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HomeMy WebLinkAboutUtilities 2011-06-28 Item 2A - Bid Award - 2010-2011 Small Drainage Program Y City of Tukwila Jim Haggerton, Mayor INFORMATIONAL MEMORANDUM TO: Mayor Haggerton UTILITIES COMMITTEE FROM: Bob Giberson, Public Works Directory 01 DATE: June 24, 2011 SUBJECT: 2010/2011 Small Drainaqe Proqram Project No. 91041201 BID AWARD ISSUE Award the bid for construction of the 2010/2011 Small Drainage Program. BACKGROUND The Small Drainage Program constructs drainage projects throughout the City that are too large for City staff to complete, but are smaller than a typical capital improvement project. The projects originate from citizen complaints and from the maintenance staff and are compiled on the Small Drainage Project List. Each year the projects are prioritized based on need, expense, permitting requirements, and length of time on the list. The highest priority projects are designed and constructed. This year's construction includes projects that were scheduled for construction in 2010 but were delayed due to permitting issues, as well as projects from the Private Storm System Adoption Rehabilitation Program (Sites 1 5). The 2010/2011 Small Drainage Program will provide drainage improvements at nine locations listed on page 2 of this memo. ANALYSIS The project was advertised for bids on June 8 and 15, 2011. Four bids were received and opened on June 22, 2011. The bids were checked and tabulated. Green River Construction, Inc. is the low bidder with a bid of $788,005.50. The engineer's base bid estimate was $854,330.00. Green River Construction successfully constructed the 2009 Small Drainage Project. BUDGET AND BID SUMMARY (All amounts include sales tax.) Bid Results Estimate Budqet Bid Amount $788,005.50 $854,330.00 SDP (2011) Budget (pg. 144) $971,000.00 Private Storm Budget (pg. 145) 373,000.00 Contingency (15 118,200.83 128,149.50 0.00 Total $906.206.33 $982.479.50 $1.344.000.00 RECOMMENDATION The Council is being asked to award the construction of the 2010/2011 Small Drainage Program to Green River Construction, Inc. in the amount of $788,005.50 for consideration at the July 11, 2011 Committee of the Whole meeting and subsequent July 18, 2011 Regular Meeting. W: \PW Eng \PROJECTSW- DR Projects\91041201 (Small Drainage 2010- 2011) \Design \Design 2011 \Info Memo Bid Award 2010 -11 sb.doc 1 The 2010/11 Small Drainage Proaram includes: Site 1) Wells Trucking (S. 128 St West of East Marginal Way S) Replace existing failing pipe on private property that drains a public roadway. Site 2) Tukwila International Blvd. (south of SR 599) Replace existing failed 18" CMP with new pipe Site 3) East Marginal Way S (S 94 PI) Install a new catch basin to solve ponding issue Site 4) 44 Ave S (between S 122n and S 124 Install a drainage system Site 5) Evergreen Foods (T.I.B. and 13800 block) Reline and replace