ADDENDUM #3 STATE ROUTE 60 AT POTRERO BOULEVARD INTERCHANGE PHASE I AND IA City Project No. 2016-003; Federal Project No. DEM10L-5209(008) November 9, 2017
Addendum for: AND IA STATE ROUTE 60 AT POTRERO BOULEVARD INTERCHANGE PHASE I City Project No. 2016-003; Federal Project No. DEM10L-5209(008) Addendum No.: 3 Addendum Date: NOVEMBER 9, 2017 Issued by: City of Beaumont Amer Jakher, PE, Director of Public Works/City Engineer Reminder: Please sign Addenda Acknowledgement on page Bid Form 10 A3.01. Revised Bid Form Contractor shall complete the following revised bid form with the following notes for clarification: 1) Phase I (Overcrossing) is Base Bid. 2) Phase I A (Interim) is Additive Bid A. 3) Final pay items are 37, 38, 40, 41, 49, 64, 65, 66, 67, 68, 69, 70, 72, 100, 101, 104, 105, 143, and A39. 4) The bids will be tabulated as follows: Base Bid + Additive Bid A = Total Bid Determination of lowest bid is based on the Total Bid which includes: (Base Bid + Additive Bid A) combined. The bid form begins on the next page.
BID FORM NAME OF BIDDER: The undersigned, hereby declare that we have carefully examined the location of the proposed Work, and have read and examined the Contract Documents, including all plans, specifications, and all addenda, if any, for the following Project: SR-60/POTRERO BOULEVARD INTERCHANGE PHASE I (OVERCROSSING) AND PHASE IA (INTERIM) PROJECTS We hereby propose to furnish all labor, materials, equipment, tools, transportation, and services, and to discharge all duties and obligations necessary and required to perform and complete the Project for the following BID TOTAL BID PRICE: BID PRICE (IN WRITTEN FORM) BID PRICE (IN NUMBERS) BASE BID BID ADDITIVE A TOTAL BID PRICE In case of discrepancy between the written price and the numerical price, the written price shall prevail.
BID SCHEDULE (BASE BID + ADDITIVE BID A) SR-60/POTRERO BOULEVARD INTERCHANGE PHASE I AND INTERIM PROJECTS Time of Completion: 220 Working Days (Bid Schedule =Base Bid + Additive Bid A) ITE M No. DESCRIPTION BASE BID UNIT ESTIMA TED QUANTI TY 1 RESIDENT ENGINEERS OFFICE 2 LEAD COMPLIANCE PLAN 3 PROGRESS SCHEDULE (CRITICAL PATH METHOD) 4 DEVELOP WATER SUPPLY 5 CONSTRUCTION AREA SIGNS 6 TRAFFIC CONTROL SYSTEM 7 TYPE III BARRICADE EA 15 8 BARRICADE (LEFT IN PLACE) EA 3 9 CHANNELIZER (SURFACE MOUNTED) EA 81 10 CHANNELIZER (SURFACE MOUNTED)(LEFT IN EA 7 11 PORTABLE DELINEATOR EA 20 12 PORTABLE CHANGEABLE EA 13 13 TEMPORARY RAILING (TYPE K) LF 6,700 14 TEMPORARY CRASH CUSHION MODULE EA 11 15 TEMPORARY CRASH CUSHION (ALTERNATIVE INLINE EA 7 16 TEMPORARY TRAFFIC SCREEN LF 5,000 17 JOB SITE MANAGEMENT 18 PREPARE STORM WATER POLLUTION PREVENTION 19 STORM WATER ANNUAL REPORT EA 1 20 TEMPORARY SOIL BINDER SQYD 87,600 21 TEMPORARY COVER SQYD 4,000 22 TEMPORARY CHECK DAM LF 5,400 23 TEMPORARY DRAINAGE INLET PROTECTION EA 21 24 TEMPORARY FIBER ROLL LF 210 25 TEMPORARY GRAVEL BAG BERM LF 180 26 TEMPORARY SILT FENCE LF 7,300 27 TEMPORARY CONSTRUCTION ENTRANCE EA 3 UNIT PRICE TOTAL COST
