TIFICATION OF ADDENDUM ADDENDUM. 1 DATED 9/13/2006 Control 0196-07-026 Project STP 2006(438)MM Highway SP 366 County DALLAS Ladies/Gentlemen: Attached please find an addendum on the above captioned project. Included in the attachment is an adendum notification which details the changes the respective proposal pages which were added / or changed. Except for new bid insert pages, it is unnecessary to return any of the pages attached. Bid insert pages must be returned with the bid proposal submitted to the Department, unless your firm is submitting a bid using a computer print out. The computer print out must be changed to reflect the new bid item information. Contractors material suppliers, etc. who have previously been furnished informational proposals are not being furnished a copy of the addendum. If you have a subcontractor on the above project, please advise them of this addendum. Acknowledgment of this addendum is not requested if your company has been issued a proposal stamped This Proposal Issued for Informational Purposes. You are required to acknowledge receipt of this addendum by entering the date, which appears at the top of this letter on the Addendum Acknowledgement Form, contained in your bid proposal. Failure to Acknowledge receipt of this addendum in your bid proposal will result in your bid not being read. 04/99
SUBJECT: PLANS AND PROPOSAL ADDENDUMS PROJECT: STP 2006(438)MM CONTROL: 0196-07-026 COUNTY: DALLAS LETTING: 10/04/2006 REFERENCE : 0913 PROPOSAL ADDENDUMS ------------------ _ PROPOSAL COVER X BID INSERTS (SH..: 2 through 4 of 10 ) _ GENERAL TES (SH..: ) _ SPEC LIST (SH..: ) _ SPECIAL PROVISIONS: ADDED: DELETED: _ SPECIAL SPECIFICATIONS: ADDED: DELETED: X OTHER: See changes below RIPTION OF ABOVE CHANGES (INCLUDING PLANS SHEET CHANGES) Bid Inserts: Sheet 2: changed quantity for item 420-2025 from 1,185.20 CY to 1,283.40 CY. Deleted Item 420-2026 - this quantity now included under Item 420-2025. Sheets 3 4 of 10 - text shifted. Plan Sheets: Sheet 2 Index: Revised due to sheets added, shown below. Sheets 6, 6A, 9, 95 & 96 revised due to above changes. Sheets 141A - 141Z, 141AA-141AR added to provide for Circular Arch Pylon option for Signature Span. Sheets 213A - 213S added to provide for Central Box Girder Trapezoidal Diaphragm option. 1-1
