TIFICATION OF ADDENDUM ADDENDUM. 1 DATED 1/02/2018 Control 0483-02-021 Project STP 2018(077) Highway SH 72 County MCMULLEN 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 on the Addendum Acknowledgement form contained in your bid proposal by placing a mark in the box next to the respective addendum. 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 2018(077) CONTROL: 0483-02-021 COUNTY: MCMULLEN LETTING: 01/04/2018 REFERENCE : 1229 PROPOSAL ADDENDUMS ------------------ _ PROPOSAL COVER X BID INSERTS (SH..: 2,3,4,5,6,7,8, & 9 ) _ GENERAL TES (SH..: ) _ SPEC LIST (SH..: ) _ SPECIAL PROVISIONS: ADDED: DELETED: _ SPECIAL SPECIFICATIONS: ADDED: DELETED: X OTHER: PLAN SHEET AND OTHER CHANGES RIPTION OF ABOVE CHANGES (INCLUDING PLANS SHEET CHANGES) **** BID INSERTS **** REVISED QUANTITY FOR THE FOLLOWING BID S: 402-6001, 462-6003, 464-6005, 466-6097, AND 467-6390. ADDED THE FOLLOWING BID S: 464-6008, 466-6009, 467-6450 **** PLAN SHEETS **** SHEETS 10, 10A THRU 10B: ESTIMATE & QUANTITY SHEETS. SHEET 10 HAS QUANTITY CHANGES. ALL SHEETS HAVE SHIFTS DUE TO ADDITION OF BID S. SEE BID TABS ABOVE FOR CHANGES. SHEETS 18-19: SUMMARY OF DRAINAGE. ADDED S AND UPDATED. SEE BID TABS ABOVE FOR CHANGES. SHEET 20: SUMMARY OF LARGE STRUCTURE. ADDED S AND UPDATED. SEE BID TABS ABOVE FOR CHANGES. RIPTION OF ABOVE CHANGES (INCLUDING PLANS SHEET CHANGES) (CONTINUED) 1-2
SHEETS 192 & 205: CULVERT LAYOUT SHEETS. UPDATED QUANTITY TABLE S AND OR. SEE BID TABS FOR CHANGES. SHEETS 208-210, 212-213, 215-216: CULVERT LAYOUT SHEETS. CORRECTED CALLOUT IN PLAN AND PROFILE VIEWS FROM PW-2 TO CH-PW-0 AND/OR CORRECTED PROPOSED RIPTION CALLOUT. SHEET 219: BCS BOX CULVERT SUPPLEMENT SHEET. CORRECTED STRUCTURE 14 TO HAVE BOX CULVERT SUPPLEMENT FOR BOTH. 2-2
PROPOSAL SHEET PROJECT STP 2018(077). 100 6002 PREPARING ROW 110 6001 EXCAVATION (ROADWAY) 132 6003 EMBANKMENT (FINAL)(ORD COMP)(TY B) 161 6017 COMPOST MANUF TOPSOIL (4") 164 6035 DRILL SEEDING (PERM) (RURAL) (CLAY) 164 6043 DRILL SEEDING (TEMP) (COOL) 166 6001 FERTILIZER 168 6001 VEGETATIVE WATERING 247 6061 FL BS (CMP IN PLC)(TYA GR1-2) (6") 310 6027 PRIME COAT(MC-30 OR AE-P) 341 6010 001 D-GR HMA TY-B PG70-22 344 6063 SUPERPAVE MIXTURES SP-C SAC-A PG76-22 STA 823.000 1 CY 18,822.000 2 CY 11,264.000 3 SY 93,072.000 4 SY 93,072.000 5 SY 93,072.000 6 AC 39.200 7 MG 2,905.000 8 SY 54,821.000 9 GAL 98,190.000 10 TON 237,305.000 11 TON 46,466.000 12 1-10
