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01-17-2006 ITEM V-C-1
CITY OF WASHINGTON AGENDA BILL APPROVAL FORM Agenda Subject: Date: Award Contract 05-03 January 4, 2006 Department: Attachments: Budget Impact; Public Works Budget Status Sheet, Bid Tab $ 1,276,888 Summary & Ma Administrative Recommendation: City Council award Contract 05-03, Project Number C1006, 3`d/Cross Street Road Improvements, to Rodarte Construction on their low bid of $1,239,739.75 plus WA state sales tax of $12,860.03 for a total contract price of $1,252,599.78. Background Summary: The 3rd Street SE/Cross Street Improvement Project (C1006) includes the widening of 3rd Street SE and Cross Street to 5 lanes from "A" Street SE to Auburn Way South, channelization modifications, signal replacement, signal modifications, pedestrian improvements, and undergrounding of overhead lines. Construction is anticipated to begin in February 2006 and be completed in October 2006. Unexpended funds from the 2005 budget will need to be carried forward along with a project increase of $143,003 within the Arterial Streets 102 fund and a project increase of $21,423 within the Water Utility 430 fund to complete this project. However it will not require an overall budget adjustment at this time since it is anticipated that the budgeted expenditures in the102 fund and the 430 fund will not be exceeded in 2006. W0117-4 04.9.1 PR C1006 Reviewed by Council & Committees: ❑ Arts Commission COUNCIL COMMITTEES: Reviewed by Departments & Divisions: ❑ Building ❑ M&O ❑ Airport ❑ Finance El Hearing Examiner F-1MunicipalServ. ❑ Cemetery [I Mayor El Finance y ❑ Parks I-]HumanServices ❑ Planning & CD El Fire ❑ Planning El Park Board ®Public Works ❑Legal ❑ Police El Planning Comm. El Other ® Public Works El Human Resources Action: Committee Approval: ❑Yes ❑No Council Approval: ❑Yes ❑No Call for Public Hearing Referred to Until Tabled Until Councilmember: Wa ner Staff: Dowd Meetin Date: January 17, 2006 1 Item Numhar• \/ C 1 AUBURN * MORE THAN YOU IMAGINED BUDGET STATUS SHEET Project No: C1006 Project Title: 3rd St. SE / Cross St. Improvement Project 0 PSBE @100% O Pre-bid Date: 3 -Jan -06 Q Award Q Const. @ xx % Funds Budgeted (Funds Available) Funding Prior Years 2005 2005 2006 Total 102 Fund - Unrestricted Street 26,217 156,241 1,274,656 343,677 0 369,894 102 Fund - Grant - State 162,159 0 1,165,600 8,241 1,336,000 430 Fund - Water 4,300 136,000 36,000 176,300 Impact Fees (transfer fund 124) 40,100 148,000 1 88, 100 Total 192,676 0 1,685,377 192,241 2,070,294 Estimated Cost (Funds Needed) Activity Prior Years 2005 2005 2006 Total Design Engineering 141,882 156,241 1,274,656 56,000 0 197,882 Design Engineering (430 Fund) 4,300 0 3,250 0 7,550 Property Acquisition 46,494 510,415 87,800 644,709 0 Construction Bid Street 0 1,073,603 1,073,603 Construction Bid (430 Fund Including Patching) 0 178,997 178,997 Undergrounding Power (40% of PSE Const) 43,253 43,253 0 Construction Contingency 50,000 Max 0 50,000 60,000 Construction Engineering (430 Fund) 0 5,476 5,476 Construction Engineering 0 30,000 ;50,000 192,676 569,665 1,469,129 2,231,469 Total 102 Street Budget Status Prior Years 2005 2005 2006 Total 102 Funds Budgeted 102 Funds Needed 188,376 192,676 176,300 157,723 1,549,377 569,665 156,241 1,274,656 1,893,994 2,036,997 (102 Fund Project Contingency) 0 979,712 0 0 102 Funds Required 4,300 0 1,118,415 143,003 43n Water RuAnot Ct2tnn Prior Years 2005 2006 Total 430 Funds Budgeted 4,300 430 Funds Needed 4,300 136,000 31250 36,000 194,473 176,300 157,723 (430 Fund Project Contingency) 0 132,750 0 0 430 Funds Required 0 158,473 21,423 VICINITY MAP 3rd, CROSS, and A ST SE Road Improvement BID TABULATION C1006, CO. NO. 05-03 SCHEDULE: A • Street Improvement Prepared By - City of Aubum 1/4/2006 (9:58 AM) h:\Pr0j\bidtabs\C1006 BT.xis Engineer's Estimate Rodarte Construction Inc RW Scott Construction Co. Construct Co PO Box 1875 4005 West Valley Hwy N 1621 Pease Ave tem Aubum, WA 98071.1875 Aubum, WA 98001 Sumner, WA 98390 No. Sec. No. Item Description Quantity Unit Unit Price Total Price Unit Price I Total Price Unit Price Total Price Unit Price