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ITEM V-C-2
AGENDA BILL APPROVAL FORM Agenda Subject: Award Contract 06-17 Department: I Attachments: Budget Status Sheet, Public Works Bid Tab Summary & Map Administrative Recommendation: Date: February 26, 2007 Budget Impact: $ 215,100 City Council award Contract 06-17, Project Number C421A, M Street SE Improvements, to Construct Company LLC on their low bid of $1,124,466.00 plus WA state sales tax of $4,284.50 for a total contract price of $1,128,750.50. Background Summary: This project will reconstruct the pavement, install curb and gutters, and upgrade existing storm-drainage trunk line along this 2,200 foot section of M St SE. This project will also complete the connection of three dead-end water mains on 3ih St SE (between M St SE and Olympic St SE). It is anticipated that sidewalks will be built along the west side of the street in a subsequent phase of this project through a LID. Unspent funds in the 102 (street) fund/account budgeted in 2006 will be carried over into 2007 as part of budget Amendment NO.1. Additionally, a budget adjustment of $115,100 from the 102 (street) fund/account will be required this year to fund the project. A budget adjustment of $100,000 form the 430 (water) fund/account will be part of budget Amendment No. 1 to fund the project. A budget adjustment of $100,000 from the 432 (storm) fund/account will be required this year to fund the project. A budget adjustment of $45,000 from the 328 (LID) fund will be part of budget Amendment NO.1 to fund the project. W0305-5 04.9.1 C421A Reviewed by Council & Committees: o Arts Commission COUNCIL COMMITTEES: o Airport 0 Finance o Hearing Examiner 0 Municipal Servo o Human Services 0 Planning & CD o Park Board t81Public Works o Planning Comm. 0 Other Reviewed by Departments & Divisions: o Building 0 M&O o Cemetery 0 Mayor o Finance 0 Parks o Fire 0 Planning o Legal 0 Police t8I Public Works D Human Resources Action: Committee Approval: Council Approval: Referred to Tabled DYes ONo DYes ONo Call for Public Hearing _1_1_ Unlil_I_I_ Until _1_1_ Councilmember: Waqner Meeting Date: March 5, 2007 I Staff: Dowdy litem Number: V.C.2 AUBURN * MORE THAN YOU IMAGINED BUDGET STATUS SHEET Project No: C421A Project Manager: Seth Wickstrom PrCleCt Title: MSt SElmproyeme!1ts Initiatipn Date: Februarv 13. 2006 Advertisement Date: Januarv 31. 2007 Award Date: March 5 2007 Date: February 26, 2006 The "Future Years" column indicates the projected amount to be requested in future budgets. Funds Budaeted (Funds Available) Funding Prior YearS 2006 .1 2007 Future Years Total 102 Fund. Street (Transferred from REET) 4,769 325,000 0 329,769 102 Fund. Federal Grant 0 342,190 0 342,190 430 Fund. Water 794 0 0 794 432 Fund - Storm 2,497 0 500,000 502,497 326 Fund - LID 0 0 0 0 Total 6,060 667,190 500,000 0 1,175,270 Estimated Cost (Funds Needed) Activity Prior Years 2006 2007 Future Years Total Design Engineering - City Costs 6,060 12,236 1,695 22,013 Design Engineering - Consultant Costs 0 196,490 7,706 206,197 Construction Bid 0 0 1,126,751 1,126,751 Project Contingency 0 0 50,000 50,000 Construction Engineering - City Costs 0 0 40,000 40,000 Construction Engineering - ConsultantCosts 0 0 20,000 20,000 Total 6,060 210,726 1.246,152 0 1,466,961 102 Arterial Street Bud et Status Prior Years 2006 2007 Future Years Total '102 Funds Budgeted () (4,769) (667,190) 0 0 (671,979) 102 Funds Needed 4,769 119,496 662,792 0 767,079 *102 Fund Project Contingency ( ) 0 (547,692) 0 0 0 102 Funds Required 0 0 662,792 0 115,100 430 Water Budaet Status Prior Years 2006 2007 Future Years Total '430 Funds Budgeted ( ) (794) 0 0 0 (794) 430 Funds Needed 794 9,691 56,563 0 69,266 *430 Fund Project Contingency ( ) 0 0 0 0 0 430 Funds Required 0 9,891 58,583 0 68,474 432 Storm Budaet Status Prior Years 2006 2007 Future Years Total '432 Funds Budgeted ( ) (2,497) 0 (500,000) 0 (502,497) 432 Funds Needed 2,497 81,339 461,777 0 565,613 '432 Fund Project Contingency ( ) 0 0 (18,223) 0 0 432 Funds Required 0 81,339 0 0 63,116 328 LID Budaet Status Prior Years 2006 2007 Future Years Total '328 Funds Budgeted ( ) 0 0 0 0 0 326 Funds Needed 0 0 45,000 0 45,000 *328 Fund Project Contingency ( ) 0 0 0 0 0 328 Funds Required 0 0 45,000 0 45,000 , ( # ) in the Budget Status Sections indicates Money the City has available, H\PROJ\C421 A-M-StSE37 -29\Budget\BudgetStatusSheet (AB-Award).xls 1 of 1 Bid Tabulation: Schedule: Prepared By: Bid Date" C421A, M Street SE Improvements, Contract 06-17 A. Street Improvement City of Auburn 2/21/07 Engineer's Estimate Construct Co LLC Rodarte Construction Scotty's General 1621 Pease Ave PO Box 1675 31833 Kent Blk Diamond Rd Sumner, WA 98390 Auburn,WA 98071 Auburn, WA 98092 Item No. Sec. No. Item Description Qty. Unit Unit Price Total Price Unit Price Total Price Unit Price Total Price Unit Price T atel Price 1 1"()4 Minor Chanaes 1 Est. $ 15000.00 $ 15 000.00 15,000.00 $ 15,000.00 15,000.00 $ 15,000.00 15,000.00 $ 15,000.00 2 1-05 One YearWarninlv Bond 1 LS $ 26000.00 $ 26000.00 2,700.00 $ 2,700.00 100.00 $ 100.00 1,000.00 $ 1,000.00 3 1..