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HomeMy WebLinkAboutRESPONSE - BID - 26727 5979 ZIEGLER AND KECHTER ROAD ROUNDABOUTSECTION 00300 BID FORM 9. PRICES The foregoing prices shall include all labor, materials, transportation, shoring, removal, dewatering, overhead, profit, insurance, etc., to cover the complete Work in place of the several kinds called for. Bidder acknowledges that the OWNER has the right to delete items in the Bid or change quantities at his sole discretion without affecting the Agreement or prices of any item so long as the deletion or change does not exceed twenty-five percent (25%) of the total Agreement Price. RESPECTFULLY SUBMITTED: CdNT4ACTOR BY: ._. be- ;!a cn:tZ C�/' 51 Ito O(a Signature Oate ��r Title License Number (If Applicable) (Seal - if Bid is by corporation) Attest: Ad ress MOUNTAIN CONSTRUCTORS, INC. P01 Box1405 Telephone Platteville, CO 80651 Email 7/96 Section 00300 Page 2 SECTION 00400 SUPPLEMENTS TO BID FORMS 00410 Bid Bond 00420 Statement of Bidder's Qualifications 00430 Schedule of Subcontractors 7/96 Section 00410 Page 1 r SECTION 00410 BID BOND MOUNTAIN KNOW ALL MEN BY HESE PRESENTS: that we, the undersigned CONSTRUCTORS, INC. as Principal, an as Surety, are hereby held and firmly bound unto the City of Fort Collins, Colorado, as OWNER, in the sum of $Five Percent (5i)** for the payment of which, well and truly to be made, we hereby jointly and severally bind ourselves, successors, and assigns. **of Total Amount of Bid *EMPLOYERS MUTUAL CASUALTY COMPANY THE CONDITION of this obligation is such that whereas the Principal has submitted to the City of Fort Collins, Colorado the accompanying Bid and hereby made a part hereof to enter into a Construction Agreement for the construction of Fort Collins Project, 5979 Ziegler and Kechter Road Roundabout Project, NOW THEREFORE, (a) If said Bid shall be rejected, or (b) if said Bid shall be accepted and the Principal shall execute and deliver a Contract in the form of Contract attached hereto (properly completed in accordance with said Bid) and shall furnish a BOND for his faithful performance of said Contract, and for payment of all persons performing labor or furnishing materials in connection therewith, and shall in all other respects perform the Agreement created by the acceptance of said Bid, then this obligation shall be void; otherwise the same shall remain in force and effect, it being expressly understood and agreed that the liability of the Surety for any and all claims hereunder shall, in no event, exceed the penal amount of this obligation as herein stated. The Surety, for value received, hereby stipulates and agrees that the obligations of said Surety and its BOND shall be in no way impaired or affected by any extension of the time within which the OWNER may accept such Bid; and said Surety does hereby waive notice of any such extension. Surety Compa ies executing bonds must be authorized to transact business in the State of olorado and be accepted by'the OWNER. 7/9d Section 00410 Page 2 IN WITNESS WHEREOF, the Principal and the Surety have hereunto set their hands and seals this 16th day of May , 20_U, and such of them as are corporations have caused their corporate seals to be hereto affixed and these presents to be signed by their proper officers, the day and year first set forth above. PRINCIPAL Name: MOUNTAIN CONSTRUCTORS- INC Address: 622 Main St. Platteville, CO 80651 By: 'title: ATTEST: By: (SEAL) 7/96 SURSTx 8181 Tuft_s Aygnue, #550 Denver, CO 80237 By: — Vera ba � T Title' A,t QXP,gv-in-Fact Section 00410 Page 3 MOODY INSURANCE AGENCY, INC. 3773 CHERRY CREEK NORTH DRIVE, SUITE 800 DENVER, COLORADO 80209-3804 PHONE: (303) 824-6600 No Text