Total Price 1 1-07 Tempora Water Pollution/Erosion Control 1 Eq. Ad 2,000.00 $2,000.00 2,000.00 $ 2,000.00 2,000.00 $ 2,000.00 2,000.00 $ 2,000.00 2 1-09 Mobilization 1 I LS LS $99,400.00 54,000.00 $ 54,000.00 106,236.00 $ 106,236.00 111,692.88 $ 111,692.88 3 1-09 Construction Site Sign(s) 1 LS 1,500.00 $1,500.00 500.00 $ 500.00 1,000.00 $ 1,000.00 408.24 $ 408.24 1-10 Traffic Control Labor - (Min. Bid $28.0 Per 4 Hour) 700 HR 30.00 $21,000.00 32.00 $ 22,400.00 36.00 1 $ 25,200.00 36.86 $ 25,802.00 5 1-10 Sequenial Arrow Sign 30 Day 50.00 $1,500.00 18.00 $ 540.00 40.00 $ 1,200.00 90.48 $ 2,714.40 6 1-10 Portable Changeable Message Sign 60 Day 60.00 $3,600.00 70.00 $ 4,200.00 60.00 $ 3,600.00 122.12 $ 7,327.20 7 2-01 Clearing & Grubbing 1 LS 5,000.00 $5,000.00 500.00 $ 500.00 7,000.00 $ 7,000.00 2,658.00 $ 2,658.00 8 2-02 Removal of Structures and Obstructions 1 LS 20,000.00 $20,000.00 18,000.00 $ 18,000.00 14,500.00 $ 14,500.00 56,507.97 $ 56,507.97 9 2-03 Roadway Excavation including Haul 3,650 1 CY 30.00 $109,500.00 16.00 $ 58,400.00 16.00 $ 58,400.00 14.35 $ 52,377.50 Unsuitable Foundation Excavation 10 2-03 IncludingHaul 100 CY 15.00 $1,500.00 20.00 $ 2,000.00 16.00 $ 1,600.00 18.08 $ 1,808.00 11 2-06 Sub rade Pre aration 5,500 SY 5.00 $27,500.00 3.00 1 $ 16,500.00 1.50 $ 8,250.00 3.91 $ 21,505.00 12 2-09 Shoring and Extra Excavation Class B 3,650 SF 1.00 $3,650.00 P.10 I $ 365.00 1.00 $ 3,650.00 2.47 $ 9,015.50 13 4-04 Crushed Surfacing Top Course 450 TON 22.00 $9,900.00 22.00 $ 9,900.00 15.00 $ 6,750.00 19.30 $ 8,685.00 14 4-04 Crushed burtacing Base Course 950 TON 20.00 $19,000.00 18.00 $ 17,100.00 15.00 $ 14,250.00 17.61 $ 16,729.50 15 5-03 Textured Asphalt Paving 2 Inch Thick 56 SY 30.00 $1,680.00 125.00 $ 7,000.00 90.00 $ 5,040.00 8.16 $ 456.96 16 5-04 Hot Mix Asphalt Class 1/2 Inch, PG 64-22 P 1,900 TON 60.00 $114,000.00 62.00 $ 117,800.00 58.00 $ 110,200.00 57.01 $ 108,319.00 17 5-04 Hot Mix Asphalt Class.1 Inch, PG 64-22 2,500 TON 55.00 $137,500.00 50.00 $ 125,000.00 47.50 $ 118,750.00 46.65 $ 116,625.00 18 5-04 Incidental HMA 200 TON 80.00 $16,000.00 140.00 $ 28,000.00 100.00 $ 20,000.00 72.56 $ 14,512.00 19 5-04 Asphalt Cold Patch Mix 60 1 TON 80.001 $4,800.00 72.00 $ 4,320.00 80.00 $ 4,800.00 75.56 $ 4,533.60 20 5-04 Planing Bituminous Pavement 1280 1 SY 8.001 $10,240.00 8.00 $ 10,240.00 7.00 $ 8,960.00 4.41 $ 5,644.80 21 7-01 Drain Pipe - 4 Inch Diam. 15 LF 45.00 $675.00 50.00 $ 750.00 40.00 $ 600.00 43.67 $ 655.05 Solid Wall Polyvinyl Chloride (PVC) Storm 22 7-04 Pipe, SDR -35, 12 Inch Diam. 802 LF 38.00 $30,476.00 38.00 $ 30,476.00 34.00 $ 27,268.00 29.98 $ 24,043.96 23 7-04 1 Storm Sewer Television Inspection 802 LF 1.00 $802.00 0.50 $ 401.00 1.50 $ 1,203.00 0.98 $ 785.96 24 7-05 1 Catch BasinT pe 1 9 EA 1,500.00 $13,500.00 800.00 $ 7,200.00 730.00 $ 6,570.00 824.43 $ 7,419.87 25 7-05 JAdjust Manhole 6 EA 550.00 $3,300.00 250.00 $ 1,500.00 300.00 $ 1,800.00 365.22 $ 2,191.32 26 7-05 Adjust Catch Basin 1 EA 500.00 $500.00 250.00 $ 250.00 300.00 $ 300.00 339.30 $ 339.30 27 7-05 Connect to Existing Catch Basin 2 EA 600.00 $1,200.00 800.00 1 $ 1,600.00 600.00 $ 1,200.00 361.59 $ 723.18 28 7-05 Connect to Existing Manhole 1 EA 600.00 $600.00 1,800.00 $ 1,800.00 800.00 $ 800.00 361.59 $ 361.59 29 7-08 Pipe Foundation Material 151 TON 22.00 $3,322.00 15.00 $ 2,265.00 12.00 $ 1,812.00 18.08 $ 2,730.08 30 7-08 Imported Pipe Bedding 650 TON 20.00 $13,000.00 12.00 $ 7,800.00 12.00 $ 7,800.00 19.74 $ 12,831.00 31 7-08 Select Pipe Trench Backfill 50 TON 18.00 $900.00 16.00 $ 800.00 20.00 $ 1,000.00 16.63 $ 831.50 32 7-08 Imported Pipe Trench Backfill 250 TON 20.00 $5,000.00 10.00 $ 2,500.00 18.00 $ 4,500.00 20.15 $ 5,037.50 33 7-21 Joint Utility Trench 625 L.F. 30.001 $18,750.00 45.00 $ 28,125.00 46.80 $ 29,250.00 25.86 $ 16,162.50 Excavation and Installation of Private Utility 34 7-21 Vault / Handhold 60 CY 80.00 $4,800.00 150.00 $ 9,000.00 180.00 $ 10,800.00 120.80 $ 7,248.00 35 36 8-02 8-02 Topsoil Type C Ba ^ .l 50 CT_ 15.00 $750.00 32.00 $ 1,600.00 30.00 $ 1,5_00.00 20.26 $ 1,013.00 11 ulch 25 CY I z0.00 $500.00 32.00 $ 800.00 30.00 $ 750.00 25.45 $ 636.25 37 8-04 