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HomeMy WebLinkAbout06/21/2011 20 West Coast Construction Co., Inc. Yakima DFI, Phase 4, City Project No. HG2299; Final Contract Payment BUSINESS OF THE CITY COUNCIL YAKIMA, WASHINGTON AGENDA STATEMENT • Item No. For Meeting Of 6/21/11 ITEM TITLE: Final Contract Payment for West Coast Construction Co. Inc. — Yakima DFI — Phase 4 City Project No.: HG2299 — HUD Fed Aid. No. 08 -F6401 -027 (Standard Motion V -B — Accept the project and approve the final payment) SUBMITTED BY: Joan Davenport — Director of Community & Economic Development CONTACT PERSON/TELEPHONE: Doug Mayo - City Engineer 509- 576 -6678 SUMMARY EXPLANATION: This project consisted of making improvements to `A' Street from N. 3 Street to N. 6th Street. The work consisted of removing and reconstructing the sidewalk on the north side of E. 'A' Street from N. 3` Street to Naches Avenue and on the north and south sides of E. `A' Street from Naches Avenue to N. 6th Street. This included new concrete sidewalk, concrete pavers, trees, pedestrian lighting, irrigation, and new asphalt paving. Cost overruns were mainly due to more sidewalk removal and pavement replacement than was shown in the plans. The existing pavement was severely cracked in some areas, so additional pavement was replaced to provide a smoother riding surface. Funds to construct this project were from the following sources: CDBG, CDBG -R, Public Works Board and REET 2. Final inspection for this project was made and the recommendation is that the project be accepted. This Council action is to accept the project and approve the final construction costs. Contractor: West Coast Construction Co. Inc. Contract Award: 8/12/10 Contract Cost: $417,189.00 Final Contract Cost: $445,096.68 Amt. This Payment: -0- The above total contract cost is for construction only and does not include engineering and other costs. Resolution Ordinance X Other (Specify) Final Contract Payment Contract Mail to (name and address): Funding Source Community Development Fund APPROVED FOR SUBMITTAL: IN City Manager STAFF RECOMMENDATION: Accept the project and approve final estimate. COUNCIL ACTION: •• • • City of Yakima PROJECT TITLE A Street - 3rd Street to 6th Street City Engineering Division . 129 N 2nd Street • City Project No.: HG2299 • Yakima, WA 98901 i TO: West Coast Construction, Inc. Progress Estimate No.: FINAL Pay Period • • • . • • Date: June 13, 2011 a Ttsal - ,_ i. i t *' 1 ,. �. - T _,' �:.� ` 'c. °, .. B d"+. - it ° :Bl : " - t;, ° ' , - i _�- •. - o " -� o09 •_ r_ . ; P-- - .• F o � xe NOid a; . < . �:I....,:-Z_, 67n- .