()7 Temoorarv Water poftutionlErosion Control 1 Est. $ 10000.00 $ 10,000.00 10,000.00 $ 10,000.00 10,000.00 $ 10000.00 10,000.00 $ 10,000.00 4 1"()7 SPCC Plan 1 LS $ 1 500.00 $ 1 500.00 100.00 $ 100.00 100.00 $ 100.00 5,500.00 $ 5,500.00 5 1"()7 ItIfl1ilv potholina . 48 EA $ 350.00 $ 16600.00 160.00 $ 7,680.00 100.00 $ 4,600.00 50.00 $ 2 400.00 6 1-09 MobilIzation 1 LS $ 95,000.00 $ 95000.00 100,000.00 $ 100,000.00 61,000.00 $ 61,000.00 90,000.00 $ 90,000.00 7 1-00 Construction Site Sinn( s) 2 EA $ 500.00 $ 1,000.00 500.00 $ 1,000.00 400.00 $ 600.00 750.00 $ 1,500.00 8 1-10 Traffic Controi SUDervisor 1 LS $ 5000.00 $ 5000.00 3,800.00 $ 3,800.00 1,250.00 $ 1,250.00 3,625.00 $ 3,825.00 9. 1-10 Traffic Control Labor (Min. Bid $29Der hour) 960 HR $ 35.00 $ 33600.00 30.00 $ 28,800.00 30.00 $ 28,600.00 29.00 $ 27,840.00 10 1-10 Portable Chanaeable Messaae Sian 60 DAY $ 125.00 $ 7 500.00 40.00 $ 2,400.00 25.00 $ 1,500.00 50.00 $ 3,000.00 11 2..()1 Roadside CleanuD 1 LS $ 5,000.00 $ 5000.00 900.00 $ 900.00 6,000.00 $ 6,000.00 18,250.00 $ 18,250.00 12 2"()2 Removal of Structure and Obstruction 1 LS $ 5000.00 $ 5,000.00 550.00 $ 550.00 2,000.00 $ 2,000.00 23,560.00 $ 23,560.00 13 2"()2 Remove and Reset Fence 35 LF $ 35.00 $ 1 225.00 7.00 $ 245.00 20.00 $ 700.00 50.00 $ 1,750.00 14 2"()2 Removal of Concrete or ASDhalt Pavement 5,000 SF $ 2.00 $ 10,000.00 0.50 $ 2,500.00 0.60 $ 3,000.00 1.00 $ 5,000.00 15 2"()2 Removal of Sidewalk 4,900 SF $ 2.00 $ 9,800.00 0.55 $ 2,695.00 .0.75 $ 3,675.00 2.00 $ 9,600.00 16 2..()2 Removal of Curb and Gutter 1900 LF $ 3.00 $ 5700.00 5.00 $ 9,500.00 3.50 $ 6,650.00 10.00 $ 19000.00 17 2..()3 Roadwav Excavation Includina Haul 5,000 CY $ 15.00 $ 75 000.00 12.00 $ 60,000.00 19.00 $ 95,000.00 11.00 $ 55,000.00 2"()3 Unsuitable Foundation Excavation Including 200 CY $ 25.00 $ 5,000.00 18 Haul 17.00 $ 3,400.00 30.00 $ 6,000.00 35.00 $ 7,000.00 19 2..()3 Gravel Borrow Includina Haul 150 TON $ 16.00 $ 2,400.00 17.00 $ 2,550.00 16.00 $ 2,700.00 16.00 $ 2,700.00 20 2-00 Subarade PreDaration 10,000 SY $ 0.75 $ 7 500.00 2.00 $ 20,000.00 1.75 $ 17,500.00 2.70 $ 27,000.00 21 2"()9 Shorina or Extra Excavation Class B 25,500 SF $ 0.40 $ 10,200.00 0.10 $ 2,550.00 0.10 $ 2,550,00 0.10 $ 2 550.00 22 4-04 Crushed Surfacina Base Course 5,700 TON $ 16.50 $ 94,050.00 14.00 $ 79,800.00 15.00 $ 85,500.00 14.00 $ 79,800.00 23 4-04 Crushed Surfacina Too Course 100 TON $ 20.00 $ 2,000.00 19.00 $ 1,900.00 23.00 $ 2,300.00 20.00 $ 2,000.00 24 5-04 HMA CI. B (Modified) 1,200 TON $ 70.00 $ 84,000.00 63.00 $ 75,600.00 65.00 $ 78000.00 63.56 $ 76,296.00 25 5-04 HMA CI. E 2,000 TON $ 70.00 $ 140,000.00 62.25 $ 124,500.00 60.00 $ 120,000.00 63.58 $ 127,160.00 26 5-04 Incidental HMA 80 TON $ 100.00 $ 8,000.00 142.00 $ 11,360.00 165.00 $ 13,200.00 166.00 $ 13,260.00 27 5-04 Planina Bituminous Pavement 650 SY $ 8.00 $ 5,200.00 6.00 $ 3,900.00 7.50 $ 4,875.00 6.00 $ 3,900.00 26 5"()5 Cement Conc. Pavement 40 CY $ 350.00 $ 14,000.00 320.00 $ 12,800.00 375.00 $ 15,000.00 150.00 $ 6,000.00 7"()4 Ductile Iron Pipe, Speciel Class 52, Storm Pipe, 400 LF $ 30.00 $ 12,000.00 29 8 inch Diem. 36.00 $ 14,400.00 40.00 $ 16,000.00 30.00 $ 12,000.00 7"()4 Solid Wall PVC Stonn Sewer Pipe, SDR.35, 8 200 LF $ 26.00 $ 5,200.00 30 inch Diem. 28.00 $ 5,600.00 25.00 $ 5,000.00 25.00 $ 5,000.00 7"()4 Solid Wall PVC Storm Sewer Pipe, SDR-35, 12 430 LF $ 3200 $ 13,760.00 31 inch Diam. 34.00 $ 14,620.00 35.00 $ 15,050.00 40.00 $ 17,200.00 7"()4 Solid Wall PVC Storm Sewer Pipe, SDR-35, 18 1,210 LF $ 63.00 $ 76,230.00 32 inch Diam. 50.00 $ 60,500.00 48.00 $ 58,060.00 65.00 $ 78,650.00 Solid Wall PVC Storm Sewer Pipe, SDR-35, 24 . 7"()4 1,040 LF $ 95.00 $ 98,600.00 33 inch Diam. 82.00 $ 85,280.00 70.00 $ 72,800.00 75.00 $ 76,000.00 34 7"()4 Storm Sewer Television InsDection 3,280 LF $ 1.50 $ 4,920.00 1.00 $ 3,280.00 2.50 $ 8,200.00 2.00 $ 6,560.00 35 7"()5 Catch Basin Tvoe 1 8 EA $ 900.00 $ 7,200.00 800.00 $ 6,400.00 900.00 $ 7,200.00 1,500.00 $ 12,000.00 36 7"()5 Catch Basin Tvoe 1 L 12 EA $ 1,100.00 $ 13,200.00 850.00 $ 10,200.00 1,000.00 $ 12,000.00 1,700.00 $ 20,400.00 37 7"()5 Catch Basin Tvoe 2 - 46 inch Diem. 19 EA $ 2,600.00 $ 53,200.00 2,900.00 $ 55,100.00 3,000.00 $ 57,000.00 3,364.00 $ 63,916.00 38 7"()5 Catch Basin Tvoe 2 - 72 inch Diam. 1 EA $ 5,000.00 $ 5,000.00 5,600.00 $ 5,800.00 15,000.00 $ 15,000.00 5,900.00 $ 5,900.00 39 7"()5 Casina SanitarY Sewer Pioe 1 LS $ 1,500.00 $ 1,500.00 700.00 $ 700.00 2,000.00 $ 2,000.00 3,650.00 $ 3,650.00 40 7"()5 Concrete Inlet 14 EA $ 700.00 $ 9,600.00 650.00 $ 9,100.00 800.00 $ 11200.00 1,100.00 $ 15,400.00 Sheet Subtotal $ 996,265.00 $ 857,210.00 $ 667,530.00 $ 958,787.00 No Tax Applcable SHEET SUBTOTAl $ 996,285.00 $ 857,210.00 $ 867,530.00 $ 958,787.00 2/2612007 (11:01 AM) h:\proj\bidtabs\C421A BT.xls Bid Tabulation: Schedule: Prepared By: Bid Date' C421A, M Street SE Improvements,Contract 06-17 A - Street Improvement ' City of Auburn 2/21107 Engineer's Estimate Construct Co LLC Rodarte Construction Scotty's General 1621 Pease Ave PO Box 1875 31833 Kent Blk Diamond Rd Sumner, WA 98390 Auburn,WA 98071 Auburn, WA 98092 Item No. See. No. Item Description Otv. Unit Unit Price Total Price Unit Price Total Price Unit Price Total Price Unit Price T otat Price 41 7-05 Manhole Rina and Solid Cover 3 EA $ 300.00 $ 900.00 200.00 600.00 300.00 $ 900.00 350.00 $ 1,050.00 42 7-05 Adiust Catch Basin 4 EA $ 300.00 $ 1 200.00 350.00 $ 1,400.00 300.00 $ 1 :200.00 150.00 $ 600.00 43 7-05 Adiust Manhole 13 EA $ 400.00 $ 5 200.00 400.00 $ 5,200.00 300.00 $ 3900.00 500.00 $ 6500.00 44 7-05 Abandon Existina Manhole 22 EA $ 450.00 $ 9 900.00 135.00 $ 2,970.00 200.00 $ 4,400.00 100.00 $ 2,200.00 45 7-05 Connect to Existina Catch Basin 3 EA $ 2000.00 $ 6 000.00 350.00 $ 1,050.00 1,500.00 $ 4,500.00 250.00 $ 750.00 46 7'{)8 PinA Foundation Material 200 TON $ 26.00 $ 5 200.00 20.00 $ 4,000,00 16.00 $ 3,200.00 15.00 $ 3,000.00 47 7.