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HomeMy WebLinkAboutIntent to Award - Desch Mkt Rd O-Xing Ph IIDeschutes County Board of Commissione -s 1300 NW Wall St., Suite 200, Bend, OR 97701-1960 (541) 388-6570 - Fax (541) 385-3202 - www.deschutes.org AGENDA REQUEST & STAFF REPORT For Board Business Meeting of December 10, 2008 Please see directions for completing this document on the next page. DATE: December 2, 2008 FROM: George Kolb, County Engineer Road Department 322-7113 TITLE OF AGENDA ITEM: Consideration of signature of a notice of intent to award contract letter for the Construction of Deschutes Market Interchange, Phase II PUBLIC HEARING ON THIS DATE? NO. BACKGROUND AND POLICY IMPLICATIONS: The County Road Department opened bids on December 2, 2008 for theConstruction of Deschutes Market Interchange, Phase II. This action issues a Notice of Intent to Award the contract to the apparent low bidder and allows seven days for a party to protest the bid. If there is no protest within the seven day period, the contract is awarded to the low bidder. FISCAL IMPLICATIONS: The low bid, submitted by Knife River Corp., is $2,949,784.94. Adequate funds have been appropriated in the FY 2009 budget for this project. RECOMMENDATION & ACTION REQUESTED: The Road Department recommends signature of the Intent to Award ATTENDANCE: George Kolb, County Engineer DISTRIBUTION OF DOCUMENTS: Copy to Wanda (ext. 7103) at the Road Department Road Department 61150 SE 27th St. • Bend, Oregon !37702 [5411388-6581 • FAX [541138H-2719 MEMORANDUM TO: BOARD OF COUNTY COMMISSIONERS FROM: (1-;ORGJ KOI,B, COUNTY ENGINEER SUBJECT: INTENT TO AWARD CONTRACT FOR DESCHUTES MARKET O-XING, PHASE II DATE: 12/2/2008 Background: The Road Department prepared plans and specifications for the Construction of Deschutes Market Road O-xing Phase II The project was advertised in the Portland "Daily Journal of Commerce" and in the Bend "Bulletin" on November 12, 20118, November 19, 2008 and November 26, 2008. Discussion: A total of forty (40) firms and six (6) plan centers acquired sets of bid documents with nine (9) firms submitting bids to th, Road Department. The bids were opened at 2:00 p.m. on December 2, 2008, and are as follows: COMPANY ORIGINAL BID AMOUNT Knife River Corporation $2,949,784.94 Jack Robinson & Sons, Inc. $3,187,738.50 Taylor Northwest $3,644,664.70 Emery & Sons $3,650,798.25 Hooker Creek Asphalt & Paving $3,729,452.00 Cascade Bridge, LLC $3,939,246.00 Elting Northwest, Inc. $3,990,806.85 Carter & Company, Inc. $4,225,887.25 JAL Construction, Inc. $4,720,966.29 Engineers estimate $5,214,305.45 Attached for your perusal is a compilation of the bids and includes the engineer's estimate Quality Services Performed with Pride Recommendation: The Road Department recommends that the Intent to Award the contract for the Construction of Deschutes Market Road O-xing, Phase II be issued to the low bidder, Knife River Corporation of Bend, Oregon for $2,949,784.94 CONSTRUCTION OF DESCHUTES MARKET O-XING, PHASE II SUMMARY OF BIDS December 02, 2008 ITEM BID ITEMS DESCRIPTION QNTY ENGINEER'S ESTIMATE KNIFE RIVER CORP. UNITS UNIT PRICE COST UNIT PRICE JACK ROBINSON & SONS, INC. COST COST UNIT PRICE 110 Mobilization ALL L.S. $500,000.00 $500,000.00 $37,100.00 $37,100.00 120 Temporary Protection and Direction of ALL L.S $20,000.00 $20,000.00 $4,225.00 54,225.00 Traffic 130 .Temporary Signs _ 160 S.F. $17.00 $2,720.00 $0.01 140 Temporary Barricades 4 EA. $145.00 $580.00 80.01 $18,937.50 $1.70 812,877.50 $1.25 $9,468.75 180 Flaggers 1000 HRS. $42.00 $42,000.00 80.01 $10.00 $1.00 $1,000.00 190 Pilot Car 200 HRS. $53.00 $10,600.00 50.01 195 Portable Changeable