8,148.00 CADD Tech. 472 $14.85 $7,009.20 Survey Manager 40 $34.50 $1,380.00 Survey Office 125 $25.50 $3,187.50 Survey Field 50 $18.50 $925.00 Technical Support 129 $21.00 $2,709.00 Staff Support 51 $11.00 $561.00 SUBTOTAL-SALARY COST 3,966 $98,802.80 OVERHEAD (OH COST- including Salary Additives): OH Rate x DSC 157.0% x $98,802.80 = $155,120.40 FIXED FEE (FF) FF Rate x DSC 35.0% x $98,802.80 = $34,580.98 REIMBURSABLES: Computer(CADD): $4,000.00 Travel : $600.00 Communications: $400.00 Reproduction: $1,800.00 Postage/Delivery $500.00 Miscellaneous $1,000.00 SUBTOTAL-REIMBURSABLES $8,300.00 GRAND TOTAL - ESTIMATED FEE: $296,804.18 PREPARED BY: Brad Stein DATE: 27-Oct-97 ENTRANCO EXHIBIT G-1 SUBCONSULTANT FEE DETERMINATION - SUMMARY SHEET Oakesdale Avenue S.W. Extension - Phase 1 DIRECT SALARY COST (DSC): Classification Personhours x Rate = Cost Principal 24 $45.19 $1,084.56 Principal Engineer 84 $24.52 $2,059.68 Senior Geologist 4 $21.01 $84.04 Engineer 58 $18.41 $1,067.78 Sr.Lab.Tech. 50 $17.92 $896.00 Senior Drafter 16 $14.38 $230.08 Word Processor 8 $13.50 $108.00 SUBTOTAL-SALARY COST 244 $5,530.14 OVERHEAD (OH COST- including Salary Additives): OH Rate x DSC 173.3% x $5,530.14 = $9,583.73 FIXED FEE (FF) FF Rate x DSC 30.0% x $5,530.14 = $1,659.04 REIMBURSABLES: Travel : $140.00 Communications: $100.00 Reproduction: $100.00 Subcontract Drilling $9,765.00 SUBTOTAL-REIMBURSABLES $10,105.00 GRAND TOTAL - ESTIMATED FEE: $26,877.91 PREPARED BY: Jim Wu DATE: 27-Oct-97 SHANNON & WILSON,INC. EXHIBIT G-1 SUBCONSULTANT FEE DETERMINATION - SUMMARY SHEET Oakesdale Avenue S.W. Extension - Phase 1 DIRECT SALARY COST (DSC): Classification Personhours x Rate = Cost Principal 120 $41.34 $4,960.80 Scientist II 26 $19.80 $514.80 Scientist IV 334 $24.52 $8,189.68 Landscape Architect 450 $23.93 $10,768.50 Landscape Architect ill $14.40 $1,598.40 Editor 4 $19.02 $76.08 Word Processor 15 $15.50 $232.50 Graphics 4 $16.54 $66.16 SUBTOTAL-SALARY COST 1,064 $26,406.92 OVERHEAD (OH COST- including Salary Additives): OH Rate x DSC 187.82% x $26,406.92 = $49,597.48 FIXED FEE (FF) FF Rate x DSC 35.0% x $26,406.92 = $9,242.42 REIMBURSABLES: Travel : $100.00 Communications: $150.00 Reproduction: $400.00 SUBTOTAL-REIMBURSABLES $650.00 GRAND TOTAL -ESTIMATED FEE: $85,896.82 PREPARED BY: Marc Boule DATE: 27-Oct-97 SHAPIRO & ASSOCIATES,INC. Oakesdale Avenue S.W. Extension - Phase 1 Combined Estimated Personhours and Labor Costs FIRM WORK ELEMENT Kato& Entranco Shannon& Shapiro& TOTAL SALARY Warren Wilson Associates COST 1.0 PROJECT MANAGEMENT 1.1 Prepare&Update CPM Schedule 24 24 $1,038 1.2 Monthly Progress Reports&Billings 72 18 90 $2,374 1.3 Management,Direction&Coordination 144 38 182 $6,568 Total: Project Management 240 56 296 $9,980 2.0 MEETINGS 2.1 Steering Committee 27 27 $1168 2.2 Technical Advisory Committee 63 48 6 6 123 $4,988 2.3 Permitting Committee 45 35 80 $3,226 2.4 Internal Team Meetings 44 24 6 18 92 $3,471 2.5 Progress Meetings 54 9 6 69 $2,836 2.6 Other Meetings 64 21 38 123 $4,347 2.7 Partnering Meeting 20 6 26 $991 Total: Meetings 317 102 12 109 540 $21,027 3.0 INITIAL STUDIES 3.1 Data Collection&Review 8 18 2 28 $923 3.2 Prepare Base Plans 43 43 $951 3.3 Update Geometric Alignment 22 22 $600 3.4 Update Bridge Structure TS&L 17 62 79 $2,557 3.5 Update Drainage Concepts 49 49 $1,329 3.6 Develop Conceptual Wetland Mitigation Plan 10 116 126 $3,169 3.7 Coordinate with Utility Agencies 24 24 $638 3.8 Finalize Design Standards 18 4 22 $607 3.9 Project Re-estimate/Cost Update 33 6 39 $1,157 3.10 Prepare Project Definition Report 86 3 89 $3,235 3.11 Phase 2 Alignment Development 25 25 $744 3.12 Phase 2 Drainage Issues 42 42 $1,203 3.13 Provide Information&Graphics for FEIS 22 22 $862 Total: Initial Studies 399 93 118 610 $17,973 Page 1 of 3 Oakesdale Avenue S.W. Extension - Phase 1 Combined Estimated Personhours and Labor Costs FIRM WORK ELEMENT Kato& Entranco Shannon& Shapiro& TOTAL SALARY Warren Wilson Associates COST 4.0 GEOTECHNICAL INVESTIGATIONS 4.1 Geotechnical Investigations&Report 8 232 240 $5,293 Total: Geotechnical Investigations 8 232 240 $5,293 5.0 PERMITTING&SEPA ACTIVITIES 5.1 Assist City in Establishing Permitting Activities, 44 12 56 $2,400 SEPA Obligations&Schedule 5.2 Dev.Draft Permit Submittals&SEPA Document'n. 120 4 74 198 $5,829 5.3 Finalize Permits&SEPA Documentation 70 25 95 $2,855 5.4 Meetings with Permitting Agencies 33 6 12 51 $2,194 5.5 Phase 2 Permitting&Wetland Impacts 144 33 177 $6,274 5.6 Prepare Public Notice Package 78 26 104 $2,706 Total: Permitting&SEPA Activities 489 10 182 681 $22,259 6.0 PRELIMINARY DESIGN(50%) 6.1 Roadway Plans,Profiles&Typical Sections 192 192 $5,021 6.2 Bridge Layout Plans 4 374 378 $10,745 6.3 Drainage Layout Plans&Profiles 150 150 $3,505 6.4 Wetland Mitigation Plans 8 178 186 $4,334 6.5 Traffic Signal&Illumination Layout 3 76 79 $1,863 6.6 Utility Relocation/Installation Details 90 90 $2,006 6.7 Supplementary Survey/Update Base Plans 18 52 70 $1,535 6.8 Right-of-Way Plans 18 274 292 $6,441 6.9 Right-of-Way Legal Descriptions 1 44 45 $1,153 6.10 Preliminary Cost Estimate 70 19 7 96 $2,907 6.11 Identify Special Provisions Required 28 9 5 42 $1,129 6.12 Quality Assurance 48 5 8 61 $2,351 6.13 Assemble&Submit Preliminary Design(50%) 74 8 82 $2,090 Total: Preliminary Design(50%) 704 861 198 1,763 $45,082 Page 2 of 3 Oakesdale Avenue S.W. Extension - Phase 1 Combined Estimated Personhours and Labor Costs FIRM WORK ELEMENT Kato& Entranco Shannon& Shapiro& TOTAL SALARY Warren Wilson Associates COST 7.0 FINAL DESIGN AND PS&E 7.1 Typical Sections 26 26 $596 7.2 Roadway Plans&Profiles 120 120 $2,687 7.3 Drainage Plans,Profiles&Report 312 312 $7,648 7.4 Utility Relocation/Installation Plans&Profiles 204 204 $4,737 7.5 Bridge Plans 5 916 921 $21,183 7.6 all Plans,Trail Relocation&Creek Widening 5 538 5ff3 12 7.7 Seattle Public Utilities(SPU)Lid Plans 5 Z(-L $6,446 7.8 Traffic Signal Plans 4 102 106 $2,484 7.9 Interconnect Plans 2 t>Z '�.3 y $830 7.10 Illumination Plans 4 124 128 $3,081 7.11 Signing&Pavement Marking Plans 74 74 $1,466 7.12 Traffic Control Plans 1 24 25 $660 7.13 Wetland Mitigation Plans 28 168 196 $5,020 7.14 andscape Design Plans&Bridge Mitigation 4 120 124 3 t 3�-7 7.15)Erosion Control Plans&Scour Evaluation 4 268 272 G 7.16 Miscellaneous Plans 150 150 $3,472 17 pecial Provisions 112 142 254 64 7.18 Quality Assurance 84 138 222 $8,100 7.19 Assemble&Submit Draft PS&E for Review(95%) 82 12 94 $2,263 7.20 Respond to Review Comments 336 172 63 571 $14,035. 21 inal Quantities 68 102 35 205 $5,142 7.22 inal Cost Estimate 112 40 15 167 $4,503 7.23 Cross Sections 17 17 $482 7.24 ssemble&Submit Final PS&E(100%) 78 28 106 $2,?>94 Total: Final Design and PS&E 1,837 401 4,306 $126,286 8.0 ASSISTANCE DURING BID PERIOD 8.1 Provide Assistance to City during Bid Period 28 28 $966 8.2 Attend Pre-Bid Conference 9 9 $359 Total: Assistance during Bid Period 37 37 $1,325 TOTAL HOURS 4,031 3,134" 244 1,064 8,473 $249,224 Page 3 of 3 Oakesdale Avenue S.W. Extension - Phase 1 KATO&WARREN,INC. Consultant Estimated Personhours and Labor Costs 10/27/97 PERSON-HOURS WORK ELEMENT Principal- Project Deputy Permitting Roadway Engineer Engineer Engineer Engineer CADD Admin. Clerical SALARY in-Charge Manager P.M. Team Ldr. Team Ldr. Grade IV Grade III Grade II Grade I Tech'n. Manager Staff TOTAL COST Hourly Salary Rate $43.27 $43.27 $43.27 $43.27 $33.03 $35.00 $22.79 $20.77 $16.73 $16.00 $16.39 $13.00 1.0 PROJECT MANAGEMENT 1.1 Prepare&Update CPM Schedule 16 4 4 24 $1,038 1.2 Monthly Progress Reports&Billings 2 21 2 12 21 14 72 $2,004 1.3 Management,Direction&Coordination 12 40 40 16 18 18 144 $5,502 Total: Project Management 14 77 46 20 30 21 32 240 $8,544 2.0 MEETINGS 2.1 Steering Committee 6 21 27 $1,168 2.2 Technical Advisory Committee 30 9 9 6 9 63 $2,308 2.3 Permitting Committee 3 6 36 45 $1,947 2.4 Internal Team Meetings 2 12 6 8 8 4 4 44 $1,650 2.5 Progress Meetings 18 12 12 12 54 $2,214 2.6 Other Meetings 24 16 12 12 64 $2,646 2.7 Partnering Meeting 4 4 4 4 4 20 $743 Total: Meetings 2 97 74 72 45 14 13 317 $12,677 3.0 INITIAI,STUDIES 3.1 Data Collection&Review 2 2 2 2 8 $326 3.2 Prepare Base Plans 1 2 8 8 16 8 43 $951 3.3 Update Geometric Alignment 2 8 12 22 $600 3.4 Update Bridge Structure TS&L 1 16 17 $603 3.5 Update Drainage Concepts 1 12 28 8 49 $1,329 3.6 Develop Conceptual Wetland Mitigation Plan 6 4 10 $392 3.7 Coordinate with Utility Agencies 2 2 4 16 24 $638 3.8 Finalize Design Standards 2 8 8 18 $517 3.9 Project Re-estimate/Cost Update I 8 12 12 33 $977 3,10 Prepare Project Definition Report 50 16 8 12 86 $3,124 3.11 Phase 2 Alignment Development 10 15 25 $744 3.12 Phase 2 Drainage Issues 12 30 42 $1,203 3.13 Provide Information&Graphics for FEIS 11 3 4 4 22 $862 Total: Initial Studies 83 31 12 52 36 66 87 16 16 399 $12,264 Page 1 of 3 Oakesdale Avenue S.W. Extension - Phase 1 KATO&WARREN,INC. Consultant