{)8 Imoorted Pine Beddina 2,200 TON $ 22.00 $ 46 400.00 15.00 $ 33,000.00 11.00 $ 24,200.00 16.00 $ 39.600.00 46 7.{)8 Imoorted Pine Trench Backfill 2,500 TON $ 12.00 $ 30 000.00 17.00 $ 42,500.00 7.00 $ 17,500.00 10.00 $ 25,000.00 49 7'{)8 Controlled DenSllv FilIcCOF\ for Trench Backfill 40 CY $ 200.00 $ 6,000.00 62.00 $ 2,460.00 150.00 $ 6,000.00 125.00 $ 5,000.00 50 7.{)8 Controlled Densitv Fm ICOF\ for Filiina Pine 80 CY $ 250.00 $ 20000.00 67.00 $ 6,960.00 150.00 $ 12,000.00 85.00 $ 6,800.00 51 7-12 Adiust Valve Box 25 EA $ 300.00 $ 7 500.00 85.00 $ 2,125.00 200.00 $ 5,000.00 175.00 $ 4,375.00 52 7-14 Resettin!l Existina Hvdrant 6 EA $ 600.00 $ 3 600.00 950.00 $ 5,700.00 1,500.00 $ 9,000.00 1,100.00 $ 6,600.00 53 7-18 Side Sewer Reconstruction 250 LF $ 40.00 $ 10000,00 15.00 $ 3,750.00 65.00 $ 16,250.00 36.00 $ 9500.00 54 8-01 SeedlM- FertilizinO:- and Mulching - 550 SY $ 1.00 $ 550.00 3.00 $ 1,650.00 1.75 $ 962.50 3.20 $ 1,760.00 55 8-02 ToosoII Tvoe A 250 CY $ 35.00 $ 8750.00 31.00 $ 7,750.00 45.00 $ 11250.00 36.00 $ 9000.00 56 8-02 Lawn Sod 140 SY $ 15.00 $ 2100.00 3.75 $ 525.00 5.00 $ 700.00 2.00 $ 260.00 57 8-04 Cement Cone. Traffic Curb and Gutter 4390 LF $ 12.00 $ 52660,00 7,90 $ 34,661.00 17.00 $ 74,630.00 7.90 $ 34.681.00 58 8-04 Extruded Cement Conerete Curb Tvoe 6 30 LF $ 15.00 $ 450.00 28.00 $ 640.00 22,00 $ 660.00 24.75' $ 742.50 8-06 Industrial and Commercial Driveway Apron 115 SY $ 50.00 $ 5,750.00 59 /Modified) 54;00 $ 6,210.00 70.00 $ 8,050.00 46.00 $ 5,520.00 60 8-09 Raised Pavement Marker Tvoe2 50 EA $ 3.00 $ 150.00 5.00 $ 250.00 5.50 $ 275.00 5.40 $ 270.00 61 8-13 Monument Tvoe B (Modified\ 6 EA $ 400.00 $ 3200,00 120.00 $ 960.00 450.00 $ 3,600.00 600.00 $ 4,800.00 62 8-14 Cement Conc. Sidewalk 770 SY $ 50.00 $ 38500.00 31.35 $ 24139.50 45.00 $ 34,650.00 39.50 $ 30,415.00 63 8-14 Ramo Detectable Warning Retrofit 8 SF $ 100.00 $ 600.00 75.00 $ 600.00 80.00 $ 640.00 600.00 $ 4,600.00 64 8-18 Tvne I Mailbox Suooort 4 EA $ 400.00 $ 1 600.00 250.00 $ 1,000.00 300.00 $ 1 200.00 125.00 $ 500.00 65 8-18 Tvoe II Mailbox Suooort 1 EA $ 600.00 $ 600,00 280.00 $ 260.00 500.00 $ 500.00 250.00 $ 250.00 66 8-18 Relocate TvM IV N.D.C.B.U. ImaHboxeS) 9 EA $ 800.00 $ 7200.00 70,00 $ 630.00 450.00 $ 4,050.00 500.00 $ 4,500.00 67 8-20 Adiust Junction Box 2 EA $ 300.00 $ 600.00 65.00 $ 170.00 300.00 $ 600.00 150.00 $ 300.00 68 8-21 Pennanent Sianina 1 LS $ 13 000.00 $ 13000.00 5,000.00 $ 5,000.00 8,000.00 $ 8 000.00 13,904.00 $ 13,904.00 69 8-21 ReloCate Penn anent Traffic Sign and Post 24 EA $ 175.00 $ 4,200.00 80.00 $ 1,920.00 250.00 $ 6,000.00 125.00 $ 3000.00 70 8-22 Paint LineI44nch wide) 1700 LF $ 0.20 $ 340.00 0.32 $ 544.00 0.25 $ 425.00 0.36 $ 646.00 71 8-22 Painted Wide Una 16-inch wide \ 3,800 LF $ 0.50 $ 1 900.00 0.32 $ 1,216.00 0.25 $ 950.00 0.38 $ 1,444.00 72 8-22 Plastic Crosswalk Line 124-inch wide) 1090 LF $ 4.00 $ 4360.00 3.75 $ 4,067,50 4.00 $ 4,360.00 4.50 $ 4,905.00 73 8-22 Plastic Stoo Bar 124-inch wide) 230 LF $ 4.00 $ 920.00 3.75 $ 862.50 4.00 $ 920.00 4.60 $ 1 058.00 74 8-22 Plastic Traffic Letter 6 EA $ 25.00 $ 200.00 40.00 $ 320.00 25.00 $ 200.00 69.00 $ 552.00 75 8-22 Painted Bicvcle Lane Svrnbol 13 EA $ 90.00 $ 1170.00 40.00 $ 520.00 40.00 $ 520.00 50.00 $ 650.00 76 8-22 Plastic SDeed Bumo Svrnbol 2 EA $ 90,00 $ 160.00 100.00 $ 200.00 80.00 $ . 160.00 160.00 $ 320.00 77 8-23 Tem-oOrarv Pavement Marldng 6600 LF $ 0.20 $ 1 360.00 0.03 $ 204.00 0.35 $ 2,380.00 0.30 $ 2040.00 78 8-30 Decorative Asohalt Surfacina 323 SF $ 15.00 $ 4845.00 36.00 $ 12,274.00 15.00 $ 4,845.00 5.00 $ 1,615.00 $ 1,307,590.00 $ $ 1,075,778.50 $ 1,146,107.50 $ 1,197,714.50 Schedule Subtotal No Tax A &cable SCHEDULE TOTAL $ 1,307,590.00 1,075,778.50 $ 1,146,107.50 $ 1.197,714.50 2 2/2612007 (11:01 AM) h:\proj\bidtabs\C421A BT.xls Bid Tabulation: Schedule: Prepared By: Bid Date" C421, M Street SE Improvements, Contract 06-17 A. Street Improvement City of Auburn 2/21107 " Westwater Construction ICON Materials RW Scott Construction Dennis Craig Construction 16209SE 173rd PI PO Box 88050 4005 West Valley Hwy N. Ste A PO Box 595 Renton, WA 98058 Tukwlla, WA 98138 Auburn,WA 98001 Redmond WA 98073 item No. See. No. IbIm DescriDlion Qty. Unit Unit Price Total Price Unit Price Total Price Unit Price T otai Price Unit Price Total Price 1 1-04 Minor Changes 1 Est. 15,000.00 $ 15.000.00 15,000.00 $ 15,000.00 15,000.00 $ 15,000.00 15,000.00 $ 15.000.00 2 1-05 One YearWamlritv Bond 1 LS 1,000.00 $ 1,000.00 2,500.00 $ 2,500.00 5,000.00 $ 5000.00 4.500.00 $ 4,500.00 3 1~7 Control 1 Est. 10,000.00 $ 10,000.00 10,000.00 $ 10,000.00 10,000.00 $ 10,000.00 10,000.00 $ 10 000.00 4 1~7 SPCC Plan 1 LS 1,500.00 $ 1,500.00 1,000.00 $ 1,000.00 1,500.00 $ 1,500.00 350.00 $ 350.00 5 1~7 I Uliilv Potholing 46 EA 200.00 $ 9,600.00 180.00 $ 6,640.00 250.00 $ 12,000.00 196.40 $ 9,427.20 6 Hl9 Mobllzation 1 LS 115,000.00 $ 115,000.00 97.670.00 $ 97,670.00 160,895,00 $ 180,895.00 16,991.00 $ 16991.00 7 1-09 Construction Site Sign(s) 2 EA 500.00 $ 1,000.00 500.00 $ 1,000.00 500.00 $ 1,000.00 750.00 $ 1,500.00 6 1-10 Traffic Control sUDervisor 1 LS 10,000.00 $ 10,000.00 39,900.00 $ . 