Message Signs j 3 EA. $3,000.00 $9,000.00 $1.00 175 ISilt Fences, Unsupported 7575 FT. $2.50 $101,000.00 $2,500.00 $' 01,000.00 52 500.00 51.60 59.00 $1,440.00 $0.04 $400.00 $1,600.00 ROAD WORK 200 'Construction Surveying _ ALL L.S. $40,000.00 $40,000.00 $18,000.00 $18,000.00 $20,000.001 210 'Removal of Structures and Obstructions_ ALL L.S. 520,000.00 $20,000.00$4,700.00 $4,700.00 512,500.00 220 Clearing and Grubbing ALL L.S, $20,000.00 $20,000.00 $8,150.00 $8,150.00 $6,700.00 --------- - 230 Embankment in Place 116082 i C.Y. $16.50 $1,915,353.00 $6.45 $748,728.90 $6.95 240 ;Finishing Roadbed and Slopes ALL L.S. $3.6,200.00 $36,200.00 $14,500.00 $14,500.00 $31,500.00 250 Watering 3500 M -GAL. $15.00 $52,500.00 59.35 $32,725.00 $4.25 260 I Rip -Rap Drain Pad 8 EA. $750.00 $6,000.00 $665.00 $5,320.00 $600.00 265 4"(3/4"-0)Aggregate Base 385 S.Y. $8.50 $3,272.50 $4.30 $1,655.50 $4.25 280 I6' (3/4"-0) Aggregate Base 4865 S.Y. $6.00 $29,190.00 $4.50 - $21,892.50__- 54.35 290 10' 3/4"-0 Aggregate Base 12495 S.Y. 59.00 $112,455.00 57.00 $87,465.00 $7.30 291 2'Aggregate Shoulders 1745 S.Y. $4.00 $6,980.00 $3.30 55,758.50 $7 35 293 12" CMP Culvert ▪ 50 FT. $30.00 $1,500.00 $19.00 $950.00 $20.00 295 24" CMP Culvert 70 FT. $95.00 $6,650.00 $38.00 $2,660.00 530.00 300 (Level 3 (1/2) Dense Graded HMAC 2326 TONS $70.00 $162,820.00 $64.00 5148,864.00 $67.50 310 Extra for Asphalt Approaches 7 EA. $500.00 $3,500.00 5430.00 $3,010.00 $450.00 320 !Type 1-5W Fence, Permanent 425 FT. $12.50 $5,312.50 $4.00 $1,700.00 55.001 330 Type 1 Fence, Temporary 342 FT. $10.50 $3,591.00 $4.00 $1,368.00 $5.00 335 Type CL -6 Chain Link Fence with Pickets 485 FT. $17 00 $8,245.00 $23.50 $11,397.50 $30.00 337 30 Ft. x 6 Ft. Chain Link Fence with 1 EA. $1,500.00 $1,500.00 $1,750.00 $1,750.00 $2,500.00, Pickets 340 Permanent Seeding, Fertilizing and 5 ACRES $2,000.00 $10,000.00 $1,400.00 57,000.00 51,470.00. _Mulching 345 Single Mailbox Support 1 EA. $300.00 $300.0(r$331.00 350 ;Multiple Mailbox Support 3 EA. $425.00 $1,275.00 $350.00. 360 Pavement Removal I 2 EA. $2,500.00 $5,000.00 $945.00 $2.00 55.00 $1,000.00 53.00 $4,000.00 ;12,000.0 BRIDGE NO. 18493 - PUMICE ROAD O-XING 520,000.00 512 500.00 $6,700.00 $106,769.90 531, 500.00 614,875.00 $4,800.00 $1,636.25 521,162.75 591,213.50 512,825 75 $1,000.00 $2,100.00 1157,005.0 $3,150.0 $2,125.0 51,710.0 $14,550.00 $2,500.00 $7,350 00 $331.00 5250.00 5250.00 51,050.00, $300.00 5900.00 51,890.00 $500.00 $1,000.00 L 400 'Granular Structure Backfill I ALL L.S. $139,900.00 $139,900.00 $43,850.00 543,850.00 $50,500.00 $50,500.00 410 ;Granular Wall Backfill ALL L.S. $6,800.00 56,800.00 $9,600.00 $9,600.00 59,520.001 $9,520.00 420 Reinforcement -Uncoated ALL L.S. $46,200.00 546,200.00 $43,000.00 $43,000.00 $44,500.00 $44,500.0 430 Saw Cut Texturing 486 S• .Y. $4.95 $2,405.70 $9.00 $4,374.00 $9.30 $4,519.80 440 ,'Structural Concrete - Class 3600 137 C.Y. $500.00 $68,500.00 $680.00 $93,160.00 $700.00 $95,900.00 450 Stuctural Concrete - Class NPC4000 132 C.Y. $800.00 $105,600.00 $680.00 $89,760.00 5700.001 $92,400.00 460 R.C. Bridge End Panels 222 S.Y. $200.00 $44,400.00 $194.00 543,068.00 $200.001 $44,400.00 470 1P.S. Box Beams, 48" 707 FT. $320.00 $226,240.00 $345.00 $243,915.00 $355.00 ;250,985.00 480 2 -Tube Curb Mount Steel Railing 274 _. FT. 5210.00 $57,540.00 598.00 $26,852.00 5101.001_ $27,674.00 BRIDGE NO. 18493 - BNSF 0-XING 500 Stucture Excavatioin L 179 C.Y. $35.00 $6,265.00 53.10 $554.90 $25.70 $4,600.30 510 {Granular Structure Backfill ' ALL L.S. 2 5244,200.00 $244,200.00 575,700.00 $75,700.00 $87,000.00 $87,000.00 520 'Granular Wall Backfill ALL L.S. $5,900.00 $5,900.00 $9,340.00 $9,340.00 $8,642.00 58,642.00 530 