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Home My WebLink AboutBID - 7332 MAX BRT PROJECT (2)Addendum 2 – 7332 MAX BRT Project Page 1 of 22 ADDENDUM No. 3 SPECIFICATIONS AND CONTRACT DOCUMENTS Description of BID 7332: MAX BRT Project OPENING DATE: 3:00 PM (Our Clock) May 18, 2012 To all prospective bidders under the specifications and contract documents described above, the following changes/additions are hereby made and detailed in the following sections of this addendum: 1. Facility Video Surveillance System - Due to a mix-up on the Davis Bacon wage scales, the revised cost for the MAX project is $213,182. 2. Changes, Additions & Revisions Exhibit 1 – Revised Bid Schedule (also uploaded as a separate Microsoft Excel file) Exhibit 2 – Questions & Answers Exhibit 3 - Summary of Additional Documentation Available on the FTP Site and Included as Part of this Addendum Please contact John Stephen, CPPO, LEED AP, Senior Buyer, at (970) 221-6777 with any questions regarding this addendum. RECEIPT OF THIS ADDENDUM MUST BE ACKNOWLEDGED BY A WRITTEN STATEMENT ENCLOSED WITH THE BID/QUOTE STATING THAT THIS ADDENDUM HAS BEEN RECEIVED. Financial Services Purchasing Division 215 N. Mason St. 2nd Floor PO Box 580 Fort Collins, CO 80522 970.221.6775 970.221.6707 fcgov.com/purchasing Addendum 2 – 7332 MAX BRT Project Page 2 of 22 EXHIBIT 1 – REVISED BID SCHEDULE Added tab for Ad-Alternate for Downtown Railroad Work. Revised Item 206-00000 Structure Excavation to 6,187 CY. Revised Item 206-00100 Structure Backfill (Class 1) to 14,649 CY. Added Item 206-01786 Shoring (Area 6) with 1 LS. Revised Item 304-06000 Aggregate Base Course, Class 6 to xx Ton Added Item 506-01020 Geogrid Reinforcement with 2,175 SY Added Item 514-00000 Pipe Railing with 36 LF. Please note that the following Revised Bid Schedule has also been uploaded as a separate Microsoft Excel file. Addendum 2 – 7332 MAX BRT Project Page 3 of 22 CONTRACT ITEM NO. CONTRACT ITEM UNIT QUANTITY UNIT COST TOTAL COST 201‐00001 CLEARING & GRUBBING ACRE 8.50 $ ‐ 202‐00001 REMOVAL OF STRUCTURES LS 1 $ ‐ 202‐00009 TREE TRIMMING LS 1 $ ‐ 202‐00010 REMOVAL OF TREE EA 350 $ ‐ 202‐00019 REMOVAL OF INLET EA 9 $ ‐ 202‐00020 REMOVAL OF CONCRETE BOX CULVERT EA 1 $ ‐ 202‐00021 REMOVAL OF MANHOLE EA 3 $ ‐ 202‐00026 REMOVAL OF SLOPE AND DITCH PAVING SY 60 $ ‐ 202‐00027 REMOVAL OF RIPRAP SY 24 $ ‐ 202‐00035 REMOVAL OF PIPE LF 707 $ ‐ 202‐00155 REMOVAL OF WALL LF 124 $ ‐ 202‐00195 REMOVAL OF MEDIAN COVER SY 24 $ ‐ 202‐00200 REMOVAL OF SIDEWALK SY 3,661 $ ‐ 202‐00202 REMOVAL OF GUTTER LF 327 $ ‐ 202‐00203 REMOVAL OF CURB & GUTTER LF 9,278 $ ‐ 202‐00206 REMOVAL OF CONCRETE CURB RAMP SY 59 $ ‐ 202‐00210 REMOVAL OF CONCRETE PAVEMENT SY 706 $ ‐ 202‐00220 REMOVAL OF ASPHALT MAT SY 22,433 $ ‐ 202‐00240 REMOVAL OF ASPHALT MAT (PLANING) SY 18,252 $ ‐ 202‐00420 REMOVAL OF PEDESTRIAN RAIL LF 20 $ ‐ 202‐00500 REMOVAL OF PORTIONS OF PRESENT STRUCTURE EA 9 $ ‐ 202‐00610 REMOVAL OF RAILROAD TRACKS LF 570 $ ‐ 202‐00700 REMOVAL OF LIGHT STANDARD EA 1 $ ‐ 202‐00810 REMOVAL OF GROUND SIGN EA 45 $ ‐ 202‐00821 REMOVAL OF SIGN PANEL EA 14 $ ‐ 202‐00827 REMOVE PULLBOX EA 1 $ ‐ 202‐01000 REMOVAL OF FENCE LF 3,955 $ ‐ 202‐04000 PLUG STRUCTURE EA 2 $ ‐ 202‐04001 PLUG CULVERT EA 1 $ ‐ 203‐00060 EMBANKMENT MATERIAL (COMPLETE IN PLACE) CY 23,342 $ ‐ 203‐00750 PCB CAP SY 1,178 $ ‐ 203‐01500 BLADING HR 160 $ ‐ 203‐01510 BACKHOE HR 160 $ ‐ 203‐01515 BACKHOE (LANDSCAPING) HR 160 $ ‐ 203‐01550 DOZING HR 160 $ ‐ 203‐01580 TRUCK HR 160 $ ‐ 203‐01595 POTHOLING HR 350 $ ‐ 203‐02330 LABORER HR 160 $ ‐ 206‐00000 STRUCTURE EXCAVATION CY 6,187 $ ‐ 206‐00065 STRUCTURE BACKFILL (FLOW‐FILL) CY 158 $ ‐ CITY OF FORT COLLINS MAX BUS RAPID TRANSIT PROJECT BRT CONSTRUCTION ADDENDUM 3 Addendum 2 – 7332 MAX BRT Project Page 4 of 22 206‐00100 STRUCTURE BACKFILL (CLASS 1) CY 14,649 $ ‐ 206‐00200 STRUCTURE BACK FILL (CLASS 2) CY 1,806 $ ‐ 206‐00360 MECHANICAL REINFORCEMENT OF SOIL CY 346 $ ‐ 206‐01781 SHORING (AREA 1) LS 1 $ ‐ 206‐01782 SHORING (AREA 2) LS 1 $ ‐ 206‐01783 SHORING (AREA 3) LS 1 $ ‐ 206‐01784 SHORING (AREA 4) LS 1 $ ‐ 206‐01785 SHORING (AREA 5) LS 1 $ ‐ 206‐01786 SHORING (AREA 6) LS 1 $ ‐ 208‐00010 EROSION BALES EA 143 $ ‐ 208‐00020 SILT FENCE LF 6,709 $ ‐ 208‐00030 SEDIMENT BASIN EA 2 $ ‐ 208‐00034 GRAVEL BAG EA 395 $ ‐ 208‐00040 CHECK DAM EA 18 $ ‐ 208‐00045 CONCRETE WASHOUT STRUCTURE EA 11 $ ‐ 208‐00050 STORM DRAIN INLET PROTECTION EA 146 $ ‐ 208‐00060 TEMPORARY SLOPE DRAIN LF 42 $ ‐ 208‐00070 VEHICLE TRACKING PAD EA 17 $ ‐ 208‐00206 EROSION CONTROL SUPERVISOR DAY 534 $ ‐ 208‐00500 PORTABLE TOILET PROTECTION EA 11 $ ‐ 208‐00600 ROUGH CUT STREET CONTROL EA 14 $ ‐ 210‐00007 RESET WHEEL STOP EA 7 $ ‐ 210‐00065 RESET MONUMENT (TYPE 3A) EA 3 $ ‐ 210‐00427 RESET PIPE HANDRAILING LF 129 $ ‐ 210‐00750 RESET LIGHT STANDARD EA 28 $ ‐ 210‐00760 RESET LUMINAIRE EA 1 $ ‐ 210‐00810 RESET GROUND SIGN EA 15 $ ‐ 210‐00815 RESET SIGN PANEL EA 14 $ ‐ 210‐00827 RESET PULL BOX EA 3 $ ‐ 210‐01000 RESET FENCE LF 1,213 $ ‐ 210‐01710 RESET VALVE EA 3 $ ‐ 210‐02008 RELAY PIPE (8 INCH) EA 1 $ ‐ 210‐02010 RELAY PIPE (10 INCH) EA 1 $ ‐ 210‐02016 RELAY PIPE (16 INCH) EA 1 $ ‐ 210‐02510 RELAY SPRINKLER SYSTEM LS 1 $ ‐ 210‐04000 ADJUST STRUCTURE EA 4 $ ‐ 210‐04010 