Cement Concrete Traffic Curb and Gutter 1,725 LF 11,00 $18,975.00 12.00 $ 20,700.00 10.50 $ 18,112.50 8.79 $ 15,162.75 38 8-04 Cement Concrete Traffic Curb 122 LF 8.00 $976.00 20.00 $ 2,440.00 19.00 $ 2,318.00 18.67 $ 2,277.74 39 8-04 Extruded Cement Concrete Curb Type 6 680 LF 10.00 $6,800.00 5.00 $ 3,400.00 4.40 $ 2,992.00 5.80 $ 3,944.00 40 8-06 Residential Driveway Apron 12 SY 20.00 $240.001 50.00 1 $ 600.00 1 63.00 $ 756.00 40.98 $ 491.76 1/4/2006 (9:58 AM) h:\Pr0j\bidtabs\C1006 BT.xis BID TABULATION C1006, CO. NO.05.03 SCHEDULE. A - Street Improvement Prepared By - City of Aubum em Engineer's Estimate Rodarte Construction Inc PO Box 1875 Auburn, WA 98071-1875 RW Scott Construction Co. 4005 West Valley Hwy N Auburn, WA 98001 Construct Co 1621 Pease Ave Sumner, WA 98390 No. Sec. No. Item Descri tion QuantityUnit Unit Price Total Price Unit Price Total Price Unit Price Total Price Unit Price Total Price 41 8-06 Industrial and Commercial DrivewayAron 415 SY 25.00 $ 10 375.00 60.00 $ 24,900.00 59.00 $ 24,485.00 57.88 $ 24,020.20 42 43 8-07 8-09 T C Precast Traffic Curb Raised Pavement markings, T 2 850 LF 10.00 $ 8,500.00 12.00 $ 10 200.00 14.30 $ 12,155.00 11.66 $ 9,911.00 44 813 Monument Type 8, Modified 175 4 Fro 3.10 $ 542.50 3.00 $ 525.00 3.85 $ 673.75 3.11 $ 544.25 45 8-14 Cement Concrete Sidewalk 1.075 EA 450.00 $ 1,800.00 400.00 $ 1,600.00 300.00 $ 1,200.00 460.07 $ 1,840.28 46 8-14 Ramp Detectable Warning Retrofit 25 SY SF 25.00 $ 26,875.00 28.00 $ 30,100.00 28.50 $ 30,637.50 27.37 $ 29,422.75 47 8-20 illumination S stem Com tete 1 20.00 $ 500.00 38.00 $ 950.00 50.00 $ 1,250.00 81.89 $ 2,047.25 LS 30 000.00 $ 30,000.00 30 000.00 $ 30,000.00 36,000.00 $ 36,000.00 39,408.55 $ 39,408.55 Traffic Signal System Complete - 3rd SE 48 8-20 and A Street 1 LS 160,000.00 $ 160,000.00 210 00000 ,. $ 210,000.00 207,942.00 $ 207,942.00 165,016.87 $ 165,016.87 Traffic Signal System Modification - Cross 49 50 8-20 8-20 Street SE and Auburn Way$ Signal Interconnect System 1 LS 75,000.00 75,000.00 115,000.00 $ 115,000.00 117,700.00 $ 117,700.00 104,895.96 $ 104 895.96 51 8-21 Complete Permanent Si nin 1 LS 23 000.00 $ 23,000.00 32 000.00 $ 32,000.00 12,186.00 $ 12,186.00 14,399.46 $ 14,399.46 Paint Line 1 LS 2 500.00 $ 2,500.00 800.00 $ 800.00 2,500.00 $ 2,500.00 1,753.93 $ 1,753.93 Plastic Line 24 inch wide 2.900 LF 1.50 $ 4,350.00 0.10 $ 290.00 0.28 $ 812.00 0.16 $ 464.00 Plastic Line 8 inch wide 705 780 LF 2.00 $ 1 410.00 3.00 $ 2,115.00 3.85 $ 2,714.25 3.63 $ 2,559.15 V8-22 Plastic Traffic Arrow LF 1.75 $ 1,365.00 1.00 $ 780.00 1.38 $ 1,076.40 1.19 $ 928.20 Plastic Traffic Letter 21 EA 75.00 $ 1,575.00 55.00 $ 1,155.00 50.00 $ 1050.00 51.83 $ 1,088.43 Cement Concrete Grav' Block Wall 13 500 EA SF 35.00 28.00 $ 455.00 $ 14,000.00 32.00 $ 416.00 20.00 $ 260.00 30.06 $ 390.78 20.00 $ 10,000.00 23.00 $ 11,500.00 31.79 $ 15,895.00 Schedule Subtotal $ 1,096,583.50 $ 1,093,603.00 $ 1,106,859.40 $ 1,088,794.92 NO TAX SCHEDULE TOTAL $ 1,096,583.50 $ 1,093,603.00 $ 1,106,859.40 $ 1,088,794.92 1/4/2006 (9:58 AM) h:\proj\bidtabs\C1006 BT.xls BID TABULATION - C1006, CO. NO. 05-03 SCHEDULE: A - Street Improvement Prepared By - City of Aubum 1/4/2006 (9:58 AM) h:\proj\bidtabs\C1006 BT.x1s Site Development Inc Archer Construction Inc Gary Merlino Construction Co. IncRoad Construction NW Inc 9721 19th Ave E 785 S 206th St 9125 10th Ave S PO Box 188 Tacoma, WA 98445 Kent, WA 98032 Seattle, WA 984108 Renton, WA 98057 Item No. Sec. No. Item Description Quantity Unit Unit Price Total Price Unit Price Total Price Unit Price Total Price Unit Price Total Price 1 1-07 Temporary Water Pollution/Erosion Control 1 Eq. Adj 2,000.00 $ 2,000.00 2,000.00 $ 2,000.00 2,000.00 $ 2,000.00 2,000.00 $ 2,000.00 2 1-09 Mobilization 1 LS 63,000.00 $ 63,000.00 131,000.00 $ 131,000.00 97,800.00 $ 97,800.00 85,247.83 $ 85,247.83 3 1-09 Construction Site Sign(s) 1 LS 3,000.00.