Reinforcement - Uncoated ALL L.S. 5117,300.00 $117,300.00 $95,000.00 595,000.00 $98,000.00 598,000.00 540 ,Saw Cut Texturing f 855 S.Y. $4.95_ $4,232.25 $9.00 $7,695.00 59.30/ $7,951.50 550 'Structural Concrete - Class 3600 524 C.Y. 5500.00 $262,000.00 5469.00 5245,756.00 $483.00 5253,092.00 560 'Stuctural Concrete - Class NPC4000 r 223 C.Y. $800.00 5178,400.00 $595.00 $132,685.00 5613.00 5136,699.00 570 R.C. Bridge End Panels ' 222 S.Y. 5175.00 $38,850.00 $194.00 543,068.00 - 5200.00 _ $44,400.00 580 P.S. Box Beams, 39" 1243 FT. $320.00 5397,760.0_0 5298.00 $370,414.00 5307.00 5381,601.00 _ 590 Rail - Type 42F 437 FT. 5140.00 $61,180.001 5130.00 $56,810.00 $134.00 $58,558.0 600 Type C Protective Fence w/Splash Boards 200 FT. $93.00 $18,600.00 $99.90 519,980.00 $105.00 521,000.00 605 Poured Sealant Joint Seals 92 i F- T. $40.00 $3,680.00 527.00 $2,484.00 530.00 - 52 760.00 610 Guard Rail - Type 2A4000 FT. 520.00 580,000.00 $17.00 $68,000.00 $18.00 620 'Guard Rail - Type 3 100 H FT. $53.00 $5,300.00 $50.00 $5,000.00 553.00 630 ,Guard Rail - Transition 8 EA. $2,400.00 $19,200.00 $2,350.00 $18,800.00 $2,467.50 640 Guard Rail -Terminal L 4 .I E• A. $2,500.00 650 Guard Rail - Anchors, Type 1 1 4 j_ EA. $800.00 660 'Guard Rail - End Piece, Type C 1_ 4 1. EA. $130.00 665 ' Delineators - Type 2 69 EA. $35.00 670 ' Delineators - Type 1 I 52 EA. $38.00 $10 000.00 $1,950.00 $7,800.00 $2,050.00 53,200.00 $650.00 52,600.00 $680.00 5520.00 $120.00 $480.00 5125.00 $2,415.00 $28.00 $1,932.00 $56.00 $1,976.00 $36.00 $1,872.00 540.00 675 ;Type 3 Post Mounted Barricade - 2 EA. 5130.00 Permanent PROJECT TOTAL} 572,000.00 $5,300.00 $19,740.0 $8,200.00 $2,720.00 $500.00 $3,864.00 52,080.00 5260.00 $575.00 51,150.00 $500.00 $1,000.00 -- 52,949,784.94 $ 1,187,738.50 $5,214,305.45 CONSTRUCTION OF DESCHUTES MARKET O-XING, PHASE II SUMMARY OF BIDS December 02, 2008 ITEM BID ITEMS DESCRIPTION QNTY TAYLOR NORTHWEST UNITS UNIT PRICE EMERY & SONS COST UNIT PRICE HOOKER CREEK ASPHALT & PAVING COST COST UNIT PRICE 110 Mobilization 120 1Temporary Protection and Direction of Traffic 130 Temporary Signs 140 ]Temporary Barricades 175 Silt Fences, Unsupported 180 Flaggers 190 ;Pilot Car 195 I Portable Changeable Message Signs ROAD WORK 200 210 220 230 240 250 260 265 280 290 291 293 295 300 310 320 330 335 337 Construction Surveying Removal of Structures and Obstructions Clearing and Grubbing Embankment in Place ;Finishing Roadbed and Slopes Watering Rip -Rap Drain Pad 4" (3/4"-0) Aggregate Base 16" (3/4"-0) Aggregate Base 10" (3/4"-0) Aggregate Base 2' Aggregate Shoulders 12" CMP Culvert 24" CMP Culvert iLevel 3 (1/2) Dense Graded HMAC Extra for Asphalt Approaches ALL L.S. $300,000.00t ALL L.S. $5,000.00 160 4 7575 1000 200 3 S.F. EA. FT. HRS. HRS. EA. $300,000.00 $336,000.00 $336,000.00 $140,642.60 $5,000.00 $12,000.00 $12,000.00 $4,500.00 $20.00 $3,200.00 $110.00 $440.00 $0.72 $5,454.0 $38.75 $38,750.00 $57.00 $11,400.00 $6,500.00 $19,500.00 $17.00 $2,720.0. $120.00 $480.0 $2.00 $15,150.0 $42.00 $42,000.00 $42.00 $8,400.0s $6,100.00 $18,300.01 ALL L.S. $20,000.00 $20,000.00 $24,518.00 $24,518.00 ALL L.S. $16,000.00 $16,000.00 $22,000.00 $22,000.00 ALL L.S. $16,000.00 $16,000.00 $30,000.00 $30,000.00 116082 C.Y. $8.60 $998,305.201 $8.50 $986,697.0 ALL _ L.S. $16,500.00 $16,500.00 $26,000.00 $26,000.0 3.50.0 M -GAL. _ $2.50 $8,750.00 $4.50 $15,750.00 8 T EA. $1,500.00 $12,000.00 $532.00 $4,256.00 385 S.Y. $5.00' $1,925.00 $4.50 $1,732.50 4865 S.Y. $6.00 $29,190.00 $5.00 $24,325.00 12495 S.Y. $7.60 $94,962.00 1745 S.Y. $7.00 $12,215.00 50 FT. $30.00 $1,500.00 70 FT. $35.00 $2,450.00 2326 4 TONS $67.00 $155,842.00 7 EA. $450.00 $3,150.00 $7.60 $94,962.00 $7.80 $13,611.00 $62.00 $3,100.0' $78.00 $5,460.00 $68.50 $159,331.0' $650.00 $4,550.00 ,Type 1-5W Fence, Permanent 425 FT. $4.40 $1,870.00 Type 1 Fence, Temporary 342 FT. $5.00 $1,710.00 Type CL -6 Chain Link Fence with Pickets 485 FT. $25.00 $12,125.00 30 Ft. x 6 Ft. Chain Link Fence with 1 EA. $1,850.00 $1,850.00 i Pickets 340 Permanent Seeding, Fertilizing and 1 5 ACRES $1,500.00 $7,500.00 Mulching 345 Single Mailbox Support 1 EA. $247.00 $247.00 350 Multiple Mailbox Support 3 EA. $436.00 $1,308.00 360 Pavement Removal 2 EA. $2,750.00 $5,500.00 BRIDGE NO. 18493 - PUMICE ROAD O-XING 400 410 420 430 440 450 460 470 480 Granular Structure Backfill Granular Wall Backfill Reinforcement - Uncoated Saw Cut Texturing ALL L.S. ALL L.S. ALL L.S. 486 S.Y. Structural Concrete - Class 3600 1 137 C.Y. IStuctural Concrete - Class NPC4000 132 C.Y. R C. Bridge End Panels 222 S.Y. P.S. Box Beams, 48" 707 FT. 2 -Tube Curb Mount Steel Railing 1 274 FT. BRIDGE NO. 18493 - BNSF O-XING 179 C.Y. $40.00 $7,160.00 500 510 520 530 540 550 560 570 580 590 600 605 Stucture Excavatioin Granular Structure Backfill _ Granular Wall Backfill _ Reinforcement - Uncoated Saw Cut Texturing Structural Concrete - Class 3600 Stuctural Concrete - Class NPC4000 $4.25 $1,806.2 $4.25 $1,453.50 $47,000.00 $47,000.00 $5,500.00 $5,500.00 $45,000.00 $45,000.00 $9.50 $4,617.00 $700.00 $95,900.00 $700.00 $92,400.00 $200.00 $44,400.00 $350.00 $247,450.00 $25.00 $12,125.00 $1,800.00 $1,800.00 $1,450.00 $7,250.00 $235.004 $400.00 $1,130.00 $235.00 $1,200.00 $2,260.0 $48,000.00 $48,000.00 $4,600.00 $4,600.00 $44,000.00 $44,000.00 $8.00 $3,888.0' $560.00 $76,720.00 $850.00 $112,200.00 $170.00 $37,740.00 $340.00 $240,380.00 $103.00 $28,222.00 $93.00 $25,482.0 $140,642.60 $4,500 00 $18.00 $2,880.00 $90.00 $360.00 $1.00 $7,575.01 $37.001 $37,000.00 $1.00 $200.00 $7,600.00 $22,800.00 1 $28,000.00 $28,000.0 $3,300.00 $3,300.0 $11,000.00 $11,000.0 $10.15 $1 178,232.30 $15,000.00 $15,000.00 $0.50 $1,750.00 $765.00 $6,120.00 $5.55 $2,136 75 $5.15 $25,054.75 $8.55 5106,832.25 $11.60 $20,242.00 $26.50 $1,325.00 $38.50' $2,695.00 $67,50 S157,005.00 $620.00 $4,340.00 $4.30 $1,827.50 $4.30 $1,470.60 $25.25 $12,246.25 $1,880.00 $1,880.00 $1,500.00 $7,500.00 $180.00 $180.00 $330.00 $990.00 $2,000.00 $4,000.00 $97,000.00 $97,000.00 $20,000.001 $20,000.00 $42,000.001 $42,000.00 $8.00 $3,888.0 $680.00 $93,160.00 $550.00 $72,600.00 $195.00 $43,290.00 $345.00 5243,915.00 $98.00 $26,852.00 $15.00 $2,685.0 $20.00 $3,580.00 • ALL L.S. $85,000.00 $85,000.00 $86,640.00 $86,640.0 $169,000.00 5169,000.00 1 ALL L.S. $4,000.00 $4,000.00 $4,350.00 $4,350.00 $19,000.00 $19,000.00 ALL L.S. $99,750.00' $99,750.00 $95,000.00 $95,000.00 $110,000.00' $110,000.00 855 1 S.Y. $9.50 $8,122.50 $8,00 $6,840.00 $8.00 $6,840.00 524 C.Y. $493.00 $258,332.00 $410.00 $214,840.00 $469.00 $245,756.00 223 C.Y. $625.00 $139,375.0 $775.00 $172,825.0s $550.00 $122,650.00 R.C. Bridge End Pane is 222 S.Y. $200.00 $44,400.0 $165.00 $36,630.00 $195.00 $43,290.00 P.S. Box Beams, 39" 1243 FT. - $313.00 $389,059.00 $290.00 $360,470.00 $300.00 $372,900.00 Rail - Type 42F 1 437 FT. $137.00 $59,869.00 $125.00 $54,625.00 $100.00 $43,700.00 Type C Protective Fence w/Splash Boards 200 FT. $105.00 $21,000.00 $103.00 $20,600.00 $100.00 $20,000.00 ,Poured Sealant Joint Seals 92 L FT $30.00 .,_ $2,760.00 $48.00 $4,416.0$ $30 00 $2,760.00 - - 610 1 Guard Rail - Type 2A 620 Guard Rail - Type 3 630 Guard Rail - Transition 640 Guard Rail - Terminal 650 1Guard Rail - Anchors, Type 1 660 Guard Rail - End Piece, Type C 665 Delineators -,Type,2 670 Delineators - Type 1 675 ,'Type 3 Post Mounted Barricade - Permanent PROJECTTOTALt 4.000 L FT. $17.85 $71,400.00 