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Home My WebLink AboutAddenda - BID - 5927 TRILBY ROAD AND ZIEGLER ROAD IMPROVEMENT PROJADDENDUM No. 1 SPECIFICATIONS AND CONTRACT DOCUMENTS Description of Bid: 5927 TRILBY ROAD AND ZIEGLER ROAD IMPROVEMENT PROJECT OPENING DATE: August 16, 2005, 3:OOp.m. (Our Clock To all prospective bidders under the specifications and contract documents described above, the following changes are hereby made. 1. There was an error on our bid schedule: there is a typo that needs to be corrected 1 Line item 609-02 Outfall Curb and Gutter (18") 675 EA This Line Item should read: 609-02 Outfall Curb and Gutter (18") 675 LF 2. At our pre -bid meeting held on August 2, 2005, a question was asked concerning the pavement section. In our bid schedule and in the pavement design, the section we use is 3 inches of Grading S HBP and 5 inches of Grading SG HBP. We are changing that section to 2 inches of Grading S over 6 inches of Grading SG. Therefore, the following changes are reflected on our bid schedule: • 403-01 Hot Bituminous Pavement — Grading S — 100 (2" Depth) — (PG 64-28) 1125 TON • 403-02 Hot Bituminous Pavement — Grading SG — 100 (6" Depth) — (PG 58-28) 2038 TON • 403-04 Asphalt Patching — Grading SG — 100 (6" Depth) — (PG 58-28) 78 TON The line item 403-02 has been added to the above line item, so the 403 section will only go to 403-04. • From Sta 16+00 to Sta 11+00, there will be an 8" underdrain placed underneath the south curb and gutter on Trilby Road. • 603-09 8" Underdrain bedded in washed rock (CI 57) 500 Lf • From Sta 11+00 to Sta 6+00, there will be a 4" underdrain placed underneath the south curb and gutter on Trilby Road. • 603-10 4" Underdrain bedded in washed rock (CI 57) 500 LF 215 \gvih Ma. k n Stria * Z"" Hams - 1"0' lio" 580 - 6brt Coffin, (0 80522 OSSO - (9701 221 6„75 - Vax 070) 221-6'07 WW W.fCk4OV.0019 M.w 3. On the south side of Trilby Road, we will have a stockpiling area that is 150' long by 70' deep that will need to be fenced in with orange safety fence. 208-02 Orange Safety fence (on the Kechter property south side of Trilby road) 290 LF If you have any questions please contact John Stephen, CPPB, Senior Buyer, at 970-221-6777. RECEIPT OF THIS ADDENDUM MUST BE ACKNOWLEDGED BY A WRITTEN STATEMENT ENCLOSED WITH THE BID/QUOTE STATING THAT THIS ADDENDUM HAS BEEN RECEIVED. ADDENDUM 1 REVISED Bid Schedule Trilby Road and Ziebler Road Improvement Project (Kinard Junior High School) CITY OF FORT COLLINS, STREET OVERSIZING DEPARTMENT BID NUMBER 5927 ITEM NUMBER DESCRIPTION CONTRACT QUANTITY UNIT Unit Price TOTAL FKved apti Zlegier Read Wide*11 202-01 Remove Pipe (RCP, CMP, PVC) 218 LF 202-02 Remove Vertical Curb And Gutter 100 LF 202-03 Remove Structure and Cap Pipe 1 EA 202-04 Rotomill Asphalt Pavement (5"-10" Depth) 570 SY 202-05 Profile Mill 0-2" 4,079 SY 202-06 Remove Existing Tree 33 EA 202-07 Remove Fence Various Types) 385 LF 202-08 Demo Existing Concrete Box 1 EA 202-09 Remove Trickle Pan 30 LF 202-10 Remove Type III Barrier 1 LS 202-11 Remove Sidewalk 100 SF 202-12 lRemove Handicap Ramps 1,825 SF 203-01 Unclassified Excavation 2,755 CY 203-02 Embankment - (CIP) 1,635 CY 203-03 Haul & Dispose 1,120 CY 203-04 Borrow ABC Class 5 or 6) - (CIP) 500 TON 203-05 Muck Excavation - (CIP) 150 CY 203-06 Topsoil - (Stripping, Stockpiling, Placing) - 6" Depth 1,000 CY 203-07 Topsoil - (Stripping and Haul Off -Site) - 6" Depth 1,214 CY 203-08 Median Hardscape Shaping (CIP) 954 SF 203-09 Potholing 1 LS 203-10 Flow fill Section Over Shallow Utilities 100 LF 203-11 Import Screened Topsoil (3") - Parkway areas 172 CY 203-12 