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HomeMy WebLinkAbout1139 ResolutionRESOLUTION NO. 1139 A RESOLUTION accepting the work done by L. W. Vail Company, Inc., under Job No. 76-3-02, Quarter Section L.I.D. No. 97 WHEREAS, the work done by L. W. Vail Company, Inc., under Job No.. 76-3-02, Quarter Section L.T.D. No. 97, has been examined by the City Engineer and the City Engineer found that the work on said project has been completed in accordance with the plans and specifications of said project, and it appears that the City should now accept the same and concur in the Engineer's recommendation, NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF PASCO: That the City Council concurs in the Engineer's recommendation and finds that.the work done under Job No. 76-3-02, Quarter Section L.I.D. No. 97, has been completed in accordance with the plans and specifications of said project and that the same be and is hereby accepted; and That the Department of Labor and Industries and the Washington State Tax Commission be notified of the acceptance of this work. PASSED by the City Council of the City of Pasco, Washington, This 19 day of December , 1977. E 611s!'.' Deputy City Clerk APPROVED AS TO FORM: Michael E. Cooper, City Attorney J Tidrick, Mayor CITY OF PASO® POST OFFICE. BOX 293 PASCO. WASHINGTON 99301 December' 6, 1977_ L. W. VAIL COMPANY 1920 North Fourth Avenue Pasco, Washington 99301 ******AGREEMENT**** Dear Rick, The attached drawing shows which streets the City feels will need a seal coat treatment when weather permits in 1978 on the streets improved by L. W. Vail Company this.year on L.I.D. No. 97. Also shown is 5th Avenue overlay with asphalt concrete pavement nominal 3/4" (inch) from Court Street to State Highway fence. All work and material required to meet the requirements of the City of Pasco shall be done without any additional compensation for all necessary work involved to complete this project. L. W. Vail Comapny, Inc. By: City of.. Pasco Sincerely, Ted Johnson Assistant City Engineer TJ:ocw attachments 4 1 5 1... ." -� JI ff—'?- 41 42 � *4 2 1 25 24; _JAI 1 121314151 .6 7 o wzo — 1 314 15 G I'l ... - fqmr I 73 — 18 i 1 I 4 - .0 5 7v ro6 14 63 71 -14 jAY 64 C! 17 11GI 15 G 35 ........... 1 314 15 G I'l ... - 73 — 18 i 1 I 4 - .0 72 . 7 63 71 -14 jAY 64 63 65 9 71 4 3 2 1 E66 67 CO E9, 5+ X 2 12 3141 5 6 z 1 9 4 IV 1. ILIK. - [A .5 N 5 19 19 EK), G 15 3' �4aj [170 IF71161151:14 311211111014, :> 6 7 ST. 1 31 5 7 819 1 4 .1 2 1- 6 1 �11 I d90 -. CIN 27 2 4J3 1131" -24 --1 21 FO - w -7j Mj12 5 LLJ 6 9 FF 12 13 i2 10 CA T F, 0 12 13 14 Le 1 I 12 fl �l 101 6 2 _.L5 2 13 I 4 14 10 I 91 z M. —M 121 F7 6 5 STREET )Yl 44 1111 A T.L. LTT Vr Cl C/Tr ep) F STIR E ET LOW* 11 CO., INC. 1920 N. 4th P.O. Box 847 Pasco, Washington 99301 (509) 547.9511 December 8'3% 1977 City of Pasco Department of Community Development P. 0. Box 293 Pasco, WA 99301 RE: Quarter Section LID 497 Gentlemen.: ,I We have reviewed. the quantities in Estimate No. 6, Semi -Final, dated December.6, 1977 and find them tobe correct. I am also enclosing.the letter of agreement between L. W. Vail Co., Inc. and the City of Pasco. ` With these two matters now resolved, I request .that our retainage be reduced to a sum adequate to guarantee the corrective actions specified in our letter of agreement dated December 6, 1977. It is my opinion that $10,000 is more than adequate, but is agreeable. Thank you for your attention. ` Very truly yours, L. W. VAIL CO., INC. Richard E. McKinnon Estimating Engineer i REM/djw Enclosure - - - •.