- ` h A; ", ` S ri I m _ . �'v tli., y , . -5.. . il: °: ' z - .. ' ,.� . �...r - i -.g s,. r :_s. €t ; . � .a --� °` ;�' __ .._. ,. �:. ,,a�s , . r _.., __ , � �����S! ..�`:�., .-�� ''� :�` - .�.�.M_� =��." � . _..!!...lk -... � � > °u ' 4. ±`:.:� t'��ilIl � __,� c ..- - _.... ,� �=i�t . �.:. � :.�. � � kikill 1 SPCC Plan LS 1 $1.00 $ 1.00 1.00 . 100% $ 1.00 1.00 $ 1.00 0.00 $ 2 Mobilization .. LS ' 1 $42,000.00 $ • 42,000.00 42000.00 100.00% $ 42,000.00 1.00 $ 42,000.00 ' 0.00 $ - 3 Project Temporary Traffic Control • LS 1 $2,000.00 $ 2,000.00 1.00 100% $ 2,000.00 1.00 $ 2,000.00 0.00 $ - 4 Clearing and Grubbing . LS 1 $4,000.00 $ 4,000.00 1.00 • 100% $ 4,000.00 1.00 $ 4,000.00 0.00 $ - 5 Removal of Structure and Obstruction LS 1 $8,300.00 $ 8,300.00 1.00 100% $ 8,300.00 1.00 • $ 8,300.00 0.00 $ - 6 Saw -Cut, Per Inch Depth • LF 200 $0.20 $ 40.00 2590.00 1295% $ 518.00 12.95 $ 518.00 0.00 $ - 7 Unsuitable Excavation Incl. Haul CY 20 $1.00 $ 20.00 0 0.00% $ - • 0.00 $ - 0.00 $ - 8 Roadway Excavation Incl. Haul CY 135 $20.00 $ 2,700.00 238 • 176.30% $ 4,760.00 1.76 $ 4,760.00 0.00 $ - 9 Removing Existing Cement Conc.'Sidewalk SY 1,200 $13.00 $ 15,600.00 1923 160.25% $ 24,999.00 1.60 $ 24,999.00 0.00 $ - 10 Saw Cutting Sidewalk Meet Line LF 70 $3.00 $ 210.00 0 0.00% $ - 0.00 $ - 0.00 $ - ' 11 Crushed Surfacing Top Course . TON 145 $22.00 $ 3,190.00 351.6 242.48% $ 7,735.20 2.42 $ 7,735.20 0.00 $. - 12 Crushed Surfacing Base Course ' TON 140 $18.00 $ 2,520.00 0 . 0.00% $ - 0.00 $ - 0.00 $ . 13 Asphalt Treated Base' TON 100 $81.00 $ 8,100.00 0 0.00% $ - 0.00 $ - 0.00 $ - 14 HMA CL. 1/2 inch PG 64 -28 TON 52 $89.00 $ 4,628.00 266.09 . 511.71% $ 23,682.01 4.54 $ 20,988.87 0.58 $ 2,693.14 . 15 Pavement Repair SY 20 • $62.00 $ 1,240.00 202 1010% $ 12,524.00 10.10 $ 12,524.00 0.00 $ - 16 Concrete Unit Pavers SF 220 $11.00 $ 2,420.00 208 94.55% $ 2,288.00 0.95 $ 2,288.00 0.00 $ - 17 Removing And Replacing Frame and Grate EA 1 $300.00 $ 300.00 1 100% $ 300.00 1.00 $ 300.00 0.00 $ - 18 Catch Basin Type 1 • EA 2 ' $1,400.00 $ 2,800.00 2 100% $ 2,800.00 1.00 ' $ 2,800.00 0.00 $ - 19 ESC Lead DAY . ' 4 $5.00 $ 20.00 0 0.00% $ - 0.00 $ - 0.00 $ - • 20 Root Barrier LF 360 $12.00 $ 4,320.00 360 100% $ 4,320.00 1.00 $ • 4,320.00 0.00 $ - 21 Tree Grate EA 8 $2,100.00 $ 16,800.00 8 100.00% $ 16,800.00 1.00 • $ 16,800.00 0.00 $ ' - 22 Precast Concrete Planter, 42 in. Diam EA, 6 $1,200.00 $ 7,200.00 . 