Clearing and Grubbing 1 LS 208-01 Erosion Control 1 LS 208-02 Orange Construction Fence 290 LF 210-01 Adjust Manhole Ring/Cover 2 EA 210-02 Modify Manhole 2 EA 210-03 Adjust Valve Box 12 EA 210-04 Modify Valve Box 6 EA 304-01 Aggregate Base Course - (Class 5 or 6) - 6" Depth - (CIP) 2,200 TON 304-02 Base Course Patch Placement - (Class 5 or 6) - 6" Depth - (CIP) 50 TON ADDENDUM 1 REVISED Bid Schedule Trilby Road and Ziebler Road Improvement Project (Kinard Junior High School) CITY OF FORT COLLINS, STREET OVERSIZING DEPARTMENT BID NUMBER 5927 ITEM NUMBER DESCRIPTION CONTRACT QUANTITY UNIT Unit Price TOTAL 306-01 Reconditioning (8") Under Sidewalk 1,794 SY 307-01 Flyash Subgrade Stabilization - (12%) 7,034 SY 307-02 Flyash Subgrade Stabilization - (6%) 10,666 SY 403-01 Hot Bituminous Pavement - Grading S - 100 (2" Depth) - (PG 64-28) 1,125 TON 403-02 Hot Bituminous Pavement - Grading SG - 100 (6" Depth) - (PG 58-28) 2,038 TON 403-03 Asphalt Leveling Course - Grading SG - 100 - (PG 58-28) 684 TON 403-04 Asphalt Patching - Grading SG - 100 (6" Depth) - (PG 58-28) 78 TON 506-01 5'x5'x2.5' Type L Rip -Rap, 6" Topsoil (CIP) 2 EA 506-02 10'x8'xl.5' Type D Rip -Rap, 6" Topsoil (CIP) 1 EA 506-03 6'x6'xl.5' Type L Rip -Rap, 6" Topsoil (CIP) 1 EA 603-01 Tie To Existing 14"x23" HERCP 1 EA 603-02 14"x23" HERCP 95 LF 603-03 14"x23" HERCP FES 1 EA 603-04 4" Median Underdrain Pipe 326 LF 603-05 4" Conduit Sleeving 200 LF 603-06 6" Conduit Sleeving 50 LF 603-07 18" RCP Class III 34 LF 603-08 18" RCP Class III - (FES) 2 EA 603-09 8" Underdrain bedded in washed rock(Cl 57) 500 LF 603-10 4" Underdrain bedded in washed rock (Cl 57) 500 LF 604-01 5' Type R Inlet 2 EA 608-01 Concrete Sidewalk 8' Wide (6") 13,424 SF 608-02 lConcrete Access Ramps with Truncated Dome (8") 789 SF 608-03 Concrete Cross pan and Apron (9 1/2 ") 1,537 SF 608-04 Hi -Early Concrete (24 Hour) 25 Cy 608-05 Flow able Fill Concrete 65 CY 608-06 Exposed Aggregate Median Hardscape 4" 954 SF 608-07 Pedestrian Refuge Island 525 SF 608-08 Sidewalk Chase @ Old Legacy Drive (2'x10') 1 EA 608-09 lAttached Sidewalk @ Cul-de-sac (8') 2,720 SF ADDENDUM 1 REVISED Bid Schedule Trilby Road and Ziebler Road Improvement Project (Kinard Junior High School) CITY OF FORT COLLINS, STREET OVERSIZING DEPARTMENT BID NUMBER 5927 ITEM NUMBER DESCRIPTION CONTRACT QUANTITY UNIT Unit Price TOTAL 609-01 Vertical Curb & Gutter (30") 2,721 LF 609-02 Ouffall Curb & Gutter (18") 675 LF 609-03 Roll Over Curb & Gutter 475 LF 619-01 24" Ductile Iron Lock In Place Water Pipe With Wrap 1,076 LF 619-02 Waterline Filter Material Below Bedding Zone (Approx. 1' Below District Specs) 290 CY 619-03 Waterline Excavation Below Bedding Zone (Approx. 1' Below District Specs) 271 TON 619-04 8" PVC Waterline C-900 FCLWD Specifications 56 LF 619-05 24"x8" Tee With 8" Gate Valve 2 EA 619-06 24" Butterfly Valve& Box 3 EA 619-07 Fire Hydrant Assembly Include, Tee, Valve, Lead Pipe, Restraint 2 EA 619-08 8" Plug And Blow Off 1 EA 619-09 24"xl 1.25" Ductile Bends With Restraints 6 EA 619-10 24"x2" Plug And Blow Off Assembly 1 EA 619-11 Dewatering for Waterline 1 LS 619-12 Wet Tap 8 " on 12" valve and " Tie in Pipe to 24" 1 LS 619-13 8" - 90 Degree Bend 1 EA Subtotal Ziegler Road: .AF I-andscaping Quantities: 60/40 Topsoil 772 SF 1 1/2" Colored Rock 127 Ton Subtotal Landscaping: T Miscellaneous Quant ties: - Contract Bond 1.00 " LS 625-01 Construction Surveying 1.00 LS 626-01 Mobilization 1.00 LS 630-01 Type III Barricades 9.00 SECTION 630-02 IMessage Boards 1.00 LS 630-03 ITraffic Control 1.00 LS Subtotal Ziegler Road Misc. 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