$ 3,000.00 12,000.00 $ 12,000.00 1,000.00 $ 1,000.00 2,160.00 $ 2,160.00 Traffic Control Labor - (Min. Bid $28.0 Per 4 1-10 Hour) 700 HR 50.001 $ 35,000.00 41.00 $ 28,700.00 35.00 $ 24,500.00 46.40 $ 32,480.00 5 1-10 Sequenial Arrow Sin 30 Day 30.00 $ 900.00 225.00 $ 6,750.00 100.00 $ 3,000.00 87.00 $ 2,610.00 6 1-10 Portable Changeable Message Sin 60 Day 60.00 $ 3,600.00 175.00 $ 10,500.00 250.00 $ 15,000.00 165.00 $ 9,900.00 7 2-01 Clearing & Grubbing 1 LS 5,000.00 $ 5,000.00 8,000.00 $ 8,000.00 5,000.00 $ 5,000.00 3,925.00 $ 3,925.00 8 2-02 Removal of Structures and Obstructions 1 LS 100,000.00 $ 100,000.00 31,000.00 $ 31,000.00 35,000.00 $ 35,000.00 15,575.00 $ 15,575.00 9 2-03 Roadway Excavation Including Haul 3650 CY 20.00 $ 73,000.00 19.00 $ 69,350.00 20.00 $ 73,000.00 25.50 $ 93,075.00 10 2-03 Unsuitable Foundation Excavation Includin 100 CY 45.00 $ 4,500.00 22.00 $ 2,200.00 15.00 $ 1,500.00 51.50 $ 5,150.00 11 2-06 Sub rade Preparation 5500 SY 1.251 $ 6,875.00 2.00 $ 11,000.00 2.00 $ 11,000.00 1.30 $ 7,150.00 12 2-09 Shoring and Extra Excavation Class B 3650 SF 1.001 $ 3,650.00 0.10 $ 365.00 1.00 $ 3,650.00 1.00 $ 3,650.00 13 4-04 Crushed Surfacing Top Course 450 TON 30.00 $ 13,500.00 21.00 $ 9,450.00 28.00 $ 12,600.00 23.00 $ 10,350.00 14 4-04 Crushed Surfacing Base Course 950 TON 20.00 $ 19,000.00 15.00 $ 14,250.00 28.00 $ 26,600.00 18.00 $ 17,100.00 15 5-03 Textured Asphalt Paving 2 Inch Thick 56 SY 50.00 $ 2,800.00 95.00 $ 5,320.00 95.00 $ 5,320.00 120.00 $ 6,720.00 16 5-04 Hot Mix Asphalt Class 1/2 Inch, PG 64-22 1900 TON 60.00 $ 114,000.00 58.00 $ 110,200.00 58.00 $ 110,200.00 68.00 $ 129,200.00 17 5-04 Hot Mix Asphalt Class 1 Inch, PG 64-22 2500 TON 50.00 $ 125,000.00 48.00 $ 120,000.00 48.00 $ 120,000.00 55.60 $ 139,000.00 18 5-04 Incidental HMA 200 TON 100.00 $ 20,000.00 140.00 $ 28,000.00 100.00 $ 20,000.00 160.00 $ 32,000.00 19 5-04 Asphalt Cold Patch Mix 60 TON 100.00 $ 6,000.00 88.00 $ 5,280.00 85.00 $ 5,100.00 70.00 $ 4,200.00 20 5-04 Planing Bituminous Pavement 1280 SY 7.00 $ 8,960.00 4.75 $ 6,080.00 4.00 $ 5,120.00 7.90 $ 10,112.00 21 7-01 Drain Pipe - 4 Inch Diam. 15 LF 50.00'$ 750.00 33.00 $ 495.00 65.00 $ 975.00 49.60 $ 744.00 Solid Wall Polyvinyl Chloride (PVC) Storm 22 7-04 Pipe, SDR -35,12 Inch Diam. 802 LF 35.00 $ 28,070.00 25.00 $ 20,050.00 65.00 $ 52,130.00 46.50 $ 37,293.00 23 7-04 Storm Sewer Television Inspection 802 LF 1.00 $ 802.00 2.00 $ 1,604.00 4.00 $ 3,208.00 1.00 $ 802.00 24 7-05 Catch Basin Type 1 9 EA 900.00 $ 8,100.00 830.00 $ 7,470.00 1,200.00 $ 10,800.00 1,040.00 $ 9,360.00 25 7-05 Adjust Manhole 6 EA 500.00 $ 3,000.00 450.00 $ 2,700.00 300.00 $ 1,800.00 450.00 $ 2,700.00 26 7-05 Adjust Catch Basin 1 EA 350.00 $ 350.00 425.00 $ 425.00 300.00 $ 300.00 465.00 $ 465.00 27 7-05 Connect to EAsting Catch Basin 2 EA 600.00 $ 1,200.00 700.00 $ 1,400.00 600.00 $ 1,200.00 700.00 $ 1,400.00 28 7-05 Connect to Existing Manhole 1 EA 800.00 $ 800.00 1,400.00 $ 1,400.00 600.00 $ 600.00 900.00 $ 900.00 29 7-08 Pipe Foundation Material 151 TON 20.00 $ 3,020.00 28.00 $ 4,228.00 20.00 $ 3,020.00 30.00 $ 4,530.00 30 7-08 Imported Pipe Bedding 650 TON 20.00 $ 13,000.00 15.00 $ 9,750.00 20.00 $ 13,000.00 12.40 $ 8,060.00 31 7-08 Select Pipe Trench Backfill 50 TON 10.00$ 500.00 15.00 $ 750.00 20.00 $ 1,000.00 12.40 $ 620.00 32 7-08 Imported Pipe Trench Backfill 250 TON 15.00 $ 3,750.00 15.00 $ 3,750.00 18.00 $ 4,500.00 11.00 $ 2,750.00 33 7-21 Joint Utility Trench 625 L. F. 25.00 $ 15,625.00 29.00 $ 18,125.00 55.00 $ 34,375.00 60.00 $ 37,500.00 Excavation and Installation of Private Utility 34 7-21 Vault / Handhold 60 CY 40.00 $ 2,400.00 97.00 $ 5,820.00 50.00 $ 3,000.00 265.00 $ 15,900.00 436 8-02 Topsoil T C 50 CY 40.00 $ 2,000.60 32.00 $ 1,600.00 35.00 $ 1,750.00 33.20 $ 1,660.00 8-02 Rnrk Mulch 9S r^v inn nn c n r 00.00 W 38.00 $ 950.0v 35.vv $ 875.00 38.G0 $ 965.00 37 8-04 Cement Concrete Traffic Curb and Gutter 1725 LF 15.00 $ 25,875.00 12.00 $ 20,700.00 25.00 $ 43,125.00 15.25 $ 26,306.25 38 8-04 Cement Concrete Traffic Curb 122 LF 20.00 $ 2,440.00 18.00 $ 2,196.00 25.00 $ 3,050.00 22.50 $ 2,745.00 39 8-04 Extruded Cement Concrete Curb Type 6 680 LF 9.00 $ 6,120.00 5.50 $ 3,740.00 6.00 $ 4,080.00 6.50 $ 4,420.00 40 806 Residential Driveway Aron 12 SY 50.00 $ 600.00 80.00 $ 960.00 80.00 $ 960.00 82.00 $ 984.00 1/4/2006 (9:58 AM) h:\proj\bidtabs\C1006 BT.x1s BID TABULATION - C1006, CO. NO. 05-03 