100 FT. $58.00 $5,800.00 8 EA. $2,100.00 $16,800.00 4 EA. $2,205.00 $8,820.00 4 EA. $750.00 $3,000.00 4 EA. $105.00 $420.00 69 - EA. $25.00 $1,725.00 52 2 $2,340.00 EA. $200.00- $400.00 $18.00 $72,000.0 $53.00 $5,300.0' $2,400.00 $19,200.00 $2,050.00 $8,200.00 $675.00 $2,700.00 $125.00 $500.00 $35.00 $2,415.00 $40.00 $2,080.00 $3,000.00 $6,000.00 $3,644,664.70 $3,650,798.25 $18.25 $73,000.00 $53.751 $5,375.00 $20,200.00 $8,400.00 $2,800.00 $520.00 $4,761.0 $2,080.00 $1,050.00 $2,525.00, $2,100.00' $700.00 $130.00 $69.00 $40.00 $525,00, $ 1,729,452.00 CONSTRUCTION OF DESCHUTES MARKET O-XING, PHASE II SUMMARY OF BIDS December 02, 2008 BID ITEMS ELTING NORTHWEST, CARTER & COMPANY, CASCADE BRIDGE, LLC INC. INC ITEM DESCRIPTION QNTY UNITS UNIT PRICE COST UNIT PRICE COST UNIT PRICE COST 110 Mobilization 120 Temporary Protection and Direction of ALL L.S. Traffic ALL L.S. $391,000.001 $391,000.00 $399,000.00 11 $399,000.00 $420,000.00: $420,000.00 $9,000.00 $9,000.00 $10,000.00 $10,000.00 $7,000.001 $7,000.00 130 Temporary Signs 160 S.F. $18.00 $2,880.00 $17.00 52,720.00 $18.00 52 880.00 140 Temporary Barricades 4 EA. $100.00 $400.00 5150.00 $600.00 5150.00 $600.00 175 Silt Fences, Unsupported7575 FT. $2.00 $15,150.00 $1.75 $13,256.25 54.00 130,300.0 180 ',Flaggers 1000 HRS. $25.00 $25,000.00 $43.00 $43,000.00 $42.00 >42,000.00 190 Pilot Car I 2.00 HRS. $25.00 55,000.00 $50.00 $10,000.00 565.004 3.1.3 000.00 195 Portable Changeable Message Signs 3 EA. 53,000.00' $9,000.00 $16,000.00 548,000.00 512,000.00 536,000.00 ROAD WORK 200 Construction Surveying ALL L.S. $15,000.00 515,000.00 $30,000.00 $30,000.00 $20,000.00 $20,000.00 210 'Removal of Structures and Obstructions ALL L.S. $25,000.00 $25,000.00 515,000.00 $15,000.00 $24,000.00 $24,000.00 220 ',Clearing and Grubbing ALL L.S. $10,000.00 $10,000.00 $10,000.00 $10,000.00 $15,000.00 $15,000.00 230 Embankment in Place 116082 i C.Y. $10.25 51,189,840.50 $8.80 $1,021,521M0 $10.00 $1 160,820.0 240 :Finishing Roadbed and Slopes ALL 1 L.S. _ $30,000.00 530,000.00 515,000.00 $15,000.00 $29,000.00 $29,000.0 250 Watering 3500 M -GAL. $5.00 517,500.00 $15.00 $52,500.00 $5.75 $20,125.0 260 Rip -Rap Drain Pad 8 1 EA. $575.00 54,600.00 $1,200.00 $9,600.00 $558.00 $4,464.0 265 4" (3/4'-0) Aggregate Base 385 1 S.Y. $5.00 $1,925.00 $3.7]_ $1,424.50 54.75 $1,828.75 280 6" (3/4"-0) Aggregate Base 4865 S.Y. $5.351 526,027.75 55.30 $25,784.50 $5.30 _ 525,784.5 290 10" (3/4"-0) Aggregate Base 12495 S.Y. $8.50 5106,207.50 $8.00 $99,960.00 $8.30 5103,708.5 291 2' Aggregate Shoulders 1745 S.Y. $8.251 $14,396.25 $21.25 $37,081.25 $8.20 514,309.0 293 12" CMP Culvert 50 FT. $70.00 $3,500.00 $33.00 $1,650.00 $65.00 $3,250.0 295 24" CMP Culvert 70 FT. $85.00 $5,950.00 $45.00 $3,150.00 $83.00 $5,810.00 300 Level 3 (1/2) Dense Graded HMAC 2326 TONS 570.00 $162820.00 57200 $167,472.00 $70.00 5162,820.00 310 Extra for Asphalt ARproaches 7 EA. $350.00 $2,450.00k $620.00 $4,340.00 _ 5400.00 $2,800.0 320 -Type 1-5W Fence, Permanent 425 FT. $4.00 $1,700.00 $4.25 $1,806.25 $4.00 $1700.00 330 Type 1 Fence, Temporary 342 FT. 54.00 $1,368.00 54.25 $1,453.50 $4.00 $1,368.00 335 Type CL -6 Chain Link Fence with Pickets 485 FT. 524.00 511,640.00' $24.00 $11,640.00 $23.50 511,397.50 337 30 Ft. x 6 Ft. Chain Link Fence with 1 EA. $1,800.00 $1,800.00 $1,800.00 $1,800.00 $1,750.00 $1,750.00 Pickets { 340 Permanent Seeding, Fertilizing and 5 ACRES $1,500.00 57,500.00 $1,500.00 Mulching 345 .Single Mailbox Support 1 EA. $250.00 $250.00 $155.00 350 Multiple Mailbox Support 3 EA. $450.00 $1,350.00 $260.00 360 Pavement Removal 2 EA. 51,200.00 52,400.00 $105.00 BRIDGE NO. 18493 - PUMICE ROAD O-XING $7,500.00 400 Granular Structure Backfill ALL L.S. $60,000.00 410 [Granular Wall Backfill ALL L.S. $7,000.00 420 ,Reinforcement- Uncoated ALL L.S. 545,000.00 430 _Saw Cut Texturing 486 S.Y. 58.00 440 _{ Structural Concrete - Class 3600 137 C.Y. $550.00 450 J Stuctural Concrete - Class NPC4000 132 C.Y. $650. 