28 STREET SWEEPING 29 TEMPORARY CONCRETE WASHOUT EA 3 30 TEMPORARY FENCE (TYPE ESA) LF 4,000 31 TREATED WOOD WASTE LB 7,800 32 CONTRACTOR SUPPLIED BIOLOGIST 32B NOISE MONITORING 33 CLEARING AND GRUBBING (LS) 34 ROADWAY EXCAVATION CY 93,200 35 EARTHWORK (TRENCH) CY 6,800 35A ROADWAY EXCAVATION (TYPE Y- 1) (AERIALLY DEPOSITED LEAD) CY 1,900 36 SHOULDER BACKING TON 2 37 F STRUCTURE EXCAVATION (BRIDGE) CY 1,900 38 F STRUCTURE BACKFILL (BRIDGE) CY 1,300 39 DITCH EXCAVATION CY 400 40 F IMPORTED BORROW (CY) CY 108,400 41 F 3" SUPPLY LINE (BRIDGE) LF 800 42 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 3 43 IMPORTED TOPSOIL (CY) CY 520 44 ROLLED EROSION CONTROL PRODUCT SQFT 283,600 45 FIBER ROLLS LF 52,700 46 HYDROSEED SQFT 674,200 47 COMPOST SQFT 680,700 48 INCORPORATE MATERIALS SQFT 2,400 49 F CLASS 2 AGGREGATE BASE (CY) CY 4,400 50 PREPAVING INERTIAL PROFILER 51 PRIME COAT TON 20 52 HOT MIX ASPHALT (TYPE A) TON 8,400 53 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 270 54 DATA CORE 55 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1,500 56 PLACE HOT MIX ASPHALT SQYD 10 57 TACK COAT TON 20 58 REMOVE ASPHALT CONCRETE DIKE LF 3,400 59 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2,400 60 REMOVE BASE AND SURFACING CY 1,600
61 FURNISHING PILING (CLASS 200) LF 8,000 62 DRIVE PILE (CLASS 200) EA 174 63 PRESTRESSING CAST-IN- PLACE CONCRETE 64 F STRUCTURAL CONCRETE, BRIDGE FOOTING CY 600 65 F STRUCTURAL CONCRETE, BRIDGE CY 2,300 66 F STRUCTURAL CONCRETE, BRIDGE (POLYMER FIBER) CY 1,100 67 F STRUCTURAL CONCRETE, APPROACH SLAB (TYPE CY 90 68 F STRUCTURAL CONCRETE, HEADWALL CY 50 69 F STRUCTURAL CONCRETE, DRAINAGE CY 60 70 F MINOR CONCRETE (MINOR STRUCTURE) CY 20 71 JOINT SEAL ASSEMBLY (MR 2 1/2") LF 300 72 F BAR REINFORCING STEEL (BRIDGE) LB 910,900 73 HEADED BAR REINFORCEMENT EA 40 74 REDWOOD HEADER BOARD LF 2,830 75 24" ALTERNATIVE PIPE CULVERT LF 1,370 76 48" ALTERNATIVE PIPE CULVERT LF 420 77 60" ALTERNATIVE PIPE CULVERT LF 450 78 48" CORRUGATED STEEL PIPE (0.138" THICK) LF 10 79 12" CORRUGATED STEEL PIPE DOWNDRAIN (0.079" LF 140 80 12" ANCHOR ASSEMBLY EA 3 81 DRAINAGE INLET MARKER EA 12 82 24" WELDED STEEL PIPE CASING (BRIDGE) LF 120 83 REMOVE FLARED END SECTION EA 2 84 24" ALTERNATIVE FLARED END SECTION EA 2 85 48" ALTERNATIVE FLARED END SECTION EA 1 86 MANHOLE EA 1 87 REMOVE OVERSIDE DRAIN EA 2 88 REMOVE PIPE (LF) LF 440 89 REMOVE DOWNDRAIN (EA) EA 2 90 REMOVE INLET EA 2 91 REMOVE HEADWALL EA 3 92 REMOVE SEWER MANHOLE EA 3 93 REMOVE SEWER PIPE LF 520
