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HomeMy WebLinkAboutADDENDUM NO 1 ADDENDUM NO. 1 TO THE BIDDING DOCUMENTS F.Y. 2019 STREET RECONSTRUCTION PROGRAM CONTRACT NO. 965 CITY OF WATERLOO, IOWA DATE: March 20, 2019 LETTING DATE & TIME: March 28, 2019 1:00 P.M., Local Time TO ALL BIDDERS ON THE ABOVE PROJECT: All Bidders submitting a bid on the above contract shall carefully read this Addendum and give it consideration in the preparation of their bid. TO ALL BIDDERS ON THE ABOVE PROJECT: I. The following are revisions in the estimated quantities in the Form of Bid or Proposal: ORIGINAL NEW PLAN QTY PLAN QTY ITEM 11 SANITARY SEWER GRAVITY MAIN, TRENCHED, TRUSS, 8 INCH 1,307.50 1,618.50 ITEM 13 SANITARY SEWER ABANDONMENT, FILL AND PLUG, 8 INCH 386.00 916.00 ITEM 16 SANITARY SEWER SERVICE, TRACE 3.00 18.00 Item 11 —Added 311.0 feet to W. 3rd Street Item 13—Added 530.0 feet to W. 3`d Street Item 16 -Added 3 to Forest Ave., 4 to Maryland Ave. and 8 to W. 3rd Street II. On Forest Ave., Maryland Ave., Meadow Lane and W. 3rd Street where the bid item Sanitary Sewer Abandonment, Fill and Plug applies, the contractor who constructs the sanitary sewer main shall also perform the Sanitary Sewer Abandonment, Fill and Plug item of work as well as construction of the sanitary sewer services that cannot be connected to the new sanitary main during its construction, i.e. "blind side" services. III. On Plan Sheet 25, Meadow Lane Tables, add Sanitary Sewer Services Table as follows: 671 Sheridan Road — 30 feet; 824 Meadow Lane —35 feet. IV. Revised plan sheets for the above revisions include the following: 1. Sheets 8-9 Forest Ave. —Added note regarding paragraph II. of this addendum. 2. Sheets 13-15 Maryland Ave. —Added note to plans regarding Sanitary Sewer Abandonment, Fill and Plug of existing main (See paragraph II.) 3. Sheet 33 Oakwood Ave. —Added Telephone utility crossing at Station 14+20 4. Sheet 36 E. San Marnan Access Rd -Added fiber utility information. 5. Sheets 46-47 W. 3rd St. —Added note to plans regarding Sanitary Sewer Abandonment, Fill and Plug of existing main in 1800 block. (See paragraph II.) Contract 965 Addendum No. 1 Page 1 of 2 V. Use revised Form of Bid Page 2 of 7 pages included in this addendum. Any revisions to any of the Contract Documents made by this Addendum shall be considered as the same revision to any and all related areas of the Contract Documents not specifically called out in this Addendum. The bidder shall acknowledge receipt of this Addendum by inserting the number and date in the spaces provided in the Form of Bid or Proposal, Item 