Estimated Personhours and Labor Costs 10/27/97 PERSON-HOURS WORK ELEMENT Principal- Project Deputy Permitting Roadway Engineer Engineer Engineer Engineer CADD Admin. Clerical SALARY in-Charge Manager P.M. Team Ldr. Team Ldr. Grade IV Grade III Grade II Grade I Tech'n. Manager Staff TOTAL COST Hourly Salary Rate $43.27 $43.27 $43.27 $43.27 $33.03 $35.00 $22.79 $20.77 $16.73 $16.00 $16.39 $13.00 4.0 GEOTECHNICAL INVESTIGATIONS 4.1 Geotechnical Investigations&Report 4 4 8 $305 Total: Geotechnical Investigations 4 4 8 $305 5.0 PERMITTING&SEPA ACTIVITIES 5.1 Assist City in Establishing Permitting Activities, 2 2 40 44 $1,904 SEPA Obligations&Schedule 5.2 Dev.Draft Permit Submittals&SEPA Document'n. 2 2 72 16 12 16 120 $3,956 5.3 Finalize Permits&SEPA Documentation 1 l 40 4 4 8 12 70 $2,251 5.4 Meetings with Permitting Agencies 6 27 33 $1,428 5.5 Phase 2 Permitting&Wetland Impacts 2 24 90 8 8 12 144 $5,469 5.6 Prepare Public Notice Package 32 18 12 16 78 $2,159 Total: Permitting&SEPA Activities 7 35 301 30 20 40 56 489 $17,167 6.0 PRELIMINARY DESIGN(50%) 6.1 Roadway Plans,Profiles&Typical Sections 8 36 40 72 20 16 192 $5,021 6.2 Bridge Layout Plans 4 4 $173 6.3 Drainage Layout Plans&Profiles 2 8 8 80 32 20 150 $3,505 6.4 Wetland Mitigation Plans g 8 $346 6.5 Traffic Signal&Illumination Layout 1 2 3 $109 6.6 Utility Relocation/Installation Details 2 4 12 36 36 90 $2,006 6.7 Supplementary Survey/Update Base Plans 4 4 2 8 18 $541 6.8 Right-of-Way Plans 2 4 12 18 $468 6.9 Right-of-Way Legal Descriptions 1 1 $43 6.10 Preliminary Cost Estimate 2 2 6 16 16 12 16 70 $2,127 6,11 Identify Special Provisions Required 2 2 8 16 28 $770 6.12 Quality Assurance 16 8 8 16 48 $1,863 6.13 Assemble&Submit Preliminary Design(50%) 8 2 16 4 12 16 16 74 $1,915 Total: Preliminary Design(50%) 16 44 16 16 114 78 104 208 56 36 16 704 $18,887 Page 2 of 3 Oakesdale Avenue S.W. Extension - Phase 1 KATO&WARREN,INC. Consultant Estimated Personliours and Labor Costs 10/27/97 PERSON-HOURS WORK ELEMENT Principal- Project Deputy Permitting Roadway Engineer Engineer Engineer Engineer CADD Admin. Clerical SALARY in-Charge Manager P.M. Team Ldr. Team Ldr. Grade IV Grade III Grade II Grade I Tech'n. Manager Staff TOTAL COST Hourly Salary Rate $43.27 $43.27 $43.27 $43.27 $33.03 $35.00 $22.79 $20.77 $16.73 $16.00 $16.39 $13.00 7.0 FINAL DESIGN AND PS&E 7.1 Typical Sections 2 4 12 8 26 $596 7.2 Roadway Plans&Profiles 8 18 48 18 28 120 $2,687 7.3 Drainage Plans,Profiles&Report 10 32 12 180 14 40 20 4 312 $7,648 7.4 Utility Relocation/Installation Plans&Profiles 16 16 12 32 24 88 16 204 $4,737 7.5 Bridge Plans 3 2 5 $196 7.6�Jall Plans,Trail Relocation&Creek Widening 3 2 5 $ > 7.7 Seattle Public Utilities(SPU)Lid Plans 3 2 5 $196 7.8 Traffic Signal Plans 2 2 4 $153 7.9 Interconnect Plans 2 2 $66 7.10 Illumination Plans 2 2 4 $153 7.11 Signing&Pavement Marking Plans 2 2 6 8 44 12 74 $1,466 7.12 Traffic Control Plans 1 1 $33 7.13 Wetland Mitigation Plans 4 8 12 4 28 $1 171 7. 4-).andscape Design Plans&Bridge Mitigation l 1 2 4 $153 7.155Erosion Control Plans&Scour Evaluation 2 2 4 $ 153 7.166 Miscellaneous Plans 8 8 16 22 40 32 24 150 $3,472 1-7 Special Provisions 12 12 8 16 8 40 16 112 $3,134 7.18 Quality Assurance 16 16 12 4 12 8 8 8 84 $3,102 7.19 Assemble&Submit Draft PS&E for Review(95%) 8 4 2 12 12 16 4 8 16 82 $2,01 l 7.20 Respond to Review Comments 40 24 12 40 60 80 40 40 336 18,948) 121 inal Quantities 4 8 4 12 24 8 8 68 $1,611 7.22 inal Cost Estimate 16 2 2 12 40 40 112 $3,004 7.23 Cross Sections 1 4 4 8 17 $482 7.24 ssemble&Submit Final PS&E(100%) 8 4 2 12 12 16 8 16 78 $1,950 Total: Final Design and PS&E 16 171 125 42 205 16 386 378 282 164 52 1,837 $47,315 8.0 ASSISTANCE DURING BID PERIOD 8.1 Provide Assistance to City during Bid Period 8 4 8 8 28 $966 8.2 Attend Pre-Bid Conference 3 3 1 3 9 $359 Total: Assistance during Bid Period I 1 7 11 1 1 8 37 $1,325 TOTAL HOURS 48 494 334 463 461 130 578 716 374 256 21 156 4,031 $I 18,485 Page 3 of 3 Oakesdale Avenue S.W. Extension - Phase 1 ENTRANCO Subconsultant Estimated Personhours and Labor Costs 10/27/97 PERSON-HOURS WORK ELEMENT PrincipaLt Senior Lead Project Design staff Sr.CADD Sr.CADD CADD Survey Survey Survey Technical Staff SALARY P.M. Engineer Engineer Engineer Engineer Engineer Designer Tech. Tech. Manager Office Field Support Support TOTAL COST PPo Hourly Salary Rate $45.00 $34.90 $31.90 $28.00 $22.50 $19.00 $24.50 $21.00 $14.85 $34.50 $25.50 $18.50 $21.00 $11.00 1.0 PROJECT MANAGEMENT 1.1 Prepare&Update CPM Schedule 1.2 Monthly Progress Reports&Billings 1.3 Management,Direction&Coordination Total: Project Management 2.0 MEETINGS 2.1 Steering Committee 2.2 Technical Advisory Committee 48 48 $2,160 2.3 Permitting Committee 2.4 Internal Team Meetings 24 24 $1,080 2.5 Progress Meetings 6 3 9 $375 2.6 Other Meetings 10 2 9 21 $677 2.7 Partnering Meeting Total: Meetings 88 3 2 9 102 $4,292 3.0 INITIAL.STUDIES 3.1 Data Collection&Review 7 8 2 1 18 $548 3.2 Prepare Base Plans 3.3 Update Geometric Alignment 3.4 Update Bridge Structure TS&L 22 8 32 62 $1,954 3.5 Update Drainage Concepts 3.6 Develop Conceptual Welland Mitigation Plan 3.7 Coordinate with Utility Agencies 3.8 Finalize Design Standards 4 4 $90 3.9 Project Re-estimate/Cost Update 2 4 6 $180 3.10 Prepare Project Definition Report 2 l 3 $t l 1 3.11 Phase 2 Alignment Development 3.12 Phase 2 Drainage Issues 3.13 Provide Information&Graphics for FEIS Total: Initial Studies 33 24 32 3 1 93 $2,883 Page 1 of 3 Oakesdale Avenue S.W. Extension - Phase 1 ENTRANCO Subconsultant Estimated Personhours and Labor Costs 10/27/97 PERSON-HOURS WORK ELEMENT Principal/ Senior Lead Project Design Staff Sr.CADD Sr.CADD CADD Survey Survey Survey Technical Staff TOTAL Y P.M. Engineer Engineer Engineer Engineer Engineer D Tech. Tech. Manager Office Field Support Support COST Hourly Salary Rate $45.00 $34.90 $31.90 $28.00 $22.50 $19.00 $24.50 $21.00 $14.85 $34.50 $25.50 $18.50 $21.00 $11.00 4.0 GEOTECHNICAL INVESTIGATIONS 4.1 Geotechnical Investigations&Report Total: Geotechnical Investigations 5.0 PERMITTING&SEPA ACTIVITIES 5.1 Assist City in Establishing Permitting Activities, SEPA Obligations&Schedule 5.2 Dev.Draft Permit Submittals&SEPA Document'n. 4 4 $98 5.3 Finalize Permits&SEPA Documentation 5.4 Meetings with Permitting Agencies 6 6 $270 5.5 Phase 2 Permitting&Wetland Impacts 5.6 Prepare Public Notice Package Total: Permitting&SEPA Activities 6 4 10 $368 6.0 PRELIMINARY DESIGN(50%) 6.1 Roadway Plans,Profiles&Typical Sections 6.2 Bridge Layout Plans 40 1 141 17 69 104 2 374 $10,572 6.3 Drainage Layout Plans&Profiles 6.4 Wetland Mitigation Plans 6.5 Traffic Signal&Illumination Layout 25 19 6 26 76 $1,754 6.6 Utility Relocation/Installation Details 6.7 Supplementary Survey/Update Base Plans 2 50 52 $994 6.8 Right-of-Way Plans 3 4 124 28 115 274 $5,973 6.9 Right-of-Way Legal Descriptions 6 6 10 10 12 44 $1,109 6.10 Preliminary Cost Estimate 6 6 7 19 $594 6.11 Identify Special Provisions Required 4 4 1 9 $223 6.12 Quality Assurance 5 5 $225 6.13 Assemble&Submit Preliminary Design(50%) 5 2 1 8 $176 Total: Preliminary Design(50%) 54 7 151 31 43 84 130 124 40 125 50 8 14 861 $21,620 Page 2 of 3 Oakesdale Avenue S.W. Extension - Phase 1 ENTRANCO Subconsultant Estimated Personhours and Labor Costs 10/27/97 PERSON-HOURS WORK ELEMENT Principal/ Senior Lead Project Design Staff Sr.CADD Sr.CADD CADD Survey Survey Survey Technical Staff SALARY P.M. Engineer Engineer Engineer Engineer Engineer Designer Tech. Tech. Manager Office Field Support SupportTOTAL COST Hourly Salary Rate $45.00 $34.90 $31.90 $28.00 $22.50 $19.00 $24.50 $21.00 $14.85 $34.50 $25.50 $18.50 $21.00 $11.00 7.0 FINAL DESIGN AND PS&E 7.1 Typical Sections 7.2 Roadway Plans&Profiles 7.3 Drainage Plans,Profiles&Report 7.4 Utility Relocation/Installation Plans&Profiles 7.5 Bridge Plans 20 12 112 56 240 72 120 90 160 18 16 916 $20,988 7.6-Wall Plans,Trail Relocation&Creek Widening 10 16 24 8 180 40 120 120 12 8 538 1,870 7.7 Seattle Public Utilities(SPU)Lid Plans 50 42 112 38 20 262 $6,250 7.8 Traffic Signal Plans 10 48 24 20 102 $2,331 7.9 Interconnect Plans 2 2 20 8 32 $764 7.10 Illumination Plans 36 48 40 124 $2,928 7.11 Signing&Pavement Marking Plans 7.12 Traffic Control Plans 8 8 8 24 $627 7.13 Wetland Mitigation Plans 7.14,1-andscape Design Plans&Bridge Mitigation O 7.1 S_'Frosion Control Plans&Scour Evaluation 92 104 68 4 268 6,787 7.16 Miscellaneous Plans ` 7.17)pecial Provisions 8 46 40 48 142 lli3,556 7.18 Quality Assurance 18 120 138 $4,998 7.19 Assemble&Submit Draft PS&E for Review(95%) 12 12 $252 '7.20-tespond to Review Comments 8 16 60 16 48 12 12 172 <1 3,709 7.2 final Quantities 12 54 36 102 .705 7.2�inal Cost Estimate 4 8 12 16 40 �$1,13 7.23 Cross Sections 7.24 Assemble&Submit Final PS&E(100%) 2 8 6 12 28 $744 Total: Final Design and PS&E 82 156 322 256 800 224 300 258 348 118 36 2,900 $69,640 8.0 ASSISTANCE DURING BID PERIOD 