460 R.C. Bridge End Panels 222 S.Y. 5200.00 470 P.S. Box Beams, 48" 707 FT. 480 2 -Tube Curb Mount Steel Railing 274 FT. 51,400.00 $7,000.00 $155.00 5485.00 $485.00 5780.00` $600.00 $1,800.00 5210.00 51,200.00 $2,400.0 $60,000.00 $60,000.00 560,000.00 551,000.001 551,000.00 $7,000.00 519,000.00 $19,000.00 55,000.00 $5,000.00 545,000.00 548,000.00 548,000.00 $50,900.00 550,900.00 $3,888.001, 59.00 54,374.00 513.001 56,318.0 $75,350.00 5480.00 $65,760.00 5675.00 592,475.00 00 $85,800.00 5690.00 591,080.00 $670.00 $88,440.00 $44,400.00 $214.00 $47,508.00 5197.00 $43,734.00 $335.00 5236,845.001 $390.00 $275,730.00 5400.001 $282,800.00 $115.00 $31,510.00 5150.00 $41,100.0 5145.001 $39,730.00 - - BRIDGE NO. 18493 - BNSF 0-XING 1500 Stucture Excavatioin 179 C Y.510 $20.00 $3,580.00 $58.00 $10,382.00 $60.001 $10,740.00 520 Granular Structure Backfill ALL L.S. 5104,000.00 $104,000.00[ 5100,000.00 $100,000.00 $110,000.00 5110,000.00 ,Granular Wall Backfill ALL L.S. $7,000.00 $7,000.001 $16,500.00 $16,500.00 $7,475.00 $7,475.00 530 Reinforcement - Uncoated ALL L.S. $95,000.00 $95,000.00 $120,000.00 5120,000.00 5113,000.001 5113,000.00 . 540 'Saw Cut Texturing 855 S.Y. $8.00 _ 56,840.00 $9.00 $7,695.00 513.00 $11,115.00 550 Structural Concrete -Class 3600 524 1 C.Y. $50000 $262,000.00 $480.00 5251,520.00 _ $620.00 5324,880.00 560 liStuctural Concrete - Class NPC4000 223 C.Y. $700.00 $156,100.00 $685.00 $152,755.00 $715.00 5159,445.00 570R.C. Bridge End Panels 222 S.Y. $200.00 $44,400.00 $210.00 $46,620.00 $197.00 543,734.00 580 I P.S. Box Beams, 39"1243 FT. $320.00 $397,760.00 $320.00 $397,760.00 $336.00 5417,648.00 590 :Rail - Type 42F 437 FT. 590:00 539,330.001 $100.00 $43,700.00 $125.00 $54,625.00 600 Type C Protective Fence w/Splash Boards 200 FT. $100.00 $20,000.00 $150.00 $30,000.00 $120.00 $24,000.00 605 Poured Sealant Joint Seals 92 FT 520.00 $1,840.00 $22.00 52,024.00 $23.00 $2,116.00 610 Guard_Rail - Type 2A 4000 FT $17.50 $70,000.00 $18.00 572,000.00 $17.00 $68 000.0 620 Guard Rail - Type 3 100 FT.$60.00 $6,000,9 552.00 $5,200.00 $50.00 55,000.0 630 Guard Rail - Transition 8 EA.52,100.00 $16,800.00 $2,400.00 519,200.00 52,350.00 518,800.00 640 Guard Rail -Terminal 4 EA. 52,200.00 58,800.00 52,000.00 $8;000.00 $1,950.001 57,800.00 650 [Guard Rail - Anchors, Type 1 � 4 EA. $700.00 52,800.00 $675.00 $2,700.00 5650.00 $2,600.00 660 ,Guard Rail - End Piece, Type C 4 EA. $125.00 $500.00 $125.00 $500.00 $120.00 5480.00 665 Delineators - Type 2 69 EA. $40.00 $2,760.00 $30.00 $2,070.00 $40.00 $2 760.00 670 [Delineators -Type 1 52 _ EA. $44.00 $2,288.00 $37.00 51,924.00 $36.00 _ $1,872.00 675 (Type 3 Post Mounted Barricade - 1 2 EA.5500.00 $1,000.00 5650.00. $1,300.00 53,000.00' $6,000.00 Permanent -I PROJECT TOTAL $3,939,246.001 $3,990,806.85 51,225 887.25 CONSTRUCTION OF DESCHUTES MARKET O-XING, PHASE II SUMMARY OF BIDS December 02, 2008 ITE BID ITEMS DESCRIPTION QNTY JAL CONSTRUCTION, INC UNITS UNIT PRICE COST 110 'Mobilization 120 Temporary Protection and Direction of 'Traffic 130 Temporary Signs 140 Temporary Barricades 175 Silt Fences, Unsupported 180 Flaggers 190 Pilot Car 195 Portable Changeable Message Signs _ ALL ALL L.S. L.S. 160 S.F. 4 EA. 7575 FT. 1000 HRS. 200 HRS. 3 EA. ROAD WORK • 200 Construction Surveying ALL L.S. 210 Removal of Structures and Obstructions ALL L.S. 220 Clearing and Grubbing 230 Embankment in Place 240 Finishing Roadbed and Slopes 