SCHEDULE: A - Street Improvement Prepared By - City of Auburn Schedule Subtotal 1/4/2006 (9:58 AM) h:lprvj"Ndtabs\C1006 BT.xls $ 1,150,512.00 $ 1,187,749.00 $ 1,217,367.00 $ 1,305,031.58 Site Development Inc 9721 19th Ave E Tacoma, WA 98445 Archer Construction Inc 785 S 206th St Kent, WA 98032 Gary Merlin Construction Co. IncRoad 9125 10th Ave S Seattle, WA 984108 Construction NW Inc PO Box 188 Renton, WA 98057 Item No. Sec. No. Item Description Quantity Unit Unit Price I Total Price Unit Price Total Price Unit Price Total Price Unit Price Total Price 41 8-06 Industrial and Commercial Driveway Aron 415 SY 60.00 $ 24,900.00 68.00 28,220.00 80.00 $ 33,200.00 82.00 $ 34,030.00 42 8-07T C Precast Traffic Curb 850 LF 25.00 $ 21 250.00 12.00 10,200.00 12.00 $ 10,200.00 14.00 $ 11,900.00 43 8-09 Raised Pavement Markings, Type 2 175 EA 5.00 $ 875.00 3.20 560.00 3.40 $ 595.00 3.75 $ 656.25 44 8-13 Monument Type B,(Modified) 4 EA 600.00 $ 2,400.00 265.00 1,060.00 350.00 $ 1,400.00 500.00 $ 2,000.00 45 8-14 Cement Concrete Sidewalk 1075 SY 20.00 $ 21,500.00 31.00 33,325.00 35.00 $ 37,625.00 39.00 $ 41,925.00 46 8-14 Ramp Detectable Warning Retrofit 25 SF 30.00 $ 750.00 35.00 875.00 50.00 $ 1,250.00 110.00 $ 2,750.00 47 8-20 Illumination System Complete 1 LS 40,000.00 $ 40,000.00 40,000.00 40,000.00 25,000.00 $ 25,000.00 33,000.00 $ 33,000.00 Traffic Signal System Complete - 3rd SE 48 8-20 and A Street 1 LS 160,000.00 $ 160,000.00 175,000.001 175,000.00 200,000.00 $ 200,000.00 221,900.00 $ 221,900.00 Traffic Signal System Modification - Cross 49 50 8-20 8-20 Street SE and Auburn Way 1 LS 110,000.00 $ 110,000.00 120,000.00 120,000.00 100,000.00 $ 100,000.00 126,300.001 $ 126,300.00 51 8-21 Signal Interconnect system Complete 1 LS 15,000-057 15,000.00 40,000.00 40,000.00 30,000.00 $ 30,000.00 36,000.00 $ 36,000.00 52 8-22 Permanent bigning Signing Paint Line 1 LS 1,500.00 $ 1,500.00 2,300.00 2,300.00 1,000.00 $ 1,000.00 900.00 $ 900.00 53 8-22 Plastic Line 24 inch wide 2900 705 LF LF 0.40 $ 1,160.00 0.20 580.00 0.20 $ 580.00 0.20 $ 580.00 54 8-22 Plastic Line 8 inch wide 780 LF 6.00 2.00 $ $ 4,230.00 3.60 2,538.00 4.00 $ 2,820.00 4.25 $ 2,996.25 55 8-22 Plastic Traffic Arrow 21 EA 100.00 $ 1,560.00 2,100.00 1.25 55.00 975.00 1.30 $ 1,014.00 1.50 $ 1,170.00 568-22 Plastic Traffic Letter 13 EA 200.00 $ 2,600.00 31.00 1,155.00 403.00 55.00 30.00 $ $ 1,155.00 390.00 60.00 $ 1,260.00 57 8 24 Cement Concrete Gravity Block all 500 SF 20.00 $ 10,000.00 22.00 11,000.001 20.00 $ 10,000.00 35.00 $ 455.00 1 31.00 $ 15,500.00 Schedule Subtotal 1/4/2006 (9:58 AM) h:lprvj"Ndtabs\C1006 BT.xls $ 1,150,512.00 $ 1,187,749.00 $ 1,217,367.00 $ 1,305,031.58 BID TABULATION - C1006, CO. NO. 05-03 SCHEDULE: A - Street Improvement Prepared By - City of Auburn 1 10 12-0' Foundation Excavation CY 1 31.851 $ 3.1 16 5-04 Hot Mix Asphalt Class 1/2 Inch, PG 64-22 1900 TON Dennis R. Craig Construction, Int Caccanti, Inc 62.49 $ 118,731.00 17 5-04 Hot Mix Asphalt Class 1 Inch, PG 64-22 PO Box 595 4116 Brookdale Rd E 50.40 $ 126,000.00 51.03 $ 127,575.00 18 Redmond, WA 98073 Tacoma, WA 98446 200 TON 168.00 $ 33,600.00 186.43 $ 37,286.00 19 5-04 Item No. Sec. No. Item Description Quantity Unit Unit Price I Total Price Unit Price Total Price 1 1-07 Temporary Water Pollution/Erosion Control 1 E . Ad' 2,000.00 $ 2,000.00 2,000.00 $ 2,000.00 2 1-09 Mobilization 1 LS 121,320.00 $ 121,320.00 143,200.73 $ 143,200.73 3 1-09 Construction Site Sign(s) 1 LS 3,516.00 $ 3,516.00 2,653.04 $ 2,653.04 802 LF 48.20 $ 38,656.40 65.37 $ 52,426.74 23 4 1-10 Traffic Control Labor- Min. Bid $28.0 Per R 700 HR 51.30 $ 35,910.00 38.95 $ 27.265.00 1 10 12-0' Foundation Excavation CY 1 31.851 $ 3.1 16 5-04 Hot Mix Asphalt Class 1/2 Inch, PG 64-22 1900 TON 61.60 $ 117,040.00 62.49 $ 118,731.00 17 5-04 Hot Mix Asphalt Class 1 Inch, PG 64-22 2500 TON 50.40 $ 126,000.00 51.03 $ 127,575.00 18 5-04 Incidental HMA 200 TON 168.00 $ 33,600.00 186.43 $ 37,286.00 19 5-04 Asphalt Cold Patch Mix 60 TON 85.00 $ 5,100.00 90.53 $ 5,431.80 20 5-04 Planing Bituminous Pavement 1280 SY 10.50 $ 13,440.00 . 