HomeMy WebLinkAboutBID - 7332 MAX BRT PROJECTAddendum 1 – MAX BRT Project Page 1 of 14
ADDENDUM No. 1
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. The Opening Date has been changed to May 18, 2012 at 3:00 PM (our clock)
2. Additional Information
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
Please contact John Stephen, CPPO, LEED AP, Senior Buyer, 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 1 – MAX BRT Project Page 2 of 14
EXHIBIT 1 – REVISED BID SCHEDULE
The following bid schedule added lines 660-00032 and 660-00033 and revised the
quantity of 660-00019.
Please note that the following Revised Bid Schedule has also been uploaded as a
separate Microsoft Excel file.
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 $ ‐
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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 6,487 $ ‐
206‐00065 STRUCTURE BACKFILL (FLOW‐FILL) CY 158 $ ‐
206‐00100 STRUCTURE BACKFILL (CLASS 1) CY 24,363 $ ‐
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 $ ‐
208‐00005 EROSION LOG LF 8,995 $ ‐
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 $ ‐
Addendum 1 – MAX BRT Project Page 4 of 14
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 $ ‐
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 4 CY 95.13 $ ‐
304‐06000 AGGREGATE BASE COURSE, CLASS 6 TON 4,240.00 $ ‐
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 $ ‐
Addendum 1 – MAX BRT Project Page 5 of 14
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 $ ‐
506‐00212 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 $ ‐
514‐00201 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 $ ‐
Addendum 1 – MAX BRT Project Page 6 of 14
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 $ ‐
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 $ ‐
Addendum 1 – MAX BRT Project Page 7 of 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 $ ‐
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 7 LF 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 $ ‐
Addendum 1 – MAX BRT Project Page 8 of 14
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 $ ‐
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 $ ‐
Addendum 1 – MAX BRT Project Page 9 of 14
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 $ ‐
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 $ ‐
Addendum 1 – MAX BRT Project Page 10 of 14
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 $ ‐
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 $ ‐
Addendum 1 – MAX BRT Project Page 11 of 14
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 $ ‐
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 1 – MAX BRT Project Page 12 of 14
EXHIBIT 2 – QUESTIONS & ANSWERS
Comment
Number Question Response
1 Is the award based on the lowest bid or is the award based on a subjective
analysis of bidder and subcontractor qualifications, to determine a best value?
To be awarded the contract, the contractor must meet the qualifications in the bid, and be
the lowest responsive responsible bidder. There will not be a subjective analysis to
determine 'best value.'
2 How are the qualifications of the general contractor and listed subcontractor
evaluated and to what extent is the award selection based on this?
The lowest responsive responsible bidder shall be evaluated based on the spedified
qualifications and results of reference checks. Should the low bidder not meet these
requirements, the next lowest bidder will be evaluated.
3
Please clarify the requirements found in this section requiring the following: a)
the general contractor must have completed at least one project similar in size
and complexity in the past 5 years for the mason corridor portion of the
project; b) Superintendent has managed at least one FTA and Transit related
project similar in the past 10 years; c) Project Manager has been involved in at
least two FTA and Transit related similar projects in the past 10 years.
(a) Projects of similar size should be interpreted as projects over $25 million, and include
multiple construction disciplines related to transit projects.
(b) Any demonstrable FTA transit project related experience is acceptable, including light
rail, commuter rail, etc.
(c) Any demonstrable FTA transit project related experience is acceptable, including light
rail, commuter rail, etc.
4
Is the City of Fort Collins willing to revise the experience requirements to
remove the FTA and Transit requirement and replace this with CDOT
experience in road and bridge construction.
No
5
Please clarify if the statement of bidders qualification is a pass/fail for bid
evaluation and subsequent contract award or how is this being used in the
award selection process.
The lowest responsive responsible bidder shall be evaluated based on the specified
qualifications and results of reference checks. Should the low bidder not meet these
requirements, the next lowest bidder will be evaluated.
6
Please clarify question 3 (section 00420) regarding the contractor license
number, class and location. There is no general contractor licensing
requirement in Colorado, please clarify what entity you are referring to for a
contractor license number?
A Fort Collins Licensed Contractor is required for the construction of the shelter
structures.
7
Would the City consider short listing or pre-qualifying contractors based on
submitting a completed statement of bidder qualifications prior to bid proposal
submission so only those firms who have been prequalified for this project
would be allowed to submit a bid proposal?
No
8
Would the City of Fort Collins consider revising the bid schedule to pay for
traffic control requirements similar to how CDOT pays for traffic control on a
hourly and per item basis?
No. Contractors should prepare a work plan and estimate traffic control accordingly.