8.1 Provide Assistance to City during Bid Period 8.2 Attend Pre-Bid Conference Total: Assistance during Bid Period TOTAL HOURS 263 166 473 289 824 276 420 388 472 40 125 50 129 51 3,966 $98,803 Page 3 of 3 Oakesdale Avenue S.W. Extension - Phase 1 SHANNON&WILSON,INC. Subconsultant Estimated Personhours and Labor Costs 10/27/97 PERSON-HOURS WORK ELEMENT Principal Senior Sr.Lab. Senior Word SALARY Principal Engineer Geologist Engineer Tech. Drafter Processor TOTAL COST Hourly Salary Rate $45.19 $24.52 $21.01 $18.41 $17.92 $14.38 $13.50 1.0 PROJECT MANAGEMENT 1.1 Prepare&Update CPM Schedule 1.2 Monthly Progress Reports&Billings 1.3 Management,Direction&Coordination Total: Project Management 2.0 MEETINGS 2.1 Steering Committee 2.2 Technical Advisory Committee 6 6 $271 2.3 Permitting Committee 2.4 Internal Team Meetings 6 6 $271 2.5 Progress Meetings 2.6 Other Meetings 2.7 Partnering Meeting Total: Meetings 12 12 $542 3.0 INITIAL STUDIES 3.1 Data Collection&Review 3.2 Prepare Base Plans 3.3 Update Geometric Alignment 3.4 Update Bridge Structure TS&L 3.5 Update Drainage Concepts 3.6 Develop Conceptual Wetland Mitigation Plan 3.7 Coordinate with Utility Agencies 3.8 Finalize Design Standards 3.9 Project Re-estimate/Cost Update 3.10 Prepare Project Definition Report 3.11 Phase 2 Alignment Development 3.12 Phase 2 Drainage Issues 3.13 Provide Information&Graphics for FEIS Total: Initial Studies Page I of 3 Oakesdale Avenue S.W. Extension - Phase 1 SHANNON&WILSON,INC. Subconsultant Estimated Personhours and Labor Costs 10/27/97 PERSON-HOURS WORK ELEMENT Principal Senior Sr.Lab. Senior Word SALARY Principal Engineer Geologist Engineer Tech. Drafter Processor TOTAL COST Hourly Salary Rate $45.l9 $24.52 $21.01 $18.41 $17.92 $14.38 $13.50 4.0 GEOTECHNICAL INVESTIGATIONS 4.1 Geotechnical Investigations&Report 12 84 4 58 50 16 8 232 $4,988 Total: Geotechnical Investigations 12 84 4 58 50 16 8 232 $4,988 5.0 PERMITTING&SEPA ACTIVITIES 5.1 Assist City in Establishing Permitting Activities, SEPA Obligations&Schedule 5.2 Dev.Draft Permit Submittals&SEPA Document'n. 5.3 Finalize Permits&SEPA Documentation 5.4 Meetings with Permitting Agencies 5.5 Phase 2 Permitting&Wetland Impacts 5.6 Prepare Public Notice Package Total: Permitting&SEPA Activities 6.0 PRELIMINARY DESIGN(50%) 6.1 Roadway Plans,Profiles&Typical Sections 6.2 Bridge Layout Plans 6.3 Drainage Layout Plans&Profiles 6.4 Wetland Mitigation Plans 6.5 Traffic Signal&Illumination Layout 6.6 Utility Relocation/Installation Details 6.7 Supplementary Survey/Update Base Plans 6.8 Right-of-Way Plans 6.9 Right-of-Way Legal Descriptions 6.10 Preliminary Cost Estimate 6.11 Identify Special Provisions Required 6.12 Quality Assurance 6.13 Assemble&Submit Preliminary Design(50%) Total: Preliminary Design(50%) Page 2 of 3 Oakesdale Avenue S.W. Extension - Phase 1 SHANNON &WILSON,INC. Subconsultant Estimated Personhours and Labor Costs 10/27/97 PERSON-HOURS WORK ELEMENT Principal Senior Sr.Lab. Senior Word SALARY Principal Engineer Geologist Engineer Tech. Drafter Processor TOTAL COST Hourly Salary Rate $45.19 $24.52 $21.01 $18.41 $17.92 $14.38 $13.50 7.0 FINAL DESIGN AND PS&E 7.1 Typical Sections 7.2 Roadway Plans&Profiles 7.3 Drainage Plans,Profiles&Report 7.4 Utility Relocation/installation Plans&Profiles 7.5 Bridge Plans 7.6 Wall Plans,Trail Relocation&Creek Widening 7.7 Seattle Public Utilities(SPU)Lid Plans 7.8 Traffic Signal Plans 7.9 Interconnect Plans 7.10 Illumination Plans 7.11 Signing&Pavement Marking Plans 7.12 Traffic Control Plans 7.13 Wetland Mitigation Plans 7.14 Landscape Design Plans&Bridge Mitigation 7.15 Erosion Control Plans&Scour Evaluation 7.16 Miscellaneous Plans 7.17 Special Provisions 7.18 Quality Assurance 7.19 Assemble&Submit Draft PS&E for Review(95%) 7.20 Respond to Review Comments 7.21 Final Quantities 7.22 Final Cost Estimate 7.23 Cross Sections 7.24 Assemble&Submit Final PS&E(100%) Total: Final Design and PS&E 8.0 ASSISTANCE DURING BID PERIOD 8.1 Provide Assistance to City during Bid Period 8.2 Attend Pre-Bid Conference Total: Assistance during Bid Period TOTAL HOURS 24 84 4 58 50 16 8 244 $5,530 Page 3 of 3 Oakesdale Avenue S.W. Extension - Phase 1 SHAPIRO&ASSOCIATES,INC. Subconsultant Estimated Personhours and Labor Costs 10/27/97 PERSON-HOURS WORK ELEMENT Scientist Landscape Landscape Word SALARY Principal Scientist II IV Architect Architect Editor Processor Graphics TOTAL COST Hourly Salary Rate $41.34 $19.80 $24.52 $23.93 $14.40 $19.02 $15.50 $16.54 1.0 PROJECT MANAGEMENT 1.1 Prepare&Update CPM Schedule 1.2 Monthly Progress Reports&Billings 10 8 18 $369 1.3 Management,Direction&Coordination 8 30 38 $1,066 Total: Project Management 8 40 8 56 $1,436 2.0 MEETINGS 2.1 Steering Committee 2.2 Technical Advisory Committee 6 6 $248 2.3 Permitting Committee 25 10 35 $1,279 2.4 Internal Team Meetings 2 8 8 18 $470 2.5 Progress Meetings 6 6 $248 2.6 Other Meetings 6 16 16 38 $1,023 2.7 Partnering Meeting 6 6 $248 Total: Meetings 51 34 24 109 $3,516 3.0 INITIAL STUDIES 3.1 Data Collection&Review 2 2 $49 3.2 Prepare Base Plans 3.3 Update Geometric Alignment 3.4 Update Bridge Structure TS&L 3.5 Update Drainage Concepts 3.6 Develop Conceptual Wetland Mitigation Plan 6 8 42 50 10 116 $2,777 3.7 Coordinate with Utility Agencies 3.8 Finalize Design Standards 3.9 Project Re-estimate/Cost Update 3.10 Prepare Project Definition Report 3.11 Phase 2 Alignment Development 3.12 Phase 2 Drainage Issues 3.13 Provide Information&Graphics for FEIS Total: Initial Studies 6 8 44 50 10 118 $2,826 Page 1 of 3 Oakesdale Avenue S.W. Extension - Phase 1 SHAPIRO&ASSOCIATES,INC. Subconsultant Estimated Personhours and Labor Costs 10/27/97 PERSON-HOURS WORK ELEMENT Scientist Landscape Landscape Word SALARY Principal Scientist II IV Architect Architect Editor Processor Graphics TOTAL COST Hourly Salary Rate $41.34 $19.80 $24.52 $23.93 $14.40 $19.02 $15.50 $16.54 4.0 GEOTECHNICAL INVESTIGATIONS 4.1 Geotechnical Investigations&Report Total: Geotechnical Investigations 5.0 PERMITTING&SEPA ACTIVITIES 5.1 Assist City in Establishing Permitting Activities, 12 12 $496 SEPA Obligations&Schedule 5.2 Dev.Draft Permit Submittals&SEPA Document'n. 10 45 15 2 2 74 $1,775 5.3 Finalize Permits&SEPA Documentation 10 15 25 $604 5.4 Meetings with Permitting Agencies 12 12 $496 5.5 Phase 2 Permitting&Wetland Impacts 25 8 33 $804 5.6 Prepare Public Notice Package 1 5 10 10 26 $547 Total: Permitting&SEPA Activities 35 40 78 25 2 2 182 $4,723 6.0 PRELIMINARY DESIGN(50%) 6.1 Roadway Plans,Profiles&Typical Sections 6.2 Bridge Layout Plans 6.3 Drainage Layout Plans&Profiles 6.4 Wetland Mitigation Plans 4 8 20 110 25 2 5 4 178 $3,988 6.5 Traffic Signal&Illumination Layout 6.6 Utility Relocation/installation Details 6.7 Supplementary Survey/Update Base Plans 6.8 Right-of-Way Plans 6.9 Right-of-Way Legal Descriptions 6.10 Preliminary Cost Estimate 1 2 4 7 $186 6.11 Identify Special Provisions Required 1 4 5 $137 6.12 Quality Assurance 4 4 8 $263 6.13 Assemble&Submit Preliminary Design(50%) Total: Preliminary Design(50%) 10 8 26 118 25 2 5 4 198 $4,575 Page 2 of 3 Oakesdale Avenue S.W. Extension - Phase 1 SHAPIRO&ASSOCIATES,INC. Subconsultant Estimated Personhours and Labor Costs 10/27/97 PERSON-HOURS WORK ELEMENT Scientist Landscape Landscape Word SALARY Principal Scientist II IV Architect Architect Editor Processor Graphics TOTAL COST Hourly Salary Rate $41.34 $19.80 $24.52 $23.93 $14.40 $19.02 $15.50 $16.54 7.0 FINAL DESIGN AND PS&E 7.1 Typical Sections 7.2 Roadway Plans&Profiles 7.3 Drainage Plans,Profiles&Report 7.4 Utility Relocation/installation Plans&Profiles 7.5 Bridge Plans 7.6 Vall Plans,Trail Relocation&Creek Widening 7.7 Seattle Public Utilities(SPU)Lid Plans 7.8 Traffic Signal Pans 7.9 Interconnect Plans 7.10 Illumination Plans 7.11 Signing&Pavement Marking Plans 7.12 Traffic Control Plans 7.13 Wetland Mitigation Plans 8 40 85 35 168 $3,850 7.14 ndscape Design Plans&Bridge Mitigation 65 55 120 �$2,910 7.15rosion Control Plans&Scour Evaluation 7.16 Miscellaneous Plans 7.17-'Special Provisions 7.18 Quality Assurance 7.19 Assemble&Submit Draft PS&E for Review(95%) 7.2 espond to Review Comments 2 5 15 25 16 63 1,378� 7.21 inal Quantities 5 15 15 35 8 7.22 inal Cost Estimate 15 15 $368' 7.23 Cross Sections 7.24 ssemble&Submit Final PS&E(100%) Total: Final Design and PS&E 10 10 150 180 51 401 $9,331 8.0 ASSISTANCE DURING BID PERIOD 8.1 Provide Assistance to City during Bid Period 8.2 Attend Pre-Bid Conference Total: Assistance during Bid Period TOTAL HOURS 120 26 334 450 111 4 15 4 1,064 $26,407 Page 3 of 3 OAKESDALE AVENUE S.W. EXTENSION PREP'D BY: SSS PHASE 1A - S.W. 27TH STREET TO S.W. 16TH STREET S� lUk6l';7 cv. CHECKED BY: BSK ENGINEER'S ESTIMATE 95fa 5"BMl n'L- ) l IW„htl'es RUN DATE: 10/22/97 ITEM SPEC. PHASE 1A UNIT AMOUNT TOTALS ROADWAY CHANN.WID. NO. REF. DESCRIPTION QUANTITY UNIT PRICE 1997$ 1997$ COST COST PREPARATION 1 1 