9, Page 6 of 7. Dennis J. entz, P. . Assistant City Engineer City of Waterloo, Iowa Department of Engineering Contract 965 Addendum No. 1 Page 2 of 2 V. Use revised Form of Bid Page 2 of 7 pages included in this addendum. Any revisions to any of the Contract Documents made by this Addendum shall be considered as the same revision to any and all related areas of the Contract Documents not specifically called out in this Addendum. The bidder shall acknowledge receipt of this Addendum by inserting the number and date in the spaces provided in the Form of Bid or Proposal, Item 9, Page 6 of 7. Dennis J. entz, P._. Assistant City Engineer City of Waterloo, Iowa Department of Engineering Contract 965 Addendum No. 1 Page 2 of 2 SUDAS SPECIFICATION *SEE BID SUPPLEMENTAL UNIT BID TOTAL BID ITEM SP=SPCL PROV DESCRIPTION UNIT EST QTY PRICE PRICE DIVISION 4-SEWERS AND DRAINS- SANITARY(CONTINUED) 9 4010-108-A-1 * SANITARY SEWER GRAVITY MAIN,TRENCHED, TRUSS, 12 INCH LF 106.50 $ $ SANITARY SEWER GRAVITY MAIN,TRENCHED, 10 4010 108 A 1 TRUSS, 10 INCH LF 635.50 $ $ 11 4010-108 A-1 SANITARY SEWER GRAVITY MAIN, TRENCHED,TRUSS, 8 INCH F Ji, $ $ 12 4010 108E 0 * SANITARY SEWER SERVICE STUB/RENEW, SDR 23.5, 6 INCH LF 1,254.00 $ $ SANITARY SEWER ABANDONMENT, FILL AND 13 4010-108-K-2 PLUG, 8 INCH LF 916.00 $ $ SANITARY SEWER ABANDONMENT, FILL AND 14 4010-108-K-2 PLUG, 12 INCH LF 65.00 $ $ 15 4010-108-K-2 SANITARY SEWER ABANDONMENT, FILL AND PLUG, 15 INCH LF 327.00 $ $ 16 SP#6 SANITARY SEWER SERVICE,TRACE EACH 18.00 $ $ 17 SANITARY SEWER SERVICE, DYE TEST SP#5 INVESTIGATION EACH 8.00 $ $ 18 SANITARY SEWER SERVICE, UNDERGROUND SP#4 INVESTIGATION EACH 3.00 $ $ DIVISION 6-STRUCTURES FOR SANITARY SEWERS 19 6010-108-A-0 * MANHOLE, SW-301,48" EACH 11.00 $ $ 20 6010-108-C-0 DROP CONNECTION EACH 1.00 $ $ 21 6010-108-A-0 * MANHOLE, SW-301,60" EACH 1.00 $ $ 22 6010-108-H-0 * REMOVE MANHOLE, SANITARY EACH 10.00 $ $ 23 MANHOLE RING AND COVER, FURNISH AND SP# 14 INSTALL EACH 2.00 $ $ SUBTOTAL BASE BID SANITARY SEWER $ DIVISION 4-SEWERS AND DRAINS-STORM STORM SEWER,TRENCHED, RCP 2000D, 18 24 4020 108 A 1 * INCH LF 336.50 $ $ STORM SEWER,TRENCHED, RCP 2000D, 15 25 4020 108-A 1 INCH LF 126.70 $ $ STORM SEWER,TRENCHED, RCP 2000D, 12 26 4020 108 A 1 INCH LF 1,143.50 $ $ REMOVAL OF STORM SEWER, RCP, LESS 27 4020 108 C 0 THAN OR EQUAL TO 36 INCH LF 815.00 $ $ 28 4040-108-A-0 SUBDRAIN, PERFORATED PVC TYPE S,6 INCH LF 14,151.00 $ $ 29 4040-108-A-0 SUBDRAIN, PERFORATED PVC TYPE S,4 INCH LF 283.00 $ $ SUBDRAIN OUTLETS AND CONNECTIONS, 30 4040 108 D-0 CMP,6 INCH EACH 48.00 $ $ STORM SEWER SERVICE STUB, SOLID WALL 31 4040 