Traffic Control requirements in the City of Fort Collins are extensive, particularly in high
pedestrian areas like Downtown and on arterial roadways, and should not be
underestimated. See the pre-bid presentation at
Addendum 1 – MAX BRT Project Page 13 of 14
EXHIBIT 3 – SUMMARY OF ADDITIONAL DOCUMENTATION
AVAILABLE ON THE FTP SITE
All documents referenced below are available on the ftp site in a folder labeled
Addendum No. 1:
ftp://pa-ro:saf21ari@ns2.fcgov.com
1. Revised Special Revisions
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 REVISED Project Special Provisions.pdf (BAKER)
PAGE REVISION
ii CSI Specifications MIS
CSI Specifications ITS
472 CSI Specifications MIS – Table of Contents
527 Added Language for Fiber Optic Termination Panels and
Accessories
543 Added language for Uninterruptable Power Supply and Network
Firewalls
Deleted references to Sections 27 15 23, 27 24 30, 27 13 23.13, 27
33 53
Added criteria for the Layer 3 Ethernet Switch
584 Added Warranty provision
Added additional product requirements
Added additional electrical requirements
Added additional physical characteristic requirements
606 Added language for Wireless LAN Controller and Software
Added an equipment schedule
616 Added an equipment schedule
625 Added Warranty language
Added additional requirements for the LCD displays
Added additional wiring requirements
634 Provided location of dispatch center
Added Warranty language
Added to Functional and Technical Requirements
Added to the Interface Requirements
Added to the Installation Requirements
Addendum 1 – MAX BRT Project Page 14 of 14
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 REVISED Plan Sheets.pdf
SHEET REVISION
31 Added Items 660-00032 and 660-00033
68 Moved fence on the east side of the guideway to existing Right-of-
Way
129 Revised remove fence callouts
141 Revised note to say Protect light standard in place
142 Revised note to say Protect light standard in place
205 Revised new fence location
608 Revised Laurel striping
630 Revised Laurel striping, revised phase diagrams
805 Added 660-00032 and 660-00033, revised 660-00019 quantity
3. A video of the pre-bid presentation is available at:
http://atlas.fcgov.com/2012_04_13_MAX_BRT_PreBid/index.htm#
4. Attachment 3 Revised Bid Schedule.xls
5. Attachment 4 Responses to Bidder Submitted Questions.pdf
6. The following reference documents have been added to the ftp site:
BNSF Utility Requirements.pdf
Crossing Agreement – Mail Creek Bridge.pdf
Crossing Agreement – Sherwood Lateral.pdf
Facility Video Security System Services Agreement Amendment.pdf
Intergovernmental Agreement Colorado State University Research
Foundation.pdf
Intergovernmental Agreement Colorado State University.pdf
Pre-bid Slides.pdf
Pre-bid Virtual Tour Slides.pdf
South Transit Center Plans and Specs.pdf
http://atlas.fcgov.com/2012_04_13_MAX_BRT_PreBid/index.htm# for more information.
9 Would the City of Fort Collins re-consider the liquidated damages of $32,000
and $5,000 per day as they are excessive for the industry?
No. These numbers are based on the overall project total of $87M. The project must be
fully operational, including time for startup and testing by May of 2014. As the
construction is critical path for operations, the LD's are based on the total project budget,
not just the construction budget.
10
Does the contractor have to demonstrate that it has worked on a Mason
Corridor project to meet the minimum qualifications for the MAX BRT project
or can the contractor demonstrate that it has worked on similar FTA and
Transit related projects as light rail projects?
No, the contractor does not have to demonstrate that it has worked on a Mason Corridor
project.
11 Will the bid date be extended or will it remain May 10th? Yes, the bid date has been extended to May 18th at 3:00 pm.
12 We are asking the City to review our qualifications and make a determination
on our qualifications prior to us expending the effort to prepare a proposal? The City is not pre-qualifying contractors.
13 Is Class 0 or Class 1 sulfate resistance acceptable for concrete pipe? Minimum of Class III unless indicated as Class V in the plans.
14 Will elliptical RCP be acceptable in lieu of arch RCP? No
15
Will the 48" jacked RCP be directly jacked or pulled through a carrier pipe.
The 18" will probably need to be pushed through a casing since the jacking
joint required by CDOT specs isn't available in small sizes like 18". Will that
be acceptable?
48" will require casing. See BNSF Utility Requirements available on the ftp site. Casing
for 18" is acceptable.
16
Regarding the Storm Water Treatment Devices, how do the unit numbers
tabulated in Standard Special Provision 604 correlate to the manhole numbers
shown on the profile sheets? There seem to be many more units shown in
Table 1 of SSP 604 than are in the tabulation of quantities in the plans.
Table 1 in the Project Special Provisions has been modified to correlate to the models
shown in the plans.
17
Will the City of Fort Collins entertain allowing the alternate of CDOT Type 4
Keyway Curb in lieu of 609-21010 Curb and Gutter Type 2 (1-B) having 7,500
linear feet on this project?
No