an existing failing pipe on private property that drains a public roadway. Site 6) S122 nd Street (between Duwamish River and 44 Ave S) Pipe relining Site 7) 40 Ave S (Southgate Creek) Pipe relining Site 8) Gilliam Creek Regional Detention Facility Control Structure Access Site9) Gilliam Creek at Andover Park E Trash rack Private Storm System Adoption Rehabilitation Program Project Attachments: Project Location Map Bid Tabulations 2 Q „n P 2010/2011 Site 3 Annual Neighborhood Drainage Program t 9� "n try s ,4 T 3 "Yrl ,99 m I 1111h St f Site 6 Site 2, Ne Site 4 W F E Site 1 Not to Scale Site 7 Site 5 I s,aa 1 14 I -11 \F ;hs Site 8 s, Site 9 wa I t )L LP i z ao, s,00;ns; m ,u Date. June 21, 2011 m., 3 CITY OF TUKWILA DEPARTMENT OF PUBLIC WORKS 2010/2011 Small Drainage Program Certified Old Tabulation June 22, 2011 Bidder No Bidder No 3 KPG B CeOln d Bid Tabula Engineer's Eatimabe R.L. Alla Company Green River Conatrudon, Inc. Laser Underground & Earthworks, Inc.. Road Construe Ion Northwest Section Unit Total No. No. Rem Quantity Unit Coat Cost Unit Total ' Cost Cost Unit Total ' Cost Cost Unit Total Cost • Cost Unit . Total Coat . Cost �• ROADWAY 15 1.04 Minor Chan•e 1 FA $15000 $ 15 000 - - 000,00 515000.00 $15,000.00 $15000.00 1 1.09 Mobilization 1 LS $65,000 $ 85000 380,000.00 580,000,00 544,000,00 044,000.00 895,000.00 $95,000.00 583,400.00 383,400,00 2 1 -07 Tem••ra Water Pollution /Erosion Control 1 LS 020 000 $ 20000 55000.00 $5000.00 $12,500.00 $12 500.00 515,000.00 ' $15 000.00 $18,700.00 - $16700.00 3 1 -09 Resolution of Utili CorRds 1 FA 520 000 $ 20000 $2000000 .20 000.00 $20 000.00 $20,000.00 020 000.00 $20 000.00 $20,000.00 $20 000.00 r • - '+' , ' 555 5 50 000 39 000.00 fe 000.00 525 00000 525 000.00 520 000.00 $20,000.00 $04 000.00 $04,000.00 5 2•02 Clearin• and Grubbin• 1 LS 315000 $ 15,000 540 000.00 540,000.00 $14000.00 $14000,00 $15,000.00 515000.00 $37 200.00 $37200.00 8 2 -02 Pavement Removal • 520 SY $10 5 5200 00,00 03 120.00 $5.00 52,800.00 $30.00 515,800.05 512.00 06,240,00 7 2-02 Removal of Concrete Extruded Curb 20 LF $10 $ 200 $1.00 $20.00 $300 $00.00 $50.00 $1,000.00 $5.00 $100.00 8 2.03 Unsuitable Foundation Excavation Incl. Haul 75 CY 530 $ 2250 510,00 $750.00 $1000 $1200.00 $35.00 $2625.00 532.00 $2400.00 9 2 -03 Gravel Borrow Indudin• Haul 600 TN $20 0 12 000 510.00 $8 000.00 920.50 $12 300.00 $22.00 $13 200.00 $20.50 $12 300.00 10 2 -05 Contaminated Soil Excavaton Ind. Haul 500 TN $180 $ 90 000 $20.00 $10,000.00 ' $71.00 $35,500.00 $150.00 $75,000.00 $25.00 $12,500.00 11 209 Controlled Density Fiit 20 CY 0110 $ 2,200 $50,00 01,000.00 $104.00 $2,080.00 $200.00 $4,000.00 $140.00 $2,800.00 12 4 -04 Crushed Sudacinr T•• Course 595 TN $30 $ 17850 $20.00 $11900.05 $20.50 $12 197.50 $25.00 $14875.00 $38.00 $22810.00 250 5280.05 085 800.00 $155.00 $30 425.00 5150.00 535 250.00 $162.00 538 07000 14 5.04 HMA Thickened Edge