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Home My WebLink AboutADDENDUM NO. 2 ADDENDUM NO. 2Cf2A16._ TO THE BIDDING DOCUMENTS F.Y. 2020 COURTLAND ST., JEFFERSON ST. AND MULBERRY STREET RECONSTRUCTION PROGRAM CONTRACT NO. 1015 CITY OF WATERLOO, IOWA DATE: March 20, 2020 LETTING DATE &TIME: March 26, 2020 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 FORM OF BID OR PROPOSAL for this project is hereby revised as follows: A. On the FORM OF BID OR PROPOSAL Page 2 of 7, two Bid Items are listed as Bid Item 16. These are revised as follows: Bid Item 16A SANITARY SEWER SERVICE, UNDERGROUND INVESTIGATION Bid Item 16B MANHOLE, SW-301, 72" B. On the FORM OF BID OR PROPOSAL Page 6 of 7, in DIVISION III, Bid Item 2 shall read as follows: Bid Item 2 PLANTS WITH WARRANTY, TYPE 2, THORNLESS HONEY LOCUST, SHADE II. In the Specifications, SPECIAL PROVISION 21. QUANTITY ADJUSTMENTS, Bid Item 16 shall be revised to read as follows: Bid Item 16A SANITARY SEWER SERVICE, UNDERGROUND INVESTIGATION Bidder shall use the revised FORM OF BID OR PROPOSAL pages 2 of 7 and 6 of 7 included as part of this Addendum No. 2. 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 pr vided` n the Form of Bid or Proposal, Item 9, Page 7 of 7. Dennis J. ,-r`entz, P.E. Assistant City Engineer City of Waterloo, boy a Department of Engineering p g g Contract 1015 Addendum No. 2 Page 1 of 1 SUDAS SPECIFICATION *SEE UNIT BID SUPPLEMENTAL DIVISION I-STREET RECONSTRUCTION BID TOTAL ITEM SP=SPCL PROV DESCRIPTION (CONTINUED) UNIT EST QTY PRICE BID PRICE SANITARY SEWER GRAVITY MAIN, TRENCHED, 8 4010-108-A-1 * TRUSS, 12 INCH LF 628.00 $ $ SANITARY SEWER GRAVITY MAIN,TRENCHED, 9 4010-108-A-1 * TRUSS, 10 INCH LF 1,043.00 $ $ SANITARY SEWER GRAVITY MAIN,TRENCHED, 10 4010-108-A-1 TRUSS, 8 INCH LF 34.00 $ $ SANITARY SEWER SERVICE STUB/RENEW, 11 4010-108-E-0 SDR 23.5, 6 INCH LF 1,513.00 $ $ SANITARY SEWER ABANDONMENT, FILL AND 12 4010-108-L-2 PLUG, 30 INCH LF 361.00 $ $ SANITARY SEWER ABANDONMENT, FILL AND 13 4010-108-L-2 PLUG, 12 INCH LF 183.00 $ $ 14 SP#5 SANITARY SEWER SERVICE,TRACE EACH 8.00 $ $ 15 SANITARY SEWER SERVICE, DYE TEST SP#4 INVESTIGATION EACH 13.00 $ $ 16A SANITARY SEWER SERVICE, UNDERGROUND SP#3 INVESTIGATION EACH 2.00 $ $ DIVISION 6-STRUCTURES FOR SANITARY SEWERS 16B 6010-108-A-0 * MANHOLE, SW-301, 72" EACH 1.00 $ $ 17 6010-108-A-0 * MANHOLE, SW-301, 60" EACH 2.00 $ $ 18 6010-108-A-0 * MANHOLE, SW-301,48" EACH 1.00 $ $ 19 6010-108-H-0 * REMOVE MANHOLE, SANITARY EACH 2.00 $ $ 20 REMOVE MANHOLE,TOP SECTIONS AND FILL SP#14 BASE SECTION EACH 2.00 $ $ SUBTOTAL BASE BID SANITARY SEWER $ DIVISION 4-SEWERS AND DRAINS-STORM STORM SEWER,TRENCHED, RCP 2000D,27 21 4020-108-A-1 INCH LF 73.00 $ $ STORM SEWER,TRENCHED, RCP 2000D, 18 22 4020-108-A-1 INCH LF 381.00 $ $ STORM SEWER,TRENCHED, RCP 2000D, 15 23 4020-108-A-1 INCH LF 1,046.00 $ $ STORM SEWER,TRENCHED, RCP 2000D, 12 24 4020-108-A-1 INCH LF 335.00 $ $ REMOVAL OF STORM SEWER, RCP, LESS 25 4020-108-D-0 * THAN OR EQUAL TO 36 INCH LF 733.00 $ $ 26 4040-108-A-0 SUBDRAIN,TYPE SP, 6 INCH LF 5,344.00 $ $ 27 4040-108-A-0 _ SUBDRAIN,TYPE SP,4 INCH LF 20.00 $ $ SUBDRAIN OUTLETS AND CONNECTIONS, 28 4040-108-D-0 _ CMP,6 INCH EACH 35.00 $ $ STORM SEWER SERVICE STUB, TYPE S,4 29 4040-108-E-0 INCH LF 286.00 $ $ DIVISION 6-STRUCTURES FOR STORM SEWERS 30 6010-108-A-0 * MANHOLE, SW-401,48" EACH 2.00 $ $ 31 6010-108-A-0 MANHOLE, SW-406, SHALLOW RECTANGULAR EACH 1.00 $ $ 32 SP#15 MANHOLE,TYPE C, 10 FT X 4 FT EACH _ 2.00 $ $ 33 6010-108-B-0 INTAKE, SW-501, SINGLE GRATE EACH 2.00 $ $ INTAKE, SW-504, SINGLE GRATE W/FLUSH 34 6010-108-B-0 TOP MANHOLE EACH 1.00 $ $ 35 6010-108-B-0 CONNECTION TO EXISTING STRUCTURE, PIPE EACH 2.00 $ $ 36 CONNECTION TO EXISTING INTAKE, DRAIN 