39,900.00 10,000.00 $ 10,000.00 . 47,000.00 $ 47,000.00 9 1-10 hour) 960 HR 55,00 $ 52,600.00 47.00 $ 45,120.00 40.00 $ 38,400.00 43.00 $ 41.280.00 10 1-10 Portable Chan<l8able Messaae SKIn 60 DAY 100.00 $ 6,000.00 63.50 $ 3,810.00 55.00 $ 3,300.00 19.50 $ 1,170.00 11 2~1 Road$lde Cleanup 1 LS 500.00 $ 500.00 4,000.00 $ 4,000.00 16,000.00 $ 18,000.00 10,811.00 $ 10,611.00 12 2-02 Removal of Structure and Obstruction 1 LS 1,500.00 $ 1,500.00 6,200.00 $ 6,200.00 4,500.00 $ 4,500.00 3,931.00 $ 3.931.00 13 2~2 Remove and Reset Fence 35 LF 10.00 $ 350.00 19.00 $ 665.00 15.00 $ 525.00 55.00 $ 1.925.00 14 2~2 Pavement 5000 SF 0.50 $ 2,500.00 1.50 $ 7,500.00 1.20 $ 6,000.00 1.55 $ 7750.00 15 2~2 Removal of Sidewalk 4900 SF 1.00 $ 4,900.00 1.50 $ 7,350.00 0.70 $ 3,430.00 1.25 S 6 125.00 16 2~2 Removal of Curb and Gutter 1900 LF 2.00 $ 3,800.00 4.00 $ 7,600.00 4.00 $ 7,600.00 3.85 $ 7315.00 17 2~3 Roadwav Excavation Including Haul 5000 CY 16.00 $ 60.000.00 17.00 $ 65,000.00 13.70 $ 68,500.00 23.20 $ 116000.00 Unsuitable Foundation Excavation 18 2-03 Includino Haul 200 CY 20.00 $ 4,000.00 16.00 $ 3,200.00 4.70 $ 940.00 25.75 $ 5 150.00 19 2-03 Gravel Borrow Including Haul 150 TON 12.00 $ 1,600.00 27.00 $ 4,050.00 10.00 $ 1,500.00 29.60 $ 4440.00 20 2-06 siiiiQrade Preparation 10000 SY 2.00 $ 20,000.00 1.00 $ 10,000.00 2.25 $ 22,500.00 1.15 $ 11.500.00 21 2~9 Shoring or Extra Excavation Class B 25500 SF 0.25 $ 6,375,00 0.40 $ 10,200.00 0.80 $ 20,400.00 0.75 $ 19,125.00 22 4-04 Crushed Surfacing Base Course 5700 TON 15.00 $ 65,500.00 14.00 $ 79,800.00 14.00 $ 79,800.00 22.65 $ 130.245.00 23 4-04 Crushed Surfacina r op Course 100 TON 15.00 $ 1 ,500.00 37.00 $ 3,700.00 18.00 $ 1,800.00 36.50 $ 3,850.00 24 5-04 HMA CI. B (Modified) 1200 TON 63.00 $ 75,600.00 63.00 $ 75,600.00 63.90 $ 76,680.00 66.75 $ 80,100.00 25 5-04 HMA CI. E 2000 TON 63.00 $ 126,000.00 62.00 $ 124,000.00 63.90 $ 127,800.00 64.60 $ 129,200.00 26 5-04 Incidental HMA 60 TON 175.00 $ 14,000.00 142.00 $ 11,360.00 150.00 $ 12,000.00 117.60 $ 9 408.00 27 5-04 Planing Bituminous Pavement 650 SY 6.00 $ 5,200,00 6.00 $ 5,200.00 10.00 $ 6,500,00 8.00 $ 5200.00 28 5-05 Cement Conc. Pavement 40 cy 250.00 $ 10,000.00 310.00 $ 12,400.00 525,00 $ 21,000.00 420.25 $ 16,810.00 Ductile Iron Pipe, Special Class 52, 29 7~4 Storm Pipe, 8 inch Dlam. 400 LF 60.00 $ 24,000.00 58.00 $ 23,200.00 73.00 $ 29 200.00 91.90 $ 36 760.00 Solid WaD PVC Storm $ewer Pipe, SDR- 30 7-04 35, 8 inch Dlam. 200 LF 55.00 $ 11,000.00 32.00 $ 6,400.00 65.00 $ 13.000.00 88.75 $ 17750.00 Solid Wall PVC Storm Sewer Pipe, SDR- 31 7-04 35,12 inch Dlam. 430 LF 70.00 $ 30,100,00 57.00 $ 24,510.00 65.00 $ 27,950.00 90.50 $ 36,915.00 Solid WaD PVC Storm Sewer Pipe, SDR- 32 7~4 35,18 inch Diem. . 1210 LF 75.00 $ 90,750.00 62.00 $ 75,020.00 64.00 $ 77,440.00 97.60 $ 118,096.00 Solid Wall PVC Storm Sewer Pipe. SDR- 33 7~4 35,24 inch Diem. 1040 LF 100.00 $ 104,000.00 69.00 $ 71,760.00 66.90 $ 92,456.00 130.25 $ 135 460.00 34 7~4 Storm Sewer Teievision Inspection 3280 LF 2.00 $ 6,560.00 4.10 $ 13.448.00 1,00 $ 3,280.00 2.25 $ 7,380.00 35 7~5 Catch Basin Type 1 8 EA 600.00 $ 4,800.00 925.00 $ 7,400.00 650.00 $ 6 800.00 1,365.00 $ 10,920.00 36 7~5 Catch Basin T VIle 1 L 12 EA 900.00 $ 1 0,600.00 1,300.00 $ 15,600.00 1,100.00 $ 13,200.00 1,746.00 $ 20,952.00 37 7-05 Catch Basin Type 2 - 46 inch Diem. 19 EA 2,000.00 $ 38,000.00 2,600.00 $ 49,400.00 3,650.00 $ 73,150.00 4,120.00 $ 78,280:00 38 7~5 Catch Basin Type 2 - 72 inch Dlam. 1 EA 6,000.00 $ 6000.00 5,500.00 $ 5,500.00 7,500.00 $ 7,500.00 10,250.00 $ 10.250.00 39 7~5 Casino Sanitarv Sewer Pipe 1 LS 3,000.00 $ 3,000.00 3,700.00 $ 3,700.00 750.00 $ 750.00 5 326.00 $ 5 326.00 40 7~5 Concrete Inlet 14 EA 550.00 $ 7,700.00 620.00 $ 8,660.00 600.00 $ 8.400.00 681.00 $ 9,534.00 Sheet Subtotal $ 1,002,135.00 $ 987,083.00 $ 1,109,696.00 $ 1,205,726.20 No Tax App&cable SHEET SUBTOTAL $ 1 ,002,135.00 $ 987,083.00 $ 1,109,616.00 $ 1,205,72020 2/2612007 (11:01 AM) h:\proj1bidtabs'C421A BT.xIs 3 Bid Tabulation: Schedule: Prepared By: Bid Date. C421, M Street SE Improvements, Contract 06-17 A - Street Improvement City of Auburn 2/21107 Westwater Construction ICON MaterialS RW Scott Construction Dennis Craig Construction 16209 SE 173rd PI PO Box 88050 4005 West Valley Hwy N, Ste A PO Box 595 Renton, WA 98058 Tukwlla. WA 98138 Auburn,WA 98001 Redmond. WA 98073 ltemNo. Sec. No. Item Description Qw. Unit Unit Price Total Price Unit Price Total Price Unit Price Total Price Unit PrI';' Total Price 41 7-05 Manhol8 Rin!:I and Sold Cover 3 EA 250.00 $ 