09.7 MOBILIZATION ® 10% LS _ $370,566 $356,631 $13,935 X 2 2 01 CLEARING AND GRUBBING 7.07 AC $4,000.00 $28,280 $25,600 $2,680 3__ SPECIAL REMOVAL OF STRUCTURES AND OBSTRUCTIONS LS $30,000 $30,000 4 SPECIAL S_A_WCUTTING 350 LF $4.00 $1,400 $1,400 5 SPECIAL REMOVING ASPHALT CONCRETE PAVEMENT 6,950 SY $4.00 $27,800 $27,800 6 SPECIAL REMOVING AND RESETTING CHAIN LINK FENCE 300 LF $10.00 $3,000 $3,000 7 _SPECIAL REMOVING AND RESETTING METAL GATE 1 EA $1,500.00 $1,500 $1,500 /s 8 _SPECIAL REMOVING PAINTED TRAFFIC ARROW 9 EA $35.00 $315 $315 9 _SPE_C_IAL__REMOVING RAISED PAVEMENT MARKER 3.85 HUND. $100.00 $385_ $385 G/ 10 SPECIAL_UTILITY RELOCATIONS AND PROTECTION LS $40,000 $40,000 �- , 11 7-08.3(4)_ PLUG EXISTING PIPE - -- 7 CY $60.00 $420 $420 SUBTOTAL_ $503,666_ $487,051 $16,61.5 EARTHWORK 12 2-03 ROADWAY EXCAVATION, INCL. HAUL _ 7,150 CY $9.00 $64,350 $64,350 13 2-03.3(14)J GRAVEL BORROW INCL., HAUL 24,930 CY $14.00__$3_49,020 $349,020 14 2-09.3 2 STRUCTURE EXCAVATION CLASS A, INCL. HAUL 756 CY $20.0_0 $15,120- $15,120 15 2-09.3 2 SHORING OR EXTRA EXCAVATION CLASS A LS $54,500 $54,500 16 2-09 _ GRAVEL BACKFILL FOR ABUTMENT WALL 310 CY $17.00_ _$5,270 $5,270 17 2-09 STRUCTURE EXCAVATION_CLASS B, INCL.HAUL _ 910 CY _$11.50 $10,465 $10,465 18 2-09 SHORING OR EXTRA EXCAVATION CLASS B 841 SF $2.00 $1,682 $1,682 19 2-09 GRAVEL BACKFILL FOR TRENCH 678 CY $25.00 $16,950 $16,950 20 SPECIAL MITIGATION WETLAND EXCAVATION, INCL. HAUL 2,500 CY $9.00: $22,500 $22,500 21 2-10 CHANNEL EXCAVATION, INCL. HAUL _ 8,706 CY $9.00_ $78,354 $36,783 $41,571 SUBTOTAL $618,211 $576,640 $41,571 DRAINAGE ------- --- --- - - -- - 22 7-04_ CORRUGATED_POLYETHYLENE STORM SEWER PIPE-8 IN.._DIA. 58 _LF_ $13.00 $754 $754 23 7-04 CORRUGATED POLYETHYLENE STORM SEWER PIPE- 12 IN. DIA. 1,671 LF $19.00 $31,749 $31,749 24 7-04 CORRUGATED POLYETHYLENE STORM SEWER PIPE-24 IN. DIA. 1,048 LF $30.00 $31,440 $31,440 25 SPECIAL DUCTILE IRON STORM SEWER PIPE- 12 IN. DIA. _ 1,036_ LF $40.00 _ $41,440 $41,440 26 SPECIAL DUCTILE IRON STORM SEWER PIPE- 18 IN. DIA. 630 LF $60.00 $37,800 $37,800 27 SPECIAL DUCTILE IRON STORM SEWER PIPE_-24 IN._DIA. _ _ _ 145 LF_ $75.00 $10,875 $10,875 28 7 05.3(1) ADJUST_EXISTING MANHOLES AND CATCH B__ASINS_TO_GRADE -10 _ _ EA $_250.00 -$2,500 $2,500 29 SPECIAL ADJUST STORM WATER OUTFALL VALVE LS $500 $500 30 7-05.3(3) CONNECTION TO EXISTING PIPE --_� - _ 4 EA_ $300.00 _ $1,200 $1,200 31 7-05.3(3) CONNECTION TO EXISTING CATCH BASIN - - 2 EA $400.00 _ $800 $800 KATO&WARREN,INC. concosl4 N {,. 'fie Sk.� S��•Pions��:s' c/ur t} e-�c. f.l !.,«t/S �� 6,tv PAGE i OF 4 rcra��l a.. d'A_ 'a '4, Acre. S'ec st­�- s&9 OAKESDALE AVENUE S.W. EXTENSION PREP'D BY: SSS PHASE 1A- S.W. 27TH STREET TO S.W. 16TH STREET CHECKED BY: BSK ENGINEER'S ESTIMATE RUN DATE: 10/22/97 ITEM SPEC. PHASE 1A UNIT. AMOUNT TOTALS ROADWAY CHANN.WID. NO. REF. DESCRIPTION QUANTITY UNIT PRICE 1997$ 1997$ COST COST 32 _S_PE_C_IAL AREA INLET_ _ 2 EA $300.00 $600 $600 __33 _S_PE_C_IA_L_ CONCRETE INLET _ _2 _EA $650.00 __$1,300 $1,300 34 7-05__ _CATCH BASIN-TYPE 1 _ _ 28 EA $700.00 $19,600_ $19,600 35 7-05 CATCH BASIN-TYPE 2-48 IN. DIA. _ _ 8 EA $1,850.00 $14,800 $14,800 36 SPECIAL CATCH BASIN-TYPE 2-72 IN. DIA.W/FLOW-THROUGH PIPE 1 EA $6,500.00 $6,500 $6,500 37 SPECIAL CATCH BASIN-TYPE 2-72 IN. DIA.W/BAFFLE 2 EA $6,000.00 $12,000 $12,000 38 SPECIAL _DEBRIS BARRIER_ 2-24 IN. DIA. _ _ 1 EA $500.00 $500 $500 39 SPE_C_IAL CAP PIPE END _ _ _ _ 10 EA $100.00_ $1,000 $1,000 40 SPECIAL STAKE PIPE END - 9 EA $50.00 $450 $450 41 SPECIAL WATER QUALITY PONDS LS $113,000 $113,000 42 SPECIAL WATER QUALITY VAULT LS $75,000 $75,000 SUBTOTAL $403,808 $403,308 $500 STRUCTURES - - --------- ----------- - 43 6-05 SOIL EXCAVATION FOR SHAFT, INCL. HAUL-6 FT. DIA. 488 CY $250.00 $122,000 $122,000 44 6-02 3(24)STEEL REINFORCING BAR__- -- 181,064 LB $0.50 -$90,532 $90,532 45 6-02 _CONCRETE CLASS 4000W FOR SHAFT 488 CY $200.00 $97,600 $97,600 46 6-02_ CONCRETE CLASS 4000 FOR BRIDGE _ 311 CY $350.00 $108,850 $108,850 47 SPECIAL SUPERSTRUCTURE-SPRINGBROOK CREEK BRIDGE _ LS $4_43,_029 $443,029 48 6-02.3(5)L DEFICIENT STRENGTH CONCRETE PRICE ADJUSTMENT - _ - _1 ___ CALC. _ $1.00 $1 $1 49 6-02 3(5)L SLUMP AND AIR PRICE ADJUSTMENT_- - 1 CALC._ $1.00 $1 $1 50 6-06 BRIDGE RAILING TYPE BP 299 LF $55.06 $16,445 $16,445 51 6710 3(2)_ PEDESTRIAN BARRIER -_ _- --- - 299 LF $68.00 $20,332 $20,332 52 8 28 MODULAR BLOCK WALL �c�. / s utter„ __- -. 81666 _ SF _ $25.00- $216,650 $170,725 $45,925 53 6-06 HANDRAIL _ - Crc, ��sratt _- --- _-- 741 LF $75.00 _ $55,575 $55,575 54 6_-10 _RAILING SEAT _ _ 741 LF $40.00 _$2_9,640 $29,640 55 6-10 TRANSITION BARRIER 48 LF $200.00 $9,600 $9,600 56 6-06 TRANSITION BRIDGE RAILING 48 LF $200.00 $9,600 $9,600 57 SPECIAL REINFORCEMENT FOR PUMP VAULT NO.3 LS $35,000 $35,000 SUBTOTAL $1,254,855 $1,208,930 $45,925 SURFACING ----- ---- -- ------- 58 4-04 CRUSHED SURFACING BASE COURSE 4,629 TON $15.00 $69,435 $69,435 59 4-04 CRUSHED SURFACING TOP COURSE 2,699 TON $20.00 $53,980 $53,120 $860 SUBTOTAL $123,_4_1_5_ _$12.2_,_555_ $860 CEMENT CONCRETE PAVEMENT 60 5-05.3(18) CONCRETE CLASS 4000 FOR BRIDGE APPROACH SLAB _ __ 132_ CY_ $250.00 _ $33,000 $33,000 61 5-05.3(19) BRIDGE APPROACH SLAB ANCHOR _ - _ _ 64 _ EA $45.00 $2,880 $2,880 KATO&WARREN,INC. concost4 PAGE 2 OF 4 OAKESDALE AVENUE S.W. EXTENSION PREP'D BY: SSS PHASE 1A- S.W. 27TH STREET TO S.W. 16TH STREET CHECKED BY: BSK ENGINEER'S ESTIMATE RUN DATE: 10/22/97 ITEM SPEC. PHASE 1A UNIT AMOUNT TOTALS ROADWAY CHANN.WID. NO. REF. DESCRIPTION QUANTITY UNIT PRICE 1997$ 1997$ COST COST 62 5-05.3(19) STEEL REINFORCING BAR FOR BRIDGE APPROACH SLAB 23,944 LB $0.50 $11,972 $11,972 63 _5-05.3 19 EPDXY-COATED ST. REINF. BAR FOR BRIDGE APPROACH SLAB 7,094 _ LB $0.60 $4,25_6 $4,256 SUBTOTAL__ $52,108 $52,108 $0 ASPHALT CONCRETE PAVEMENT 64 5-0414) PLANING BITUMINOUS PAVEMENT 100 SY $20.00 $2,000 $2,000 65 5-04 ASPHALT CONCRETE PAVEMENT CLASS B _ _ 2,565 TON $40.00 $102,600 $101,320 $1,280 66 5-04 ASPHALT CONCRETE PAVEMENT CLASS E 7,320 TON $35.00 $256,200 $256,200 SUBTOTAL $360,800 $359,520 $1,280 EROSION CONTROL&LANDSCAPING 67 1-07.15 TEMPORARY WATER POLLUTION/EROSION CONTROL F.A. $20,000 $10,000 $10,000 68 _8-01 FILTER FABRIC FENCE -_ - -_ 6,476 LF $6.00:_ $38,856 $35,106 $3,750 69 8-01 CLEARING LIMIT FENCE _ _7,446 - LF $2.50 $18,615 $18,615 70 8-15 _ LIGHT_ LOOSE,RIPR_AP FOR SLOPE PROTECTION 830 TON_ $30.00 $24,900_ $24,900 71 8-01 COIR MAT jL*'?ol � . L�,r,l /t S, iQh7.2 2,852 - --SY $2.50 $7,130 $7,130 72 8_15 BALLAST FO SLOP PROTECTION __- 415 _ _T__ON_ $25.00 $10,375 $10,375 73 8-15 CONSTRUCTION GEOTEXTILE FOR SOIL STABILITY 1,150 SY $3.06_ $3,450 $3,450 74 8-15 QUARRY SPALLS FOR CONSTRUCTION ENTRANCE 150 CY $45.00 $6,750 $6,750 75 SPECIAL TRAIL MODIFICATIONS - - LS $13,000 $13,000 76 8 01.3(2)A TOPSOIL TYPE A _ 800 C_Y_ _$1.5._00__ $12_,000 $12,000 77 8-02.3(5) SOIL AMENDMENT,6 IN. DEPTH _2,500 CY $15.00 $37,500 $37,500 78 8-01.3(4)A SEEDING, HYDROSEED_MIX 1 (ROAD)__-- _- _ -- - - 3.5 AC $1,500.00_-_$5,250 $5,250 79 8 01.3(4)A SEEDING, HYDROSEED MIX 2(UPLANDL______ - 1.5 AC $1,900.00 $2,850 $2,850 80 8-01.3(4)A SEEDING, HYDROSEED MIX 3(WETLAND)_ - __-_- - - 1.7 AC $1,900.00 $3,230 $3,230 81 8-01.3(4)A SEEDING, HYDROSEED MIX 4(STREAMBANK PLANTING)_-_-_- 1_5 AC_ $1,900_.00 $2,850 $2,850 _ - - -- 82 SPECIAL SOD, V-DITCH SPREADER 4,400 SF $1.00 $4,400 $4,400 83 8-02.3(7) TREES, 3-4 FT.VARIOUS SPECIES_- _ - _- -1,700 EA $14.00 $23,800 $23,800 84 8-02.3�7) SHRUBS, 18 IN.VARIOUS SPECIES -__ 3,700 EA $7.50 $27,750 $27,750 85 8-02.3 7 EMERGENTS,4 IN. POTS VARIOUS SPECIES 2,500 EA $3.00 $7,500 $7,500 86 SPECIAL TREES(STREAMBANK PLANTING) _-_ 300 EA $14.00 $4,200 $4,200 87 SPECIAL SHRUBS STREAMBANK PLANTING)____ 900 EA $7.50. $6,750 $6,750 88 SPECIAL LARGE WOODY DEBRIS SSTREAMBANK)- ___-- - 14 EA- $600.00 --$8,400 89 8-03 TEMPORARY IRRIGATION (MITIGATION WETLAND) _-- 90,000 SF $0.25 $22,500 $22,500 ? SUBTOTAL $312,056 $265,526 0 TRAFFIC 90 8-04 CEMENT CONCRETE BARRIER CURB AND GUTTER - - 5,590 LF $8.00 $44,720 $44,720 91 8-07 TYPE A BLOCK TRAFFIC CURB _ - 75 _ LF L.