6 100.00% $ 7,200.00 1.00 . $ 7,200.00 0.00 $ - 23 Precast Concrete Planter, 48 in. Diam EA 5 $1,500.00 $ 7,500.00 5 100.00% $ 7,500.00 ' 1.00 $ 7,500.00 0.00 $ - 24 PSIPE: Scarlet Sentinel Maple • EA 7 $410.00 $ 2,870.00 9 128.57% s $ 3,690.00 1.29 $ 3,690.00 0:00 $ - 25 PSIPE: Chanticleer Flowering Pear EA 8 . $350.00 $ 2,800.00 9 112.50% $ 3,150.00 1.13 $ 3,150.00 _ 0.00 $ - • 26 SOD Installation ' SY 10 . $17.00 $ 170.00 . 440 • 4400.00% $ 7,480.00 44.00 $ .7,480.00 0.00 $ - 27 Irrigation System LS 1 $30,500.00 $ 30,500.00 1 100% $ 30,500.00 1.00 • $ 30,500.00 0.00 $ - 28 Cement Conc:Traffic Curb and Gutter LF 600 $13.00 $ 7,800.00 802 133.67% $ 10,426.00 1.34 $ 10,426.00. 0.00 $ . - 29 Cement Conc. Sidewalk, 4 in. thick SY 1,310 $34.00 $ ' 44,540.00 1287 98.24% $ ' 43,758.00 0.98' ' $• 43,758.00 0.00 $ - ,, �� . - ,., q ! ,. �.:. a � ;;� ' = 3 -., sse + ^rr fi ;e'av'. -mom.+ _ - r ��7,� , -.. r s.. .. :. .a� �. k � - .. t. ' Bi . ° I* r ° .BId r;(rii •. , 3 1 ate: ,_ r u �, _ , s F?r1 1 ? i ;3 _ _ .te a :71 ° kriiouhta� ' k:: Ai M`r's 8 . . bfl'�'.- -s .a M q {II p- - - -.' - ` , k -�.a r. n`ifrit J �'. ' i i ' fi ui - d' - �+ � �" � '�'e- _ j ' OR* �.. - !%t..,n .., '� ,�. _,.... _. � .. . �' . e ..e . `�, -. �, ..- ,, . n... .- ..,. � .. - � .... ......... � , D ,tnu_F � � ,,.����_ .. . .....,a « .wnw . ",�': ,.. «_...._ Oho r . � ,. _. .... Aga .. R -. -.. ��. ou a F,J�c -� 5.. A _ -- - .. �� 4S a ..3 , ;' 2' .C.. - - "�` . . 30 Cement Conc. Sidewalk, 6 in. thick SY 70 $40.00 $ 2,800.00 131 187.14% $ 5,240.00 1.87 $ 5,240.00 0.00 $ -. 31 Signpost Sockets EA 8 $100.00 $ 800.00 8 100.00% $ 800.00 1.00 $ • 800.00 0.00 $ - 32 Cement Conc. Sidewalk Ramp Type 1 EA 5 $800.00 $ 4,000.00 5 100% $ 4,000.00 1.00 • $ 4,000.00 0.00 $ - 33 Cement Conc. Sidewalk Ramp Type 3B EA 10 $800.00 $ 8,000.00 10 100% $ 8,000.00 1.00 $ 8,000.00 0.00 $ - 34 Illumination System LS 1 $25,000.00 $ 25,000.00 1 100% $ 25,000.00 1.00 $ 25,000.00 0.00 $ - 35 Pedestrain Lighting System LS 1 $58.000.00 $ 58,000.00 1 100% $ 58,000.00 1.00 • $ 58,000.00 0.00 $ - 36 Tree Lighting System LS 1 $44,000.00 $ 44,000.00 1 100% $ 44,000.00 1.00 $ 44,000.00 0.00 $ - 37 Repair or Replacement FA .1 $50,000.00 $ 50,000.00 29325.47 58.65% $ 29,325.47 0.45 $ 22,689.31 0.13 $ 6,636.16 PROJECT TOTAL $ 417,189.00 107% 445,096.68 TOTAL $9,329.30 5% RETAINAGE $466.47 AMOUNT NOW DUE $8,862.84 hereby certify that the foregoing is a true and correct statement of the work performed under this Contract. • CITY ENGINEER I • • • . . ID • • City of Yakima Water and Irrigation Division GENERAL 308 IRRIGATION SYSTEM PHASE 4/STAGE 1 IMPROVEMENTS 2301 Fruitvale Boulevard City Project No.: IR2287 Yakima, WA 98902 . HLA Project No.: 10046.0 • TO: KRCI, LLC Progress Estimate No.: 7 AND FINAL • P.O. Box 5120 Wenatchee, WA 98807 Date' May 19, 2011 Item Contract. ...Unit Estimate 7 Quantity Contract. No Description ; Unit ; Quantit• .Price . , Quantity. to Date Amount. Quantity SCHEDULE A 1 Mobilisation LS 1 • $4 0% 100% $42,500.00 100% 2 Project Temporary Traffic Control • .. LS 1' . - 52,500.00 0% 100% • .