750.00 230.00 $ 690.00 500.00 $ 1.500.00 580.00 $ 1,740.00 42 7-05 Adlust Catch Basin 4 EA 350.00 $ 1 400.00 490.00 $ 1 960.00 500.00 $ 2 000.00 165.90 $ 663.60 43 7-05 Adiust Manhole 13 EA 350.00 $ 4,550.00 580.00 $ 7,540.00 700.00 $ 9,100.00 215.00 $ 2 795.00 44 7-05 Abandon EilSiIna Manhole 22 EA 500.00 $ 11.000.00 590.00 $ 12980.00 600.00 $ 13,200.00 363.00 S 7.986.00 45 7-05 Connect to Exis\inQ Catch Basin 3 EA 400.00 $ 1,200.00 2,900.00 $ 6,700.00 750.00 $ 2,250.00 863.00 $ 2,589.00 46 7-08 Pipe Foundation Material 200 TON 20.00 $ 4,000.00 31.00 $ 6,200.00 8.00 $ 1,600.00 13.95 $ 2 790.00 47 7-08 Imported PiPe Bedding 2200 TON 22.00 $ 46,400.00 26.00 $ 57,200.00 12.00 $ 26,400.00 13.95 $ 30 690.00 46 7-08 Imported Pipe Trench Backfill 2500 TON 20.00 $ 50,000.00 1-9.00 $ 47,500.00 16.60 $ 41,500.00 11.30 $ 28;250.00 49 7-08 Backfiil 40 CY 75.00 $ 3,000.00 66.00 $ 3,440.00 150.00 $ 6,000.00 102.00 S 4 080.00 50 7-08 [Pille 80 CY 250.00 $ 20,000.00 200.00 $ 16,000.00 150.00 $ 12,000.00 115:00 $ 9,200.00 51 7-12 Adjust Valve Box 25 EA 250.00 $ 6,250.00 290.00 $ 7,250.00 250.00 $ 6,250.00 197.80 S 4,945.00 52 7-14 Resetting ExistinQ Hydrant 6 EA 600.00 $ 4.800.00 1,100.00 $ 6,600.00 1,800.00 $ 10,800.00 1.510.00 $ 9060.00 53 7-18 Side Sewer ReconstructiOn 250 LF 75.00 $ 18,750.00 65.00 $ 21,250.00 60.00 $ 15000.00 91.60 $ 22.900.00 54 8-01 SeedinQ, FertllizinQ, and Mulching 550 SY 1.00 $ 550.00 1.00 $ 550.00 5.00 $ 2 750.00 4.30 $ 2 365.00 55 8-02 ToosoH fWe A 250 CY 50.00 $ 12,500.00 26.00 $ 7,000.00 50.00 $ 12.500.00 43.50 $ 10875.00 56 8-02 Lawn Sod 140 SY 10.00 $ 1,400.00 6.50 $ 910.00 10.00 $ 1,400.00 17.60 S 2 464.00 57 8-04 Cement Cone. Traffic Curb and Gutter 4390 LF 18.00 $ 79,020.00 11.00 $ 48,290,00 11.70 $ 51 363.00 11.30 $ 49 607.00 58 8-04 Extruded Cement Concrete'Curb iVPe 6 30 LF 10.00 $ 300.00 20.00 $ 600.00 25.00 $ 750.00 21.30 $ 639.00 Industrial and Commercial Driveway 59 8-06 Apron (Mo<Iified) 115 SY 125,00 $ 14,375.00 100.00 $ 11,500.00 105.00 $ 12,075.00 78.95 $ 9,079.25 60 &-09 Raised Pavement Marker Type 2 50 EA 5.00 $ 250.00 5.20 $ 260.00 5.50 $ 275.00 5.60 S 280.00 61 8-13 Monument Type B (Modified) 6 EA 450.00 $ 3,600.00 390.00 $ 3,120,00 300.00 $ 2,400.00 895.00 $ 7,160.00 62 8-14 Cement Cone. Sidewalk 770 SY 50.00 $ 38,500.00 69.00 $ 68,530.00 69.90 $ 69,223.00 49.55 $ 38 153.50 63 8-14 Ramp Detectable WaminQ Retrofit 8 SF 60.00 $ 460.00 52.00 $ 416.00 70.00 $ 560.00 50.00 $ 400.00 64 8-18 Type I Mailbox Support 4 EA 300.00 $ 1 ,200.00 275.00 $ 1,100.00 600.00 $ 2,400.00 635.00 $ 2540.00 65 8-18 Tvii&1I Mailbox Support 1 EA 500.00 $ 500.00 460.00 $ 460.00 800.00 $ 800.00 750.00 $ 750.00 66 8-18 Relocate type IV N.D.C.B.U. (mailboxes) 9 EA 400.00 $ 3,600.00 120.00 $ 1,060.00 400.00 $ 3800.00 695.00 $ 6,255.00 67 8-20 Adiust Junction Box 2 EA 100.00 $ 200.00 333.00 $ 666.00 750.00 $ 1,500.00 650.00 $ 1.300.00 66 8-21 Permanent SlQiiiiii:I 1 LS 10,000.00 $ 10,000.00 7,100.00 $ 7,100.00 12,000.00 $ 12000.00 14,199.00 $ 14199.00 Relocate Permanent Trafllc Sign and . 69 8-21 Post 24 EA 150.00 $ 3,600.00 260.00 $ 6,240.00 400.00 $ 9.600.00 173_50 $ 4,164.00 70 8-22 Paint Line (4-inch wide) 1700 LF 0.50 $ 850.00 0.30 $ 510.00 0.37 $ 629.00 0.30 $ 510.00 71 8-22 Painted Wide Line (6-inch wide) 3600 LF 0.75 $ 2,850.00 0.30 $ 1,140.00 0.37 $ 1,406.00 0.30 $ 1140.00 72 8-22 Plastic Crosswalk Line (24-inch wide) 1090 LF 4.00 $ 4,360.00 4.10 $ 4469.00 4.50 $ 4905.00 4.40 $ 4796.00 73 8-22 PJaslic Stop Bar (24-inch widel 230 LF 5.00 $ 1,150.00 4.10 $ 943.00 4.70 $ 1,081.00 4.40 $ 1012.00 74 8-22 Plastic Traffic Letter 6 EA 60.00 $ 460.00 23.00 $ 184.00 70.00 $ 560.00 24.65 $ 197.20 75 8-22 Painted Bicycle Lane Svmbol 13 EA 75.00 $ 975.00 37.00 $ 461.00 50.00 $ 650.00 39.20 $ 509.60 76 8-22 Plastic Speed Bump Svi11bol 2 EA 75.00 $ 150.00 80.00 $ 160.00 170.00 $ 340.00 84.00 $ 166.00 77 8-23 Temporarv Pavement Markina 6600 LF 0.10 $ 660.00 0.10 $ 660.00 0.07 $ 476.00 0,15 $ 1,020,00 78 6-30 Decorative Asphalt Surfacing 323 SF 15.00 $ 4,845.00 16.00 $ 5,814.00 15.00 $ 4,845.00 14..85 $ 4,796.55 $ 1,362,650.00 $ 1,356,616.00 $ 1,455,384.00 $ 1.497,794.90 $ 1,497.794.90 Schedule Subtotal No Tax A licable SCHEDULE TOTAL $ 1,362,650.00 $ 1,356.616.00 $ 1,455,384.00 4 2fl612007 (11:01 AM) h:\proj\bidlabs'C421A BT.xls . Bid Tabulation: Schedule: Prepared By: Bid Date- - Gary Merlino Constructlon 912510th Ave 5 Seattle, WA 98108 Item No. See. No. Item DlIScrlDtlon Qty. Unit Unit Price Total Price 1 1~ Minor Changes 1 Est. 15,000.00 $ 15,000.00 2 1-05 One Year Warrantv Bond 1 LS 500.00 $ 500.00 3 HI7 Temporarv Water pollutlonlEroslon Control 1 Est. 10,000.00 $ 10,000.00 4 1-07 SPCC Plan 1 LS 500.00 $ 500.00 5 1-07 .UtiIiI:v Potholing 46 EA 750.00 $ 36,000.00 6 1-09 Mobilization 1 LS 150 000.00 $ 150,000.00 7 1-09 Construction Site SlOn(Sl 2 EA 600.00 $ 1,600.00 6 1-10 Traffic Control Supervisor 1 LS 5,000.00 $ 5,000.00 9 1-10 Traffic Control LaborrMin. Bid $29 per hour) 960 HR 45.00 $ 43,200.00 10 1-10 Portable Changeable Message Sian 60 DAY 100.00 $ 6,000,00 11 2-01 Roadside Cleanup 1 LS 5,000.00 $ 5,000.00 12 2-02 Removal of Structure and Obstruction 1 LS 40,000.00 $ 40,000.00 13 2-02 