dQ 720 IF $5 $ 1 800 $2.00 5840.00 � $3.00 $980.00 I $10.00 $3,200.00 $2.75 $680.00 15 8•04 Cement Concrete Extruded Curb 20 -LF $20 5 400 $5.00 5100.00 57.00 $140.00 $50.00 - $1,000.00 $34.00 $880.00 $4,800.00 $720.00 16 5-20 Traffic Loop Replacement Complete 1 LS 55,500 0 5.500 55,000.00 $10.00 05,000.00 5160.00 58000,00 $50.00 18000.00 $800.00 $5,000.00 $200.00 $5,000.00 $3 200.00 $4,800.00 t $45.00 RAFFIC CONTROL DEVICES -'... . . 520 $ 320 17 7 -05 Stone Drain Marker 16 EA 18 8 -22 Replace Exist . Channelizabon 1 LS $2500 $ 2500 $2,000.00 $2,000.00 $3500.00 $3 500.00 $5000.00 55000,00 $3400.00 53400.00 ROADSIDE DEVELOPMENT • - . ' . 19 7 -15 - emovean• - e•lace ' Ater ervlce onnec on • $800 40,05 $900.00 $4,500.00 .1500.00 $ 500,0 - 1500.00 • 50'. "' 050.,, $1' 250.00' . 53100.001 $742.50 20 8-01 To•soil/Flne Com•ost 70 CY 540 $ . 2800 520.00 01400.00 038.00 52,660.00 $50.00 $3500.00 545.00 21 8-01 Hydroseed 165 57 $3 $ 495 $2.00 $330.00 $8.00 51320.00 $10.00 $7650.00 $4.50 22 8-01 Erosion Control Blanket 380 SY $8 $ 3,040 $4.00 $1,520.00 $5.00 51,900.00 $10.00 $3,800.00 05.50 52,090.00 23 8 -01 PSIPE Ater CinnatumMne Ma•le 1 Gal. Cont. 110 EA $10 $ 1 100 01000 11 100.00 512.95 51,424.50 $50.00 $5,500.00 $11.50 01 285.00 ,J1L12.l•'u'N ^n'DLL- •lialt. 99. 110 EA $10 $ 1,100 $10,00 01,100.00 $11.95 $1,314.50 I $50.00 $50.00 55500.00 $5,500.00 $11.50 011.50 $1 265,00 $1,285.00 25 8-01 PSIPE RUbus Parvifolie/Ihlmbleseny, l Gal. Cont 28 8 -01 PSIPE Symphodcsrpus AWUS/Snowbeny, 1 Gel. Cont. 110 EA $10 $ 1100 510.00 $1,100.00 $11,95 $1,314.50 $50.00 $5,500.00 $11.50 $1,265.00 27 8-02 Properly Restoration I FA $12 000 $ 10,000 $10 000.00 510,000.00p $10,000.00 $10,000,00 510,000.00 510,000.00 510,000.00 510,000.00 28 8-12 Remove and Replace Chainlink Fence 25 LF 530 $ 750 $50.00 $1,250.00 $26.00 $650.00 $50.00 01,250.00 $32.00 5800.00 29 849 Remove and Replace Mailbox 3 EA $500 5 1,500 $400.00 51,200.00 M. $125.00 $375.00 $500.90 $1,500.00 5465.00 01,395.00 STORM 30 DRAINAGE 2.09 . • . ' , ... ..... • .,- .... Shorn • .. I 31 2.12 Construction Geotextile for Separation 255 SY $5 000 $ 1,325 52.00 5530.00 $125.00 333 125.00 000.00 510.00 115,000,00 $2,650.00 $3200.00 $3.70 $3,200.00 $880.50 32 6.03 Trash Rack and Access for Control Structure, Complete i LS $55,000 $ 55,000 190 000.00 $50,000.00 $35,810.00 $39 810.00 550,000.00 $50,000.00 $42,800.00 $42,800.00 33 6-03 Trash Rack for Inlet Pi •: •ale 1 LS $25000 $ 25000 $19000.00 $19,050.00 512000.00 512000,00 $20000.00 $20000.00 $5925.00 $9525.00 34 7 -04 Storm Drain Pipe, 12" Ductile Iron 1,070 LF $70 $ 74 500 $40.00 $42 800.00 $58.00 $62 080,00 390.00 $90.00 $130.00 098,300.00 924,750.00 $8,450.00 $80.50 597.25 $125.00 566 135.00 026,743.75 $8,125.00 35 7-04 Storm Drain Pipe, 18" PVC 275 LF 575 $ 20 8, $50.00 513,750.00 565.00 $17 875.00 38 7 -04 Storm Drain Pipe, 18" HDPE 65 LF 5100 $ 8 5004 $70.00 $4,550.00 $98.00 $B 370.00 37 7 -04 Storm Drain Pipe, 24" HDPE 125 IF $150 $ 18,750 $100.00 $12,500.00 $109.00 513,825.00 $150.00 $18,750.00 $160.00 $20,000.00 38 7 -04 Storm Drain Pipe, 24" HDPE Bend W/ Vent 1 EA $500 5 000 $3 000.00 $3 000.00 $1,200.00 $15.00 $1,200.00 $6,375.00 $3,000.00 $30.00 - $3,000.00 $12,750.00 , $800.00 $10.00 1 $800.00 $4,250.00 39 7 -04 Remove/Abandon Existing Storm Drain Pipe 425 LF 515 S 0,375 $3.00 51,275.00 40 7-05 Conned to Existing Drainage Structure 4 EA $1,000 $ 4,000 8900,00 13,800,00 $1,500.00 $8 000,00 $5,000.00 $20,000.00 $725.00 52,90000 1 41 7 -05 Cetch Basin T • e1- 13 FA 51000 $ 13000 $900.00 $11700.00 51100.00 $14300,00 $2.000.00 $20000.00 $1160.00 $15080.00 42 705 Catch Basin Type 2, 481n. Diam. 8 EA $4500 $ 27,000 $2,000.00 $12,000.00 $3,400.00 $20.40000 $4,000.00 $24,000.00 $3,850.00 ' $21,900.00 $5,350.00 43 7 -05 Catch Basin Type 2,_54 In. Diem. 1 EA 55,500 $ 5,500 $3,000.00 03,000.00 53,900.00 53600.00 1 $6,000.00 58,000.00 05,350,00 44 7 -05 Overflow Debris Cage, 48 fn. Diem. 1 EA $800 $ 600 $3 000.00 $3,000.00 52,200,00 $2,200.00 $8,000.00 $8,000.00 $1,825.00 $1,025.00 45 7 -05 Construct Outfall 1 LS $2,500 $ 2,500 530 000.00 $30,000.00 58,500.00 $8,500.00' 515,000.00 615,000.00 $2,400.00 02,40000 48 7 -05 Trench Bluff Pillow, Complete 1 LS 54000 5 4,000' $25 000.00 825,000,00 58,800.00 08,800.00 518,000,00 618,000,00 $16,300.00 $16,300.00 485 7 -05 Exist! • Dram a.e Structure Modifications, Site 1 Com•lele 1 LS $e 000 5 8 000 560 000.00 $80 000.00 56150.00 Se 150.00 l 510.000.00 $10,000.00 $1 000.00 51 000.00 47 7-06 Pothole Exlstin• Utilities - 5 FA $300 $ 1500 $100.00 $500.00 $850.00 $4,250.00 51000.00 05000.00 5550.00 02750.00' 48 7 -10 Rehabilitate 36" CMP Pipe, Site 5 1 LS $40,000 $ 40,000 $100,000,00 $100,000.00 $47318.00 $47,318.00 $50,000.00 $50,000.00 $44,450.00 $44,450.00 49 7 -10 Rehabilitate 38" CMP Pi•= Site 6 1 LS $80000 4 80000 $100000.00 $100000,00 $123,952.00 $123952,00 - 135000.00 5135000.00 5123 00.00 $123100.00 50 7 -10 Rehabilitate 3W CMP PI • ., Site 7 1. LS $35 000 5 35 000 $80 000.00 580 000.00 $53 730.00 553 730,00 570 000.00 $70 000.00 $52 425.00 $52 425.00 51 7 -10 Remove PI•8 Obstruction 1 FA $5 000 $ 5 000 $5 000.00 $5 000.00 55 000.00 $5 000,00 $5 000.00 $5 000.00 $5 000.00 $5 000.00 52 7 -20 Tem • •re Water B pass S 'tern 1 LS $15 000 $ 15 000 55 000.00 $5 000.00 $8 900.00 58 900.00 $25 000.00 $26 000.00 58,000.00 $8 000.00 53 8.01 High Visibility Fence 200 180 LF TN $5 $100 $ 1000 3 18 000 59.00 575.00 $1,800,00 $12 00� 0.00 $4.00 $40.25 $800.00 $7 720.00 $5.00 535.00 $1,000.00 24 800.00 $3.40 581,00 $880.00 $8 700.00 54 B -15 Quarry Spells 6 Light Loose Rip Rap for Channel Protection TOTAL CALCULATED WO 5 854,330 BID • BID PROPOSAL FORM 940,196.00 788,006.50 1,082,600.00 913,166.76 TOTAL DIFFERENCE n $ 940,195.00 $ 788,006.50 $ 1,082,600.00 $ 913,186,76 CeOln d Bid Tabula