Item #6 Work on Hand as of 5/15/2006 Estimated Date of Description of Job Owner Phone / Contact Contract Price Completion Curtis Anse Third Ave. Entryway City of Longmont (303) 651-8310 $ 1,491,979.10 5/15/2006 Mark Laken Fossil Creek City of Fort Collins (970) 221-6605 $ 995,346.35 6/30/2006 Mark Laken Spring Creek City of Fort Collins (970) 221-6605 $ 1,392,915.11 6/30/2006 Robert Patrick SH 257 & WCR 74 Weld County (970) 304-6496 $ 1,363,606.00 10/20/2006 Tim Tuttle West 2nd St. & Harrison Town of Wellington (970) 482-5922 $ 303,673.50 7/1/2006 Long Nguyen SHE 2873-143 CDOT (970) 667-4670 $ 219,773.00 8/8/2006 Walter Lake Christina Beebe Draw Farms (970) 613-2037 $ 279,537.00 12/31/2006 Total 1 $ 6,046,830.06 P,O. BOX 405 - PLATTEVILLE, COLORADO 80651-0405 • (970) 785-6161 SECTION 00420 STATEMENT OF BIDDER'S QUALIFICATIONS All questions must be answered and the data given must be clear and comprehensive. This statement must be notarized. If necessary, questions may be answered on separate attached sheets. The Bidder may submit any additional information he desires. MOUNTAIN CONSTRUCTORS, INC. 1. Name of Bidder: RO Box 4 15 2. Permanent main office address: Platteville. CO 80651 3. When organized: /V0Y"P-MLer 4. If a corporation, where incorporated: Lnja ra' jo 5. How many years have you been engaged in the contracting business c2 under your present firm or trade name? �LPRrs 6. Contracts on hand: (Schedule these, showing the amount of each contract and the appropriate anticipated dates of completion.) ZJ P. P 7. General character of Work performed by your company: �iPAYY }�i t�thln�QV6 C�fl �I1' I.�C"f'l c1 � 8. Have you ever failed to complete any Work awarded to you? If so, where and why?_ Nn 9. Have your ever defaulted on a contract? Np If so, where and why? 10. Are you debarred by any government agency? MQ If yes list agency name. 7/96 Section 00420 Page 1 MOUNTAIN CONSTRUCTORS, INC. COMPLETED PROJECTS OWNER PROJECT NAME CONTRACT AMOUNT DATE COMPLETE CDOT Hwy 287 & SH 1 Im vmts $984,000.00 5/1/1997 Larimer County Elkhorn Creek $120,999.99 8/5/1997 City of Loveland Hwy 34 Under ass & path $507,896.00 9/9/1997 Larimer County CR 42C Improvements $197,117.00 2/1/1998 City of Greeley 35th Ave & 10 St. $501,925.00 11/3/1997 CDOT CDOT Erosion Control $146,000.00 3/27/1998 Larimer County Pleasant Valley Bridge Re I $162,165.00 5/14/1998 Larimer County Parks Maint. Facility $206,689.00 6/1/1998 City of Loveland Eisenhower Blvd. Im t. $530,856.90 6/22/1998 CDOT Hwy 34Im vmt-Wi ins $1,310,464.00 12/31/1998 Larimer County Horsetooth Boat Ram $379,192.00 5/31/1999 City of Greeley Hwy 34 & 35th Ave Im vmt $1,082,474.67 8/31/1999 City ofGreeley Mosier Hill Grading $57,000.00 5/31/1999 City of Fort Collins Horsetooth & Mason Im vmt $191,704.00 11/26/1999 City of Greeley 4th St. Reconstruction $944,787.00 1/10/2000 Colorado Div. of Wildlife Watson Lake Spillway $49,840.00 3/1/2000 Log Lane Village Street reconstruction - Log Lane $231,941.00 8/21/2000 Boulder County Niwot Rd & 95th Ave. reconstr. $707,293.00 10/30/2000 Town of Hudson Street resurfacing $90,390.00 7/30/2000 mer Count Intersection Im vmt CR17 &CR14 $196,356.00 11/30/2000 mer Count Intersection Im vmt CR17 &CR28 $102,324.00 11/30/2000 merCountPinewood r Lake parkin lot $103,058.00 10/30/2000 d County Weld County Bridge 47/68B $299,988.00 4/28/2001 Larimer County Replace Bridge #226 $341,633.00 5/31/2001 Larimer. County Road Improvements CR 64 $1,347,989.00 10/15/2001 City of Greeley Monfort Park - Parking Lot /Access Road $378,647.00 8/31/2001 Colorado State Unly Rodeo Demolition $29,950.00 7/31/2001 City of Greeley Highway 257 Spur Reconstruction $199,832.00 9/30/2001 City of Greeley Reconstr of Number 3 