Remove and Reset Fence 35 LF 20.00 $ 700.00 14 2-02 Removal of Concrete or Asphalt Pavement 5000 SF 3.00 $ 15,000.00 15 2-02 Removal of Sidewalk 4900 SF 3.00 $ 14,700.00 16 2-02 Removal of Curb and Gutter 1900 LF 5.00 $ 9,500.00 17 2-03 Roadwav Excavation Includina Haul 5000 CY 36.00 $ 190,000.00 Unsullable Foundation Excavation Including 18 2-03 Haul 200 CY 20.00 $ 4,000.00 19 2-03 Gravel Borrow IncludliiQ Haul 150 TON 22.00 $ 3,300.00 20 2..06 Subgrade Preparation 10000 SY 2.00 $ 20,000.00 21 2-09 Shorlna or Extra Excavation Class B 25500 SF 0.50 $ 12,750.00 22 4-04 Crushed SurfacmoBase Course 5700 TON 18.00 $ 102,600.00 23 4-04 Crushed Surfacina Top Course 100 TON 30.00 $ 3,000.00 24 5-04 HMA CI. B (Modified) 1200 TON 65.00 $ 78,000.00 25 5-04 HMA CI. E 2000 TON 65.00 $ 130,000.00 26 5-04 Incidental HMA 80 TON 185.00 $ 14,800.00 27 5-04 Planino Bituminous Pavement 650 SY 6.00 $ 5,200.00 28 5-05 Cement Conc. Pavement 40 CY 350.00 $ 14,000.00 DuctIe Iron Pipe, Speciel Class 52, Stonn Pipe, 29 7~ 8 inch Diem. 400 LF 60.00 $ 24000.00 Solid Wal PVC Stonn Sewer Pipe, SDR-35, 8 30 7~ inch Diem. 200 LF 50.00 $ 10,000.00 Solid Wan PVC Stonn Sewer Pipe, SDR-35, 12 31 7~ inch Diam. 430 LF 55.00 $ 23.650.00 Solid Wan PVC Stonn S_er Pipe, SDR-35, 18 32 7~ inch Diam. 1210 LF 62.00 $ 75,020.00 Solid Wan PVC Stonn Sewer Pipe, SDR-35, 24 33 7~ inch Diam. 1040 LF 95.00 $ 98,800.00 34 7~ Stann Sewer Television Inspection 3260 LF 3.00 $ 9,840.00 35 7-05 Catch Basin Tvp 1 6 EA 1,300.00 $ 10,400.00 36 7-05 Catch Basin TIP 1L 12 EA 1,500.00 $ 16000.00 37 7-05 Catch Basin T ID 2 -48 inch Diam. 19 EA 3,200.00 $ 60,800.00 36 7-05 Catch Basil T IP 2 - 72 inch Diem. 1 EA 11,000.00 $ 11,000.00 39 7-05 Casing Sanlla V Sewer Pipe 1 LS 2500.00 $ 2,500.00 40 7-05 Concrete Inlet 14 EA 1,300.00 $ 18,200.00 C421A, M street SE Improvements,Contract 06-17 A. Street Improvement City of Auburn 2/21/07 $ 1,292,560.00 Sheet SublDtal No Tax Applicable SHEET SUBTOTAL 2/2612007 (11:01 AM) h:\proj\bid1abs\C421 A BT.x1s $ 1,292,560.00 5 Bid Tabulation: Schedule: Prepared By: Bid Date" C421A, M Street SE Improvements,Contract 06-17 A. Street Improvement City of Auburn 2/21107 " Gary Merlino Construction 912510th Ave 5 Seattle, WA 98108 Item No. See. No. Item Desc:rlDtlon Qtv. Unit Unit Price Total Price 41 7-05 Manhole Rina and Solid Cover 3 EA 500.00 $ 1 ,500.00 42 7-05 Adiust Catch Basin 4 EA 400.00 $ 1,600.00 43 7-05 Adiust Manhole 13 EA 400.00 $ 5,200.00 44 7-05 Abandon Exism!l Manhole 22 EA 400.00 $ 8.600.00 45 7-45 Connect to Existina Catch Basin 3 EA 500.00 $ 1,500.00 46 7-48 Pioe Foundation Material 200 TON 42.00 $ 8,400.00 47 7-08 Imoorted Pipe Beddin!! 2200 TON 21.00 $ 46,200.00 48 7-08 Imported Pipe Trench BackfiH 2500 TON 21.00 $ 52,500.00 49 7-48 Controlled Densitv FiR (CDF) for Trench Backfill 40 CY 100.00 $ 4,000.00 50 7-08 Controlled Densitv FiR (CDF) for Fillirm Pipe 80 CY 350.00 $ 26,000.00 51 7-12 Adiust Valve Box 25 EA 400.00 $ 10,000,00 52 7-14 Resetlin!l Existina Hydrant 6 EA 2,500.00 $ 15,000.00 53 7-18 SIde Sewer Reconstruction 250 LF 70.00 $ 17 500.00 54 8-01 Seedinll, Fertilizin!!. and Mulchina 550 SY 1.50 $ 825.00 55 8-02 TopsollTvDeA 250 CY 40.00 $ 10,000.00 56 8-02 Lawn Sod 140 SY 15.00 $ 2100.00 57 8-04 Cement Cone. Trafllc Curb and Gutter 4390 LF 23.00 $ 100970.00 58 8-04 Ex\nJded Cement Concrete Curb Tvoe 6 30 LF 25.00 $ 750.00 Industrial and Commercial Driveway Apron 59 8-06 I !Modified) 115 SY 80.00 $ 9 200.00 60 8-09 Raised Pavement Marl<<lr Tvoe 2 50 EA 6.00 $ 300.00 61 8-13 Monument Tvoe B (ModlfiedT 6 EA 400.00 $ 3,200.00 62 8-14 Cement Cone. Sidewalk 770 SY 40.00 $ 30.600.00 63 8-14 Ramp Detectable Warning Retrofit 6 SF 70.00 $ 560.00 64 8-18 Tvoe I Mailbox Support 4 EA 300.00 $ 1,200.00 65 8-18 Tvoe II Mailbox SUDDOrt 1 EA 500.00 $ 500.00 66 8-18 RelDcate Tvoe IV N.D.C.B.U. (mailboxes) 9 EA 600.00 $ 5,400.00 67 8-20 Adiust Junction Box 2 EA 400.00 $ 800.00 68 8-21 Pennanenl SiQninll 1 LS 10.000.00 $ 10.000.00 69 8-21 ReIocal8 Pennanenl TrafIlc SiQn and Post 24 EA 150.00 $ 3,600.00 70 8-22 Paint U1e (441ch widf)) 1700 LF 0.30 $ 510.00 71 8-22 Painted Wide Line (6-lnc;h wide) 3800 LF 0.30 $ 1 140.00 72 8-22 Plastic Crosswalk U1e (24-inch wide) 1090 LF 5.00 $ 5,450,00 73 8-22 Plastic Stop Bar (24-inch wider 230 LF 5.00 $ 1,150.00 74 8-22 Plastic TrafIlc Letter 6 EA 25.00 $ 200.00 75 8-22 Painted BicvcIe Lane Symbol 13 EA 40.00 $ 520.00 76 8-22 Plastic Speed Bump SYmbol 2 EA 100.00 $ 200.00 77 8-23 Temporarv Pavement Marldna 6600 LF 0.25 $ 1,700.00 76 8-30 Decorative Asphalt Surfacing 323 SF 15.00 $ 4,645.00 Schedule SubtOlal No Tax Applicable SCHEDULE TOTAL $ 1.688.660.00 $ 1,688.680.00 2/2612007 (11:01 AM) h:\proj\bidtabs\C421A BT.xls 6 BID TABULATION SCHEDULE SUMMARY Project Name: Schedule No.: C421A, M Street SE Improvements A. Street Improvement Prepared by: Bid Date: City of Auburn 2/21/07 ENGINEERS ESTlMA TE: AVERAGE BID AMOUNT: BID SPREAD AMOUNT: $ 1,307,590.00 $ 1,347,590.68 $ 612,901.50 BID Amount Spread $ Spread % $ 1,075,778.50 $ 1,146,107.50 $ (231,811.50) $ (161,482.50) -17.73%. -12.35% LOW BIDDER: Second Bidder: Construct Co LLC Rodarte Construction Construct Co LLC Rodarte Construction