$12.00 $900 $900 KATO&WARREN,INC. concost4 PAGE 3 OF 4 OAKESDALE AVENUE S.W. EXTENSION PREP'D BY: SSS PHASE 1A - S.W. 27TH STREET TO S.W. 16TH STREET CHECKED BY: BSK ENGINEER'S ESTIMATE RUN DATE: 10/22/97 ITEM SPEC. PHASE 1A UNIT AMOUNT TOTALS ROADWAY CHANN.WID. NO. REF. DESCRIPTION QUANTITY UNIT PRICE 1997$ 1997$ COST COST 92 8-14 CEMENT CONCRETE SIDEWALK _ 5,381- SY _$16.00_ $86,096 $86,096 93 8-22- PAINT STRIPE_-- _ _- 5,195 -LF _$0.12 $623 $623 94 8-22 THERMOPLASTIC CROSSWALK STRIPE _ _ - 285_- LF $2.60- _$741 $741 95 8-22 THERMOPLASTIC STOP BAR 625 LF $3.10 $1,938 $1,938 96 8-22 THERMOPLASTIC TRAFFIC ARROW - - 67 EA $35.00 $2,345 $2,345 97 8-22 THERMOPLASTIC TRAFFIC LETTER 112 EA $35.00 $3,920 $3,920 98 8-09 RAISED PAVEMENT MARKER TYPE 1 4,465 EA -$1.50_ $6,698 $6,698 99 8-09 RAISED PAVEMENT MARKER TYPE 2 -_ _ _ _ 555 -EA $2.75- $1,526 $1,526 100 SPECIAL PERMANENT SIGNING LS $11,000 $11,000 -------------- - - -- ---- ----- 101 8-20 ILLUMINATION SYSTEM,COMPLETE- --_ _- LS -_ $118,000 $118,000 102 8-20 TRAFFIC SIGNAL, COMPLETE LS $120,000 $120,000 103 8-20 . INTERCONNECT, COMPLETE _ - -- - -LS_ -- $15,000 $15,000 104 1-10 TRAFFIC CONTROL _ _ - -_ __- _ LS - _ _. - _ $30,000 $30,000 SUBTOTAL $443,507 $443,507 E c►ke;jf"0 OTHER ITEMS 105 2-07 WATER 100 MGAL. $20.00 $2,000 $2,000 106 8-13 MONUMENT CASE AND COVER 6 EA $300.00 $1,800 $1,800 SUBTOTAL . $3,800 $3,800 $0 SUBTOTAL ESTIMATED CONSTRUCTI $4,076,226 $3,922,945 $153,281 (h l��� S►�r. �� a� SALES TAX ON CREEK WIDENING ITEM @�6.4 $12,876 $+2,6?6/3181 SPU 60" DIA. CEDAR RIVER PIPELINE REPLACEMENT $80,000 80,000 UTILITY AGREEMENTS $135,000 135,000 U�p CONSTRUCTION SUBTOTAL $4,304,102 $4,137,945 $4-6e,t5s2)o v63 CONSTRUCTION ENGINEERING @ 8% $326,098 $313,836 $12,262 CONSTRUCTION COST CONTINGENCY @ 5% $203,811 $196,147 $7,664 $4,834,011 $4,647,928 $#887,083230384 DESIGN ENGINEERING ® 17% $692,958 $666,901 $26,058 PRE-DESIGN &VE STUDY $910,000 $910,000 RIGHT-OF-WAY $1,960,000 $1,960,000 7 coo TOTAL ESTIMATED COST(INC. CHANNEL WIDENING) $8,396,969 $8,184,829 IZ4- LESS COST OF CHANNEL WIDENING -$212,140 Z63�yy� TOTAL ESTIMATED COST $8,184,829 KATO&WARREN,INC. concost4 PAGE 4 OF 4 OAKESDALE AVENUE S.W.EXTENSION PHASE to-S.W.27TH STREET TO S.W.16TH STREET Comparison of 50%and 95%Estimates 50% 95% 50% I 95% 50% 1 95% 50% I 95% Difference COMMENTS ITEM DESCRIPTION REM DESCRIPTION OUANTITYI OUANTITY UNIT UNIT PRICEUNIT PRICE AMOUNT AMOUNT PREPARATION (PREPARATION MOBILIZATION O 10% MOBILIZATION O 109: LS $346,787! $370,566 $23,779 CLEARING AND GRUBBING :CLEARING AND GRUBBING 4.30 I 7.07 AC S2,000.00 I$4.000.00 $8,600 $29.290 $19.690 Ouant ty for 50 Y.estimate onlyinduded roadway area.Unit price was Increased based on recent bid labs. ! Estimated quantfy for removal of asphalt concrele pavement In 50% REMOVAL OF STRUCTURES AND OBSTRUCTIONS I REMOVAL OF STRUCTURES AND OBSTRUCTIONS LS f38.000 530.000 526,400 estimate was only 2.500 BY.95%quantity contingent upon removal of ACP beyond R-O-W along Boeing property. SAWCUTTING 350 LF $4.00M$27.:90:0 Costs for SDCB and pipe removal covered under removal of structures REMOVING ASPHALT CONCRETE PAVEMENT 6.950 SY 54.00 and obstr uNons for 95%submittal. REMOVING AND RESETTING CHAIN LINK FENCE 300 LF $10.00REMOVING AND RESETTING METAL GATE 1 FA 51.SW.00REMOVING PAINTED TRAFFIC ARROW 9 EA $35.00 .REMOVING RAISED PAVEMENT MARKER 3.a5 HUND ! $100.00 ) s3e5 The WY.estimate included revisions to Pump Vault No.3.Such costs UTILITY RELOCATIONS AND PROTECTION UTILITY RELOCATIONS AND PROTECTION LS $82,0W $40.000 (S49.500)are now broken out.Costs for SDCB and pipe removal covered under removal of structures and obstructions for 95%submittal. REMOVE CB/SDMH 15 EA f3tX1.00 f4.500 REMOVE PIPE 6 EA $500.00 1 $3,000 I I PLUG EXISTING PIPE 7 CY $60.00 $420 (S80)Costs compare PLUG PIPE i 10 EA $W.00 I $500! SUBTOTAL $483,387! Sf02,668 $20.279 EARTHWORK IEARTHWORK I I Ouantily increased for driveway earthwork. Unit cost decreased basec ROADWAY EXCAVATION(SUBGRADE PREPARATION) !ROADWAY EXCAVATION,INCL.HAUL 6.835 I 7.150 CY $17.00 1 $9.00 $116.196 I S64,350 (S51,845 on recent rid tabs. GRAVEL BORROWISUBBASE INCL..HAUL (GRAVEL BORROW INCL.,HAIR. 25,170 1 24,930 CY $14.00 1 $14.00 5352.360 I S349,020 (53.360)Costs compare STRUCTURE EXCAVATION STRUCTURE EXCAVATION CLASS A.INCL.HAUL 1,455 756 CY $25.00 S20.00 .S36,375 $15.120 $17.153 OuanExtratiExcor 509:submittal was 1.455 CY O S25/CY but dd not Include SHORING OR EXTRA EXCAVATION CLASS A LS I f38 4nd Ouantity for 95%submittal was 756 CY O$20/CY with 4.801 SF of Extra Exc. ;SHORING OR EXTRA EXCAVATION CLASS A S16.092 $16.092 Considered as part of Wet Vault cost in 50%estimate :GRAVEL BACKFILL FOR ABUTMENT WALL 310 CY ! $17.00 I $5270 $5270 Abutment Wall not required for preliminary design concept STRUCTURE EXCAVATION CLASS B.INCL.HAUL 910 CY ! $11.50 ! $10.465 $10.465 Excavation cost broke out of lineal loot price for pipe for 95%Submittal SHORING OR EXTRA EXCAVATION CLASS B 941 SF $2.00 $1,682 $942 Storing cost broke out of lineal foot price for pipe for 95%Submittal. SHORING/EXTRA TRENCH EXCAVATION I r37O LF $2.00 1 $740 :GRAVEL BACKFILL FOR TRENCH : 678 CY 1 $25.00 I $16.950 $16.950 Baadn cost broke out of lineal fool price for pipe for 95%Submittal. IMITIGATION WETLAND EXCAVATION,INCL.HAUL 2.500 CY ! $9.00 1 $22.500 ($31,300)Preliminary estimate included all plantings WETLAND CONSTRUCTION 21,520 SF S2.50 I S53.900 :CHANNEL EXCAVATION,INCL.HAUL 8,706 CY I $9.00 : S78.354 S78.354 Channel widening not considered In 50%estimate SUBTOTAL 0611,4901 f618,211 S58,721 DRAINAGE DRAINAGE I Excavation.Shoring 3 Backfi9 costs broke out of lineal foot price for 8'CPEP CORRUGATED POLYETHYLENE STORM SEWER PIPE-8 IN.DIA. 274 58 LF f 16.00 $13.00 $4.384 $754 (f 123.038)pipe for 95%Submittal.Unit prices revised per recent bid tabs. 12'CPEP 1CORRUGATED POLYETHYLENE STORM SEWER PIPE-12 IN.DU. 2.044 1,671 LF $23.00 r $19.00 $47.012 $31,749 18'CPEP 316 LF S40.00 S12,640 24'CPEP :CORRUGATED POLYETHYLENE STORM SEWER PIPE-24 IN.DU. 605 1,048 LF 590.00 530.00 $54.4501 $31.440 12'DIP !DUCTILE IRON STORM SEWER PIPE-12 IN.DIA. 237 1,036 LF S90.00 1 $40.00 $21.330 I s41,440 18'DIP :DUCTILE IRON STORM SEWER PIPE-19 IN.DIA. 325 630 LF $130.00 $60.00 $42.250 $37.900 24'DIP WIRESTRAINED JOINTS !DUCTILE IRON STORM SEWER PIPE.24 IN.DIA. 559 145 LF $170.00 I $75.00 $95.030 1 $10.875 I ADJ.CB Addtlonal work Items fond during 9S%design.Unn costs revised per /SDMH TO GRADE ADJUST EXISTING MANHOLES AND CATCH BASINS TO GRADE 8 f0 EA 5400.00 2250.00 - 52.400 f2,500 52,600 recent tad labs. ADJUST STORM WATER OUTFALL VALVE LS - Sa00 CONNECTION TO EXISTING PIPE 4 EA $300.00 - 51,200 'CONNECTION TO EXISTING CATCH BASIN 2 rF-A I $400.00 Woo 1 OtantMes revised for 95%Submittal design revisions. Urvt costs per AREA INLET $600.00 $300.00 $600 ($21,650)recent bid labs. CONCRETE INLET (CONCRETE INLET 1 2 5600.00 j S650.00 $2,400 $1.300 CATCH BASIN-TYPE1 iCATCHBASIN-TYPE1 24 28 $1.000.001 $700.00 S24.0001 $19.600 CATCH BASIN-TYPE 1-LL 5 $1.100.001CATCH BASIN-TYPE 2-48 IN. :CATCH BASIN-TYPE 2.48 IN.DIA. 9 8 S3,000.00!$1,850.00 $27.0001 $14.800 CATCH BASIN-TYPE 2.48 IN.DIA.W/THROUGH PIPE .CATCH BASIN-TYPE 2.721N.DIA.W/FLOW-THROUGH PIPE I 1 1 EA 53.500.00 i$6.500.00 $3.500 1 $6.5W 50% 95Y 501% 95% 5%517% 1 9 50% 95% QMlalance COMMENTS ITEM DESCRIPTION ITEM DESCRIPTION QUANTITY QUANTITY UNrrUNrrP RICdUNrrPFtICE AMOUNT AMOUNT CATCH BASIN-TYPE 2.72 IN.DIA.W/BAFFLE CATCH BASIN-TYPE 2-72 IN.DA.W/BAFFLE 2 2 EA $8.000.00 $6.000.00 $16.000 $12.000 DEBRIS BARRIER 2-24 IN.DIA, 1 EA $500.00 $500 CAP PIPE END 10 EA $100.00 $1,000 STAKE PIPE END 9 FA $50.00 5450 WATER OUALITY PONDS WATER QUALITY PONDS LS $80.000 $113,000 ($19,000)Design and estimate revised for 95%Submi tal. DRAINAGE GRADING 52,000 SF 51.00 $52,000 WET VAULT (WATER OUALITY VAULT I LS $60,000 I $75,000 $15,000 Welvaudt and wetpond volumes increased SOY.each to satisfy WSOOE request that water quality design must exceed I M KCSWDM.. I !SUBTOTAL S549,8961 S403,80111 ($146,088) STRUCTURES STRUCTURES SOIL EXCAVATION FOR SHAFT,INCL.HAUL.6 FT.DIA, I 488 CY- f250.00 S122,000 S26.721 DrlMed shafts are deeper than originally estimated.Also,method of -- payment was refined for 95%estimate. 8'DWM.DRILLED CASED SHAFT 8 I EA $24.000.001 $192.000 6'DIAM.DRILLED UNCASED SHAFT 8 I EA $6.900.00 i $55.200 STEEL REINFORCING BAR(FOR SHAFT) I 108.642 LB 50.50 $54.321 CONCRETE CLASS 4000W FOR SHAFT I 488 CY I $200.00 I $97.600 CONCRETE SUBSTRUCTURE - (CONCRETE CLASS 4000 FOR BRIDGE 210 I 311 CY $500.00 $350.00 $106.000 I $108.850 $40,061 Ouantity of concrete for substructure increased from 210 CY to 311 CY due to change In configuration of abutment. !STEEL REINFORCING BAR(FOR BRIDGE) 72.422 LB $0.50 SM.211 Current design includes a 4'x 65'beam spanning across the four drill shafts at each abutment,with the narrower abutment wall above. I Unit cost of concrele dropped from$500/CY to S350/CY.but reinf,was assumed to have been Included In the 509:estimate. _ SUPERSTRUCTURE-SPRINGBROOK CREEK BRIDGE LS $443.029 S3,221 Ouantity increased from 1,755 LF to t,775 LF. CONCRETE SUPERSTRUCTURE 370 CY $610.00 $225,700 W74G GIRDERS 1.755 LF $122.00 $214,110 DEFICIENT STRENGTH CONCRETE PRICE ADJUSTMENT 1 CALC. $1.00 SLUMP AND AIR PRICE ADJUSTMENT t CALC. ! $1.00 I $1 BRIDGE RAILING !BRIDGE RAILING TYPE SP 294 I 299 LF $50-00 I $55.00 $14.700 I S16,445 $1.745 Unit cost of bridge raitlng Increased from$SO/LF to SSSILF. Ouantity decreased by 5 LF. TRAFFIC BARRIER PEDESTRIAN BARRIER 294 299 LF $68.00 ! $68.00 $19.992 1 S20.332 S340 Costs compare MSE RETAINING WALLS MODULAR BLOCK WALL 3.710 I 8.666 SF $29.00 $25.00 $107.590 I $216,6SO $109.060 Area of walls Increased from 3.710 SF to 8.666 