250 ' Watering 260 ,Rip -Rap Drain Pad 265 14' (3/4"-0) Aggregate Base 280 6' (314"-0) Aggregate Base 290 10" (3/4"-0) Aggregate Base 291 2' Aggregate Shoulders 293 ;12" CMP Culvert 50 L FT. 295 124" CMP Culvert 70 FT. 300 ! Level 3 (1/2) Dense Graded HMAC 310 'Extra for Asphalt Approaches 320 IType 1-5W Fence, Permanent 330 Type 1 Fence, Temporary 335 Type CL -6 Chain Link Fence with Pickets 337 30 Ft. x 6 Ft. Chain Link Fence with Pickets 340 Permanent Seeding, Fertilizing and Mulching 345 Single Mailbox Support 350 Multiple Mailbox Support 360 Pavement Removal 5160,000.00, $160,000.00 $3,600.00 $3,600.00 ALL L.S. 116082 C.Y. ALL L.S. 3500 M -GAL. 8 1- EA. 385 S.Y. 4865 S,Y. 12495 S.Y. 1745 S.Y. BRIDGE NO. 18493 - PUMICE ROAD O-XING 400 Granular Structure Backfill 410 {Granular Wall Backfill 420 1Reinforcement - Uncoated _ • 430 'Saw Cut Texturing 440 J Structural Concrete - Class 3600 450 Stuctural Concrete - Class NPC4000 460 R.C. Bridge End Panels 470 P.S. Box Beams, 48" 480 2 -Tube Curb Mount Steel Railing BRIDGE NO. 18493 - BNSF 0-XING 500 510 520 530 540 550 560 570 580 590 600 605 2326 _[ TONS 7 EA. 425 FT. 342 FT. 485 FT. 1 EA. 5 ACRES I- 1 EA. 3 EA. 2 EA. ALL L.S. ALL L.S. ALL L.S. 486 S.Y. 137 1 C.Y. 132 C.Y. 222 S.Y. 707 t FT. 274 FT. Stucture Excavatioin 179 C.Y. 'Granular Structure Backfill ALL -h L.S. ,Granular Wall Backfill ALL L.S. Reinforcement - Uncoated ALL I_ L.S. Saw Cut Texturing 855 I S.Y. (Structural Concrete - Class 3600 524 C.Y. Stuctural Concrete - Class NPC4000 223 C.Y. 1R.C. Bridge End Panels 222 ]_ S.Y. P.S. Box Beams, 39" 1243 FT. Rail - Type 42F 437 1 FT. Type C Protective Fence w/Splash Boards 200 I FT. Poured Sealant Joint Seals 92 FT. 610 Guard Rail - Type 2A 620 Guard Rail - Type 3 630 Guard Rail - Transition 640 Guard Rail - Terminal 650 Guard Rail - Anchors, Type 1 660 Guard Rail End Piece, Type C 665 Delineators - Type 2 670 Delineators - Type 1 675 Type 3 Post Mounted Barricade - Permanent PROJECT TOTAL 4000 FT. 100 FT. 8 EA. 4 EA - 4 EA. 4 EA. 69 t EA. 52 i- EA. 2 I EA. $18.00 $2,880.00 $40.00 $160.00 53.10 $23,482.50 544.00 $44,000.00 $44.00 $8,800.00 $4,100.00 $12,300.00 516,700.00 516,700.00 $8,200.00 $8,200.00 $11,301.79 $11,301.79 $15.35 $1,781,858.70, $18,600.00 $18,600.00 $0.11 $385.00 - 5500.00 $4,000.00 510.00 $3,850.00 $6.00 $29,190.00 $9.50 $118,702.50 $1860 $32,457.00 $3500 $1,750.00 $65.00 54,550.00 $77.50 $180,265.00 $335.00 $2,345.00 $4.50 $1,912.50 $4.50' $1,539.00 $26.00 512,610.00 52,000.00 $2,000.00 $1,550.00 $7,750.00 $300.00 $300.00 $440.00 $1,320.00 $8,400.00 516,800.004 577,700.00 577,700.00 $14,100.00 $14,100.00 $50,000.00 $50,000.00 $11.00 $5,346.00 $965.00 $132,205.00 $830.00 $109,560.00 $220.00 $48,840.00 $375.00 $265,125.0d- $160.00 265,125.00$160.00 $43,840.00 $26.70 $4,779.30 5135,500.00 $135,500.00 _ $12,400.00 $12,400.00 $1.18,000.00__ 5118,000.00 511.00 $9,405.00 $565.00 $296,060.00 $765.00 $170,595.00 $219.00 $48,618.00 5355.00 $441,265.00 5167.00 572,979.00 5139.00 $27,800.00 $25.00 $2,300.00 $19.00 576,000.00 $55.00 $5,500.00 52,650.00 $21,200.00 $2,180.00 $8,720.00 $725.00 $2,900.00 $130.00 $520.00 530.00 $2,070.00 $40.00 $2,080.00 $975.00 $1,950.00 $4,720,966.29 December 10, 2008 Board of County Commissioners 1300 NW Wall St, Suite 200 • Bend, OR 97701-1960 [541 ] 388-6570 • Fax [541 ] 385-3202 www.co.deschutc s.or.us board@co.deschute s.or.us Tamm, Baney Michael M. Daly Dennis 1. Luke Sent via facsimile (541) 388-8932 / 3 pqs) & First Class Mail Knife River P.O. Box 83 Bend, OR 97709 RE: Project - Contract for Construction of Deschutes Market Overcrossing Phase II NOTICE OF INTENT TO AWARD CONTRACT On December 10, 2008, the Board of County