ADJUST MANHOLE EA 40 $ ‐ 210‐04020 MODIFY INLET EA 2 $ ‐ 210‐04050 ADJUST VALVE BOX EA 23 $ ‐ 210‐04051 ADJUST VALVE BOX (SPECIAL) EA 3 $ ‐ 211‐03006 DEWATERING EA 9 $ ‐ Addendum 2 – 7332 MAX BRT Project Page 5 of 22 212‐00006 SEEDING (NATIVE) ACRE 8.50 $ ‐ 212‐00040 SOIL PREPARATION (LAWN) ACRE 0.31 $ ‐ 212‐00050 SOD SF 13,384 $ ‐ 212‐00101 TREE RETENTION AND PROTECTION EA 101 $ ‐ 212‐00900 COMPOST CY 230 $ ‐ 212‐00901 SAND/PEAT MIX CY 125.17 $ ‐ 213‐00008 MULCHING (WOOD CHIP) CF 8,034 $ ‐ 213‐00065 INORGANIC MULCH CY 74 $ ‐ 213‐00070 LANDSCAPE WEED BARRIER FABRIC SY 1,340 $ ‐ 213‐00700 LANDSCAPE BOULDER EA 101 $ ‐ 214‐00225 DECIDUOUS TREE (2.5 INCH CALIPER) EA 13 $ ‐ 214‐00230 DECIDUOUS TREE (3 INCH CALIPER) EA 129 $ ‐ 214‐00350 DECIDUOUS SHRUB (5 GALLON CONTAINER) EA 308 $ ‐ 214‐00508 EVERGREEN TREE (8 FOOT) (BALL AND BURLAP) EA 14 $ ‐ 214‐00650 EVERGREEN SHRUB (5 GALLON CONTAINER) EA 151 $ ‐ 214‐00910 PERENNIALS (1 GALLON CONTAINER) EA 4,060 $ ‐ 214‐00950 PERENNIALS (5 GALLON CONTAINER) EA 183 $ ‐ 215‐00060 TRANSPLANT TREE (3 TO 6 INCH) EA 4 $ ‐ 215‐00100 TRANSPLANT TREE (OVER 6 INCH) EA 1 $ ‐ 216‐00039 SOIL RETENTION BLANKET (STRAW) SF 14,644 $ ‐ 216‐00045 SOIL RETENTION MAT (CELLULAR) SY 492 $ ‐ 304‐04005 AGGREGATE BASE COURSE, CLASS 4CY 95.13‐ $ 304‐06000 AGGREGATE BASE COURSE, CLASS 6 TON 6,202.00 $ ‐ 403‐00721 HOT MIX ASPHALT (PATCHING) (ASPHALT) SY 19,520 $ ‐ 403‐33621 HOT MIX ASPHALT (GRADING S) (PG 58‐28) TON 6,698 $ ‐ 411‐10255 EMULSIFIED ASPHALT (SLOW‐SETTING) GAL 1,073 $ ‐ 412‐00300 CONCRETE PAVEMENT (3 INCH) SY 2.67 $ ‐ 412‐00600 CONCRETE PAVEMENT (6 INCH) SY 1,268.33 $ ‐ 412‐00800 CONCRETE PAVEMENT (8 INCH) SY 271.56 $ ‐ 412‐00602 CONCRETE PAVEMENT (6 INCH) (SPECIAL) (COMMERCIAL DRIVEWAY) SY 151 $ ‐ 412‐01001 CONCRETE PAVEMENT (10 INCH) (SPECIAL) SY 1,810 $ ‐ 412‐01050 CONCRETE PAVEMENT (10 ‐1/2 INCH) SY 44,173 $ ‐ 420‐00101 GEOTEXTILE PAVING FABRIC SY 18,252 $ ‐ 420‐00112 GEOTEXTILE (DRAINAGE) (CLASS 1) SY 250.33 $ ‐ 503‐00018 DRILLED CAISSON (18 INCH) LF 80 $ ‐ 503‐00024 DRILLED CAISSON (24 INCH) LF 2,355 $ ‐ 503‐00030 DRILLED CAISSON (30 INCH) LF 210 $ ‐ 503‐00036 DRILLED CAISSON (36 INCH) LF 501 $ ‐ 503‐00054 DRILLED CAISSON (54 INCH) LF 38 $ ‐ 504‐08050 STONE LANDSCAPE WALL SF 891 $ ‐ 506‐01020 GEOGRID REINFORCEMENT SY 1,990 $ ‐ Addendum 2 – 7332 MAX BRT Project Page 6 of 22 506‐00212 RIPRAP (12 INCH) CY 88 $ ‐ 506‐00224 RIPRAP (24 INCH) CY 0 $ ‐ 506‐00503 RIVER ROCK (3 INCH) CY 1 $ ‐ 506‐00512 RIVER ROCK (12 INCH) SY 33 $ ‐ 506‐00524 GROUTED BOULDER (24 INCH) CY 0 $ ‐ 507‐00000 CONCRETE SLOPE AND DITCH PAVING CY 265 $ ‐ 509‐00000 STRUCTURAL STEEL LB 1,989 $ ‐ 509‐00001 STRUCTURAL STEEL GALVANIZED LB 368 $ ‐ 510‐00250 STRUCTURAL PLATE ARCH PIPE (10 FOOT 6 INCH X 11 FOOT 9 INCH) LF 26 $ ‐ 512‐00101 BEARING DEVICE (TYPE I) EA 6 $ ‐ 514‐00000 PIPE RAILING LF 36 $ ‐ 514‐00201 PEDESTRIAN RAILING (STEEL) (SPECIAL) LF 68 $ ‐ 518‐00106 WATERSTOP (6 INCH) LF 496 $ ‐ 518‐01004 BRIDGE EXPANSION DEVICE (0‐4 INCH) LF 52 $ ‐ 601‐01000 CONCRETE CLASS BCY 0 $ ‐ 601‐03030 CONCRETE CLASS D (BOX CULVERT) CY 204 $ ‐ 601‐03040 CONCRETE CLASS D (BRIDGE) CY 315 $ ‐ 601‐03050 CONCRETE CLASS D (WALL) CY 2,247 $ ‐ 601‐03100 CONCRETE SLAB (SPECIAL) SY 955 $ ‐ 601‐40005 CUTSTONE VENEER SF 126 $ ‐ 601‐40300 STRUCTURAL CONCRETE COATING SY 4,944.28 $ ‐ 602‐00000 REINFORCING STEEL LB 315 $ ‐ 602‐00020 REINFORCING STEEL (EPOXY COATED) LB 465,224 $ ‐ 603‐01150 15 INCH REINFORCED CONCRETE PIPE (COMPLETE IN PLACE) LF 922 $ ‐ 603‐01185 18 INCH REINFORCED CONCRETE PIPE (COMPLETE IN PLACE) LF 4,458 $ ‐ 603‐01245 24 INCH REINFORCED CONCRETE PIPE (COMPLETE IN PLACE) LF 1,720 $ ‐ 603‐01305 30 INCH REINFORCED CONCRETE PIPE (COMPLETE IN PLACE) LF 73 $ ‐ 603‐01365 36 INCH REINFORCED CONCRETE PIPE (COMPLETE IN PLACE) LF 0 $ ‐ 604‐01425 42 INCH REINFORCED CONCRETE PIPE (COMPLETE IN PLACE) LF 0 $ ‐ 603‐01485 48 INCH REINFORCED CONCRETE PIPE (COMPLETE IN PLACE) LF 416 $ ‐ 603‐01545 54 INCH REINFORCED CONCRETE PIPE (COMPLETE IN PLACE) LF 0 $ ‐ 603‐01605 60 INCH REINFORCED CONCRETE PIPE (COMPLETE IN PLACE) LF 0 $ ‐ 603‐01845 84 INCH REINFORCED CONCRETE PIPE (COMPLETE IN PLACE) LF 24 $ ‐ 603‐01546 54 INCH REINFORCED CONCRETE PIPE (SPECIAL) (COMPLETE IN PLACE) LF 17 $ ‐ 603‐02185 23x14 INCH REINFORCED CONCRETE PIPE (COMPLETE IN PLACE) LF 189 $ ‐ 603‐02305 38x24 INCH REINFORCED CONCRETE PIPE ELLIPTICAL (COMPLETE IN PLACE) LF 0 $ ‐ 603‐03241 24 INCH EQUIVALENT REINFORCED CONCRETE PIPE ARCH (COMPLETE IN PLACE) LF 20 $ ‐ 603‐03301 30 INCH EQUIVALENT REINFORCED CONCRETE PIPE ARCH (COMPLETE IN PLACE) LF 176 $ ‐ 603‐03361 36 INCH EQUIVALENT REINFORCED CONCRETE PIPE ARCH (COMPLETE IN PLACE) LF 52 $ ‐ 603‐05015 15 INCH REINFORCED CONCRETE END SECTION EA 1 $ ‐ 603‐05018 18 INCH REINFORCED CONCRETE END SECTION EA 4 $ ‐ Addendum 2 – 7332 MAX BRT Project Page 7 of 22 603‐05024 24 INCH REINFORCED CONCRETE END SECTION EA 1 $ ‐ 603‐05042 42 INCH REINFORCED CONCRETE END SECTION EA 0 $ ‐ 603‐05048 48 INCH REINFORCED CONCRETE END SECTION EA 1 $ ‐ 603‐05060 60 INCH REINFORCED CONCRETE END SECTION EA 1 $ ‐ 603‐07180 18 INCH REINFORCED CONCRETE PIPE (JACKED) LF 170 $ ‐ 603‐07360 36 INCH REINFORCED CONCRETE PIPE (JACKED) LF 0 $ ‐ 603‐07480 48 INCH REINFORCED CONCRETE PIPE (JACKED) LF 0 $ ‐ 603‐12012 12 INCH DUCTILE IRON PIPE LF 20 $ ‐ 603‐50006 6 INCH PLASTIC PIPE LF 61 $ ‐ 603‐50012 12 INCH PLASTIC PIPE LF 240 $ ‐ 603‐50018 18 INCH PLASTIC PIPE LF 66 $ ‐ 603‐50045 42 INCH PLASTIC PIPE (SPECIAL) LF 0 $ ‐ 603‐50065 60 INCH PLASTIC PIPE (SPECIAL) LF 0 $ ‐ 604‐00305 INLET TYPE C (5 FOOT) EA 8 $ ‐ 604‐00310 INLET TYPE C (10 FOOT) EA 1 $ ‐ 604‐00315 INLET TYPE C (15 FOOT) EA 1 $ ‐ 604‐00510 INLET TYPE D (10 FOOT) EA 2 $ ‐ 604‐16005 INLET TYPE 16 (5 FOOT) EA 5 $ ‐ 604‐16010 INLET TYPE 16 (10 FOOT) EA 1 $ ‐ 604‐16505 INLET TYPE 16 (DOUBLE) (5 FOOT) EA 5 $ ‐ 604‐16515 INLET TYPE 16 (DOUBLE) (15 FOOT) EA 0 $ ‐ 604‐16605 INLET TYPE 16 (TRIPLE) (5 FOOT) EA 1 $ ‐ 604‐16610 INLET TYPE 16 (TRIPLE) (10 FOOT) EA 1 $ ‐ 604‐19105 INLET TYPE R L 5 (5 FOOT) EA 4 $ ‐ 604‐19110 INLET TYPE R L 5 (10 FOOT) EA 0 $ ‐ 604‐19115 INLET TYPE R L 5 (15 FOOT) EA 0 $ ‐ 604‐19205 INLET TYPE R L 10 (5 FOOT) EA 1 $ ‐ 604‐19210 INLET TYPE R L 10 (10 FOOT) EA 3 $ ‐ 604‐19305 INLET TYPE R L 15 (5 FOOT) EA 1 $ ‐ 604‐20000 OUTLET STRUCTURE EA 0 $ ‐ 604‐25010 VANE GRATE INLET (10 FOOT) EA 1 $ ‐ 604‐26005 VANE GRATE INLET (DOUBLE) (5 FOOT) EA 2 $ ‐ 604‐30005 MANHOLE SLAB BASE (5 FOOT) EA 14 $ ‐ 604‐30010 MANHOLE SLAB BASE (10 FOOT) EA 16 $ ‐ 604‐30015 MANHOLE SLAB BASE (15 FOOT) EA 8 $ ‐ 604‐30020 MANHOLE SLAB BASE (20 FOOT) EA 5 $ ‐ 604‐31005 MANHOLE BOX BASE (5 FOOT) EA 1 $ ‐ 604‐31015 MANHOLE BOX BASE (15 FOOT) EA 1 $ ‐ 604‐39015 MANHOLE SPECIAL (15 FOOT) EA 6 $ ‐ 604‐39020 MANHOLE SPECIAL (20 FOOT) EA 3 $ ‐ 604‐90000 CLEANOUT EA 1 $ ‐ Addendum 2 – 7332 MAX BRT Project Page 8 of 22 605‐00040 4" PERFORATED PIPE UNDERDRAIN LF 60 $ ‐ 605‐83000 GEOCOMPOSITE DRAIN SY 1,328 $ ‐ 606‐00301 GUARDRAIL TYPE 3 (6'‐3") POST SPACING LF 11,863 $ ‐ 606‐00705 GUARDRAIL TYPE 7 (SPECIAL) LF 2,087 $ ‐ 606‐00710 GUARDRAIL TYPE 7 (STYLE CA) LF 691 $ ‐ 606‐00740 GUARDRAIL TYPE 7 (STYLE CE) LF 490 $ ‐ 606‐01370 TRANSITION TYPE 3G EA 8 $ ‐ 606‐01390 END ANCHORAGE TYPE 3K EA 4 $ ‐ 606‐02003 END ANCHORAGE (NONFLARED) EA 4 $ ‐ 606‐10700 BRIDGE RAIL TYPE 7LF 2,870 $ ‐ 607‐11450 FENCE SPLIT CEDAR LF 1,853 $ ‐ 607‐11530 FENCE (SPECIAL) LF 34 $ ‐ 607‐53137 FENCE CHAIN LINK (SPECIAL) (36 INCH) LF 1,720 $ ‐ 607‐53161 FENCE CHAIN LINK (SPECIAL) (60 INCH) LF 200 $ ‐ 607‐53172 FENCE CHAIN LINK (72 INCH) LF 1,227 $ ‐ 607‐53178 FENCE CHAIN LINK (SPECIAL) (78 INCH) LF 153 $ ‐ 607‐53220 FENCE CHAIN LINK (120 INCH) LF 50 $ ‐ 607‐53500 FENCE CHAIN LINK (PEDESTRIAN) LF 1,937 $ ‐ 608‐00006 CONCRETE SIDEWALK (6 INCH) SY 17,522 $ ‐ 608‐00010 CONCRETE CURB RAMP SY 1,043 $ ‐ 608‐10000 SIDEWALK DRAIN LF 19 $ ‐ 609‐20010 CURB TYPE 2 (SECTION B) LF 35 $ ‐ 609‐21010 CURB & GUTTER TYPE 2 (SECTION IB) LF 7,500.00 $ ‐ 609‐21020 CURB & GUTTER TYPE 2 (SECTION IIB) LF 5,042.40 $ ‐ 609‐24004 GUTTER TYPE 2 (4 FOOT) LF 172 $ ‐ 609‐24006 GUTTER TYPE 2 (6 FOOT) LF 132 $ ‐ 609‐71000 CURB (SPECIAL) LF 1,745 $ ‐ 610‐00030 MEDIAN COVER MATERIAL (CONCRETE) SF 265 $ ‐ 612‐00001 DELINEATOR (TYPE I) EA 101 $ ‐ 613‐00100 1 INCH ELECTRICAL CONDUIT LF 24 $ ‐ 613‐00200 2 INCH ELECTRICAL CONDUIT LF 3,017 $ ‐ 613‐00206 2 INCH ELECTRICAL CONDUIT (BORED) LF 2,150 $ ‐ 613‐00300 3 INCH ELECTRICAL CONDUIT LF 292 $ ‐ 613‐00306 3 INCH ELECTRICAL CONDUIT (BORED) LF 2,150 $ ‐ 613‐00400 4 INCH ELECTRICAL CONDUIT LF 292 $ ‐ 613‐04020 HANGAR SYSTEM L S1 $ ‐ 613‐07038 PULL BOX (36"X48"X18") EA 20 $ ‐ 613‐90001 ELECTRICAL INFRASTRUCTURE (HARMONY) LS 1 $ ‐ 613‐90002 ELECTRICAL INFRASTRUCTURE (TROUTMAN) LS 1 $ ‐ 613‐90003 ELECTRICAL INFRASTRUCTURE (HORSETOOTH) LS 1 $ ‐ 613‐90004 ELECTRICAL INFRASTRUCTURE (SWALLOW) (TWO PLATFORMS) LS 1 $ ‐ Addendum 2 – 7332 MAX BRT Project Page 9 of 22 613‐90005 ELECTRICAL INFRASTRUCTURE (DRAKE) LS 1 $ ‐ 613‐90006 ELECTRICAL INFRASTRUCTURE (BAY FARM) (TWO PLATFORMS) LS 1 $ ‐ 613‐90007 ELECTRICAL INFRASTRUCTURE (PROSPECT) LS 1 $ ‐ 613‐90008 ELECTRICAL INFRASTRUCTURE (UNIVERSITY) LS 1 $ ‐ 613‐90009 ELECTRICAL INFRASTRUCTURE (LAUREL) (TWO PLATFORMS) LS 1 $ ‐ 613‐90010 ELECTRICAL INFRASTRUCTURE (MULBERRY) (TWO PLATFORMS) LS 1 $ ‐ 613‐90011 ELECTRICAL INFRASTRUCTURE (OLIVE) (TWO PLATFORMS) LS 1 $ ‐ 613‐90012 ELECTRICAL INFRASTRUCTURE (MOUNTAIN) (TWO PLATFORMS) LS 1 $ ‐ 613‐90013 ELECTRICAL INFRASTRUCTURE (DOWNTOWN TRANSIT CENTER) LS 1 $ ‐ 614‐00011 SIGN PANEL (CLASS I) SF 474.40 $ ‐ 614‐00012 SIGN PANEL (CLASS II) SF 176 $ ‐ 614‐00035 SIGN PANEL (SPECIAL) SF 235 $ ‐ 614‐00216 STEEL SIGN POST (2X2 INCH TUBING) LF 1,456 $ ‐ 614‐93000 GATE SYSTEM EA 14 $ ‐ 618‐00142 PRESTRESSED CONCRETE I (BT42) LF 489 $ ‐ 619‐10625 62 INCH WELDED STEEL PIPE (SPECIAL) (JACKED) LF 0 $ ‐ 620‐00005 FiIELD OFFICE (SPECIAL) EA 1 $ ‐ 622‐00270 BOLLARD EA 27 $ ‐ 623‐10000 3/4" WINTERIZATION ASSEMBLY EA 5 $ ‐ 623‐10001 3/4" SUB‐METER WINTERIZATION ASSEMBLY EA 4 $ ‐ 623‐10002 3/4" TAP ASSEMBLY EA 4 $ ‐ 623‐10003 3/4" WATER METER ASSEMBLY EA 5 $ ‐ 623‐10004 3/4" WATER SUB‐METER ASSEMBLY EA 2 $ ‐ 623‐10005 3/4" BACKFLOW PREVENTION ASSEMBLY EA 5 $ ‐ 623‐10006 1" MASTER VALVE ASSEMBLY EA 6 $ ‐ 623‐10007 1" FLOW SENSOR ASSEMBLY EA 6 $ ‐ 623‐10008 4" PRESSURE REDUCING VALVE ASSEMBLY EA 1 $ ‐ 623‐10009 4" ISOLATION GATE VALVE ASSEMBLY EA 2 $ ‐ 623‐10010 3" ISOLATION GATE VALVE ASSEMBLY EA 4 $ ‐ 623‐10011 2‐1/2" ISOLATION GATE