. 354 6002 PLAN & TEXT ASPH CONC PAV(0" TO 2") 354 6071 PLAN & TEXT ASPH CONC PAV (8"-12") 401 6001 FLOWABLE BACKFILL 402 6001 TRENCH EXCAVATION PROTECTION 403 6001 TEMPORARY SPL SHORING 420 6002 CL A CONC (MISC) 432 6045 RIPRAP (MOW STRIP)(4 IN) 438 6005 CLEANING AND SEALING JOINTS 454 6007 HEADER TYPE EXPANSION JOINT 460 6001 CMP (GAL STL 12 IN) 460 6002 CMP (GAL STL 18 IN) 460 6009 CMP AR (GAL STL DES 2) SY 2,042.000 13 SY 363,720.000 14 CY 1,684.000 15 LF 568.000 16 SF 4,427.000 17 CY 3.400 18 CY 94.000 19 LF 560.000 20 LF 560.000 21 LF 284.000 22 LF 493.000 23 LF 319.000 24 2-10
. 462 6003 CONC BOX CULV (4 FT X 2 FT) 462 6010 CONC BOX CULV (6 FT X 3 FT) 462 6019 CONC BOX CULV (8 FT X 4 FT) 464 6003 RC PIPE (CL III)(18 IN) 464 6005 RC PIPE (CL III)(24 IN) 464 6008 RC PIPE (CL III)(36 IN) 466 6005 HEADWALL (CH - FW - 0) (DIA= 24 IN) 466 6009 HEADWALL (CH - FW - 0) (DIA= 36 IN) 466 6097 HEADWALL (CH - PW - 0) (DIA= 24 IN) 466 6192 WINGWALL (PW - 2) (HW=3 FT) 466 6193 WINGWALL (PW - 2) (HW=4 FT) 466 6194 WINGWALL (PW - 2) (HW=5 FT) LF 1,298.000 25 LF 1,019.000 26 LF 390.000 27 LF 202.000 28 LF 2,550.000 29 LF 56.000 30 EA 1.000 31 EA 1.000 32 EA 9.000 33 EA 16.000 34 EA 6.000 35 EA 4.000 36 3-10
. 467 6319 SET (TY II) (12 IN) (CMP) (6: 1) (P) 467 6348 SET (TY II) (18 IN) (CMP) (6: 1) (P) 467 6363 SET (TY II) (18 IN) (RCP) (6: 1) (P) 467 6390 SET (TY II) (24 IN) (RCP) (4: 1) (C) 467 6450 SET (TY II) (36 IN) (RCP) (4: 1) (C) 467 6525 SET (TY II) (DES 2) (CMP) (6: 1) (P) 496 6016 REMOV STR (PIPE) 500 6001 MOBILIZATION 502 6001 BARRICADES, SIGNS AND TRAFFIC HAN- DLING 506 6002 003 ROCK FILTER DAMS (INSTALL) (TY 2) 506 6011 003 ROCK FILTER DAMS (REMOVE) 506 6020 003 CONSTRUCTION EXITS (INSTALL) (TY 1) EA 8.000 37 EA 14.000 38 EA 6.000 39 EA 46.000 40 EA 1.000 41 EA 12.000 42 EA 46.000 43 LS 1.000 44 MO 35.000 45 LF 4,200.000 46 LF 4,200.000 47 SY 1,800.000 48 4-10
. 506 6024 003 CONSTRUCTION EXITS (REMOVE) 506 6038 003 TEMP SEDMT CONT FENCE (INSTALL) 506 6039 003 TEMP SEDMT CONT FENCE (REMOVE) 508 6001 CONSTRUCTING DETOURS 510 6002 ONE-WAY TRAF CONT (PILOT CAR) 512 6067 PTB (FRN&INSTL)(F SHAPE)(TY 1) OR (STL) 512 6069 PTB (MOVE)(F SHAPE)(TY 1) OR (STL) 512 6071 PTB (REMOVE)(F SHAPE)(TY 1) OR (STL) 530 6004 DRIVEWAYS (CONC) 530 6005 DRIVEWAYS (ACP) 533 6001 RUMBLE STRIPS (SHOULDER) 533 6002 RUMBLE STRIPS (CENTERLINE) SY 1,800.000 49 LF 143,626.000 50 LF 143,626.000 51 SY 102,951.000 52 HR 1,440.000 53 LF 3,840.000 54 LF 32,280.000 55 LF 3,840.000 56 SY 1,882.000 57 SY 13,158.000 58 LF 163,753.000 59 LF 81,877.000 60 5-10