94 REMOVE ASPHALT CONCRETE OVERSIDE EA 1 95 ADJUST DOWNDRAIN EA 1 96 REMOVE CONCRETE (CHANNEL) CY 30 97 CAP INLET EA 1 98 REMOVE SEWER FACILITIES 99 REMOVE ROCK SLOPE PROTECTION CY 70 100 F ROCK SLOPE PROTECTION (LIGHT, METHOD B) (CY) CY 370 101 F ROCK SLOPE PROTECTION (NO. 2, METHOD B) (CY) CY 220 102 CONCRETE (DITCH LINING) CY 260 103 CONCRETE (CONCRETE APRON) CY 7 104 F SLOPE PAVING WITH CONCRETE PAVERS SQFT 10,120 105 F ROCK SLOPE PROTECTION SQYD 980 FABRIC (CLASS 8) PRE/POST CONSTRUCTION SURVEYS 105 A 106 MANHOLE FRAME AND COVER EA 1 107 LIGHTING (CITY STREET) 108 PREPARE AND STAIN CONCRETE SQFT 5,560 109 CHAIN LINK FENCE (TYPE CL-6) LF 2,320 110 16' METAL GATE EA 1 111 REMOVE FENCE LF 2,600 111 A SURVEY MONUMENT EA 18 112 REMOVE PAVEMENT MARKER EA 400 113 REMOVE CHANNELIZERS EA 5 114 GUARD RAILING DELINATOR EA 20 115 PAVEMENT MARKER (NON- RELFECTIVE) EA 800 116 PAVEMENT MARKER EA 1,100 117 MILE POST MARKER EA 2 118 CONCRETE BARRIER MARKER EA 540 119 OBJECT MARKER EA 25 120 REMOVE OBJECT MARKER EA 10 121 REMOVE ROADSIDE SIGN (WOOD POST) EA 11 122 REMOVE ROADSIDE SIGN (METAL POST) EA 7 123 REMOVE SIGN PANEL EA 3 124 RELOCATE ROADSIDE SIGN - ONE POST EA 1
125 126 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) FOR RETROREFLECTIVE SHEETING (TYPE XI) FURNISH SINGLE SHEET ALUMINUM SIGN (0.063"- UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) SQFT 80 SQFT 370 127 FURNISH SINGLE SHEET ALUMINUM SIGN (0.080"- UNFRAMED) FOR SQFT 140 RETROREFLECTIVE SHEETING (TYPE XI) 128 FURNISH SINGLE SHEET ALUMINUM SIGN (0.063"- FRAMED) FOR SQFT 70 RETROREFLECTIVE SHEETING 129 FURNISH SINGLE SHEET ALUMINUM SIGN (0.080"- FRAMED) FOR SQFT 60 RETROREFLECTIVE SHEETING 130 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 780 131 METAL (BARRIER MOUNTED SIGN) LB 148 132 ROADSIDE SIGN - ONE POST EA 33 133 ROADSIDE SIGN - TWO POST EA 14 134 INSTALL ROADSIDE SIGN PANEL ON EXISTING POST EA 2 135 MIDWEST GUARDRAIL SYSTEM LF 30 135 A VEGETATION CONTROL (MINOR CONCRETE) SQYD 56 136 136 A CHAIN LINK RAILING (TYPE 7 MODIFIED) CONCRETE BARRIER (TYPE K) LF 710 LF 120 137 DOUBLE MIDWEST GUARDRAIL SYSTEM LF 230 138 TRANSITION RAILING (WB-31) EA 2 139 CONCRETE BARRIER (TYPE 60) LF 320 140 CONCRETE BARRIER (TYPE 60C) LF 600 141 CONCRETE BARRIER (TYPE 60G) LF 70 142 CONCRETE BARRIER (TYPE 60GE) LF 260 143 F CONCRETE BARRIER (TYPE 732SW MODIFIED) LF 710 144 REMOVE GUARDRAIL LF 400