SF.Unit cost dropped from S29/SF to$251SF, ALUMINUM PEDESTRIAN RAILING (HANDRAIL 495 I 741 LF $70.00 S75.00 634,650 $55,575 S20,925 Length of handrail Increased from 495 LF to 741 LF.Unit cost increased from$70/LF to$75r1.F. T This item is not only the railing seat bull also the cap of the wall. It is a RAILING SEAT 741 LF i $40.00 ( $29.640 $29,640 function of the type of wall chosen,as well as the location of the wall a II it starts under the back of sAv. TRANSITION BARRIER 48 LF I $200.00 $9.600 $19.200 Transition of barrier and raiWV bid not exist at 50%. TRANSITION BRIDGE RAILING 43 LF 5200.00 $9 600 REINFORCEMENT FOR PUMP VAULT NO.3 LS I I $35.000 S35,000 Included under Utility Relocations 3 Protection In SO%estimate. ,SUBTOTAL $968,942 1 S"54,855 $285,913 SURFACING SURFACING CRUSHED SURFACING BASE COURSE CRUSHED SURFACING BASE COURSE 5.025 4,629 TON $20.00 I $15.00 SI00,500 S69,435 ($27,135)Combined costs decreased. CRUSHED SURFACING TOP COURSE ICRUSHED SURFACING TOP COURSE 2.275 2.699 TON 522.00 $20.00 t50.050 $53.980 SUBTOTAL $1S0,5501 $123,415 ($27,135) CEMENT CONCRETE PAVEMENT CEMENT CONCRETE PAVEMENT CONCRETE CLASS 4000 FOR BRIDGE APPROACH SLAB 132 CY $250.00 $33.000 $52.108 These items cover the bridge approach slabs. In the 50%estimate the were included as a part of the bridge structure costs. BRIDGE APPROACH SLAB ANCHOR 64 EA $45.00 f2.680 STEEL REINFORCING BAR FOR BRIDGE APPROACH SLAB 23.944 LB 50.50 $11,972 EPDXY-COATED ST.REINF.BAR FOR BRIDGE APPROACH SUB 7.094 LB I $0.60 $4.256 ! ;SUBTOTAL $S2,108 $52,108 ASPHALT CONCRETE PAVEMENT ASPHALT CONCRETE PAVEMENT PLANING BITUMINOUS PAVEMENT 100 SY I $20.00 S2.000 $112.170 At the Ciry's request'asphalt paving depth was increased from a total _ I 4'to 8'. ASPHALT CONCRETE PAVEMENT CLASS 8 ASPHALT CONCRETE PAVEMENT CLASS B 5.405 2,665 TON f46.00 540.00 $248.630 $102.600 ASPHALT CONCRETE PAVEMENT CUSS E 7.320 TON $35.00 I $256.200 I ! SUBTOTAL $245,6301 S360,800 $112,170 EROSION CONTROL&LANDSCAPING (EROSION CONTROL i LANDSCAPING i TEMPORARY WATER POLLUTION/EROSION CONTROL TEMPORARY WATER POLLUTIOWEROSION CONTROL FA. S17,500 I $20.000 $59.971 Permanent erosion control facilities not addressed in Sc".estimate FILTER FABRIC FENCE 6,476 LF j $6.00 $38.8% !CLEARING LIMIT FENCE I 7,446 LF $2.50 $18.615 RIP-RAP (LIGHT LOOSE RIPRAP FOR SLOPE PROTECTION 6 I 830 TON $2.000.00 S30.00 ft2,000I $24.900 S12,900 Permanent erosion control facilities nol addressed In 50':estimate. Unit cost error was corrected. LCOIR MAT ! 2.852 BY $2.50 1 1 $7.1301 $40,705 jPermanent erosion control facilities not addressed in 50%estimate 50% I 95% 50Y. I 95Y. 50% i 95% 50% 1 95% Difference COMMENTS ITEM DESCRIPTION ITEM DESCRIPTION QUANTITY QUANTITY UNIT UNIT PRICEUNIT PRICE AMOUNT AMOUNT !TOPSOIL TYPE A am CY I $15.00 1 $12.000 $38.700 Soil amendment broken out for 95%estimate SOIL AMENOMENT,6 IN.DEPTH 2.500 CY i $15.00 f37,500 TOPSOIL.TYPE C 600 CY f18.00 $10,800 SEEDING.FERTILIZING d MULCHING iSEEDING.HYDROSEED MIX 1(ROAD) 2.0 f 3.5 AC $1,750.00 i$1,500.00 $3,500 $5,250 $7.830 Welland and upland seeding broken cut for 95%estimate SEEDING.HYDROSEED MIX 2(UPLAND) 1.5 AC j$1.900.00 ! $2.850 SEEDING,HYDROSEED MIX 3(WETLANO) I 1.7 AC :f1,900.00 t $3.230 l SEEDING.HYDROSEED MIX 4(STREAMBANK PLANTING) ! 1.5 AC !$1.900.00 I f2.85o $2,850 Channel widening not considered in 50%estimate !SOD,V-DITCH SPREADER ! 4.400 SF $1.00 I $4.400 (f14,050)Cost has decreased,due to elimination of landscaping along roadway. TREES,3-4 Fr.VARIOUS SPECIES 1,700 EA $14.00 $23.800 SHRUBS,IS IN.VARIOUS SPECIES 3,700 EA f7.50 l S27,750 EMERGENTS,4 IN.POTS VARIOUS SPECIES 2,500 EA I $3.00 f7.Soo TEMPORARY IRRIGATION(MITIGATION WETLAND) 90,000 SF $0.25 j $22.500 LANDSCAPING 6 IRRIGATION LS $100.000 1 !TREES(STREAMBANK PLANTING) 300 EA i $14.00 I $4.200 $19,350 Channel widening not considered in 50%estimate !SHRUBS(STREAMBANK PLANTING) 9W EA ! $7.50 I $6.750 LARGE WOODY DEBRIS(STREAMSANK) I 14 EA f600.00 I S8.400 I I SUBTOTAL $143.800; 6312,OS6 $168,256 TRAFFIC !TRAFFIC ; CONCRETE CURB 6 GUTTER ;CEMENT CONCRETE BARRIER CURB AND GUTTER 5.760 5.590 LF $9.00 $8.00 $51,840 I $44.720 ($6.220)Costs compare !TYPE A BLOCK TRAFFIC CURB --~ 75 LF I f 12.00 $900 CONCRETE SIDEWALK CEMENT CONCRETE SIDEWALK 4,550 1 5,381 BY $22.00 se. laceru to ; $16.00 f100,1001 $86.098 ($14.001) PAINT STRIPE 5,195 LF I $0.12 j $623 $6.791 Quantities increased and unit prices were relined for 959:Submittal ;THERMOPLASTIC CROSSWALK STRIPE j 285 LF $2.60 L $741 !THERMOPLASTIC STOP BAR 625 LF I $3.10 j $1.938 !THERMOPLASTIC TRAFFIC ARROW 67 EA $35.00 ! $2.345 !THERMOPLASTIC TRAFFIC LETTER 112 EA $35.00 $3.920 ;RAISED PAVEMENT MARKER TYPE 1 4.465 EA j $1.50 $6.698 !RAISED PAVEMENT MARKER TYPE 2 555 EA ! $2.75 $1.526 PAVEMENT MARKING 1 I LS I $11.000I PERMANENT SIGNING PERMANENT SIGNING I LS S11.000! $11.000 Costs are the same. ILLUMINATION SYSTEM IILLUMINATION SYSTEM,COMPLETE I LS I $198.000! $118,000 (f80,000)Cost decreased significantly. TRAFFIC SIGNAL SYSTEM jTRAFFIC SIGNAL,COMPLETE j LS I $138.000 j $120.000 ($93,000)Cost decreased significantly. INTERCONNECT SYSTEM ;INTERCONNECT,COMPLETE LS $90.000! $15.000 TRAFFIC CONTROL TRAFFIC CONTROL I LS I S23.000 i $30.000 $7.000 I SUBTOTAL f622,9401 $443.507 ($179,433) OTHER ITEMS 10THERITEMS !WATER I too MGAL I $20.00 I $2.000 $2.000 Not included in 501.estimate. 'MONUMENT CASE AND COVER 6 EA I $300.00 j $1.800 ($200)Cost compares. MONUMENT CASE,COVER 6 PIPE I LS I $2.000 1 ;SUBTOTAL $2.000 i $3,800 $1,800 SUBTOTAL ESTIMATED CONSTRUCTION COST SUBTOTAL ESTIMATED CONSTRUCTION COST $3,729,63S $4.076.226 $346,591 SALES TAX ON CREEK WIDENING ITEMS 0 8.4% $12.876 $12.876 Not included in 50%estimate. SPU LID SPU 60'DIA.CEDAR RIVER PIPELINE REPLACEMENT S85,025 $40,000 (f45,025)Included as Item-SPU Lid-in 50%estimate. SPU to pick up 50%of $80.000 cos,for 95%estimate. UTILITY AGREEMENTS UTILITY AGREEMENTS $40.000 5135.000 $95.000 50%estimate did not include costs for relocation of power lines. CONSTRUCTION SUBTOTAL CONSTRUCTION SUBTOTAL S3.854,660 $4.264,102 $409,442 CONSTRUCTION ENGINEERING O 6% CONSTRUCTION ENGINEERING O 8% $305.173 5326.098 $20.926 CONSTRUCTION COST CONTINGENCY 0 5% CONSTRUCTION COST CONTINGENCY 0 5% $203.511 $203.811 Contingency included in unit prices for 50%estimate. SUBTOTAL SUBTOTAL $4.359.833 $4.7964.011 $634.178 DESIGN ENGINEERING 0 1^ i DESIGN ENGINEERING 0 17% $648.492 $692.958 $44.466 PRE-DESIGN 6 VE STUDY PRE-DESIGN 6 VE STUDY $910,000 S910,000 $O RIGHT-OF-WAY RIGHT-OF-WAY $1.960.000 $1.960.000 $0 TOTAL ESTIMATED COST(INC.CHANNEL WIDENING) TOTAL ESTIMATED COST(INC.CHANNEL WIDENING) $7.678,325 $8.356.969 $678.644 LESS COST OF CHANNEL WIDENING LESS COST OF CHANNEL WIDENING (f2IZt40) ($212,140)Channel widening not considered in 50%estimate TOTAL ESTIMATED COST TOTAL ESTIMATED COST f7,678,32s 58,144,829 1 $466,504 OAKESDALE AVENUE S.W. EXTENSION PREP'D BY: SSS PHASE 1A- S.W. 27TH STREET TO S.W. 16TH STREET CHECKED BY: BSK ENGINEER'S ESTIMATE RUN DATE: 10/20/97 ITEM SPEC. PHASE 1A UNIT AMOUNT TOTALS CHANN.WID. CHANN. WID. NO. REF. DESCRIPTION !QUANTITY UNIT PRICE 1997$) 1997$ QUANTITY COST PREPARATION 1 1-09.7 MOBILIZATION @ 10% LS $368,316 $17,462 2 2-01 CLEARING AND GRUBBING 7.07 AC $4,000.00 $28,280 0.67 $2,680 3 SPECIAL REMOVAL OF STRUCTURES AND OBSTRUCTIONS LS $30,000 4 SPECIAL SAWCUTTING 350 LF $4.00 $1,400 5 SPECIAL REMOVING ASPHALT CONCRETE PAVEMENT 6,950 SY $4.00 $27,800 6 SPECIAL REMOVING AND RESETTING CHAIN LINK FENCE 300 LF $10.00 $3,000 7 SPECIAL REMOVING AND RESETTING METAL GATE 1 EA $1,500.00 $1,500 8 SPECIAL REMOVING PAINTED TRAFFIC ARROW 9 EA $35.00 $315 9 SPECIAL REMOVING RAISED PAVEMENT MARKER 3.85 HUND. $100.00 $385 10 SPECIAL UTILITY RELOCATIONS AND PROTECTION LS $40,000 ls, o& 1p ►tr 11 7-08.3(4) PLUG EXISTING PIPE 7 CY $60.00 $420 _ SUBTOTAL $501,416 $20,142 EARTHWORK 12 2-03 ROADWAY EXCAVATION, INCL. HAUL 7,150 CY $9.00 $64,350 -_ 13 2-03.3(14)J GRAVEL BORROW INCL.,HAUL 24,930 CY $14.00 $349,020 14 2-09.3 2 STRUCTURE EXCAVATION CLASS A, INCL. HAUL 756 CY $20.00 $15,120 15 2-09.3 2 SHORING OR EXTRA EXCAVATION CLASS A LS $54,500 ��uaCv„Ia/ �� Gr s�t*•s 16 2-09 GRAVEL BACKFILL FOR ABUTMENT WALL 310 CY $17.00 $5,270 17 2-09 STRUCTURE EXCAVATION CLASS B, INCL. HAUL 910 CY $11.50 $10,465 18 2-09 SHORING OR EXTRA EXCAVATION CLASS B 841 SF $2.00 .$1,682 19 2-09 GRAVEL BACKFILL FOR TRENCH 678 CY $25.00 $16,950 20 SPECIAL MITIGATION WETLAND EXCAVATION, INCL. HAUL 2,500 CY $9.00 $22,500 21 2-10 CHANNEL EXCAVATION, INCL. HAUL 8,706 CY $9.00 $78,354 -4,618 $41,571 SUBTOTAL $618,211 , _ $41,571 DRAINAGE 22 7-04 CORRUGATED POLYETHYLENE STORM SEWER PIPE-8 IN. DIA. 58 LF $13.00 $754 23 7-04 CORRUGATED POLYETHYLENE STORM SEWER PIPE- 12 IN. DIA. 1,671 LF $19.00 $31,749 24 7-04 CORRUGATED POLYETHYLENE STORM SEWER PIPE-24 IN. DIA. 1,048 LF $30.00 $31,440 or Se s 25 SPECIAL DUCTILE IRON STORM SEWER PIPE- 12 IN. DIA. 1,036 LF $40.00 $41,440 ,�:, Sf,�S � 9•,•� 26 SPECIAL DUCTILE IRON STORM SEWER PIPE- 18 IN. DIA. 630 LF $60.00 $37,800 27 SPECIAL DUCTILE IRON STORM SEWER PIPE-24 IN. DIA. 145 LF $75.00 $10,875 1¢-4-.,,, 12. 