Scotty's General Westwater Construction ICON Materials RW Scott Construction Dennis Craig Construction Gary Merlino Construction 2/26/2007 (11:01 AM) h:\proj\bidtabs\C421A BT.x1s Basic BID (No Tax Applicable) $ 1,075,778.50 $ 1,146,107.50 $ 1,197,714.50 $ .1,362,650.00 $ 1,356,616.00 $ 1,455,384.00 $ 1,497,794.90 $ 1,688,680.00 7 Bid Tabulation: Schedule: Prepared By: Bid Date" C421A, M Street SE Improvements, Contract 06-17 B . Water System Improvement City of Auburn 02121/07 . Engineer's Estimate Construct Co LLC Rodarte Construction Scotty's General 1621 Pease Ave PO Box 1675 31833 Kent Blk Diamond Rd . Sumner, WA 96390 Auburn, WA 98071 Auburn WA 98092 Item No. See. No. Item l)escrlptlon CW. Unit Unit Price Total Price Unit Price Total Price Unit Price Total Price Unit Price Total Price 79 1-C4 Minor Chanaes 1 Est. S 5 000.00 $ 5 000.00 5.000.00 $ 5,000.00 5,000.00 $ 5 000.00 5 000.00 $ 5,000.00 80 Hl5 One Year warraliiV Bond - 1 LS $ 1 000.00 $ 1 000.00 250.00 $ 250.00 100.00 $ 100.00 1,000.00 $ 1 000.00 81 1~7 UtiBtv PolholinG 3 EA $ 350.00 $ 1 050.00 160.00 $ 460.00 100.00 $ 300.00 50.00 $ 150.00 82 1-09 MobilizatiOn 1 LS $ 4000.00 $ 4.000.00 4,800.00 $ 4,800.00 5,000.00 $ 5 000.00 2,500.00 $ 2,500.00 83 1-10 Traffic Control Labor 40 HR $ 35.00 $ 1 400.00 37.00 $ 1,460.00 30.00 $ 1 200;00 38.00 $ 1,520.00 64 4-04 Cl\Jshed Surfacino Ton Course 20 TON $ 20.00 $ 400.00 19.00 $ 360.00 35.00 $ 700.00 35.00 $ 700.00 85 5-04 Incidental HMA 10 TON $ 100.00 $ 1 000.00 142.00 $ 1,420.00 175.00 $ 1,750.00 166.00 $ 1,660.00 86 7~8 Imnnrted pinA Beddina 125 TON $ 22.00 $ 2750.00 15.00 $ 1,675.00 16.00 $ 2,000.00 20.00' $ 2,500.00 87 7~8 Select Pine Trench BackfiU 70 TON $ 22.00 $ 1 540.00 19.00 $ 1,330.00 16.00 $ 1,120.00 18.00 $ 1 260.00 88 7~8 ImnnrtAd pinA Trench BackfiU 60 TON $ 12.00 $ 720.00 17.00 $ 1,020.00 10.00 $ 600.00 16.00 $ 1,060.00 69 7-09 Connect to Existirio Water Main 3 EA $ 1 500.00 $ 4.500,00 2,200.00 $ 6,600.00 1,500.00 $ 4,500.00 5,000.00 $ 15,000.00 7-09 Special Class 52 Ductile Iron Pipe for Water 40 LF $ 40.00 $ 1,600.00 90 Main 8 inch Diem, 46.00 $ 1,640.00 80.00 $ 3200.00 30.00 $ 1,200.00 7-09 Special Class 52 Ductile Iron Pipe for Water 320 LF $ 50.00 $ 16,000.00 91 Main 12 inch Diem. . 48.00 $ 15,360.00 50,00 $ 16000.00 38.00 $ 12,160.00 7-09 Removal and Replacement of Unsuitable 20 CY $ 45.00 $ 900.00 92 Material 40.00 $ 600.00 50.00 $ 1,000.00 40.00 $ 800.00 93 7-09 Shoriii!:l or Extra Excavation Trench 1950 SF $ 0.40 $ 760.00 0.25 $ 487.50 0.10 $ 195.00 0.20 $ 390.00 94 7-12 Gate Valve 8 inch Diem. 1 EA $ 900.00 $ 900.00 600.00 $ 800.00 1,000.00 $ 1 000.00 850.00 $ 850.00 95 7-12 Gate Valve 12 inch Diem. 1 EA $ 1 100.00 $ 1 100.00 1,100.00 $ 1,100.00 1,500.00 $ 1,500.00 2,500.00 $ 2,500.00 96 8-01 Seedina, FertilizinG. and MulchinG 125 SY $ 1.00 $ 125.00 3.00 $ 375.00 2.00 $ 250.00 4.00 $ 500.00 97 8-02 Tonsoil TvnA A 20 CY $ 35.00 $ 700.00 31.00 $ 620.00 45.00 $ 900.00 50.00 $ 1,000.00 96 8-02 Lawn Sod 40 SY $ 15.00 $ 600.00 3.75 $ 150.00 5.50 $ 220.00 6.00 $ 240.00 99 ~ Reolace Exnosed Aaareaate Drivewav 35 SY $ 50.00 $ 1 750.00 72.00 $ 2,520.00 90.00 $ 3,150.00 66.20 $ 2,317,00 Schedule Subtotal A lied Tax SCHEDULE TOTAL $ $ $ 47,815.00 4207.72 52,022.72 $ $ $ 48,687.50 4,284.50 52,972.00 $ $ $ 49,685.00 4,372.26 54,057 .28 $ $ $ 54,327.00 4,760.78 59,107.76 2126f2007 (11:01 AM) h:\proj\bidlabs'C421A BT.xIs 8 " Westwater Construction ICON Materials RW Scott Construction Dennis Craig Construction 16209 SE 173rd PI PO Box 88050 4005 West Valley Hwy N, Ste A PO Box 595 Renton, WA 98058 Tukwlla WA 98138 Auburn,WA 98001 Redmond, WA 98073 Item No. See. No. bm Description Otv. Unit Unit Price Total Price Unit Price Total Price Unit Price Total Price Unit Price Total Price 79 1~ Minor Ch8naes 1 Est. 5,000.00 $ 5.000.00 5,000.00 $ 5,000.00 5,000.00 $ 5,000.00 5,000.00 $ 5.000.00 80 1.05 One YearWarr8ritVBond 1 LS 250.00 $ 250.00 2 500.00 $ 2,500.00 2,000.00 $ 2 000.00 500.00 $ 500.00 81 1~7 flHiitv PotholinCl 3 EA 200.00 $ 600.00 260.00 $ 780.00 500.00 $ 1.500.00 196.40 $ 589.20 62 1~ Mobilization 1 LS 3,000.00 $ 3 000.00 19,885.00 $ 19,685.00 5,000.00 $ 5000.00 5 100.00 $ 5.100.00 83 1-10 Traffic Control Labor 40 HR 55.00 $ 2,200,00 47.00 $ 1,680.00 40.00 $ 1 600.00 43.00 $ 1,720.00 64 4414 Crushed Surfacing Top Course 20 TON 15.00 $ 300.00 37.00 $ 740.00 20.00 $ 400.00 9.25 $ 185.00 85 5-04 Incidental HMA 10 TON 175.00 $ 1 750.00 190.00 $ 1,900.00 200.00 $ 2 000.00 150.00 $ 1,500.00 66 7~ Imported Pipe Beddmg 125 TON 22.00 $ 2,750.00 26.00 $ 3,250.00 12.00 $ 1,500.00 9.25 $ 1,156.25 87 7~8 Select Pipe Trench Backfil1 70 TON 20.00 $ 1,400.00 19.00 $ 1,330.00 16.60 $ 1 162.00 9.25 $ 647.50 88 7~8 Imported Pipe Trench BackfiR 60 TON 20.00 $ 1,200.00 19.00 $ 1,140.00 16.60 $ 996.00 7.10 $ 426.00 69 7~ Connect to Existing Water Main 3 EA 2,000.00 $ 6,000.00 2,900.00 $ 6,700.00 2,000.00 $ 6,000.00 2,094.00 $ 6,282.00 Special Class 52 Ductlle Iron Pipe for Water 90 7~9 Main 8 inch Diam. 40 LF 55.00 $ 2,200.00 63.00 $ 2,520.00 77.00 $ 3,060.00 68.40 $ 2,736.00 Special Class 52 Ductile Iron Pipe for Water 91 7~ Main 12 inch Diem. 320 LF 60.00 $ 19.200.00 47.00 $ 15,040,00 77.00 $ 24 