5.50 $ 7,040.00 21 7-01 Drain Pi - 4 Inch Diam. 15 LF 43.85 $ 657.75 44.24 $ 663.60 22 7-04 Solid Wall Pol in 1 Chloride PVC Storm 802 LF 48.20 $ 38,656.40 65.37 $ 52,426.74 23 7-04 Storm Sewer Television Inspection 802 LF 3.50 $ 2,807.00 1.93 $ 1,547.86 24 7-05 Catch Basin Type 1 9 EA 1,150.00 $ 10,350.00 1,470.17 $ 13,231.53 25 26 7-05 7-05 Adjust Manhole Adjust Catch Basin 6 1 EA EA 248.30 $ 200.00 $ 1,489.80 200.00 868.25 251.51 $ $ 5,209.50 251.51 27 7-05 Connect to Existing Catch Basin 2 EA 325.00 $ 650.00 655.07 $ 1,310.14 28 7-05 Connect to Existing Manhole 1 EA 650.00 $ 650.00 2,565.06 $-2,565.06 29 7-08 Pipe Foundation Material 151 TON 22.901 $ 3,457.90 41.05 $ 6,198.55 30 7-08 Imported Pipe Bedding 650 TON 22.60 $ 14,690.00 20.82 $ 13,533.00 31 7-08 Select Pipe Trench Backfill 50 TON 33.50 $ 1,675.00 19.89 $ 994.50 32 33 Imported PipeTrench Backfill Joint UtilityTrench 250 625 TON L.F. 23.75 67.60 $ 5,937.50 $ 42,250.00 21.09 24.21 $ $ 5,272.50 15,131.25 34 r7-21,Excavabon and Installation of Private Utili 60 CY 106.30 $ 6,378.00 123.83 $ 7,429.80 35 To soil T C 50 CY 51.80 $ 2,590.00 63.22 $ 3,181.00 36 Rark Mjdrh 25I CY c" - W 1,355.vv 49.Al $ 1,227.75 37 8-04 Cement Concrete Traffic Curb and Gutter 1725 LF 12.10 $ 20,872.50 14.05 $ 24,236.25 38 8-04 Cement Concrete Traffic Curb 122 LF 17.70 $ 2,159.40 18.83 $ 2,297.26 39 40 8-04 8-06 Extruded Cement Concrete Curb Type 6 lResidential Driveway Aron 680 12 LF SY 5.80 57.10 $ 3,944.00 $ 685.20 4.43 74.51 $ $ 3,012.40 894.12 1/4/2006 (9:58 Alun h:\proj\bidtabs\C1006 BT.xis 5 BID TABULATION - C1006, CO. NO. 05-03 SCHEDULE: A - Street Improvement Prepared By - City of Auburn Schedule Subtotal 1,305,722.45 $ 2,044,126.26 Applied Tax SCHEDULE TOTAL $ 1,305,722.45 $ 2,044,126.26 1/4/2006 (9:58 Alva h:\proj\bidtabs\C1006 BT.xls Dennis R. Craig Construction, Irw Ceccanti, Inc PO Box 595 4116 Brookdale Rd E Redmond, WA 98073 Tacoma, WA 98446 Item No. Sec. No. Item Description Quantity Unit Unit Price I Total Price Unit Price Total Price 41 8-06 Industrial and Commercial Driveway Apron 415 SY 59.75 $ 24,796.25 66.29 $ 27,510.35 42 8-07 TyPe C Precast Traffic Curb 850 LF 12.60,-$ 10,710.00 14.40 $ 12,240.00 43 8-09 Raised Pavement Markings, Type 2 175 EA 3.35-$ 586.25 3.88 $ 679.00 44 45 8-13 8-14 . Monument Type B,Modified Cement Concrete Sidewalk 4 1075 EA SY 650.00 $ 36.00 $ 2,600.00 38,700.00 511.74 44.60 $ $ 2,046.96 47,945.00 46 8-14 Ramp Detectable Warning Retrofit 25 SF 45.00 $ 1,125.00 38.76 $ 969.00 47 8-20 Illumination System Complete 1 LS 29,920.00 $ 29,920.00 55,504.13 $ 55,504.13 48 8-20 Traffic Signal System Complete - 3rd SE a 1 LS 211,994.00 $ 211,994.00 189,091.761 $ 189 091.76 49 50 51 52 8-20 8-20 8-21 8-22 Traffic Signal S stem Modification - Cross Signal Interconnect System Complete Permanent Signing Paint Line 1 1 1 2900 LS LS LS LF 114,436.00 1 32,670.00 829.00 0.17 $ 114,436.00 $ 32,670.00 $ 829.00 $ 493.00 125,151.65 15,314.18 1,940.75 0.17 $ $ $ $ 125,151.65 15,314.18 1,940.75 493.00 53 54 55 56 57 8-22 8-22 8-22 8-22 8-24 Plastic Line 24 inch Wide Plastic Line 8 inch wide Plastic Traffic Arrow Plastic Traffic Letter 1 Cement Concrete Gravity Block Wall 705 780 21 13 500 LF LF EA EA SF 3.90 1.30 56.00 32.50 22.95 $ 2,749.50 $ 1,014.00 1 1,176.00 $ 422.50 $ 11,475.00 3.88 863.84 49.84 16.61 28.18 $ $ $ $ $ 2,735.40 673,795.20 1,046.64 215.93 14,090.00 Schedule Subtotal 1,305,722.45 $ 2,044,126.26 Applied Tax SCHEDULE TOTAL $ 1,305,722.45 $ 2,044,126.26 1/4/2006 (9:58 Alva h:\proj\bidtabs\C1006 BT.xls BID TABULATION SCHEDULE SUMMARY Project Name: C1006, 3rd St SE/Cross St SE Road Improvements Schedule No.: A - Street Improvement Prepared by City of Auburn Print Date 1/4/2006 ENGINEER'S ESTIMATE : $ 1,096,583.50 AVERAGE BID AMOUNT $ 1,277,751.73 BID SPREAD AMOUNT $ 955,331.34 BID Amount Spread $ Spread % LOW BIDDER Construct Co $ 1,088,794.92 $ (7,788.58) -0.71% Second Bidder RW Scott Construction Co. $ 1,093,603.00 $ (2,980.50) -0.27% Basic BID (No Tax Schedule A) Rodarte Construction Inc $ 1,093,603.00 RW Scott Construction Co. $ 1,106,859.40 Construct Co $ 1,088,794.92 Site Development Inc $ 1,150,512.00 Archer Construction Inc $ 1,187,749.00 Gary Merlino Construction