VALVE ASSEMBLY EA 2 $ ‐ 623‐10012 2" ISOLATION GATE VALVE ASSEMBLY EA 1 $ ‐ 623‐10013 1‐1/2" ISOLATION GATE VALVE ASSEMBLY EA 1 $ ‐ 623‐10014 1‐1/4" ISOLATION GATE VALVE ASSEMBLY EA 8 $ ‐ 623‐10015 1" QUICK COUPLING VALVE ASSEMBLY EA 25 $ ‐ 623‐10016 3/4" TYPE K COPPER PIPE LF 160 $ ‐ 623‐10017 6" HDPE, SDR‐9 PIPE LF 600 $ ‐ 623‐10018 3" HDPE, SDR‐9 PIPE LF 1,180 $ ‐ 623‐10019 14" C905 PVC PIPE LF 100 $ ‐ 623‐10020 6" CL 200 PVC PIPE LF 1,620 $ ‐ 623‐10021 4" CL 200 PVC PIPE LF 2,260 $ ‐ 623‐10022 3" CL 200 PVC PIPE LF 1,560 $ ‐ Addendum 2 – 7332 MAX BRT Project Page 10 of 22 623‐10023 2‐1/2" CL 200 PVC PIPE LF 520 $ ‐ 623‐10024 2" CL 200 PVC PIPE LF 3,400 $ ‐ 623‐10025 1‐1/2" CL 200 PVC PIPE LF 1,260 $ ‐ 623‐10026 1‐1/4" CL 200 PVC PIPE LF 2,220 $ ‐ 623‐10027 1" CL 200 PVC PIPE LF 140 $ ‐ 623‐10028 2‐1/2" CL 160 PVC PIPE LF 80 $ ‐ 623‐10029 2" CL 160 PVC PIPE LF 120 $ ‐ 623‐10030 1‐1/2" CL 160 PVC PIPE LF 20 $ ‐ 623‐10031 1‐1/4" CL 160 PVC PIPE LF 680 $ ‐ 623‐10032 1" CL 160 PVC PIPE LF 8,340 $ ‐ 623‐10033 0.75" UV RESISTANT POLYETHYLENE PIPE LF 5,960 $ ‐ 623‐10034 1‐1/2" REMOTE CONTROL VALVE ASSEMBLY EA 7 $ ‐ 623‐10035 1" REMOTE CONTROL VALVE ASSEMBLY EA 20 $ ‐ 623‐10036 POP‐UP SPRAY SPRINKLER ASSEMBLY EA 230 $ ‐ 623‐10037 POP‐UP ROTOR SPRINKLER ASSEMBLY EA 91 $ ‐ 623‐10038 1" DRIP REMOTE CONTROL VALVE ASSEMBLY EA 17 $ ‐ 623‐10039 DRIP ZONE CONTROL VALVE ASSEMBLY EA 31 $ ‐ 623‐10040 DRIP FLUSH CAP ASSEMBLY EA 46 $ ‐ 623‐10041 DRIP EMITTER ASSEMBLY EA 6,970 $ ‐ 623‐10042 ROOT WATERING SYSTEM BUBBLER ASSEMBLY EA 72 $ ‐ 623‐10043 STREAM BUBBLER ASSEMBLY EA 146 $ ‐ 623‐10044 IRRIGATION CONTROLLER ASSEMBLY (FORT COLLINS SYSTEM ‐ PEDESTAL MOUNTE EA 6 $ ‐ 623‐10045 RAIN/FREEZE SENSOR ASSEMBLY EA 6 $ ‐ 623‐10046 IRRIGATION CONTROLLER ASSEMBLY (CSU SYSTEM ‐ PEDESTAL MOUNTED) EA 2 $ ‐ 623‐10047 PRECAST IRRIGATION JUNCTION BOX ASSEMBLY EA 1 $ ‐ 623‐10048 FLOW SENSOR COMMUNICATION CABLE LF 2,120 $ ‐ 623‐10049 CONTROL WIRE 24 VOLT, DIRECT BURY LF 52,900 $ ‐ 623‐10050 TRACING WIRE, DIRECT BURY LF 8,300 $ ‐ 623‐10051 IRRIGATION DEMOLITION LS 7 $ ‐ 625‐00000 CONSTRUCTION SURVEYING LS 1 $ ‐ 626‐00000 MOBILIZATION LS 1 $ ‐ 626‐00200 PUBLIC INFORMATION OFFICER LS 1 $ ‐ 626‐00300 SYSTEM SAFETY AND SECURITY MANAGER DAY 390 $ ‐ 627‐00008 LATEX PAVEMENT MARKINGS SF 36,947 $ ‐ 627‐00070 PREFORMED THERMOPLASTIC PAVEMENT MARKING SF 2,303 $ ‐ 630‐50000 CONSTRUCTION TRAFFIC CONTROL LS 1 $ ‐ 633‐00001 HARMONY STATION SHELTER, ICON AND ID BEACON LS 1 $ ‐ 633‐00002 TROUTMAN STATION SHELTER, ICON AND ID BEACON LS 1 $ ‐ 633‐00003 HORSETOOTH STATION SHELTER, ICON AND ID BEACON LS 1 $ ‐ 633‐00004 SWALLOW STOP SHELTERS, ICON AND ID BEACON (SHELTER PAIRS) LS 1 $ ‐ 633‐00005 DRAKE STATION SHELTER, ICON AND ID BEACON LS 1 $ ‐ Addendum 2 – 7332 MAX BRT Project Page 11 of 22 Addendum 2 – 7332 MAX BRT Project Page 12 of 22 633‐00006 BAY FARM STOP SHELTERS, ICON AND ID BEACON (SHELTER PAIRS) LS 1 $ ‐ 633‐00007 PROSPECT STATION SHELTER, ICON AND 2 ID BEACONS (PROSPECT AND LAKE) LS 1 $ ‐ 633‐00008 UNIVERSITY STATION SHELTER, ICON AND ID BEACON LS 1 $ ‐ 633‐00009 LAUREL STOP SHELTERS AND ICON (SHELTER PAIRS) LS 1 $ ‐ 633‐00010 MULBERRY STOP SHELTERS AND ICON (SHELTER PAIRS) LS 1 $ ‐ 633‐00011 OLIVE STOP SHELTERS AND ICON (SHELTER PAIRS) LS 1 $ ‐ 633‐00012 MOUNTAIN STOP SHELTERS AND ICON (SHELTER PAIRS) LS 1 $ ‐ 633‐00013 DOWNTOWN TRANSIT CENTER SHELTER LS 1 $ ‐ 660‐00000 TRENCHING LF 13,742 $ ‐ 660‐00001 CONTROLLED LOW STRENGTH MATERIAL CY 1,992 $ ‐ 660‐00002 DIRECTIONAL BORING LF 7,512 $ ‐ 660‐00003 2" HDPE SDR11 LF 30,316 $ ‐ 660‐00004 3" HDPE SDR11 LF 7,512 $ ‐ 660‐00005 4" HDPE SDR11 LF 7,512 $ ‐ 660‐00006 2" PVC SCH 40 LF 48,780 $ ‐ 660‐00007 3" PVC SCH 40 LF 12,582 $ ‐ 660‐00008 4" PVC SCH 40 LF 12,582 $ ‐ 660‐00009 1" GRC CONDUIT LF 2,700 $ ‐ 660‐00010 2" GRC CONDUIT LF 1,683 $ ‐ 660‐00011 3" GRC CONDUIT LF 421 $ ‐ 660‐00012 4" GRC CONDUIT LF 421 $ ‐ 660‐00013 36"X48" VAULT EA 56 $ ‐ 660‐00014 24" X 30" X 18" PULL BOX EA 7 $ ‐ 660‐00015 24" X 24" X 18" PULL BOX EA 18 $ ‐ 660‐00016 12" X 18" X 18" PULL BOX EA 37 $ ‐ 660‐00017 LAYER 3 ETHERNET SWITCH EA 9 $ ‐ 660‐00018 LAYER 2 ETHERNET SWITCH EA 21 $ ‐ 660‐00019 WIRELESS ACCESS POINTS EA 34 $ ‐ 660‐00020 EMERGENCY CALL BOX EA 21 $ ‐ 660‐00021 SURGE ARRESTERS EA 235 $ ‐ 660‐00022 FIBER PATCH PANEL (12CT) EA 19 $ ‐ 660‐00223 FIBER PATCH PANEL (48 CT) EA 2 $ ‐ 660‐00225 FIBER PATCH PANEL (48 CT DD) EA 2 $ ‐ 660‐00023 CAT 6 PATCH CABLES EA 235 $ ‐ 660‐00024 CAT 6 CABLES LF 7,600 $ ‐ 660‐00025 SYSTEMS INTEGRATION TESTING LS 1 $ ‐ 660‐00026 BACKBONE FIBER CABLE AND SPLICES LF 31,259 $ ‐ 660‐00027 DROP FIBER CABLE AND TERMINATION PANELS LF 6,364 $ ‐ 660‐00028 VARIABLE MESSAGE SIGNS EA 29 $ ‐ 660‐00029 PUBLIC ADDRESS AMPLIFIER AND SPEAKERS EA 19 $ ‐ 660‐00030 LCD DISPLAY AND DIGITAL SIGNAGE SYSTEM EA 21 $ ‐ Addendum 2 – 7332 MAX BRT Project Page 13 of 22 660‐00031 PUBLIC ADDRESS AMPLIFIER AND SPEAKERS (STC) EA 11 $ ‐ 660‐00032 REDUNDANCY FIREWALLS EA 2 $ ‐ 660‐00033 WIRELESS CONTROLLER AND SOFTWARE EA 1 $ ‐ 700‐70010 F/A 01 MINOR CONTRACT REVISIONS FA 1 $ 250,000.00 $ 250,000.00 700‐70016 F/A 02 FUEL COST ADJUSTMENT FA 1 $ 30,000.00 $ 30,000.00 700‐70019 F/A 03 ASPHALT CEMENT COST ADJUSTMENT FA 1 $ 10,000.00 $ 10,000.00 