Commissioners of Deschutes County, Oregon, considered bids for the above -referenced project. The Board of County Commissioners determined that the apparent low responsive, responsible bidder for the project was Knife River of Bend, Oregon, with a bid of Two Million Nine Hundred Forty nine Thousand Seven Hundred Eighty Four and 94/100 DOLLARS ($2,949,784.94). This Notice of Intent to Award Contract is issued pursuant to Oregon Administrative Rule (OAR) 137-047-0610. A copy of this Notice is being provided to each firm or person that submitted a bid for the project. Any firm or person who believes that they are adversely affected or aggrieved by the intended award of contract set forth in this Notice may submit a written protest within seven (7) calendar days after the issuance of this Notice of Intent to Award Contract to the Board of County Commissioners of Deschutes County, Oregon, at the above address. The seven (7) calendar day protest period will expire at 5:00 PM on Wednesday, December 17, 2008. Enhancing the Lives of Citizens by Delivering Quality Services in a Cost -Effective Manner Knife River December 10, 2008 Page 2 Any protest must be in writing and specify any grounds upon which the protest is based. If a protest is filed, a hearing will be held at 10:00 a.m. on Wednesday, December 22, 2008 before the Board of County Commissioners of Deschutes County Oregon, acting as the Contract Review Board, in the Deschutes County Services Center, 1300 NW Wall Street, Bend, Oregon 97701. If no protest is filed within the protest period, this Notice of Intent to Award Contract becomes an Award of Contract without further action by the Board of County Commissioners unless the Board, for good cause, rescinds this Notice before the expiration of the protest period. The successful bidder on a Deschutes County project is required to execute three (3) copies of the Contract, which will be provided when the bids are finally determined. In addition to the execution of Contract, the contractor will be required to provide a performance bond, payment bond, and certificate of insurance. All contract copies will need to be returned to the County for execution. After all parties have signed the contract, a copy of the contract will be forwarded to you along with a notice to proceed. If you have any questions regarding this Notice of Intent to Award Contract, or the procedures under which the County is proceeding, please contact Mark Pilliod, Deschutes County Legal Counsel Bend, OR 97701, Telephone (541) 388-6625 or FAX (541) 383-0496. Sincerely, BOARD OF COUNTY COMMISSIONERS DESCHUTES COUNTY, OREGON Dennis R. Luke, Chair Enclosures: OAR 137-303-0104 cc w/enc: Transmitted by Facsimile and First Class Mail on December 10, 2008 to All Bidders (3 pages) See attached List BIDDER'S LIST FOR CONSTRUCTION OF DESCHUTES MARKET OVERCROSSING PHASE II Knife River P.O. Box 83 Bend, OR 97709 (541) 388-0445 FAX (541) 388-8932 Jack Robinson & Sons Inc. 4R Equipment P.O. Box 5006 Bend, OR 97708 (541) 382-4681 FAX (541) 382-0277 Taylor Northwest P.O. Box 6714 Bend, OR 97708 (541)647-0927 FAX (541) 382-3505 Emery & Sons P.O. Box 398 Stayton, OR 97383 (503) 769-7751 FAX (503) 769-5266 Hooker Creek Asphalt & Paving, LLC 95 SW Scale House Loop, Suite 100 Bend, OR 97702 (541) 322-5700 FAX (541) 322-5712 Cascade Bridge, LLC 14215 NW 3rd Ct. Vancouver, WA 98685 (360) 737-6576 FAX (360) 737-6576 Elting Northwest, Inc. P.O. Box 1400 Clackamas, OR 97015 (503) 656-0954 FAX (503) 656-8448 Carter & Company, Inc. 4676 Commercial Street SE #203 Salem, OR 97302 (503) 371-4582 FAX (503) 540-9998 JAL Construction P.O. Box 6269 Bend, OR 97708 (541) 389-1236 FAX (541) 389-6568