Co $ 1,217,367.00 Road Construction NW Inc $ 1,305,031.58 Dennis R. Craig Construction $ 1,305,722.45 Ceccanti, Inc $ 2,044,126.26 1/4/2006 (9:58 AM) h:\proj\bidtabs\C1006 BT.xls 7 BID TABULATION - C1006, CO. NO. 05-03 SCHEDULE: B • WaterUtility Improvement Prepared By - City of Auburn -1 F Engineer's Estimate Rodarte Construction Inc RW Scott Construction Co. Construct Co PO Box 1875 4005 West Valley Hwy N 1621 Pease Ave Item- Auburn, WA 98071-1875 Auburn, WA 98001 Sumner, WA 98390 No. Sec. No. Item Description Quantity Unit Unit Price Total Price Unit Price Total Price Unit Price Total Price Unit Price Total Price Traffic Control Labor - (Min. Bid $28.00 per 58 1-10 hour 100 HR 34.00 40000 $3,.2.00 3 $ 3,200.00 59 2-09 Shoring and Extra Excavation, Class B 7,075 SF 0.50 $3,537.50 0.05 $ 353.75 36.00 0.70 $ $ 3,600.00 4,952.50 39.11 $ 3,911.00 60 61 7-08 Pipe Foundation Material 310 1 TON 12.00 $3,720.00 12.00 $ 3,720.00 12.00 $ 3,720.00 0.99 20.92 $ $ 7,004.25 6,485.20 62 7-08 7-08 Imported Pipe Bedding Select Pipe Trench Backfill 322 TON 12.00 $3.864.00 12.001 $ 3,864.00 12.00 $ 3,864.00 18.47 $ 5,947.34 63 7-08 Imported Pipe Trench Backfill 657 795 TON TON 10.00 $6.570.00 12.00 $ 7,884.00 15.00 $ 9,855.00 16.82 $ 11,050.74 64 7-08 Controlled Dens' Fill CDF for FillingPi 5 CY 18.00 $14,310.00 10.00 $ 7,950.00 15.00 $ 11,925.00 18.72 $ 14,882.40 65 7-09 Conned to Existin Water Main 6 EA 50.00 250.00 150.00 $ 750.00 500.00 $ 2,500.00 127.34 $ 636.70 66 7-09 Special Cl. 52 Ductile Iron Pipe for water 1025 LF 1.250.00 $7.500.00_ 2,500.00 $ 15,000.00 500.00 $ 3,000.00 467.81 $ 2,806.86 67 7-09 S ecial Cl. 52 Ductile Iron Pipe for Water 70 LF 32.00 $32.800.00 55.00 $ 56,375.00 53.80 $ 55,145.00 76.12 $ 78,023.00 68 7-09 Double Detector Check Valve Assembly 1 EA 30.00 $2,100.00 42.00 $ 2,940.00 60.00 $ 4,200.00 32.01 $ 2,240.70 69 7-09 Relocate Double Detector Check Valve 1 EA 28 000.00 $28,000.00 14 000.00 $ 14,000.00 10,500.00 $ 10,500.00 17,487.16 $ 17,487.16 70 7-12 Gate Valve, 12 Inch Diam. 9 31000.00 $3,000.00 2.000.00 1 $ 2,000.00 2,500.00 $ 2,500.00 9,022.35 $ 9,022.35 71 7-12 Gate Valve, 6 Inch Diam. 2 EA 1,250.00 $11,250.00 1,200.00 1 $ 10,800.00 1,350.00 $ 12,150.00 1,353.39 $ 12,180.51 72 7-12 Adiust Valve Box EA 650.00 $1.300.00 600.001 $ 1,200.00 650.00 $ 1,300.00 627.39 $ 1,254.78 73 7-12 Combination Air Release / Air Vacuum 6 1 EA EA 350.00 $2,100.00 200.00 $ 1,200.00 300.00 $ 1,800.00 198.39 $ 1,190.34 74 7-14 Hydra nt Assembl 3 1,700.00 $1,700.00 1 500.00 $ 1,500.00 1,600.00 $ 1,600.00 1,704.10 $ 1,704.10 75 7-15 Water Service Connection Renewal, 1" 2 EA EA 2 800.00 8400.00 2500.00 $ 7,500.00 3,800.00 $ 11,400.00 2,999.65 $ 8,998.95 76 7-15 Water Service Connection, 2" Diam. 1 EA 500.00 $1,000.00, 1200.00 $ 2,400.00 1,500.00 $ 3,000.00 1,102.84 $ 2,205.68 77 8-23 Steel Bollard 4 1 500.00 1 500.00 2 500.00 $ 2,500.00 1,800.00 $ 1,800.00 3,763.53 $ 3,763.53 EA 200.00 800.00 250.00 $ 1,000.00 350.00 $ 1,400.00 419.07 $ 1,676.28 Schedule Subtotal 1/4/2006 (9:58 AM) h:\proj\bidtabs\C1006 BT.xls $ 137,101.50 $ 146,136.75 $ 150,211.50 $ 12,064.93 $ 12,860.03 $ 192,471.87 $ 13 218 61 _ $ 16.937.52 BID TABULATION - C1006, CO. NO. 05-03 SCHEDULE: B - WaterUtllity Improvement Prepared By - City of Auburn Schedule Subtotal 1/4/2006 (9:58 AM) h:\proj\bidtabs\C1006 BT.xls $ 176,515.00 $ 148,702.50 $ 202,290.00 $ 207,028.75 $ 15,533.32 $ 13_,085.82 $ 17.801.52 . 1 R 91 R Rl Site Development Inc 9721 19th Ave E Tacoma, WA 98445 Archer Construction Inc 785 S 206th St Kent, WA 98032 Gary Merlin Construction Co. Inc 912510th Ave S Seattle, WA 984108 Road Construction NW Inc PO Box 188 Renton, WA 98057 Item No. Sec. No. Item Description Quantity Unit Unit Price I Total Price Unit Price Total Price Unit Price Total Price Unit Price Total Price 58 1-10 Traffic Control Labor - Min. Bid $28.00 per 100 HR 50.00 $ 5,000.00 $ 41.00 $ 4,100.00 35.00 $ 3,500.00 46.50 $ 4,650.00 59 60 2-09 Shoringand Extra Excavation, Class B 7075 SF 0.40 $ 2,830.00 $ 0.10 $ 707.50 1.00 $ 7,075.00 1.00 $ 7,075.00 61 7-08 7-08 Pi Foundation Material Imported 310 TON 20.00 $ 6,200.00 $ 28.00 $ 8,680.00 20.00 $ 