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Home My WebLink AboutAddenda - BID - 5696 SOUTH SHIELDS STREET IMPROVEMENTSCity of Fort Collins Administrative Services Purchasing Division CITY OF FORT COLLINS ADDENDUM No. 1 BID #5696 SOUTH SHIELDS STREET IMPROVEMENTS SPECIFICATIONS AND CONTRACT DOCUMENTS Description of Bid #5696 South Shields Street Improvements OPENING DATE: April 16, 2002, 3:00p.m. (Our Clock) To all prospective bidders under the specifications and contract documents described above, the following changes are hereby made. Bid item clarifications: The highlighted items are the changes that have been made 210-04 Adjust Manhole Ring/Cover 10 EA 304-03 Aggregate Base Course — (CI 5 or 6) — 6" Depth — (CIP) 225 TON 403-07 Asphalt Hand Patching — Grading SG PG 64-22 Binder 55 TON 608-08 Concrete Sidewalk 7' (Thickness = 6") 2325 SF 608-10 Concrete Crosspan and Aprons (Thickness = 8") 250 SF 608-11 Concrete Sidewalk (Various Widths) — (Thickness = 4") 1000 SF 2810-02 Sprinkler Line Install 300 LF NOTE: Attached is a new Bid Schedule that reflects the above changes. Please disregard the previous Bid Schedule and use the attached in it's place. 11. Item Description Clarification: • Roll -Over Curb and Gutter— This item includes curb and gutter and sidewalk that has been monolithically poured • 630-03 Night Time Traffic Control — This item will cover the weekend closures that will be necessary to mill and overlay the Prospect and Shields Intersection and will be paid for as a lump sum price. • Landscaping Maintenance — This item (as defined in the specifications) has a warranty period of 2 years. During the 2 year warranty, the landscaper will be required to mow and keep the parkway clean until final acceptance. • Orange 4' Safety fence with T-Posts (Approx. 300 feet) shall be installed along the staging area during construction. 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. Page -1- 215 North Mason Street • 2nd Floor • P.O. Box 580 • Fort Collins, CO 80522-0580 • (970) 221-6775 • FAX (970) 221-6707 Project: South Shields Street Improvement Project ADDENDUM #1 spectra. NumMr Description Esmabd tl OuantiN Unit Unit Cost item cost South Shields Street Quantities: 202-01 Remove Vertical Curb 8 Gutter 285 LF 202.02 Remove Cmsspan, Apron, Driveway 860 SF 202-03 Remove Roll Over Curb 160 SF 202-N Remove Asphalt S-8-thlck 2.390 SY 202-05 Remove Sidewalk 8.295 SF 202-06 Remove Concrete Light Pde Bases (Top T) and Haul 3 FA 202-07 Remove Exisibng Inlet Type R 5' 2 EA 202-08 Remove Tree Sol (Avg Width = 48' Diameter) 1 EA 202-09 Remove Landscape Boulders (Comer of Stuart and Shields- apprax. 4'-8' cobbles) 1 LS 203.01 Unclassified Excavation 2,350 CY 20M2 Embankment (CIP) 2,020 CY 20M3 Bomrv- Suitable Fill Materd(Udorrein Circumstances Only) 517 CY 203-04 Haul and Dispose 330 CY 203-05 Muck Excavation (CIP) 275 CY 20M6 Bopow, ABC( cl 5 or 6) CIP 385 TON 203.07 Topsdl(shipping, stockpile, placing) 730 CY 203.08 Swele Grading 615 LF 203-09 Pothding 1 LS 208-01 Erosion Control 1 LS 21D01 Adjust Manhole Ring,Cover 5 EA 21D02 Mai Mai 2 EA 21093 Adjust Valve Box 4 EA 30"1 Aggregate Base Course - (CI S or 6) - 6' Depth - (CIP) 3,180 TON 304-02 Aggregate Base Course Patch Placement -(CI5 or 6)-6-Depth-(CIP) 200 TON 3W01 Recomiboning(8') 2.435 SY 307-01 Flyesh Subgrade Stablllzatun(12k) 7,300 SY 40Y01 Hot Bituminous Pavement- Grading S(4- Depth) (PG 7628) 2,430 TON 40302 Hot Bituminous Pavement - Grading SG (6-Depth) (PG 84-22) 3,180 TON 403-03 Asphalt Paver Patching - Gradbg S (4- Depth) PG 6 n Binder 100 TON 403N Asphalt Paver Patching- Grading SG (7' Depth) PG Ga22 Binder 150 TON 412-01 Portland Cement Concrete Pavement (1PDepth) 260 SY 420-0i Mlrae Filter Material 800 SY 50B-01 16x20'X1.5' Class 12 RipRap with 6-topsail (CIP per derall) 33 SY 506-02 5'x5'X1.5 Class 12 Rip -Rep with 6' topsoll(CIP per detail) 6 SY 603-01 4- PVC Schedule 2001mgation Sleeving 100 LF 604-01 5' Type R hall 1 EA 604-02 Combination Type 131nlet 1 EA 608.01 Concrete Sidewalk 7' (Thickness = 6-) 9,000 SF WS02 Concrete Aces Ramps with Colored Landings (Thickness =6') 1,860 SF 608.03 Concrete Canal and Aprons (Thickness=l0') 900 SF 608-N Concrete Bus Pad (Thickness = 6') 250 SF W"5 Paaerenad Asphalt Crosswalks 3,000 SF 608.06 Hi Early Concrete 75 CY 608.02 Flaw Fill 150 CY 609-01 Vertical Curb and Gutter 1,200 LF 609-02 RdpOver Curb and Gutter 100 LF 619-01 8"x2"Plug and slow ON 1 EA 619.02 NNW' Tapping Saddle(FC Spec) 1 EA 619-03 8' Taping Valve and Connection 1 EA 619-04 8-DIP with Pdy Wrap 40 LF 619-05 Imnall 72" Valve Mani aver Exisiting 30' 1 EA 619-06 IMgation Seri (3l4')- City of Fan Collins Spec 1 EA Subtotal South Shields Street Quantities: $ Pavement Management - Street Rehabilitation Quantities: 202-10 Rotomill Monett (Avg. Depth = 4-) 12,000.0 SY 202-11 Remove Glue-0own Curb & Gutter with Hardscape 1.0 LS 202-12 Remove Vertical Curb & Gutter 05 LF 202.13 Remove Crosspan, Apron, Driveway 610 SF 202-14 Remove Roll Over Curb and Gutter 90 LF 202-15 Remove Asphalt Pavement (Y-8-thick) 2.000 SY 202-16 Remove Sidewalk 3,225 SF 202-17 Cap oe Imrigation I Sprinkler 4 EA 20&10 Unclassified Excavation 60 CY 203-11 Embankment 60 CY 203-12 Borrow ABC ( cl 5 or 6 ) OP 130 TON 210-N Adjust Mani RinglCover 10 EA 210-05 Adjust Valve Box T EA 3 -03 Aggregate Base Course - (CI 5 or 6)-V Depth -(CIP) 225 TON 40305 Hot Bituminous Pavement - Grading 8 (4-Depth) (PG 76.28) 31000 TON 40G06 Hot Bituminous Pavement -Grading SG (6-Depth) (PG6,i 275 TON 4O-07 Asphalt Hand Parching - Grading SG PG 6422 Bitter 55 TON 60MB Concrete Sidewalk 7' (Thickness = 6-) 2.325 SF 608-09 Concrete Acess Ramps with Colored Landings (Thickness = F) 360 SF 60&10 Concrete Christian and Aprons (Thickness = 81 2W SF 60&11 Ccecreb Sidewalk(Various WlMhsl- (Thickness •4') 1.000 SF 609-03 Vertical Cut and Gutter 625 LF 60&04 Roll -Over Cut and Gutter 180 LF Subtotal Pavement Management - Rehabilitation Quantities: $ Landscaoino Quantities: 2810.01 Inigadon 1.0 LS 2810.02 Sprinkler Line Install 300 LF 2900-01 Burr Oak - 2' Caliper B&B 38 EA 2900-02 Import Topsdl(Screened-3- Depth) -(BOC)-(CIP) 300 CY 2900-03 Tud Sod 2,700 SF 2900-N Ede Prep Replacement 1.300 SY Subtotal Landscaping Quantities: $ Miscellaneous Quantities: - Contract Bond 625.01 Construction Surveying 626.01 Mabllicition 630-01 Type Ill Banned. 630-02 Traits Control 63P03 Night Time Traffic Control Subtotal Misc. Quantities: $ TOTAL CONSTRUCTION COST as IN Fi