145 REMOVE CONCRETE BARRIER LF 500 146 REMOVE CRASH CUSHION EA 1 147 TERMINAL SYSTEM (SOFTSTOP TYPE) EA 2 148 THERMOPLASTIC PAVEMENT MARKING SQFT 1,400 (ENHANCED WET NIGHT 149 4" THERMOPLASTIC TRAFFIC STRIPE (ENHANCED WET LF 47,500 NIGHT VISIBILITY) 150 4" THERMOPLASTIC TRAFFIC STRIPE (ENHANCED WET VISIBILITY) (BROKEN 36-12) NIGHT LF 15,800 151 152 153 154 155 8" THERMOPLASTIC TRAFFIC STRIPE (ENHANCED WET NIGHT VISIBILITY) REMOVE THERMOPLASTIC REMOVE THERMOPLASTIC 6" RUMBLE STRIP (ASPHALT CONCRETE MODIFYING EXISTING ELECTRICAL SYSTEM LF 30 LF 12,800 SQFT 200 STA 10 156 MOBILIZATION (10%) TOTAL BASE BID= ADDITIVE BID A A1 LEAD COMPLIANCE PLAN A2 PROGRESS SCHEDULE (CRITICAL PATH METHOD) A3 CONSTRUCTION AREA SIGNS A4 TRAFFIC CONTROL SYSTEMS A5 TYPE III BARRICADE EA 6 A6 TEMPORARY SQFT 170 PAVEMENT MARKING A7 TEMPORARY TRAFFIC LF 10,500 STRIPE (PAINT) A8 CHANNELIZERS EA 9 (SURFACE MOUNTED) A9 CHANNELIZERS (SURFACE EA 6 MOUNTED)(LEFT IN A10 PORTABLE DELINEATORS EA 25 A11 TEMPORARY PAVEMENT MARKER EA 140 A12 PORTABLE CHANGEABLE MESSAGE EA 3
A13 TEMPORARY RAILING (TYPE K) LF 2,660 A14 TEMPORARY CRASH EA 14 CUSHION MODULE A15 JOB SITE MANAGEMENT A16 PREPARE WATER POLLUTION CONTROL A17 TEMPORARY HYDRAULIC MULCH SQYD 4,940 A18 TEMPORARY COVER SQYD 6,040 A19 TEMPORARY CHECK DAM LF 540 A20 TEMPORARY DRAINAGE EA 3 INLET PROTECTION (TYPE 3B) A21 TEMPORARY FIBER ROLL LF 1,110 A22 TEMPORARY CONSTRUCTION ENTRANCE EA 1 A23 TEMPORARY EA 1 CONCRETE WASHOUT A24 TREATED WOOD WASTE LB 320 A25 CONTRACTOR SUPPLIED BIOLOGIST A26 CLEARING AND GRUBBING A27 ROADWAY EXCAVATION CY 5,790 A28 DITCH EXCAVATION CY 930 A29 FIBER ROLLS LF 1,110 A30 HYDROSEED SQFT 48,700 A31 COMPOST SQFT 44,400 A32 CLASS 2 AGGREGATE SUBBASE CY 940 A33 CLASS 2 AGGREGATE BASE CY 530 A34 LEAN CONCRETE BASE CY 670 A35 PRIME COAT TON 1.3 A36 HOT MIX ASPHALT (TYPE A) TON 1,410 A37 PLACE HOT MIX SQYD 500 ASPHALT A38 TACK COAT TON 2 A39 F JOINTED PLAIN CY 1,730 CONCRETE PAVEMENT A40 ISOLATION JOINT SEAL (SILICONE) LF 1,630 A41 STRUCTURAL CY 2 CONCRETE, DRAINAGE A42 MINOR CONCRETE (BACKFILL) CY 18 A43 18" REINFORCED CONCRETE PIPE LF 96 A44 24" CORRUGATED STEEL LF 50 PIPE (0.079" THICK) A45 18" ALTERNATIVE FLARED EA 1 END SECTION A46 REMOVE CULVERT LF 66 A47 REMOVE INLET EA 1
A48 ROCK SLOPE CY 13 PROTECTION (FACING, A49 CONCRETE (APRON) CY 1 A50 ROCK SLOPE PROTECTION SQYD 20 FABRIC (CLASS 8) A51 MISCELLANEOUS IRON LB 370 AND STEEL A52 TEMPORARY FENCE (TYPE ESA) LF 340 A53 REMOVE PAVEMENT MARKER EA 140 A54 PAVEMENT EA 180 MARKER A55 DELINEATOR (CLASS 1) EA 13 A56 REMOVE ROADSIDE SIGN EA 2 A57 RELOCATE ROADSIDE SIGN - ONE POST EA 3 A58 FURNISH SINGLE SHEET SQFT 140 A59 FURNISH SINGLE SHEET SQFT 220 A60 FURNISH SINGLE SHEET SQFT 77 A61 ROADSIDE SIGN - ONE POST EA 14 A62 ROADSIDE SIGN - TWO POST EA 7 A63 THERMOPLASTIC PAVEMENT SQFT 790 A64 4" THERMOPLASTIC TRAFFIC LF 3,290 A65 4" THERMOPLASTIC TRAFFIC LF 7,070 A66 4" THERMOPLASTIC TRAFFIC LF 740 A67 8" THERMOPLASTIC TRAFFIC LF 1,010 A68 REMOVE THERMOPLASTIC LF 9,870 A69 LIGHTING SYSTEM A70 MOBILIZATION TOTAL ADDITIVE BID A= TOTAL BID PRICE = In case of discrepancy between the unit price and the item cost set