6,200.00 29.00 $ 81990.00 62 7-08 Pi Bedding322 Select Pi Trench Backfill 657 TON TON 20.00 $ 6,440.00 $ 15.00 $ 4,830.00 20.00 $ 6,440.00 11.50 $ 3,703.00 63 7-08 Im rted Pi Trench Backfill 795 TON 10.00 20.00 $ 6,570.00 15,900.00 $ $ 15.00 15.00 $ 9,855.00 $ 11,925.00 20.00 $ 13,140.00 11.50 $ 7,555.50 64 7-08 Controlled DensityFill CDF 'orFillin Pi 5 CY 300.00 $ 1,500.00 $ 410.00 $ 2,050.00 18.00 300.00 $ $ 14,310.00 1,500.00 10.25 370.00 $ $ 8,148.75 65 66 7-09 7-09 Connect to ExistingWater Main Special Cl. 52 Ductile Iron Pipe for Water M 6 EA 1000.00 $ 6,000.00 $ 500.00 $ 3,000.00 3,000.00 $ 18,000.00 1,000.00 $ 1,850.00 6,000.00 67 7-09 Special (A. 62 Ductile Iron Pi for Water M 1025 70 LF LF 55.00 40.00 $ $ 56,375.00 2,800.00 $ 49.00 $ 50,225.00 65.00 $ 66,625.00 93.50 $ 95,837.50 68 7-09 Double Detector Check Valve Assemblyan 1 EA 10000.00 $ 10,000.00 $ $ 48.00 12 000.00 $ 3,360.00 $ 12,000.00 60.00 15,000.00 $ 4,200.00 61.20 $ 4,284.00 69 70 7-09 Relocate Double Detector Check Valve 1 EA 15000.00 $ 15,000.00 $ 13,000.00 $ 13,000.00 7,500.00 $ $ 15,000.00 7,500.00 17,140.00 4,325.00 $ $ 17,140.00 4,325.00 71 7-12 7-12 Gate Valve, 12 Inch Diam. Gate Valve 6 Inch Diam. 9 EA 2000.00 $ 18,000.00 1,000.00 $ 9,000.00 1,500.00 $ 13,500.00 1,870.00 $ 16,830.00 72 7-12 Ad'ust Valve Box 2 6 EA EA 1000.00 400.00 $ 2,000.00 $ 480.00. $ 960.00 800.00 $ 1,600.00 975.00 $ 1,950.00 73 7-12 Combination Air Release / Air Vacuum Valv 1 EA 1500.00 $ $ 2,400.00 1,500.00 $ 275.00 1,000.00 $ 1,650.00 $ 1,000.00 300.00 2,500.00 $ 1,800.00 275.00 $ 1,650.00 74 75 7-14 7-15 H Brant Assembly3 EA 3500.00 $ 10,500.00 $ 2,600.00 $ 7,800.00 4,000.00 $ $ 2,500.00 12,000.00 1,675.00 3,090.00 $ $ 1,675.00 9,270.00 76 7-15 Water Service Connection Renewal, 1" Dia Water Service Connection, 2" Diam. 2 1 EA 1500.00 $ 3,000.00 580.00 $ 1,160.00 1,000.00 $ 2,000.00 960.00 $ 1,920.00 77 8-23 Steel Bollard 4 EA 2500.00 $ 2,500.00 $ 1,600.00 $ 1,600.00 4,000.00 $ 4,000.00 2,475.00 $ 2,475.00 EA 500.00 $ 2,000.00 $ 450.00 $ 1,800.00 350.00 1 $ 1,400.00 425.00 $ 1,700.00 Schedule Subtotal 1/4/2006 (9:58 AM) h:\proj\bidtabs\C1006 BT.xls $ 176,515.00 $ 148,702.50 $ 202,290.00 $ 207,028.75 $ 15,533.32 $ 13_,085.82 $ 17.801.52 . 1 R 91 R Rl BID TABULATION SCHEDULE SUMMARY Project Name: C1006, 3rd St SE/Cross St SE Road Improvements Schedule No.: .B - WaterUtility Improvement Prepared by City of Auburn Print Date 1/4/2006 ENGINEER'S ESTIMATE $ 137,101.50 AVERAGE BID AMOUNT : $ 185,382.10 BID SPREAD AMOUNT $ 86,677.53 BID Amount Spread $ Spread % LOW BIDDER Rodarte Construction Inc $ 146,136.75 $ 9,035.25 6.59% Second Bidder Archer Construction Inc $ 148,702.50 $ 11,601.00 8.46% Basic BID (Tax not Included) Rodarte Construction Inc $ 146,136.75 RW Scott Construction Co. $ 150,211.50 Construct Co $ 192,471.87 Site Development Inc $ 176,515.00 Archer Construction Inc $ 148,702.50 Gary Merlino Construction Co $ 202,290.00 Road Construction NW Inc $ 207,028.75 Dennis R. Craig Construction $ 212,268.25 Ceccanti, Inc $ 232,814.28 1/4/2006 (9:58 AM) h:\proj\bidtabs\C1006 BT.x1s 10 BID TABULATION BID TOTALS SUMMARY Project Name: C1006, 3rd St SE/Cross St SE Road Improvements Prepared by City of Auburn Print Date 12/22/05 ENGINEER'S ESTIMATE $ 1,233,685.00 AVERAGE BASIC BID AMOUNT $ 1,463,133.83 BASIC BID SPREAD AMOUNT $ 1,037,200.79 Basic BID Amount Spread $ Spread % LOW BIDDER Rodarte Construction Inc $ 1,239,739.75 $6,054.75 0.49% Second Bidder RW Scott Construction Co. $ 1,257,070.90 $23,385.90 1.90% 1/4/2006 (9:58 AM) h:\proj\bidtabs\C1006 BT.x1s 11 Basic BID Total BID (Tax Included for Schedule B) Rodarte Construction Inc $ 1,239,739.75 $ 1,252,599:78 RW Scott Construction Co. $ 1,257,070.90 $ 1,270,289.51 Construct Co $ 1,281,266.79 $ 1,298,204.31 Site Development Inc $ 1,327,027.00 $ 1,342,560.32 Archer Construction Inc $ 1,336,451.50 $ 1,349,537.32 Gary Merlino Construction Co. Inc $ 1,419,657.00 $ 1,437,458.52 Road Construction NW Inc $ 1,512,060.33 $ 1,530,278.86 Dennis R. Craig Construction, Inc $ 1,517,990.70 $ 1,536,670.31 Ceccanti, Inc $ 2,276,940.54 $ 2,297,428.20 1/4/2006 (9:58 AM) h:\proj\bidtabs\C1006 BT.x1s 11