108E 0 PVC TYPE S1,4 INCH LF 770.00 $ $ DIVISION 6-STRUCTURES FOR STORM SEWERS 32 6010-108-A-0 * MANHOLE, SW-401,48" EACH 15.00 $ $ 33 6010-108-A-0 * MANHOLE, SW-401,60" EACH 1.00 $ $ 34 6010-108-A-0 * MANHOLE, SW-402 EACH 3.00 $ $ 35 6010-108-A-0 MANHOLE, SW-406, SHALLOW RECTANGULAR EACH 6.00 $ $ 36 6010-108-B-0 INTAKE, SW-501, SINGLE GRATE EACH 16.00 $ $ FORM OF BID CONRACT NO. 965_ADDENDUM NO. 1 Page 2 of 7 r V co v co StetiunttT Gutter CL Elev LT Gutter p N ? 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'tiT --Io (319)291-4312 PHONE CONTRACT#965 25'B-B W/CURB AND GUTTER 'af0r 0 Co (319)291-4262 FAX o r co Station92T Gutter CL Elev LT Gutter Co0 CO ' j-' A 9 \\ �f co o 0 en 0 A CD W O N 4 Co W O 1 \ 1it 11 � - \ (n W ..mL �� 0 a7 O SAA 0) C 14+00.00 856.41 856.71 856.41 ._.1, W 14-00 Cl) D 31 B-B o Irn .1 01 D H m60'ROW -11E 121 14+25.00 856.55 I\\ - \ 0 J 0 a H \ o SM 14+50.00 856.39 o ��� 14+5p+/- CO SM w I■ (1;7? CA J 0 0 14+75.00 856.23 I 0 - SM I 0 dp I\cm \ .15+00.00 856.06 1*0 S/U1 0 0 0 � Cn H 0 CO SM SM I ► 15+25.00 855.90 cp b _ a - \ \\ :;;.-_-:_7------------__r_ I 15+50.00 855.74 - H \ \ �.,o) SM SM 0m z m nW - rn OmX ' o Ow U- 15+75.00 855.58 to D to D ro SM o) 4 o .. .. 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R• ; w mSTREET RECONSTRUCTION PROGRAM �►1�,r�/j m . WATERLOO,IOWA 50703 CANDLEWICK RD.TO GREENBRIER RD. �T. , -I ts3 o (319)291-4312 PHONE CONTRACT#965 31'B-B W/CURB AND GUTTER 'a o u, (319)291-4262 FAX ter o0 r StationTtT Gutter CL Elev LT Gutter * ri 1 m t0 to tp to to co coI n cot0 0) N C o N . ON) coo O N . Ow) ct(.....") ....., 10+00.00 933.13 933.32 933.14 '� PVI S A=10+50.00 C ELEV 933.3. 10 00 m -1 x o_ 10+25.00 932.87 933.14 932.87 o i a <I C J . O O D * - o f/ --I-Im -n i -< `� o cn ST FF�NCIS D . • 00 g 71 H V I S:10+4..00I- CP C� m mm 10+50.00 932.95 l B CE:930.99 cn cn IIIIIIIEVI z z - cSST 6ZH -0m > > I M< � zz o 5' P. on Tm--I zz Ti10+70.00 932.71 G) m . 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CSD 14+10.00 925.73 926.03 925.73 o N..) .NA • o o IV I CO I - '11 I -.1. o CITY OF WATERLOO, IOWA E. SAN MARNA 0, m ENGINEERING DEPARTMENT :a m W 715 MULBERRY STREET F.Y. 2019 STREET ACCESS RD. °' N WATERLOO,IOWA 50703 RECONSTRUCTION PROGRAM (319)291-4312 PHONE CONTRACT# 965 ST. FRANCIS DR.TO STA: 26+91.57 t (319)291-4262 FAX 31' B-B W/CURB AND GUTTER C 0 No 0 z m x 'z FiO FI > o 0 0 CO W Z V Stations RT Gutter CL Elev LT Gutter Oi G) V G CO •P O W J 10+05.00 863.90 864.39 863.95 ::OP z W PVI STA= 10 05.00 00 10+00 0 z �� ELEV= 864.3:0 =� - °' 111 �* m o �\ H 10+25.00 864.08 864.48 864.08 j X x cz.r, D m � ' o D m r. Z � '. �� fio cn� w W o 0 10+40.00 ::::: DcnDmz; D y D O • / ,,,-o_L rn D Ell..,. 