700‐70042 F/A 04 RAILROAD FLAGGING FA 1 $ 1,752,000.00 $ 1,752,000.00 700‐70495 F/A 05 PARTNERING FA 1 $ 10,000.00 $ 10,000.00 700‐71000 F/A 06 FACILITY VIDEO SECURITY SYSTEM FA 1 $ 306,618.00 $ 306,618.00 MSO OUTFALL (LINE F1 AND MSO POND) LS 1 $ ‐ $ ‐ UNIVERSITY STATION (CSU RESPONSIBILITY) LS 1 0 $ ‐ $ 2,358,618.00 In Words This Bid is Submitted by: I hereby certify that this information is true and correct to the best of my knowledge Company: Representative: Signature: Title: Date: Address Phone: Email: Total Base Bid items Addendum 2 – 7332 MAX BRT Project Page 14 of 22 EXHIBIT 2 – QUESTIONS & ANSWERS Question Response Sheet Number 44, shows the summary of Concrete items. The quantity of aggregate base course class 6 shows 3310 Tons. This is obviously a misprint as it is the same quantity as the adjacent column, concrete sidewalk. We total the column to be 197 tons, not the 3310 tons shown in the summary. Total for 304-06000 ABC Class 6 in the Guideway column has been revised to 4,076 tons. The other quantities shown in the tabulation sheet indicate the estimated quantity under the concrete slab as is for information only since this is to be paid for in the 601-031000 Concrete Slab (Special). Summary of Approximate quantities(Sheet 26) and the Bid Schedule has been revised accordingly. All of the base shown on these summary of concrete sheets is shown under the Concrete Slab (Special) for the stations, with the exception of the 25 tons of base from 22+15 to 22+89 (Ditch Access). The specifications call the base under the concrete slab (special) to be incidental to that item, so they do not total to the aggregate base class 6 bid total. How is the 25 tons of base for the ditch access to be paid? Total for 304-06000 ABC Class 6 has been revised to 25 tons which reflects the quantity for the Ditch Access south side of Harmony. The other quantities shown in the tabulation sheet indicate the estimated quantity under the concrete slab as is for information only since this is to be paid for in the 601-031000 Concrete Slab (Special). Summary of Approximate quantities(Sheet 26) and the Bid Schedule has been revised accordingly. The typical sections shown on sheets 18 and 19 for Mason Downtown detail Class 1 Structural fill under the curb and asphalt patching. Sheet 48, Summary of Surfacing Quantiites, calls out Aggregate base course class 6. Which is correct? Sheet 48 has been modified to differentiate the quantities that is being done by BNSF forces and the contractor. The ABC Class 6 item has been changed to Structural Backfill (Class I) Sheet 48, Summary of Surfacing Quantities details 3,240 Tons of Aggregate Base Class 6 from 82+40 to 84+90. Where is this base called out on the plans? Refer to plan sheet 202 - 204 for Lake Street parking lot details. Also note station range has been revised. Sheet 48, Summary of Quantities bubbles work by BNSF forces. For the HMA (Patching)(Asphalt), all of the work by BNSF forces is in the totals. Who is performing this work? The work by BNSF forces has been removed from the totals. Addendum 2 – 7332 MAX BRT Project Page 15 of 22 Sheet 48 has a total of HMA Patching (Asphalt) of 14000 SY and Sheet 47 has a total of 2385 SY. These add to 16,385 SY but the bid tab shows a total of 19,754. Where is the difference located? Sheet 48 was revised as part of previous Addendum to indicate locations of HMA patching by BNSF RR forces and that patching is not to be done by the BRT Contractor. Bid tab should now indicate 19,793 SY total for 403-00721 HMA (Patching) (Asphalt). Refer to Summary of Approximate Quantities in plan sheet 26 for break out. Refer to General Note 22, Sheet 4 of plan set as an approximate amount of HMA (Patching) (Asphalt) has been added for work on gg McClelland and is included in total. 1.4 Structural Analysis Criteria for Pole Selection. ASSHTO LTS-4-M. This specific requirement adds significant cost to the pole. Approximately 30% to 35% additional per pole from other AASHTO criteria. We typically see a 100MPH wind loading with a 1.3 gust factor which would eliminate the added expense of LTS-4-M criteria. AASHTO LTS-4-M is the standard requirement in the MasterSpec format and will stay in the specifications. Section 16560 – Exterior Lighting: 1.7 Delivery, Storage and Handling. ASTM B 660 requirement adds approximately $500.00 per pole. Each pole must be individually created for shipment. ASTM B 660 is a standard exterior lighting requirement and will remain in the specification. Section 16560 – Exterior Lighting: 1.8 Warranty. Warranty periods beyond manufactures standards can add approximately 45% per luminaires and Poles. Standard Luminaire and pole warranty is 1 year. The warranty requirements will be reduced to 1 year in the specification as part of this addendum 3. Section 16560 – Exterior Lighting: 2.6 Steel Poles L. – 2. Interior surfaces of pole. This requirement will add approximately 45% per pole. This is often use in extreme humidity environments or coastal areas. This is an untypical requirement for the front range of Colorado. The interior surface of the steel poles need to be coated therefore this requirement will remain in the specification. Addendum 2 – 7332 