- UNI'f5 01• OF"' DID UNIT PiOPK QUANTITY DLS.CRIPTIOW QUANTITY UNIT PRICE' CO141'1jETE.0 AMOUNT'. COt.1PLL•'TED I111E11 - 305 Sta. 1(35.50 305.5 56,67U- 100._2 1 (nmm7tt t:r.cav,�Lion Instal l 7.4" Alum. Pit -)c 950 I,I` 6.87 940 6,457.80 99.0 2 1 1 urIji:,h �: 1'rlrnish* f. InSL�tll'1.13" Al um.Pi:re 910 LI' 5:35 893., 4;777..55' 98.4 -1 Furnish r. Install 15" Alum.Pil)e 2.130 LF 4.65- 2129, 9,899:85-., 100:0 5 Furni.r,h & 1115 La I1 17." -Alum. Pipe 2925 LF .' 3.97' 247.9 9,841.63 . 84.8 97.2 6 Furnir.h & InsUl1.1 10 •AIum.1)iPC 187 S' LF ,. 3.36 .1822. 6,121..92 7 t'urn:_h & Insta1.1 4' Concrete 365 LF'. 2.10. 285 .598:50 78.1 pipc (�anit.ary Sewer) 2.70 82 221.40.' 51.3 8 " Fnrnis,lt & Install. 13" Concrete 160 LF 1`i pe (Sanitary Sewer) 950 LF. 1:50 940 1,410.00. 99:0 9 ch I:cavaCion & Backfill I't(,nr. 111" Alum. Pipe- 'french Backfill 910 LF 1.50 893 1,.339,50 98.1 10 LxcavaLlon & 11 'rrcnch Excavation,& Backfill 2130 -LF 1.50 2129 .31193,.50 100.1 12 Trench Excavation & Backfill 2925 LF 1'.50 2479-_3,718.50 . 84.8 l� & Backfill 1875 LF 1.50 1822 2,733.00: 97.2 13 Trench Excavation 14 1" Concrcle Pirc(Sanitary Scwer) 365 LF 1.50 28$ 427.50 78.1 15 n" Con%rc tc P.i pc. (S.in i tory Sewer) 160 LF 1.50 82 123.00 51. 3 24. EA 625..00 24 15,000..00 100.0 -]r, Furni:0) & Install concrete ni;snho3^_s49 48 EA 207,00 10,143.00 102.1 17 Furnish F .Inst.ill Catch Basins 1.00 239.5. 239.50 199.6 1R C nr1> r. Sidr_walk Rcmoval 120' LF 2827.6. 141.38 102.8 1 19 Sirl�..a1k R^tnov��1 2'750' SF .05 2.75 6685.6 18,3.85.90 99.8 . ji 20 CoW,r.r.-ftCenc;rcte Curb F 6700 LF ' 1 Construct Concrete Curb &.Gutter 1450 LF 2.75 1915.5 5,267.63 - 132.1 , 21 r � Type .,D.. 46,900 LF 1.60 47900 76,640.00 ' .: 98.0 72 22 c,r+n,Lrnct Concrete Glitter, 6,150 SF 1.02 9168.4 9,351.77 ✓ 149.1 ConSCruct 6" Si.cl��.�lk Sr .f15 28317'.8 24,070.13 97.7 24 (:rmst.rucL 4" Sidewalk .29,000 280 I,F 3_30 25 82.50 8.9 75 .nnc0-`--C S.it•'.i ng •w C: 3.50 6218'.:8 105, 319.96 �- 101.7 26 I'Irnish.& Place 5/8" Crushed`. 29,600. TON 23872.6 1'11rnish ti Place 1". Crushed 170850 TON 15.57 17494.6 272 390.92 98.0 27 Furnish &'Plaut Asphalt' ConcreLe Class "Lt" i 1,. UNITS Of, . . OF 81 .�• JfL.1•1 c t•111K ) n'U11tli'I'J' �:.I:U. I1'TII DESCRIPTION �IJAtJ'I'I'f7 UNIT P12ICI: COH1'LGTCU ANOU11T COJ;FLI:'l, ! 'a,,`. • 213 n; phis l t 'Cont rr! to Pa tchi ny700 S'f .50 308.9 154.45 44.1 ( 79 AdiusC L'x.i .Ci.i3q Manholes 7) GA 55.00 80 4,400.00 . 109.6. ..30 Cur.h & Gut er. ' Removil LF I ' 254,5 254.50 139.8 31 Adji,st Lxist.inq woter. valves 7.1 .no EA„ 55,00 84 4,620.00 ,. 113.5 32. ActjuSt Existing Catch Basins ;24 'EA 45.00 21 945.00 87.5 , J 33 Rc.locatc L:xisting CaLch•BAsins 2 EA 150.00 1 150..00.; 50.0 34. Adjust new manholes 24 EA 25.00. 24 600.00 100.0.0 j CHANGE ORDERS NUMBERS 1 -through 4 1,250;00 ADDITIONAL - DRIVEWAYS 2;230.00 PLUS SALES TAX ON ABOVE ($1100 x.5.1%) 56.10.. ADDITIONAL PAVING (alleys) 91*331.57' t PLUS SALES TA" ON ADDITIONAL PAVING 136.79 EXTRA WORK ORDER FROM NEVILL'S EXCAVATION 2,558.50 TOTAL AMOUNT EARNED. 671,253.00 LESS 10% RETAINED. -67,125.30 SUB. TOTAL 604,127.70 LESS PREVIOUS PAYMENTS:. -586;342.60 .' EST. NO.. 1 $ 3,341.84 EST. NO. 2 158,419.94 ' EST. NO. 3 262,418.00 EST. NO. 4 104,173.10 ` EST. NO. 5 57,989.,72 AMOUNT-NOW,DUE �. 17,785.10.