5 9 <3A.w3 28 7-05.3(1) ADJUST EXISTING MANHOLES AND CATCH BASINS TO GRADE 10 EA $250.00 $2,500 c�.0.M 4c. f J 4s ro.j 29 SPECIAL ADJUST STORM WATER OUTFALL VALVE LS $500 C4cv-LS $500 30 7-05.3 3 CONNECTION TO EXISTING PIPE 4 EA $300.00 $1,200 31 7-05.3(3) CONNECTION TO EXISTING CATCH BASIN 2 EA $400.00 $800 KATO&WARREN,INC. concost3 PAGE 1 OF 4 OAKESDALE AVENUE S.W. EXTENSION PREP'D BY: SSS PHASE 1A - S.W. 27TH STREET TO S.W. 16TH STREET CHECKED BY: BSK ENGINEER'S ESTIMATE RUN DATE: 10/20/97 ITEM SPEC. PHASE 1A UNIT AMOUNT TOTALS CHANN. WID.!CHANN.WID. NO. REF. DESCRIPTION QUANTITY UNIT PRICE 1997$ 1997$ QUANTITY j COST 32 SPECIAL AREA INLET 2 EA $300.00 $600 33 SPECIAL CONCRETE INLET 2 EA $650.00 $1,300 34 7-05 _ CATCH BASIN-TYPE 1 28 EA $700.00 $19,600 35 ----7-05 CATCH BASIN-TYPE 2-48 IN. DIA. 8 EA $1,850.00 $14,800 36 SPECIAL CATCH BASIN-TYPE 2-72 IN. DIA.W/FLOW-THROUGH PIPE 1 EA $6,500.00 $6,500 37 SPECIAL CATCH BASIN-TYPE 2-72 IN. DIA.W/BAFFLE 2 EA $6,000.00 $12,000 38 SPECIAL DEBRIS BARRIER 2-24 IN. DIA. 1 EA $500.00 $500 39 SPECIAL CAP PIPE END 10 EA $100.00 $1,000 40 SPECIAL STAKE PIPE END 9 EA $50.00 $450 41 SPECIAL WATER QUALITY PONDS LS $113,000 42 SPECIAL WATER QUALITY VAULT LS $75,000 SUBTOTAL $403,808 $500 STRUCTURES 43_ 6-05 SOIL EXCAVATION FOR SHAFT, INCL. HAUL-6 FT. DIA. 488 CY $250.00 $122,000 44 6-02.3 24 STEEL REINFORCING BAR 181,064 LB $0.50 $90,532 45 6-02 CONCRETE CLASS 4000W FOR SHAFT 488 CY $200.00 $97,600 46 6-02 CONCRETE CLASS 4000 FOR BRIDGE 311 CY $350.00 $108,850 47 SPECIAL SUPERSTRUCTURE-SPRINGBROOK CREEK BRIDGE LS $443,029 48 6-02.3(5)L DEFICIENT STRENGTH CONCRETE PRICE ADJUSTMENT 1 CALC. $1.00 $1 _49 6-02.3(5)L SLUMP AND AIR PRICE ADJUSTMENT _ 1 CALC. $1.00 $1 50 6-06 BRIDGE RAILING TYPE BP 299_ LF $55.00 $16,445 51 __6-10_3S2Z PEDESTRIAN BARRIER 299 LF $68.00 $20,332 52 8-_28 MODULAR BLOCK WALL L�,,,��,!/ S 8,666 SF $25.00_ $216,650 1,837 ,- $45,925 53 _6-06 HANDRAIL mac% +-mac 741 LF $75.00 $55,575 CA 54 6-10 RAILING SEAT 741 LF $40.00 $29,640 55 __ 6-10 TRANSITION BARRIER 48 LF $200.00 $9,600 56 6-06 TRANSITION BRIDGE RAILING 48 LF $200.00 $9,600 57 SPECIAL REINFORCEMENT FOR PUMP VAULT NO.3 LS $35,000 _ SUBTOTAL $1,254,855 $45,925 SURFACING 58 4-04 CRUSHED SURFACING BASE COURSE 4,629 TON $15.00 $69,435 4-04 CRUSHED SURFACING TOP COURSE 2,699 TON $20.00 $53,980 43 $860 SUBTOTAL $12.3,415 $860 CEMENT CONCRETE PAVEMENT 60 5-05.3(18Y CONCRETE CLASS 4000 FOR BRIDGE APPROACH SLAB 132 CY $250.00 $33,000 61 5-05.3 19 BRIDGE APPROACH SLAB ANCHOR 64 EA $45.00 $2,880 KATO&WARREN,INC. concost3 PAGE 2 OF 4 OAKESDALE AVENUE S.W. EXTENSION PREP'D BY: SSS PHASE 1A - S.W. 27TH STREET TO S.W. 16TH STREET CHECKED BY: BSK ENGINEER'S ESTIMATE RUN DATE: 10/20/97 ITEM SPEC. PHASE 1A UNIT AMOUNT TOTALS CHANN. WID.'CHANN. WID. NO. REF. DESCRIPTION QUANTITY UNIT PRICE 1997$ 1997$ QUANTITY COST 62 5-05.3(19) STEEL REINFORCING BAR FOR BRIDGE APPROACH SLAB 23,944 LB $0.50 $11,972 63 5-05.3(19) EPDXY-COATED ST. REINF. BAR FOR BRIDGE APPROACH SLAB 7,094 LB $0.60 $4,256 _ SUBTOTAL _$52_,108 _ $0 ASPHALT CONCRETE PAVEMENT 64 5-04.3(14) PLANING BITUMINOUS PAVEMENT 100 SY $20.00 $2,000 - - - - 65 5-04 ASPHALT CONCRETE PAVEMENT CLASS B 2,565 TON $40.00 $102,600 600 32 $1,280 66 5-04 ASPHALT CONCRETE PAVEMENT CLASS E 7,320 TON $35.00 $256,200 ------- SUBTOTAL $360,800 $1,280 EROSION CONTROL&LANDSCAPING 1-07.15 TEMPORARY WATER POLLUTION/EROSION CONTROL F.A. $20,000 F.A. $10,000 8-01 FILTER FABRIC FENCE 6,476 LF $6.00 $38,856 625 $3,750 _ 69 8-01 CLEARING LIMIT FENCE 7,446 LF $2.50 $18,615 70 8-15 LIGHT LOOSE RIPRAP FOR SLOPE PROTECTION 830 TON $30.00 $24,900 Ae'dyd ''e' $�950 8-01 COIR MAT 2,852 SY $2.50 $7,130 2,852 $7,130 72 8-15 BALLAST FOR SLOPE PROTECTI N 415 TON $25.00 $10,375 b����e 3446, $:-P� 73 8-15 CONSTRUCTION GEOTEXTILE FOR SOIL STABILITY _1,150 SY $3.00 $3,450 1,150 $3,450 74 8-15 QUARRY SPALLS FOR CONSTRUCTION ENTRANCE 150 CY $45.00 $6,750 75 SPECIAL TRAIL MODIFICATIONS LS $13,000 76 8-01.3 2 A TOPSOIL TYPE A 800 CY $15.00 $12,000 Lu{t �4syF l>, ,.•i ;k 77 8-02.3 5 SOIL AMENDMENT,6 IN. DEPTH 2,500 CY $15.00 $37,500 78 8-01.3 4 A SEEDING, HYDROSEED MIX 1 ROAD 3.5 AC $1,500.00 $5,250 T79 8-01.3 4 A SEEDING, HYDROSEED MIX 2(UPLAND) 1.5 AC $1,900.00 $2,850 80 8-01.3(4)A SEEDING, HYDROSEED MIX 3(WETLAND) 1.7 AC $1,900.00 $3,230 �w8-01.3 4 A SEEDING, HYDROSEED MIX 4 STREAMBANK PLANTING 1.5 AC $1,900.00 $2,850 1.5 $2,850 SPECIAL SOD,V-DITCH SPREADER 4,400 SF $1.00 $4,400 83 8-02.3 7 TREES,3-4 FT.VARIOUS SPECIES 1,700 EA $14.00 $23,800 84 8-02.3 7 SHRUBS, 18 IN.VARIOUS SPECIES 3,700 EA $7.50 $27,750 85 8-02.3 7 EMERGENTS,4 IN. POTS VARIOUS SPECIES 2,500 EA $3.00 $7,500 86_ SPECIAL TREES STREAMBANK PLANTING 300 EA $14.00 $4,200 300 $4,200 87 SPECIAL SHRUBS STREAMBANK PLANTING L'IhawShAeq 900 EA $7.50 $6,750 900 $6,750 88 SPECIAL LARGE WOODY DEBRIS(STREAMBANK) _14 EA $600.00 $8,400 14 $8,400 89 8-03 TEMPORARY IRRIGATION (MITIGATION WETLAND) 90,000 SF $0.25 $22,500 t.✓�'�aA =: f' ck .d 1 _ SUBTOTAL $289,556 $81,805 TRAFFIC 90 8-04 CEMENT CONCRETE BARRIER CURB AND GUTTER 5,590 LF $8.00 $44,720 91 8-07 TYPE A BLOCK TRAFFIC CURB 75 LF $12.00 $900 KATO&WARREN,INC, concost3 PAGE 3 OF 4 OAKESDALE AVENUE S.W. EXTENSION PREP'D BY: SSS PHASE 1A - S.W. 27TH STREET TO S.W. 16TH STREET CHECKED BY: BSK ENGINEER'S ESTIMATE RUN DATE: 10/20/97 ITEM SPEC. PHASE 1A UNIT AMOUNT TOTALS CHANN.WID. CHANN.WID. NO. REF. DESCRIPTION QUANTITY UNIT PRICE 1997$ 1997$ QUANTITY COST 92_ 8-14 CEMENT CONCRETE SIDEWALK 5,381 SY $16.00 $86,096 1 93_ 8-22 PAINT STRIPE 5,195 LF $0.12 $623 94 8-22 THERMOPLASTIC CROSSWALK STRIPE 285 LF $2.60 $741 95 8-22 THERMOPLASTIC STOP BAR 625 LF $3.10 $1,938 96 8-22 THERMOPLASTIC TRAFFIC ARROW 67 EA $35.00 $2,345 97 8-22 . THERMOPLASTIC TRAFFIC LETTER 112 EA $35.00 $3,920 98 8-09 RAISED PAVEMENT MARKER TYPE 1 4,465 EA $1.50 $6,698 99 8-09 RAISED PAVEMENT MARKER TYPE 2 555 EA $2.75 $1,526 100 SPECIAL PERMANENT SIGNING LS $11,000 101 8-20 ILLUMINATION SYSTEM,COMPLETE LS $118,000 102 8-20 TRAFFIC SIGNAL,COMPLETE LS $120,000 103 8-20 INTERCONNECT,COMPLETE LS $15,000 104 1-10 TRAFFIC CONTROL LS $30i 000 �( / --- -- SUBTOTAL $443,507 $0 OTHER ITEMS _ --------- - --- --- 105 2-07 WATER 100 MGAL. $20.00 $2,000 106 8-13 MONUMENT CASE AND COVER 6 EA $300.00 $1,800 SUBTOTAL $3,800 $0 C�u �� /A�Qli�/� Sa✓v-�t,� C ` "` �f' �s�1 SUBTOTAL ESTIMATED CONSTRUCTION COST $4,,0 1,476 /%1408 $#92-,083 SALES TAX ON CREEK WIDENING ITEMS .4/ "$16,135 131Y8S $16,135 SPU 60" DIA. CEDAR RIVER PIPELINE REPLACEMENT $80,000 UTILITY AGREEMENTS $135,000 CONSTRUCTION SUBTOTAL $4,282,611 1701 253 $268;it8 CONSTRUCTION ENGINEERING @ 8% $324,118 i3,, 6Z3 $46,M7 CONSTRUCTION COST CONTINGENCY @ 5% $202,574 8 S 1 S $9-,604 j1�.�n car ""d $4,809,303 /92�L131 $233M9 DESIGN ENGINEERING 17° $688,751 z��`�7 $�s4 PRE-DESIGN &VE STUDY $910,000 RIGHT-OF-WAY $1,960,000 TOTAL ESTIMATED COST(INC. CHANNEL WIDENING) $8,368,054 2?9� o8g $265-,843 LESS COST OF CHANNEL WIDENING -$265,843 TOTAL ESTIMATED COST $8,102,211 KATO&WARREN,INC. concost3 PAGE 4 OF 4 hNTRANCO Job No.1-97027-22 PROJECT: OAKESDALE AVENUE S.W.EXTENSION-CITY OF RENTON BY:HSS SUBJECT: Comparison of 50%and 95%Estimates DATE: 17 October 1997 BRIDGE 50%Item Description 95%Item Description 50%Amount 95%Amount Difference Comments Structure Excavation Structure Excavation Class A Including Haul $ 36,375 $ 15,120 $ 17,153 Quantity for 50%submittal was 1455 CY @$25/CY but did not include Extra Exc. Quantity for 95 submittal was 756 CY at$20/CY with 4801 SF of Extra Exc. Shoring or Extra Excavation Class A $ $ 38,408 8'Diam.Drilled Cased Shaft Soil Excavation for Shaft Incl.Haul-6 Ft.Diann. $ 192,000 $ 122,000 $ 26,721 Drilled shafts are deeper than originally estimated. Also,method of payment was refined for 95 submittal. 