$2,500.00 100% 3 Clearing and Grubbing LS 1 $12,000.00 0% 100% 512,000.00 100% 4 Pipe Cleaning and Inspection LF 6,980 52.00 0 7,044 $14,088.00 101% ' 5 Access Pit EA 13 5400.00 - 0 10 . 54,000.00 77% 6 Slipline 6 -Inch HDPE Pipe LF 3,470 510 00 ' 0 • ' 3,442 $34,420.00 99% 7 Slipline 4 -Inch HDPE Pipe LF 3.510 $8 00 ,0 3,487 527,896.00 99% 8 Shoring or Extra Excavation LS' . 1 5100.00 0% ' 100% $100.00 100% 9 4 -Inch Gate Valve EA 3 $700.00 0 3 52,100.00 100% 10 2 -Inch Gate Valve EA 1 5380.00 0 0 • $0.00 0% 11 Service Connection for PVC EA 3 $250 00 0 • 3 $750.00 100% 12 • Service Connection for HDPE EA 238 5265.00 0 238 563,070.00 100% 13 Service Valve EA 482 • 545 00 0 474 521,330.00 98% 14 Service Riser • EA 241 555.00 0 85 54,675.00 35% . 15 Type 1 Valve Box EA 246 5100.00 0 230 523,000.00 93% ' 16 Type 2 Valve Box EA 241 540 00 ' 0 254 $10,160.00 105% 17 Service Lateral LF 2,800 516.00 0 3.211 $51,376.00 115% 18 Cold Mix Asphalt SY 400 512.00 0 330 $3,960.00 83% 19 Trench Repair, Type 1 SY 420 547.00 0 393 . $18,471.00 94% 20 Gravel Surfacing Repair SY 8.000 53.50 0 6,146 521,511.00 77% 21 Concrete Slab, 6 -Inch Thick SY , 16 560 00 0 • 2 $120.00 13%Jo . 22 Crushed'Surfacing Base Course TON 150 519.00 0.00 146.57 52,784.83 97.7% 23 Select Backfll, as Directed TON' 570 519,00 0.00 193.09 53,668 71 33.9% 24 Minor Changes FA 1 510,000.00 0.00 12,172.35 512,172 122% SCHEDULE A, SUBTOTAL $376.652.89 • SCH EDULE B 25 Mobilization . obilization LS 1 55,000 00 0% 100% 55,000.00 100% 26 Project Temporary Traffic Control • . LS 1 5500 00 0% 100% 5500.00 100% 27 Clearing and Grubbing LS 1 54.000.00 0% 100% 54.000.00 100% 28 Pipe Cleaning and Inspection LF 4,240 52 00 0 4,228 58 456.00 100% • 0 kFROJECTS•0010t10i45C YA GE1: 308 IRRIGATION KRCI LLC PROGRESS ESI PROGRESS ES1 NO : AND :INAL xis . Huibregtse, Lot man Associates, Inc. • • • • , • • ..• •.Contrptt .•• • -• • T Estimate . 7. QuanNW. Copti No ' :DeCtiption 'Unit Quantity Price Quantity to Date Amount Quantlty SCHEDULE B CONTINUED 29 Access Pit EA 5 S2,500 00 0 5 , $12,500.00 100% 30 Slipline 32-Inch HDPE Pipe LF 3,310 $65.00 0 3,146 $204,490.00 95% 31 Slipline 30-Inch HDPE Pipe LF 930- 565.00 -• 0 922 559,930.00 99% . • • 32 32-Inch HDPE Access Port EA 6 57,000.00 0 6 542,000.00 100% • 33 30-Inch HDPE Access Port EA 2 $7.000.00 0 2 514.000.00 100% 34 Irrigation Vault EA 6 52,900.00 0 6 - 517,400.00 100% • 35 Air Release Vent Assembly • EA 1 57,100.00 0 1 57,100.00 100% • 36 Flow Meter Adjustment LS 1 $4,000.00 0% . 