-. 100 2002 001 PREPARING ROW STA 19.300 1 164 2008 BROADCAST SEED (PERM) (URBAN) (CLAY) AC 6.000 2 168 2001 VEGETATIVE WATERING MG 4,500.000 3 169 2001 SOIL RETENTION BLANKETS (CL 1) (TY A) SY 1,500.000 4 403 2001 TEMPORARY SPL SHORING 416 2001 DRILL SHAFT (18 IN) 416 2004 DRILL SHAFT (36 IN) 416 2006 DRILL SHAFT (48 IN) 416 2007 DRILL SHAFT (54 IN) 416 2012 DRILL SHAFT (84 IN) 420 2003 003 CL C CONC (ABUT) SF 9,000.000 5 LF 80.000 6 LF 759.000 7 LF 3,347.000 8 LF 2,720.000 9 LF 664.000 10 CY 79.000 11 1-10
-. 420 2004 003 CL C CONC (BENT) CY 892.100 12 420 2017 003 CL C CONC (BENT)(MASS PLACEMENT) CY 1,042.200 13 420 2022 003 CL E CONC (SEAL) CY 277.800 14 420 2024 003 CL F CONC (BENT)(MASS PLACEMENT) 420 2025 003 CL F CONC (FOOTING)(MASS PLACEMENT) CY 506.400 15 CY 1,283.400 16 422 2001 REINF CONC SLAB 425 2019 PRESTR CONC U-BEAM (U54) 426 2001 POST-TENSIONING (GROUTED) 428 2001 CONC SURF TREAT (CLASS I) SF 234,017.000 17 LF 6,710.680 18 MKF 26.000 19 SY 23,922.000 20 1 442 2014 003 STR STL (ROLLED BEAM)(DOMESTIC) 1 442 2015 003 STR STL (MISCELLANEOUS)(DOMESTIC) LB 1,842,000.00 21 LB 162,250.000 22 2-10
-. 1 442 2016 003 STR STL (CENTRAL BOX GIRDER)(DOMES- TIC) 1 442 2017 003 STR STL (EXTERIOR BOX GIRDER)(DOMES- TIC) 1 442 2018 003 STR STL (TY A FLOORBEAM)(DOMESTIC) 1 442 2019 003 STR STL (TY B FLOORBEAM)(DOMESTIC) 1 442 2020 003 STR STL (TY C FLOORBEAM)(DOMESTIC) 1 442 2021 003 STR STL (ARCH PYLON)(DOMESTIC) LB 3,771,000.00 23 LB 627,600.000 24 LB 453,600.000 25 LB 1,518,000.00 26 LB 240,200.000 27 LB 3,064,000.00 28 450 2007 RAIL (TY T501) 450 2065 RAILING T401(MOD) 450 2091 RAIL (TY HT)(MOD) LF 447.500 29 LF 576.100 30 LF 3,124.700 31 1 450 2100 RAIL (TY T77)(MOD)(DOMESTIC) LF 3,098.500 32 3-10
-. 454 2001 SEALED EXPANSION JOINT (4 IN)(SEJ-A) LF 613.000 33 465 2305 INLET (COMP)(GRATE)(SPL) 481 2022 002 PVC PIPE (SCH 80)(8 IN) 481 2023 002 PVC PIPE (SCH 80)(10 IN) 481 2024 002 PVC PIPE (SCH 80)(12 IN) 481 2025 002 PVC PIPE (SCH 80)(14 IN) 481 2026 002 PVC PIPE (SCH 80)(16 IN) 500 2001 002 MOBILIZATION EA 16.000 34 LF 400.000 35 LF 480.000 36 LF 480.000 37 LF 480.000 38 LF 260.000 39 LS 1.000 40 506 2019 CONSTRUCTION EXITS (REMOVE) 506 2034 TEMPORARY SEDIMENT CONTROL FENCE SY 175.000 41 LF 1,000.000 42 4-10
-. 506 2035 BIODEGRADABLE EROSION CONTROL LOGS(18") LF 2,035.000 43 545 2001 CRASH CUSH ATTEN (INSTL) 618 2011 CONDT (HDPE) (4") 618 2018 CONDT (PVC) (SCHD 40) ( 2") EA 1.000 44 LF 5,000.000 45 LF 5,574.000 46 618 2035 CONDT (PVC) (SCHD 80) (2") (BORE) LF 286.000 47 618 2075 CONDT (HDPE) (4") BORE 620 2007 001 ELEC CONDR (. 4) BARE LF 7,000.000 48 LF 5,860.000 49 620 2008 001 ELEC CONDR (. 4) INSULATED 620 2010 001 ELEC CONDR (. 6) INSULATED 624 2008 GROUND BOX TY A (122311) W/APRON LF 11,720.000 50 LF 40,000.000 51 EA 4.000 52 5-10