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W 12+75.00 868.68 �` w) z p O G. z OT ZO �` ---r- X o \ ' 0 c� ro 13+00.00 869.27 Z I 13+00 °' ® z . p H 73 rn 13+25.00 W 869.89T WZO \_ cn 41, m � H p r r rnIll It III C 13+50.00 870.54 Z co0 Q�-� w N Ii pto �z .t I' D w 13+75.00 871.22 N _ „' D 3 ;, o E CS: 13+811 .r� U \T n " Z , VCE: 871. �1 , W o_ N D D. °' o H z U 14+00.00 871.52 871.92 871.52 y 14-00 H v --Ni-n --Ni- CITY OF WATERLOO, IOWA v �i ���. co m ENGINEERING DEPARTMENT W. 3RD ST. 'R� ; .W rn 715 MULBERRY STREET F.Y. 2019 STREET i M�,,_,,/ °' m WATERLOO,IOWA 50703 RECONSTRUCTION PROGRAM CLOUGH ST.TO 14+25 ('1T_ 1 'i a (319)291-4312 PHONE CONTRACT#965 41' B-B W/CURB AND GUTTER 'dferoo °� (319)291-4262 FAX __) u n H v.w < - W n 0) _ O N O rn 0 z a O Stations RT Gutter CL Elev LT Gutter m V V Q p O 6D N 14+00.00 871.52 871.92 871.52 14+00 I e u) 14+25.00 872.24 872.63 872.24 ( ---1 \ 14+27.00 872.29 872.69 872.29 / H z D o0! -' 1 r/ w -� cn \ v W i cn 14+50.00 873.34 S cn 1.41 • \ M T. co 0 cn N_ ' > H z Pi 14+75.00 874.05 N D m Im CJJD • w I n D Z co N 15+00.00 874.76 n o It W 15100 2 ; D * m ' .� O n cn 0 C) o = x u o z 0 O p 15+25.00 co 875.47 coD i I V m m _©. H cn \ I\\ D� zm 3 15+50.00 876.18 m l O O cn z O ` a) xH c zx . to o w �4 15+75.00 876.88 Z z� 0.s. p U m Z0 v - pCn 00 q m D m BVCS: 15 8 .50 -U'm o v \ m 15+87.50 877.24 c Cj 0 �� v H z H -� z O o E.15 .50 6 0 16+00.00 877.57 O O �� f ��- �•\ lt 8 16+00 G L'\„.., ‘\ \ c i Z O 70.1 ? I Z C `� rr 16+25.00 m %Ili n 74 \ oT �T 878.14 Dcn p o c � < 0 1!,) o Ul m 0 o rn a _ cn o a �, r cn z 0) 6i� m 0 v 7- U ,, cn cn �� i#, 16+50.00 878.57 D D JJ" I ��' `� aD �� z5 I gij- I 1 ( E Z ✓� - i w m `ice,' / ao -1 C po Z ttvCS. i t . m16+62.50 878.73 EVCE: 878. D w b> e z'- (I)z 16+75.00 878.88 > 5s H 0 o D ( r= o m 0 0 m \\ o W co m O z `' .<< O m m z_ (n Z y b l C) 3 3 D - 17 �- 17+00.00 879.16 n r m 0 o born 17+00 OW IIIII cn 13 a + o, m z cn cri < N 1725.00 879.45 z D U op o IF 2...................= I re. › \\ , H -' i cf? 1 al 4/1c> 6 ci � S O 17+50.00 879.74 -Dn ....) -(i o cn cn '� N D * 41'B-B J r) v, 1 O 17+75.00 879.63 880.03 879.63 \ 55 H co 75'ROI,V . c co D D o O 5, a m N 7 (.71 6l liN(5L.---gO 18+00 1, U o o v V CITY OF WATERLOO, IOWA V co m ENGINEERING DEPARTMENT ',�'��`��i:. _ •.. W. 3RD �T. �; �, ; •A w 715 MULBERRY STREET F.Y. 2019 STREET m WATERLOO,IOWA 50703 RECONSTRUCTION PROGRAM STA 14+27 TO STA 18+50 ,T� (319)291-4312 PHONE CONTRACT#965 41' B-B W/CURB AND GUTTER '°'fer oo �� . (319)291-4262 FAX