100% 54,000.00 100% 37 Gravel Surfacing Repair SY .340 $3.50 0 0 50.00 0% 38 Minor Changes FA • 1 $10,000 00 0.00 6,287.24 56,287.24 63% SCHEDULE B, SUBTOTAL $385,663.24 CHANGE.ORDER Reduce the wall thickness of the HDPE pipe C1-1 • LS 1 -510,500.00 0% 100% -510,500.00 100% without reduction of pipe's pressure rating. Fuse the pipe access ports to the pipe C1-2 LS 1 • -55,000.00 0% 100% -55,000.00 100% rather than using bolted access ports. Reduce the quantity of Item 30, "Slipline 32- LF -160 $65 00 Payment Reflected in Bid Item 30 0% C1-3 Inch HDPE Pipe". C1-4 32" HDPE Pipe Material only, including LF 160 547.12 0 • 160 $7.539.20 100% • freight and contractor's mark-up. Labor and Materials to install HDPE piping C1-5 FA EST , 526,000.00 0 25..679.21 525,679.21 99% by the open-cut method. • I • CHANGE ORDER NO. 1, SUBTOTAL 517,718.41 C2-1 Hot Mix Asphalt, Class 112" Commercial. TON 250 5100.00 0.00 240.43 524.043.00 96% CHANGE ORDER NO. 2, SUBTOTAL 524,043 00 • • • • • • • • • • • • • TROJECTS1201LILLONFLC L 304 IRRIGAilFiN .RCI 1.:.C1FIROGRESS ESL W17E5051911 PROGRESS /O AND FINAL al% Hulbreutse. Louman Associates. Inc. • • • • • Item , 'Contract; . Unit::'..: . .. EStimate,7 Quantity :Contract • a . No Description -, Unit .` Quantity.. Rrice , Quantity: to Date mou Anf Quantity • SUBTOTAL, WORK TO DATE $804,077.54 . PLUS MATERIALS ON HAND $0.00 • SUBTOTAL AMOUNTS $804,077.54 • . 8 2% STATE SALES TAX $65,934.36 ----- . . . . , TOTAL $870,011.90 • LESS AMOUNTS PREVIOUSLY PAID $870,011.90 . ' AMOUNT NOW DUE SO 00 Progress Estimate No.. 1 $ 129,556.01 Progress Estimate No. 2 $ 307.021.33 ' Progress Estimate No. 3 $ 107,081.98 REVISED Progress Estimate No. 4 $ 238.280.55 Progress Estimate No. 5 $ 7,378.42 Progress Estimate No. 6 $ 80,693.61 • Progress Estimate No 7 AND FINAL $ 0,00 I hereby certify that the foregoing is a true and correct statement of the work performed under this Contract. • • Michael T. Battle, PE "--- ACCEPTED: I hereby accept the Final Progress Estimate and Final Contract Voucher Certification, in accordance with Section 1 -09 9 of the WSDOT,Standard Specifications. • . It v / . ,,,, ,77:, ,,r:: ?.44 ,. /: / / J 1111 . K • ' I, LLC - • Date: • G'PF= _'ECTS \2010,1 r:'4ci: Yr GE 1: 306 if Yf1[:■ t ( "S+HO.;4ii;SS EST V. ,',Thix i : PROGRESS CST 140 AND: .4 • . Huibregtse, Louman Associates, Inc.