6010-108-G-0 TILE EACH 16.00 $ $ FORM OF BID CONRACT NO. 1015 ADDENDUM NO. 2 Page 2 of 7 SUDAS SPECIFICATION *SEE DIVISION III-JEFFERSON STREETSCAPE TOTAL BID SUPPLEMENTAL (SOUTH SIDE) UNIT BID BID ITEM SP=SPCL PROV DESCRIPTION UNIT EST QTY PRICE PRICE SEE DIVISION II 1 DETAILS REMOVE EXISTING TREES AND PIT MATERIAL EACH 20.00 $ $ 2 SEE DIVISION II PLANTS WITH WARRANTY, TYPE 2, DETAILS THORNLESS HONEY LOCUST, SHADE EACH 20.00 $ $ TOTAL DIVISION III BASE BID $ TOTAL DIVISION I BASE BID $ TOTAL DIVISION II BASE BID $ TOTAL DIVISION III BASE BID $ TOTAL DIVISION I + DIVISION II + DIVISION III $ 2. It is understood that the quantities set forth are approximate only and subject to variation and that the unit bid price for the work done shall govern in the actual payment to Contractor. 3. In submitting this bid, the bidder understands that the right is reserved by the City of Waterloo, Iowa, to reject any or all bids. If written notice of the acceptance of this bid is mailed, telegraphed, or delivered to the undersigned within thirty (30) days after the opening thereof, or at any time thereafter before this bid is withdrawn, the undersigned agrees to execute and deliver an agreement in the prescribed form and furnish the required bond and certificate of the insurance within ten (10) days after the agreement is presented to him for signature, and start work within ten (10) days after "Notice to Proceed" is issued. 4. Security in the sum of Dollars ($ ) in the form of , is submitted herewith in accordance with the INSTRUCTIONS TO BIDDERS. 5. Attached hereto is a Non-Collusion Affidavit of Prime Contractor. 6. Attached hereto is a Bidder Status Form. 7. The bidder is prepared to submit a financial and experience statement upon request. 8. The Prime Contractor and Subcontractor(s), which have performed an aggregate of $10,000.00 in work for the City in the current calendar year, are prepared to submit an AAP or Update and an EOC, within ten (10) days of notification that the bid submitted is lowest and acceptable. FORM OF BID CONRACT NO. 1015 ADDENDUM NO. 2 Page 6 of 7 DIVISION 4 - SEWERS AND DRAINS - SANITARY 12 SANITARY SEWER ABANDONMENT, FILL AND PLUG, 30 INCH LF 361.00 13 SANITARY SEWER ABANDONMENT, FILL AND PLUG, 12 INCH LF 183.00_ 14 SANITARY SEWER SERVICE,TRACE EACH 8.00 15 SANITARY SEWER SERVICE, DYE TEST INVESTIGATION EACH 13.00_ 16A SANITARY SEWER SERVICE, UNDERGROUND INVESTIGATION EACH 2.00 DIVISION 6 - STRUCTURES FOR STORM SEWERS 41 FURNISH AND INSTALL SW-602 TYPE G CASTING EACH 1.00 42 FURNISH AND INSTALL SW-603 TYPE R CASTING EACH 1.00 BID DESCRIPTION UNIT TOTAL EST ITEM QTY DIVISION 5 - WATER MAINS AND APPURTENANCES 54 LOWER WATER SERVICE, 3/4" OR 1" EACH 6.00 55 WATER SERVICE, UNDERGROUND INVESTIGATION EACH 4.00 DIVISION 7 - STREETS AND RELATED WORK PCC PAVEMENT 60 CURB AND GUTTER, 24 IN WIDE, 6 IN THICK, C-4, MISCELLANEOUS LF 30.00 61 CURB AND GUTTER, 24 IN WIDE, 10 IN THICK, C-4, MISCELLANEOUS LF 27.00 63 COLD WEATHER CONCRETE PROTECTION SY 693.50 64 LINSEED OIL TREATMENT SY 693.50 DIVISION 9 - SITE WORK AND LANDSCAPING SEEDING 85 HYDRAULIC SEEDING, SEEDING, FERTILIZING AND MULCHING SY 3,945.00 86 WARRANTY SY 1,183.50 EROSION AND SEDIMENT CONTROL 87 TEMPORARY RECP, WOOD EXCELSIOR MAT SY 450.00 88 WATTLE, STRAW, 6 INCH LF 300.00 89 WATTLE, REMOVAL LF _ 300.00 90 EROSION CONTROL MULCHING, HYDROMULCHING SY 2,324.00 22. PERCENT OF CONTRACT TO BE PERFORMED BY PRIME CONTRACTOR The Prime Contractor shall be required to perform at least 30 percent of the total contract amount of this project. Purchasing of materials for subcontractors will not be an acceptable method for the prime contractor to meet the 30 percent requirement. SPECIAL PROVISIONS CONTRACT 1015 Page 10 of 11