MAX BRT Project Page 16 of 22 Section 16560 – Exterior Lighting: Request for clarification on the shape of the pole and the height of the pole Type B2. The specification 2.6 Steel Poles indicates the Shape to be Round, Straight The detail indicates the shape to be Round, Tapered and 30’ in height. The fixture schedule indicates the pole height to be 25’ with no mention of shape.Can you clarify the pole height and shape for Type B2 and confirm the shape of the Pole for Types B & BB? The pole heights are to match the lighting fixture schedule. The specification has been changed to reflect a "Round, Tapered" pole and the pole base detail drawing has been changed to reflect an "up to 30'" pole as part of this addendum 3. Regarding “202-00009” tree trimming, the spec calls that “City and CSU will mark trees for trimming prior to start of work”. Please clarify the scope in terms of quantities. Trees that require pruning will be limited to those that need clearance provided for construction equipment or activities, or transit operation of the bus guideway and platforms. Retaining wall #4 shows shoring (Area #6) which is not on the bid form. Please clarify. Summary of Approximate Quantities (Sheet 25) and the Bid Schedule has been updated to include 208-01786 (Shoring Area 6) Please clarify the scope of the slope and ditch paving. Plans call for it at station 101+13 to 102 +92 but it is not shown. Need to clarify if the work is part of the ditches starting at the harmony station. Other areas shown sherwood lateral extension and the larimer canal. See sheet 208 Station Area Plan - Swallow Stop provides details for the concrete slope and ditch paving. The details of the McClelland box culvert (sheets 530 - 535) do not indicate if end walls are required at the ends of the interior concrete-lined ditch. Is the intent to have the dirt under the exterior concrete-lined ditch placed against the expanded polystyrene. If end walls are desired, please provide the necessary details. It is the intent to have the dirt placed directly against the expanded polystyrene. Walls are not required to separate the materials. Are both the enhanced and the enhanced patterned crosswalks to be carried in Line item 41201001 10” special pavement? Yes - all concrete crosswalks are paid for in item 412-01001 Concrete Pavement (10 Inch) (Special) Under which line item on the bid form is Plaza paving to be included. All the paving at the University Plaza (Sheets 92-94) shall be paid for under 403-00721 HMA (Patching)(Asphalt) - refer to sheet 47 Summary of Surfacing Quantities Addendum 2 – 7332 MAX BRT Project Page 17 of 22 Are all reset telephone pedestals “by others” as shown on sheet 160 and similar? Yes Under which line item on the bid form should “adjust monitoring well” be included? These adjustments shall be incidental to 402-01050 Concrete Pavement (10.5") Under which line item on the bid form should “relocate temp bleacher stands” be included? If the owner requires the contractor to relocate the temporary bleachers, the work will be paid for under 203 Equipment and Labor items identified on General Note 45 Sheet 5. Under which line item on the bid form should “adjust sidewalk” be included. This work on sheet 167 shall be considered incidental to item 608- 00006 Concrete Sidewalk (6 inch) Please explain what adjust sidewalk chase entails. Is it a remove and replace? A portion of this chase will be removed during construction. The remaining chase may need to be modified to maintain positive drainage. This work shall be considered incidental to item 608-00006 Concrete Sidewalk (6 inch) Under which line item on the bid form should “adjust driveway” be included. This work on sheet 167 shall be considered incidental to item 608- 00006 Concrete Sidewalk (6 inch) Under which line item on the bid form should “adjust traffic control box” be included. Callout has been deleted as part of this addendum 3. Under which line item on the bid form should “modify curb, brick pavers and landscaping and modify steps” be included. Modify curb has been removed from the note as curb work is quantified in item 609-71000 Curb (Special). Modification of the brick pavers, landscaping and steps on sheet 178 shall be considered incidental to item 608-00006 Concrete Sidewalk (6 inch) Under which line item on the bid form should “type II delineators” be included. Work to be done by City of Fort Collins forces. Item Added to Sheet 32 in Traffic Signal And Sign Work by City Forces section. Are the posts for delineators flexible or steel? Flexible Please confirm that tining is required. Yes, tining is required. Addendum 2 – 7332 MAX BRT Project Page 18 of 22 Do we need to carry the CABI and Industrial Hygienist under the LS for 202-00001. Who provides the inspections prior to clearance? A building inspection has been completed and the hazardous material report has been provided as part of the original bid documents. The bidding contractor shall provide for all aspects of the asbestos abatement and environmental conditions in accordance with federal, state (Colorado), and local regulations. All abatement clearance activities (visual inspection and final air clearance by third-party