forth for a unit basis item, the unit price shall prevail and, shall be utilized as the basis for determining the lowest responsive, responsible bidder. However, if the amount set forth as a unit price is ambiguous, unintelligible or uncertain for any cause, or is omitted, or is the same amount as the entry in the Item Cost column, then the amount set forth in the Item Cost column for the item shall prevail and shall be divided by the estimated quantity for the item and the price thus obtained shall be the unit price. Final payment shall be determined by the Engineer from measured quantities of work performed based upon the unit price. In case of discrepancy between the written price and the numerical price, the written price shall prevail.
The undersigned agrees that this Bid Form constitutes a firm offer to the City which cannot be withdrawn for the number of calendar days indicated in the Notice Inviting Bids from and after the bid opening, or until a Contract for the Work is fully executed by the City and a third party, whichever is earlier. The Contract duration shall commence on the date stated in the City s Notice to Proceed, and shall be completed by the Contractor in the time specified in the Contract Documents. In no case shall the Contractor commence construction prior to the date stated in the City s Notice to Proceed. Bidder certifies that it is licensed in accordance with the law providing for the registration of Contractors, License No., Expiration Date, class of license. If the bidder is a joint venture, each member of the joint venture must include the above information. The undersigned acknowledges receipt, understanding and full consideration of the following addenda to the Contract Documents. 1. Addenda No. thru 2. Attached is the required bid security in the amount of not less than 10% of the Total Bid Price. 3. Attached is the fully executed Non-Collusion Affidavit form. 4. Attached is the completed Designation of Subcontractors form. 5. Attached is the completed Bidder Information Form. 6. Attached is the completed Contractor s Certificate Regarding Workers Compensation form. 7. Attached is the completed Iran Contracting Act Form 8. Attached is the completed DBE Commitment Form 9. Bidder acknowledges and understands that, pursuant to Public Contract Code Section 20676, sellers of "mined material" must be on an approved list of sellers published pursuant to Public Resources Code Section 2717(b) in order to supply mined material for this Contract. I hereby certify under penalty of perjury under the laws of the State of California, that all of the information submitted in connection with this Bid and all of the representations made herein are true and correct. Name of Bidder Signature Name and Title Dated