. 540 6001 MTL W-BEAM GD FEN (TIM POST) 540 6006 MTL BEAM GD FEN TRANS (THRIE-BEAM) 540 6016 DOWNSTREAM ANCHOR TERMINAL SEC- TION 540 6017 MTL BM GD FEN (LONG SPAN SYSTEM) 542 6001 REMOVE METAL BEAM GUARD FENCE 544 6001 GUARDRAIL END TREATMENT (INSTALL) 544 6003 GUARDRAIL END TREATMENT (REMOVE) 545 6001 CRASH CUSH ATTEN (INSTL) 545 6003 CRASH CUSH ATTEN (MOVE & RESET) 545 6005 CRASH CUSH ATTEN (REMOVE) 560 6004 MAILBOX INSTALL-S (TWG-POST) TY 2 560 6005 MAILBOX INSTALL-D (TWG-POST) TY 2 LF 1,600.000 61 EA 12.000 62 EA 8.000 63 LF 100.000 64 LF 2,148.000 65 EA 8.000 66 EA 8.000 67 EA 8.000 68 EA 160.000 69 EA 8.000 70 EA 5.000 71 EA 1.000 72 6-10
. 560 6006 MAILBOX INSTALL-M (TWG-POST) TY 2 644 6001 IN SM RD SN SUP&AM TY10BWG(1)SA(P) 644 6004 IN SM RD SN SUP&AM TY10BWG(1)SA(T) 644 6007 IN SM RD SN SUP&AM TY10BWG(1)SA(U) 644 6033 IN SM RD SN SUP&AM TYS80(1)SA(U) 644 6034 IN SM RD SN SUP&AM TYS80(1)SA(U-1EXT) 644 6037 IN SM RD SN SUP&AM TYS80(1)SA(U-WC) 644 6042 IN SM RD SN SUP&AM TYS80(1)SB(T) 644 6076 REMOVE SM RD SN SUP&AM 658 6014 INSTL DEL ASSM (D-SW)SZ (BRF)CTB (BI) 658 6016 INSTL DEL ASSM (D-SW)SZ (BRF)GF1 (BI) 658 6048 INSTL OM ASSM (OM-2Z)(FLX)GND EA 1.000 73 EA 19.000 74 EA 39.000 75 EA 6.000 76 EA 2.000 77 EA 1.000 78 EA 4.000 79 EA 1.000 80 EA 72.000 81 EA 18.000 82 EA 50.000 83 EA 114.000 84 7-10
. 658 6060 REMOVE DELIN & OBJECT MARKER ASSMS 662 6004 WK ZN PAV MRK N-REMOV (W)4"(SLD) 662 6034 WK ZN PAV MRK N-REMOV (Y)4"(SLD) 662 6050 WK ZN PAV MRK REMOV (REFL) TY II-A-A 662 6063 WK ZN PAV MRK REMOV (W)4"(SLD) 662 6095 WK ZN PAV MRK REMOV (Y)4"(SLD) 662 6111 WK ZN PAV MRK SHT TERM (TAB)TY Y-2 666 6178 REFL PAV MRK TY II (W) 8" (SLD) 666 6182 REFL PAV MRK TY II (W) 24" (SLD) 666 6184 REFL PAV MRK TY II (W) (ARROW) 666 6192 REFL PAV MRK TY II (W) (WORD) 666 6214 REFL PAV MRK TY II (Y) 24" (SLD) EA 108.000 85 LF 125,400.000 86 LF 125,400.000 87 EA 6,602.000 88 LF 402,360.000 89 LF 402,360.000 90 EA 8,232.000 91 LF 1,030.000 92 LF 148.000 93 EA 4.000 94 EA 4.000 95 LF 12.000 96 8-10
. 666 6217 REFL PAV MRK TY II (Y) (MED SE) 666 6224 PAVEMENT SEALER 4" 666 6226 PAVEMENT SEALER 8" 666 6230 PAVEMENT SEALER 24" 666 6231 PAVEMENT SEALER (ARROW) 666 6232 PAVEMENT SEALER (WORD) 666 6300 RE PM W/RET REQ TY I (W)4"(BRK)(100MIL) 666 6303 RE PM W/RET REQ TY I (W)4"(SLD)(100MIL) 666 6312 RE PM W/RET REQ TY I (Y)4"(BRK)(100MIL) 666 6315 RE PM W/RET REQ TY I (Y)4"(SLD)(100MIL) 672 6007 REFL PAV MRKR TY I-C 672 6009 REFL PAV MRKR TY II-A-A EA 1.000 97 LF 305,876.000 98 LF 1,030.000 99 LF 160.000 100 EA 4.000 101 EA 4.000 102 LF 8,370.000 103 LF 163,782.000 104 LF 6,430.000 105 LF 127,294.000 106 EA 470.000 107 EA 2,230.000 108 9-10
. 677 6028 ELIM EXT PV MRK & MRKS (RUMBLE STRIP) 6001 6001 PORTABLE CHANGEABLE MESSAGE SIGN 6056 6001 PREFORMED IN-LANE(TRANS) RUMBLE STRIP LF 672.000 109 DAY 3,108.000 110 LF 672.000 111 10-10
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