firm) shall be included into the bid item Transite Pipe removal (under relocation of utilities). If more asbestos is found how would it be paid. The bid tabs do not consider unforeseen conditions. Should unforeseen conditions considering hazardous materials arise, they will be addressed on an case by case basis. Has funding been secured for the MAX BRT project, and ancillary projects The City has appropriated the funding required for the total project. Section 01020 Paragraph 1.4 Schedule Definitions and Content calls for a “Contract Price Schedule” with the original bid. The schedule is not listed as a requirement under the ITB paragraph 13.5. Please confirm a Contract Price Schedule is not required with the original bid, and a detailed P6 schedule will be generated after award. Contract Price Schedule is not required with the original bid but is required after award. Section 01040 Paragraph 1.1 C identifies inspection services to be paid by the contractor for weekend work. Please identify how many inspectors will be required. This varies greatly depending on the scope of the work being performed, and will have to be evaluated on a case by case basis. If potentially hazardous materials are identified per the HASP, who bears the cost for testing these soils or groundwater The contractor is responsible to plan for the safety of the workers and environment due to the presence of PCBs during the removal of the building and soil work. If soil removal is included while removing the building, the contractor is required to deal with testing for the disposal of the soil. If hazardous soils or ground water is encountered that impact construction, please confirm that treatment or removals of these materials will be paid as a differing site condition The bid tabs do not consider unforeseen conditions. Should unforeseen conditions considering hazardous materials not identified in any provided project documents arise, they will be addressed on an case by case basis. Addendum 2 – 7332 MAX BRT Project Page 19 of 22 Traffic control plans require approval. Can the contractor assume intersection work on major arteries can occur during normal working hours, with single lane closures in each direction? Yes - Normal working hours are from 8:30am to 3:30pm. Should special circumstances occur regarding project related traffic control activities, the City will work with the contractor to the extents permitable. Mason Downtown section detail sheet No. 19 identifies an Add Alternate Underdrain. Where is this alternate rate to be included? Bid Schedule for the underdrain Add Alternate has been added to excel spreadsheet. Testing to be covered by the owner per section 13.4 of the contract, however modified spec states testing requirement for scopes such as irrigation, electrical, site utilities, earthwork, etc. Please clarify what testing scope that general contractor should include. Section 13.4 has been modified to indicate that all testing will be done by the City unless otherwise indicated in construction documents. The lake street parking lot shown on sheets 203 and 204 calls out hot mix asphalt. There is no section provided for this parking lot and it also does not appear on the summary of quantities. Please advise Sheets will be revised to clarify. Refer to asphalt patching details in the typical sections. What rate of seed is going to be used on the Max BRT project. The pls/ Lbs they said didnt tell them. Rate Table on Sheet 372 has been revised to indicate proper rates. Addendum 2 Question 4 states the 11,077 SY of asphalt patching is for the lake street parking lot. On Sheets R153 and R154 the asphalt paving is called out as Hot Mix Asphalt, not patching. It appears paving for the parking lot is incorrectly shown in the patching tabulation. This will skew the unit price for patching. Notes on sheet R153 and R154 have been changed to HMA Patching (Asphalt) Sheet No. 32 Summary of Approximate Quantities updated in Addendum #2 has an ad alternate for downtown rail work. The bid form does not have a downtown add alternate. Which is correct? Add Alt for Downtown Railwork has been added to Bid form. Addendum 2 – 7332 MAX BRT Project Page 20 of 22 The downtown section of asphalt removal is shown by BNSF forces on sheets 39 and 40. Saw-cutting asphalt is incidental to asphalt removal. Is the asphalt saw-cutting required for the west gutter and asphalt patching shown on sheets 108 through 119 performed by BNSF as well? The asphalt saw-cutting at west curb is being done by BNSF forces. The asphalt patching for the west curb is measured and paid for under HMA Patching (Asphalt). Will on site excavated materials be allowed to be placed in the top 3 feet of subgrade? If this is not allowed it will significantly alter the earthwork summary shown on sheet 49. On-site material should be adequate for meeting the requirements for the top 3 feet of subgrade. will the City reconsider the arch pipe on the BRT project. I know this was addressed in the last addendum however, there is not a supplier in the state who manufactures this material. Elliptical pipe may be substituted on the conditions; it meets the requirements of adequate cover for revegitation, the work