640.00 68.10 $ 21,792.00 Removal and Replacement of Unsuitable 92 7~ Material 20 CY 20.00 $ 400.00 31,00 $ 620.00 4.70 $ 94.00 46.50 $ 970.00 93 7~ SiiOOna or Extra Excavation Trench 1950 SF 0.30 $ 585.00 0.50 $ 975.00 1.00 $ 1.950.00 0.75 $ 1,462.50 94 7-12 Gate Valve 8 inch Diam. 1 EA 1 000.00 $ 1,000.00 760.00 $ 760.00 1,000.00 $ 1.000.00 1 198.00 $ 1.198.00 95 7-12 Gate Valve 12 inch Diem. 1 EA 1,800.00 $ 1 800.00 1,400.00 $ 1,400.00 1,800.00 $ 1,800.00 2,189.00 $ 2189.00 96 8-01 Seedina, Fertilizina, and Mulchmg 125 SY 1.00 $ 125.00 1.00 $ 125.00 5.00 $ 625.00 4.30 $ 537.50 97 8-02 Topsoil Tvoe A 20 CY 50.00 $ 1,000.00 26,00 $ 560.00 40.00 $ 800.00 43.50 $ 870.00 98 8-02 Lawn Sod 40 SY 10.00 $ 400.00 6.50 $ 260.00 20.00 $ 800.00 17.60 $ 704.00 99 8-06 Replace Exposed AOOieQate Drivewav 35 SY 85.00 $ 2,975.00 120.00 $ 4,200.00 110.00 $ 3,850.00 70.75 $ 2,476.25 Bid Tabulation: Schedule: Prepared By: Bid Date" C421A, M Street SE Improvements, Contract 06-17 B - Water system Improvement City of Auburn 2/21107 Schedule Subtotal A lied Tax SCHEDULE TOTAL $ $ S 54,135.00 4,763.66 58,898.68 $ $ $ 73,565.00 6,473.72 80.038.72 $ $ s 65,797.00 5,790.14 71,587.14 2f26f2007 (11:01 AM) h:\proj\bidtabs'C421A BT.xIs $ $ $ 58,041.20 5107.63 63,146.83 9 " Gary Merlino Construction 912510th Ave S Seattle, WA 98108 Item No. See- No. 118m Description Qtv. Unit Unit Price Total Price 79 1-04 Minor ChaIl!l8S 1 Est. 5,000.00 $ 5,000.00 60 1..()5 One Year Warranty Bond 1 LS 100.00 $ 100.00 81 1-07 0tiIitv PothOlina 3 EA 750.00 $ 2,250,00 82 1-09 Mobilization 1 LS 1,000.00 $ 1,000 .00 63 1-10 Traflic Control Labor 40 HR 45.00 $ 1,800.00 64 4-04 Crushed Surfacina Top Course 20 TON 30.00 $ 600.00 85 5-04 Incidental HMA 10 TON 185.00 $ 1,650.00 86 7-08 Imported Pipe BeddlOa 125 TON 21.00 $ 2 625.00 87 7-08 Select Pipe Trench Backfill 70 TON 21.00 $ 1,470.00 88 7-08 Imported Pipe Trench Backfill 60 TON 21.00 $ 1,260.00 69 7-09 Connect to ExistIDa Water Main 3 EA 2,500.00 $ 7,500.00 Special Class 52 Ducble Iron Pipe for Water 90 7-09 Main 8 inch Diam. 40 LF 100.00 $ 4,000.00 Special Class 52 Duclile Iron Pipe for Water 91 7-09 Main 12 inch Diam. 320 LF 60.00 $ 25,600.00 Removal and Replacement of Unsuitable 92 7-09 MatBrial 20 CY 80.00 $ 1,600.00 93 7-09 ShOrin!l or Extra Excavation Trench 1950 SF 0.50 $ 975.00 94 7-12 Gate Valve 8 Inch Diem. 1 EA 1,200.00 $ 1,200.00 95 7-12 Gate Valve 12 inch Diam. 1 EA 2,200.00 $ 2.200.00 96 8-01 Seeding, Fertilizing, and MulchinQ 125 SY 1.50 $ 167.50 97 8-02 ToosoH TvDe A 20 CY 40.00 $ 800.00 98 8-02 Lawn Sod 40 SY 15.00 $ 600,00 99 8-06 Replace Exposed Aaal'8!late Driveway 35 SY 100.00 $ 3,500.00 Bid Tabulation: Schedule: Prepared By: Bid Date" C421A, M street SE Improvements, Contract 06-17 B - Water System Improvement CItY of Auburn 2/21107 Schedule Subto1al Applied Tax SCHEDULE TOTAL 2/2612007 (11:01 AM) h:\proj\bidlabs\C421 A BT.xIs $ $ $ 66.117.50 5,616.34 71,935.64 10 BID TABULATION SCHEDULE SUMMARY Project Name: Schedule No.: C421A, M Street SE Improvements B . Water System Improvement Prepared by: Bid Date: City of Auburn 2121/07 ENGINEERS ESTIMATE: AVERAGE BID AMOUNT: BID SPREAD AMOUNT: $ $ $ 47,815.00 58,794.40 24,877 .50 BID Amount Spread $ Spread % LOW BIDDER: Second Bidder: Construct Co LLC Rodarte Construction $ $ 48,687.50 49,685.00 $ $ 872.50 1,870.00 1.82% 3.91% Construct Co LLC Rodarte Construction Scotty's General Westwater Construction ICON Materials RW Scott Construction Dennis Craig Construction Gary Merlino Construction Basic BID (Tax not Included) $ 48,687.50 $ 49,685.00 $ 54,327.00 $ 54,135.00 $ 73,565.00 $ 65,797.00 $ 58,041.20 $ 66,117.50 Total BID (Tax Included) $ 52,972.00 $ 54,057.28 $ 59,107.78 $ 58,898.88 $ 80,038.72 $ 71,587,14 $ 63,148.83 $ 71,935.84 2/26/2007 (11:01 AM) h:\proj\bidtabs\C421A BT.x1s 11 Project Name: Prepared by: Bid Date: C421A, M Street SE Improvements City of Auburn 2/21/07 BID TABULATION BID TOTALS SUMMARY ENGINEERS ESTIMATE: $ AVERAGE BASIC BID AMOUNT: $ BASIC BID SPREAD AMOUNT: $ 1,355,405,00 1,406,385.08 630,331.50 Basic BID Amount Spread $ Spread % LOW BIDDER: . Second Bidder: Construct Co LLC Rodarte Construction Basic BID (Tax not Included) $ 1,124,466,00 $ 1,195,792.50 $ 1,252,041.50 $ 1,416,785.00 $ 1,430,181.00 $ 1,521,181.00 $ 1,555,836.10 $ 1,754,797.50 Construct Co LLC Rodarte Construction Scotty's General Westwater Construction ICON Materials RW Scott Construction Dennis Craig Construction Gary Merlino Construction 2/26/2007 (11:01 AM) h:\proj\bidtabs\C421A BT.x1s $ $ 1,124,466.00 1,195,792.50 -$230,939.00 -$159,612.50 -17,04% -11.78% Total BID (Tax Included) $ 1,128,750.50 $ 1,200,164.78 $ 1,256,822.28 $ 1,421,548.88 $ 1,436,654.72 $ 1,526,971.14 $ 1,560,943.73 $ 1,760,615.84 12 29TH ST SE 30TH ST SE ./ ."''>j'>-....,,~..... * ;1"'/ CITY OF, -,*ffItN. ~.', :-: · . t#^ - _>1'.'IIH WASHINGTON lil '" z VICINITY MAP PROJECT C421A M ST SE IMPROVEMENTS 31ST Sf SE 'l1Vl PI~ t::IJQ PI PI VlPl ~~ ~, 3>Vl z~ i~ 'l1x ~~ <3> PI_ xz PI]> zC'\ ~!'1 3>3> JQz ~t::I . PROJECT AREA ~ "'ATER MAIN IMPROVEMENT AREA / 3311. n SE lil '" z M PI. SC 3~TH CT SE lil t; D February 07 H,\PROJ\C421A-M-StSE37 -29\Projec tMgf'l t \r'MP Mop.dwg