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Home My WebLink AboutBID - 5847 CONCRETE PROJECT PHASE II (2)CITY OF FORT COLLINS ADDENDUM No. 1 SPECIFICATIONS AND CONTRACT DOCUMENTS Description of Bid 5847 Concrete Project Phase II OPENING DATE: 3:00 PM March 31, 2004 To all prospective bidders under the specifications and contract documents described above, the following changes are hereby made. 1. Delete: paragraph 4 on page 22 of Section 2000, Project Specifications, which begins "All pedestrian access ramps shall be equipped with truncated domes....." and replace it with the following two paragraphs: "All pedestrian access ramps shall be placed in accordance with the details contained herein. The ramp items shall include all labor, materials, equipment and incidentals, including tile red concrete, removal, sawcutting, haul and disposal, and for doing all the work involved in removal and replacement of pedestrian access ramps. "At the direction of the Engineer, Truncated Dome Panels may be placed in lieu of tile red concrete on pedestrian access ramps. Item 608.26, Truncated Dome Panel (2' x 2'), will be paid as an up-charge in addition to the ramp item, as a replacement for the tile red concrete. This item shall include all labor , materials, and surface preparation to supply and place the panels at pedestrian access ramps. Truncated Dome Panels shall be red, pre-fabricated concrete, and shall meet all ADA requirements. The type of Truncated Dome Panels to be used shall be submitted to the Engineer for approval prior to installation. Dome panels shall be placed at the same time as the initial ramp placement. All panels shall be epoxied on the non-exposed surfaces prior to being set in wet concrete." 2. Change: the quantity for Item 608.26 Truncated Dome Panel to 70 Each. 3. Add: Contractor must use the Revised Bid Schedule attached. Addendum #1 Bid Schedule Bid 5847 Item No. Description Unit Contract Quantity Estimated Cost Unit Cost Total 202.01 Sawcut 4" L.F. 100 $ $ 202.02 Sawcutting - Additional Inch Depth L.F./inch 100 $ $ 203.01 General Excavation C.Y. 50 $ $ 203.02 Borrow Ton 100 $ $ 304.07 Aggregate Base Course Ton 1400 $ $ 403.50 Temporary Patching Ton 300 $ $ 604.01 Type R Inlet - Remove and Replace Each 1 $ $ 604.02 Reconstruct Inlet Deck - Catch Basin Each 20 $ $ 604.03 Reconstruct Inlet Deck - Catch Basin Additional Foot Opening L.F. 1 $ $ 604.04 Reconstruct Curb Inlet Deck - 4' Opening Each 2 $ $ 604.05 Reconstruct Curb Inlet Deck - Additional Foot Opening L.F. 4 $ $ 604.06 Type 13 - Curb Inlet with Frame, Grate and Adjustable Curb Bonnet Each 1 $ $ 604.07 Concrete Sidewalk Culvert Each 1 $ $ 604.08 Metal Sidewalk Culvert - 5/8" Plate Each 1 $ $ 604.09 Additional Square Foot 5/8" Plate S.F. 5 $ $ 608.01 Remove Concrete S.F. 3280 $ $ 608.02 Remove and Haul Fillets Each 4 $ $ 608.03 Apron - Remove and Replace S.F. 3025 $ $ 608.04 Crosspan - Remove and Replace S.F. 3025 $ $ 608.05 Driveover Curb, Gutter & 4" Sidewalk - Remove and Replace L.F. 4150 $ $ 608.06 Driveover Curb, Gutter and 6" Sidewalk - Remove and Replace L.F. 2225 $ $ 608.07 Driveover Curb and Gutter - No Sidewalk - Remove and Replace L.F. 90 $ $ 608.08 Driveover Curb, Gutter & Drive Approach - Remove and Replace L.F. 175 $ $ 608.09 Vertical Curb, Gutter & 4" Sidewalk - Remove and Replace L.F. 610 $ $ 608.10 Vertical Curb, Gutter & 6" Sidewalk - Remove and Replace L.F. 470 $ $ 608.11 Vertical Curb and Gutter - No Sidewalk - Remove and Replace L.F. 4500 $ $ 608.12 Vertical Curb, Gutter and Drive Approach - Remove and Replace L.F. 640 $ $ Item No. Description Unit Contract Estimated Cost Quantity Unit Cost Total 608.13 Vertical Curb, Gutter and Drive Approach - No Sidewalk - Remove and Replace L.F. 50 $ $ 608.14 Vertical Outfall Curb and Gutter - Remove and Replace L.F. 50 $ $ 608.15 Barrier Curb 12" L.F. 395 $ $ 608.16 Hollywood Curb, Gutter & 4" Sidewalk - Remove and Replace L.F. 100 $ $ 608.17 Hollywood Curb, Gutter & 6" Sidewalk - Remove and Replace L.F. 25 $ $ 608.18 Hollywood Curb and Gutter - No Sidewalk - Remove and Replace L.F. 50 $ $ 608.19 Hollywood Curb, Gutter & Drive Approach - Remove and Replace L.F. 50 $ $ 608.20 Highback Curb & Gutter - No Sidewalk- Remove and Replace L.F. 50 $ $ 608.21 Highback Curb, Gutter and Drive Approach - Remove and Replace L.F. 50 $ $ 608.22 Pedestrian Access Ramp, Driveover Curb Remove and Replace L.F. 990 $ $ 608.23 Pedestrian Access Ramp, Vertical Curb - Remove and Replace L.F. 245 $ $ 608.24 Pedestrian Access Ramp, Hollywood Curb - Remove and Replace L.F. 20 $ $ 608.25 Pedestrian Access Ramp, Highback Curb - Remove and Replace S.F. 50 $ $ 608.26 Truncated Dome Panel (2' x 2') Each 70 $ $ 608.27 4" Flatwork - Remove & Replace S.F. 2180 $ $ 608.28 Colored Concrete (4") San Diege Buff - UpCharge S.F. 20 $ $ 608.29 6" Flatwork - Remove & Replace S.F. 25000 $ $ 608.30 Replace Flatwork - 1" Additional Depth S.F. 295 $ $ 608.31 4' Valley Pan - 6" Depth S.F. 50 $ $ 608.32 8" Alley Pavement - Remove & Replace S.F. 3200 $ $ 608.33 Highback Alley Approach 8" - Remove & Replace L.F. 50 $ $ 608.34 Expansion & Caulking L.F. 765 $ $ 614.01 “No Parking” Sign With Stand Per Day Per Each 300 $ $ 614.02 Vertical Panel Without Light Per Day Per Each 3900 $ $ 614.03 Channelizing Barrels Per Day Per Each 2000 $ $ 614.04 Type I Barricade Without Light Per Day Per Each 15000 $ $ Item No. Description Unit Contract Quantity Estimated Cost Unit Cost Total 614.05 Type II Barricade Without Light Per Day Per Each 10 $ $ 614.06 Type III Barricade Without Light Per Day Per Each 250 $ $ 614.07 Size A Sign With Stand Per Day Per Each 2200 $ $ 614.08 Size B Sign With Stand Per Day Per Each 250 $ $ 614.09 Size A Specialty Sign - Cost of Manufacturing Each 10 $ $ 614.10 Size B Specialty Sign - Cost of Manufacturing Each 10 $ $ 614.11 Cone With Reflective Strip Per Day Per Each 3000 $ $ 614.12 Safety Fence Per Day Per Roll 20 $ $ 614.13 Light - Steady Burn Per Day Per Each 500 $ $ 614.14 Light - Flashing Per Day Per Each 500 $ $ 614.15 Advance Warning Flashing - or Sequencing Arrow Panel Per Day Per Each 30 $ $ 614.16 Traffic Control Supervisor Per Day 90 $ $ 614.17 Traffic Control Supervisor Per Hour 100 $ $ 614.18 Flagging Per Hour 1675 $ $ TOTAL COST $ Dollars and Cents. Signed Address Company Phone/Fax Check One: Individual Doing Business in Company Name Corporation Partnership RECEIPT OF THIS ADDENDUM MUST BE ACKNOWLEDGED BY A WRITTEN STATEMENT ENCLOSED WITH THE BID/QUOTE STATING THAT THIS ADDENDUM HAS BEEN RECEIVED.