can be completed within the provided construction easement, the pipe can fit into the proposed structures and the volume of the existing pond does not change. The revised bid tab is a bit confusing. For example I see that line item 603-01605 (60" RCP) has a quantity of 0, but sheet 327 of the plans shows a fair amount of 60" RCP. Please clarify. The quantity for the 603-01605 (60" RCP) in located in the MSO OUTFALL F1 BASE tab of the Bid schedule. These quantities are for the work required to construct line F1-1. It is automatically included in the base bid at the bottom of the Bid Schedule tab. Please clarfiy where the 300 CY of structure ex and 10,763 CY of class 1 structure backfill as shown on the summary of approx quantities (sheet Q01) for the Guideway. Where are these quantities are coming from. 300 CY of Structure Excavation was removed from SAQ Sheet Q01 and total on Bid Schedule. 10,763 CY or Class 1 Structure Backfill was revised to703 CY on Sheet Q01 and the total was revised on the Bid Schedule. Can Elliptical RCP be substituted for the arch RCP. Elliptical pipe is readily available and will be considerably less expensive and can be furnished in sizes very similar to the sizes on the plans. Why are you requiring arch pipe in this location Elliptical pipe may be substituted on the conditions; it meets the requirements of adequate cover for revegitation, the work can be completed within the provided construction easement, the pipe can fit into the proposed structures and the volume of the existing pond does not change. Addendum 2 – 7332 MAX BRT Project Page 21 of 22 In regards to the exterior windscreen panels provided by Artist and installed by Contractor located at station platforms and listed in spec section 08 80 00 1.2 A.2. Section 08 80 00 3.3 A & B, indicates coordination of installation only and that these panels shall be provided by Artists and furnished by the City. Please confirm installation only should be included in station pricing. Contractor is responsible for only installing windscreen panels that are provided by the artist. Conractor is responsible for furnishing and installing windscreen panels not provided by the artist. The bid item 206 for mechanical reinforcement of soil behind the bridge abutments per the CDOT standards does not include the class 1 structural backfill material, therefore it appears that the class 1 structure backfill quantity is missing from the bridge abutments on the summary of quantities sheet B2, and the bid form. 346 CY of Structural Backfill (Class 1) has been added to the Mail Creek Bridge on sheets 24 and B2 and the Bid Schedule has been adjusted. On sheet W39, retaining wall 3 cross section shows 18” of class 6 or 7 road base and a mat of geogrid, where is this work to be paid? Item 304-06000 Aggregate Base Course Class 6 has been added to the wall tabulation sheet (Sheet W2). The note on Sheet W39 has been modified to indicate that ABC Class 6 shall be used. Summary of Approximate Quantites Sheet 26 has been modified and the Bid Schedule has been updated. Addendum 2 – 7332 MAX BRT Project Page 22 of 22 EXHIBIT 3 - SUMMARY OF ADDITIONAL DOCUMENTATION AVAILABLE ON THE FTP SITE AND INCLUDED AS PART OF THIS ADDENDUM All documents referenced below are part of Addendum No. 3 and shall become a binding incorporation to the solicitation documents and resulting contract award. All documents referenced below are available on the ftp site in a folder labeled Addendum No. 2: ftp://pa-ro:saf21ari@ns2.fcgov.com 1. Project Special Provisions Below is a summary of the revisions to the Project Special Provisions. The actual revised documents can be found on the ftp site. See: Attachment 1 - Section 265600 – Exterior Lighting was revised to reduce the warranty requirements to 1 year. Pole shape has been changed to Tapered. 2. Revised Plan Sheets Below is a summary of the revisions to the Plan Sheets. The actual revised documents can be found on the ftp site. See: Attachment 2 - Plan Sheets Addendum3 05-11-12.pdf SHEET REVISION 24 Updated item 206-00100 Structural Backfill for Guideway and Mail Cree Bridge. Removed 206-00000 Structure Excavation quantity for Guideway. 25 Added 206-01786 Shoring (Area 6), LS to SAQ for wall 4 and revised Shoring (Area 5) to indicate Wall 3 26 Updated ABC, Class 6 quantity and added 514-00000 Pipe Railing, LF 32 Updated 206-00100 Structural Backfill (Class 1) by BNSF Forces. 33 Added 612-00042 Delineator (Flexible) (Type II), LF 42 Added Remarks to clarify ABC, Class 6 43 Added Remarks to clarify ABC, Class 6 44 Added Remarks to clarify ABC, Class 6 and revised total ABC Class 6 quantity 48 Separated BNSF quantities 49 Added 514-00000 Pipe Railing, LF to tabulation of fencing 178 Updated miscellaneous callouts 202 Updated HMA patching callouts 203 Updated HMA patching callouts 204 Updated HMA patching callouts 216 Revised note 5 for railing to be paid for by lf 372 Revised table for accurate seeding rates 493 Added Structural Backfill (Class 1) quantity at abutments 518 Added info for Structural Backfill (Class 1) 538 Added quantity for ABC Class 6 575 Changed reference from ABC Class 6 or 7 to Class 6 only. 942 Revised note describing height of poles