6'Diam.Drilled Uncased Shaft Concrete Class 4000W for Shaft $ 55,200 $ 97,600 Steel Reinf.Bar for Bridge(breakout quantity for $ 54,321 shafts Concrete Substructure Concrete Class 4000 for Bridge $ 105,000 $ 108,850 $ 45,331 Quantity of concrete for substructure increased from 210 CY to 311 CY,due to change in configuration of abutment. Current design includes a 4'x 6.5'beam spanning across the four drilled shafts at each Steel Reinforcing Bar for Bridge(without shaft $ 36,211 abutment,with the narrower abutment wall above. quantity) Gravel Backfill for Wall $ 5,270 Unit cost of concrete dropped from$500/CY to$350/CY,but reinf.was assumed to have been included in the first estimate. Concrete Superstructure Superstructure-Springbrook Creek Bridge $ 225,700 $ 445,469 $ 5,659 Quantity increased from 1755 LF to 1775 LF. W74G Girders $ 214,110 Deficient Strength Concrete Price Adjustment $ $ 1 $ 1 Slump and Air Price Adjustment $ $ 1 $ 1 Bridge Railing Bridge Railing Type BP $ 14,700 $ 16,445 $ 1,745 Unit cost of bridge railing increased from$50/1-F to$55/1-F. Quantity increased 5 LF. Traffic Barrier Pedestrian Barrier $ 19,992 $ 19,992 $ BRIDGE TOTAL- $ 863,077 $ 959,688 $ 96,611 WALLS 50%Item Description 95%Item Description 50%Amount 95%Amount Difference Comments MSE Retaining Walls Modular Block Wall $ 107,590 $ 216,650 $ 109,060 Aires f walls increased from 3710 SFto 666 SF. Unit cost used dropped from$29/SF to$25/SF. Aluminum Pedestrian Railing Handrail $ 34,650 $ 55,575 $ 20,925 Length of handrail required increased from 495 LF to 741 LF. Unit cost used increased from$70/LF to $75/LF. Railing Seat $ $ 29,640 $ 29,640 This item is not only the railing seat but also the cap of the wall. It is a function of the type of wall chosen as well as the location of the wall as it starts under the back of s/w as opposed to behind the Transition Bridge Railing $ $ 9,600 $ 19,200 Transition of barrier and railing did not exist at 50%. Transition Barrier $ $ 9,600 WALL TOTAL= $ 142,240 $ 321,065 $ 178,825 File:EST COM2 XLS,comparison Page 1 of 3 Printed:IG121197 ENTRANCO Job No.1-97027-22 PROJECT: OAKESDALE AVENUE S.W.EXTENSION-CITY OF RENTON BY:HSS SUBJECT: Comparison of 50%and 95%Estimates DATE: 17 October 1997 CREEK WIDENING &TRAIL EXTENSION 50%Item Description 95%Item Description 50%Amount 95%Amount Difference Comments Clearing&Grubbing $ 1,340 $ 1,340 Roadway Excavation $ 88,810 $ 88,810 Adjust Stormwater Outfall valve $ 500 $ 500 Crushed Surfacing Top Course $ 860 $ 860 ACP Class A $ 1,280 $ 1,280 Modular Block Wall $ - INCLUDED IN WALLS ESTIMATE ABOVE Tax on Creek Widening Items r9J 8.9% $ 13,857 $ 13,857 CREEK WIDENING TOTAL= $ - $ 106,647 $ 106,647 EROSION CONTROL 50%Item Description 95%Item Description 50%Amount 95%Amount Difference Comments Temporary Erosion/Sedimentation Control $ 20,000 $ 20,000 Force Account Filter Fabric Fence $ 38,856 $ 38,856 Clearing Limit Fence $ 18,615 $ 18,615 Light Loose Riprap for Slope Protection $ 24,900 $ 24,900 Coir Mat $ 7,130 $ 7,130 Ballast for Slope Protection $ 10,375 $ 10,375 Construction Geotextile for Soil Stability $ 3,450 $ 3,450 Quarry Spalls for Construction Entrance $ 6,750 $ 6,750 EROSION CONTROL TOTAL= $ - $ 130,076 $ 130,076 OTHER 50%Item Description 95%Item Description 50%Amount 95%Amount Difference Comments Traffic Signal Complete Traffic Signal Complete $ 138,000 S 120,000 $ (18,000)L.S. Interconnect Complete Interconnect Complete $ 90,000 $ 15,000 $ (75,000)L.S. Illumination System Complete Illumination System Complete $ 198,000 $ 118,000 $ (80,000)L.S. Traffic Control $ 50,700 $ 50,700 L.S. TOTAL= $ 426,000 $ 303,700 $ (122,300) File:EST.COM2.XLS,Comparison Page 2 of 3 Printed.ta'21/97 ENTRANCO Job No.1-97027-22 PROJECT: OAKESDALE AVENUE S.W.EXTENSION-CITY OF RENTON BY:HSS SUBJECT: Comparison of 50%and 95%Estimates DATE: 17 October 1997 TOTAL 50%Item Description 95 k Item Description 50%Amount 95%Amount Difference Comments TOTAL= $ 1,431,317 $ 1,821,176 $ 389,859 File:EST COM2.XLS,Comparison Page 3 of 3 Printed:la'21/97 10/02/97 11:56 FAX ENTRANCO ENG. I ]001/002 E N T R A N C O ENGINEERS. SCIENTISTS. PLANNERS. SURVEYORS 1o900 NE 8th Stfeet,Suite 300 (425)454-5600 Fax No. (425) 454-0220 Bellevue,Washington 98004 FACSIMILE TRANSMITTAL Date 10/2197 PLEASE DELIVER THE FOLLOWING PAGES IMMEDIATELY TO: Name Scott Wcodbu Firm/Agency Ci of Renton City Renton Fax Number 206 235-254�I From Peter De Boldt Project/Promo Name Oakesdale Ave SW Project/Promo No. 97027-21 Remarks/items Transmitted: Scott, a is our latest update on t ost i associat wit ne q annwidening, I'll e $ending a copy of-this to Joe Armstrong as well. Hard Copy Will 7X Will Not Be Sent No. of Pages (Including Transmittal Sheet) 2 If there are problems with transmission, call Peter De Boldt {425} 454-5600 The information in this fax is confidential and proprietary and is intended only for the individual or entity named on the cover sheet, If you are not the intended recipient, disclosure,copying, distribution or use of this information is prohibited. If you do not receive all of the pages or have received this fax in error, please notify us immediately at the above telephone number. Place Transmission Sheet in rile Box with Copy of Transmitted Material A-07+ai tRov.a'1 1» Springbrook Creek Channel Work 40 r C. 0 Preliminary Cost Estimate Description Quantity Tit' Un Cost'Total Cost' Comments Mobilization(® 8%of all iterns) i4.628 $ 14,628 r Clearing and Grubbing 29185 SF $ 0.20 $ 5,837 About$8,700/Acre f` Temporary Silt Fence 625 LF $ 6 $ 3,750 Removal of Water 1 LS $ • 1 LS $ yCX� • ''' Pollution Control 1 LS �( Shoring - c[a�,� ��;'eid�!n T raff ic Control 1 LS $ /�5 sy u Construction/As-Buhl Surveying 1 LS $ Road Excavation 4619 CY $ 12 $ 55,428 All excavation work is classified as "Roadway Exc" $ Included as part of 'Roadway Excavation" tv Structure Excavation CY Gl Cy $ 181 $ - Costs included in Keystone walls ,�,,,,,,. Grave ackfill for Walls Backtill with native material CY $ - ed number developed by Scott Adjust stomp water out1a11 valve 1 LSUs Rockery Wall F , $ 14 $ � 1837 F $ 25 $ 45,925 ,Includes geogrid costs. Keystone Wall Crib Wail SF $ M LS $ - ►za Guardrail TON $ - Nat yet finalized, any riprap however will be related to bridge. Riprap y Erosion Control Blanket 29105 SF $ 0.25 $ 7,296 Probably will not be necessary, used clearing&grubbing area w Z 1 I_S $18,000 $ 18,000s /J ��' o Relocate/remove power poles(b others) Sv' 6F ACP Class Flwrl z r �„ 3 TON $ 60 $ 1,920 CSTC/CSC f' y� t 43 TON $ 20 $ 860 Fish Habitat Structures 1 LS $ 4,000 $ 4,000 Not yet finalized, based on Scori's earlier SWAG 1 LS $ 3,000 . $ 3,000 Not yet finalized, based on Scott's earlier EWAG Temporary irrigation --I Grass Seeding �n5 29185 $ 2,919 Same area as clearin & grubbing s TILS $40,000 $ 40,000 Not yet finalized, based on Scott's earlier EWAG Plantings CY $ _ Not yet finalized, based on Scott's earlier EWAG Topsoil Final Restoration and Cleanup 1 LS ' $ 3,000 $ 3,000 Not yet finalized,based on Scott's earlier E WAG Subtotal $207,063 $ 20,706 Contigency(® 10%) Subtotal $227,769 Sat $ Tota! $20 2 H 0 0 Itew ces)- tsr-9 M N 10f2197 11:31 AM o Page 1 N SPRNGCST.XLS 9-19-97 9/19/97 Preliminary Cost Estimate Description Quantity Unit Unit Cost Total Cost Comments Mobilization 1 LS $4,000 $4,000 Removal of Water 1 LS $0 $0 Workout of OHW r Pollution Control 1 LS $4,000 $4,000 1 Shoring 1 LS $0 $0 Assumes sloped excavations Y Traffic Control 1 LS $0 $0 Negligible-assume incidental to Oakesdale traffic control? d Construction/As-Built Surveying 1 LS $5,000 $5,000 J Common Excavation 4432 CY $15 $66,476 Based on est. 75% SWU share Structure Excavation 841 CY $18 $15,140 d Structure Backfill 0 CY $0 $0 Incidental to Keystone Wall? Backfill with native material 0 CY $10 $0 Incidental to Keystone Wall? ✓ Adjust storm water outfall valve 1 LS $500 $500 CSTC Tideflex backflow prevention valve Rockery Wall 0 SF $14 $0 Keystone Wall 2520 SF $21 $52,920 If native mat. used for backfill, can this unit cost be reduced Crib Wall 0 SF $25 $0 Guardrail 0 LF $20 $0 Riprap 0 TON $30 $0 Assume erosion blanket sufficient X o 0, y Erosion Control Blanket 2000 SY $3 $6,000 Sk 'd •+ ✓ Relocate/remove power poles(by others) 1 LS $18,000 $18,000 Asphalt Paving 15 TON $60 $914 Assumes 150 LF of trail z ✓ Crushed surfacing 41 TON $20 $821 Assumes 150 LF of trail 0 Fish Habitat Structures 1 LS $4,000 $4,000 m Temporary irrigation 1 LS - $3,000 $3,000 i Grass seeding 1 Acre $1,000 $1,000 r Plantings 1 LS $40,000 $40,000 Topsoiling 0 Sy $5 $0 Assume part of planting cost? Final Restoration and Cleanup 1 LS $3,000 $3,000 v = o T o x got (D Subtotal $224,771 Tax $19,330 Total $244,102 CD �/ev cejr ego, �n 9�5 18/41 7yG ,�,,r c • �� u SamL Ite oS. Page 1 > a �0 9-8-97 9/9/9 Preliminary Cost Estimate Description Quantity Unit Unit Cost Total Cost Comments Mobilization 1 LS $4,000 $4,000 Removal of Water 1 LS $5,000 $5,000 Pollution Control 1 LS $4,000 $4,000 Shoring 1 LS $3,000 $3,000 Traffic Control 1 LS $500 $500 Construction/As-Built Surveying 1 LS $5,000 $5,000 Excavation 0 CY $14 $0 Structural Import Backfill 0 CY $18 $0 Backfill with native material 0 CY $10 $0 Adjust storm water outfall valve 1 LS $500 $500 Rockery Wall 1780 SF $14 $24,920 Keystone Wall 2800 SF $21 $58,800 Crib Wall 0 SF $30 $0 Guardrail 0 LF $20 $0 Riprap 0 TON $30 $0 Permanent Erosion Control Blanket 0 SY $3 $0 Relocate/remove power poles(by others) 1 LS $18,000 $18,000 Asphalt Paving 0 TON $60 $0 Crushed surfacing 0 TON $20 $0 Fish Habitat Structures 1 LS $4,000 $4,000 Temporary irrigation 1 LS $3,000 $3,000 Grass seeding 1 Acre $1,000 $1,000 Plantings 1 LS $40,000 $40,000 Topsoiling 0 SY $5 $0 Final Restoration and Cleanup 1 LS $3,000 $3,000 Subtotal $174,720 Tax $15,026 Total $189,746 Pagel