-. 628 2245 ELC SRV TY C 240/480 250 (NS)AL(E)GC(U) 1 650 2185 003 IOSS (125 BRG)(CIR TUBE)(LUM)(DOMESTIC) 1 4125 2002 BRIDGE EXPANSION JOINT (SPL)(DOMESTIC) 1 4126 2005 HIGH LOAD MULT-ROTA BEAR TY 1 DOMES- TIC 1 4126 2006 HIGH LOAD MULT-ROTA BEAR TY 2 DOMES- TIC 1 4126 2007 HIGH LOAD MULT-ROTA BEAR TY 3 DOMES- TIC 1 4126 2008 HIGH LOAD MULT-ROTA BEAR TY 4 DOMES- TIC 1 4127 2002 LADDERS AND PLATFORMS (DOMESTIC) EA 2.000 53 EA 2.000 54 LF 239.000 55 EA 4.000 56 EA 2.000 57 EA 1.000 58 EA 1.000 59 LS 1.000 60 1 4129 2002 ACCESS HATCH (DOMESTIC) EA 4.000 61 6-10
-. 1 4135 2002 FLAGPOLE (DOMESTIC) EA 2.000 62 1 4182 2001 STAY CABLE TESTING (DOMESTIC) LS 1.000 63 1 4208 2001 STAY CABLES (DOMESTIC) LS 1.000 64 6336 2001 ARCHITECT LIGHTING RED AIRCRAFT BEA- CON 6336 2002 ARCHITECT LIGHTING SPECIAL TYPE A EA 1.000 65 EA 14.000 66 6336 2003 ARCHITECT LIGHTING TYPE A 6336 2004 ARCHITECT LIGHTING TYPE B 6336 2005 ARCHITECT LIGHTING TYPE C 6336 2006 ARCHITECT LIGHTING TYPE D 6336 2007 ARCHITECT LIGHTING TYPE E EA 4.000 67 EA 58.000 68 EA 4.000 69 EA 8.000 70 EA 4.000 71 7-10
-. 6336 2008 ARCHITECT LIGHTING TYPE F 6336 2009 ARCHITECT LIGHTING TYPE G 6336 2010 ARCHITECT LIGHTING TYPE H 6336 2011 ARCHITECT LIGHTING TYPE I EA 1.000 72 EA 120.000 73 EA 116.000 74 EA 26.000 75 6336 2012 MULTICONDUCTOR CABLE CLX TYPE MC #6 EA 9,400.000 76 ERNATE. 1A 442 2022 003 STR STL (ROLLED BEAM)(FOREIGN) 442 2023 003 STR STL (MISCELLANEOUS)(FOREIGN) 442 2024 003 STR STL (CENTRAL BOX GIRDER)(FOREIGN) 442 2025 003 STR STL (EXTERIOR BOX GIRDER)(FOR- EIGN) LB 1,842,000.00 77 LB 162,250.000 78 LB 3,771,000.00 79 LB 627,600.000 80 8-10
-. 442 2026 003 STR STL (TY A FLOORBEAM)(FOREIGN) 442 2027 003 STR STL (TY B FLOORBEAM)(FOREIGN) 442 2028 003 STR STL (TY C FLOORBEAM)(FOREIGN) 442 2029 003 STR STL (ARCH PYLON)(FOREIGN) LB 453,600.000 81 LB 1,518,000.00 82 LB 240,200.000 83 LB 3,064,000.00 84 450 2101 RAIL (TY T77)(MOD)(FOREIGN) LF 3,098.500 85 650 2186 003 IOSS (125 BRG)(CIR TUBE)(LUM)(FOREIGN) 4125 2003 BRIDGE EXPANSION JOINT (SPL)(FOREIGN) 4126 2009 HIGH LOAD MULT-ROTA BEAR TY 1 FOR- EIGN 4126 2010 HIGH LOAD MULT-ROTA BEAR TY 2 FOR- EIGN 4126 2011 HIGH LOAD MULT-ROTA BEAR TY 3 FOR- EIGN EA 2.000 86 LF 239.000 87 EA 4.000 88 EA 2.000 89 EA 1.000 90 9-10
-. 4126 2012 HIGH LOAD MULT-ROTA BEAR TY 4 FOR- EIGN 4127 2003 LADDERS AND PLATFORMS (FOREIGN) EA 1.000 91 LS 1.000 92 4129 2003 ACCESS HATCH (FOREIGN) 4135 2003 FLAGPOLE (FOREIGN) EA 4.000 93 EA 2.000 94 4182 2002 STAY CABLE TESTING (FOREIGN) LS 1.000 95 4208 2002 STAY CABLES (FOREIGN) LS 1.000 96 10-10