Ditch $69,308.00 9/30/2001 City of Greeley 4th St. Reconstruction $1,275,065.00 11/30/2001 City of Fort Collins SH 14 Ped/Bike Path $867,578.00 7/30/2002 Town of Erie I Leon Wurl Parkway Construction $378,222.00 5/28/2002 MOUNTAIN CONSTRUCTORS, INC. COMPLETED PROJECTS OWNER PROJECT NAME CONTRACT AMOUNT DATE COMPLETE Weld County WCR 65 and WCR 24 1/2 Im vmt $877,029.00 8/16/2002 UNC "Q" Lot $576,889.00 6/15/2003 UNC "S" Lot $143,373.00 6/15/2003 Bureau of Reclamation Hughes Stadium Parkin Lot $511,190.00 9/26/2002 FHWA Beaver Meadows Visitor Center $867,577.66 6/12/2002 Colorado State Parks Jackson Lake $91,870.00 11/26/2002 Larimer County Handy Ditch $116,874.33 5/7/2003 Weld County Greeley Weld Co Airport $1,693,129.73 4125/2003 Estes Park Fall River Pedestrian trail $280,112.50 7/31/2003 Estes Park Fall River Pedestrian trail PH II $170,488.00 12/31/2003 Loveland 2003 Stormwater Improvements $85,439.97 12/15/2003 City of Greeley 11th Ave & 22nd St. Im rovments $134,651.50 10/31/2003 City of Greeley 59th Ave Reconstruction $1,663,073.69 12/31/2003 Colo Dept of Trans . Safety Project $250,364.14 1 /15/2004 City of Greeley 20th Street Widening $900,735.00 11/30/2004 Larimer County CR 27 & CR 44H Realignment $108,415.90 10/13/2003 Larimer County Pleasant Valley Bike Trail $166,364.60 11/30/2003 Evans 31st St. Realignment $385,447.37 2/1/2004 City of Greeley Hwy 34 & 35th Ave Im vmt $102,642.20 11/30/2003 Division of Wildlife Watson Lake Spillway $29,028.70 1115/2004 Weld County WCR 51 Dust control $129,959.00 12/31/2003 Fort Collins N. College/Jefferson Im vmts $3,751,768.00 6/21/2004 Colo Dept of Trans . SH 1 & CR 54 $61,333.25 5/24/2004 Loveland 2004 Stormwater Improvements $84,839.00 12/31/2004 Boulder County Caribou Trailhead Parkin Lot $97,842.00 10/6/2004 Weld Co. School District West "C" Street Improvements $360,865.00 3/112005 City of Loveland E. Eisenhower Blvd & Boise $515,838.23 4/30/2005 Larimer County CR 46E & CR 21 $1,389,214.12 5/13/2005 Larimer County LC PN 174 Bride Replacement $899,918.55 5/23/2005 Larimer County Eagles Nest $155,382.00 5/20/2005 Boulder County Mud Lake $102,124.50 6/17/2005 Colo Dept of Trans . 1-25 at Poudre River $72,419.00 5/6/2005 Division of Wildlife Poudre Rearing Unit $276,956.00 7/22/2005 MOUNTAIN CONSTRUCTORS, INC. COMPLETED PROJECTS OWNER PROJECT NAME CONTRACT AMOUNT DATE COMPLETE Colo Dept of Transp. Safety Project R400-180 $778,804.00 11/18/2005 City of Loveland 2005 Stormwater $33,676.49 12/30/2005 Town of Wellington Schedule 1 $426,339.00 12/6/2005 Town of Wellington Schedule 3 $245,874.00 12/6/2005 Larimer County Blue Sky Trail Underpass $340,548.96 2/312006 SECTION 00300 BID FORM PROJECT: P1aceQ��a �Q Date May 1. In compliance with your Invitation to Bid dated2CL� and subject to all conditions thereof, the undersigned a (Corporation, Limited Liability Company, Partnership, Joint Venture, or Sole Proprietor) authorized to do business in the State of Colorado hereby proposes to furnish and do everything required by the Contract Documents to which this refers for the construction of all items listed on the following Bid Schedule or Bid Schedules. 2. The undersigned Bidder does hereby declare and stipulate that this proposal is made in good faith, without collusion or connection with any other person or persons Bidding for the same Work, and that it is made in pursuance of and subject to all the terms and conditions of the Invitation to Bid and Instructions to Bidders, the Agreement, the detailed Specifications, and the Drawings pertaining to the Work to be done, all of which have been examined by the undersigned. 3. Accompanying this Bid is a certified orr cashier's check or standard Bid bond in the sum of 5 % a ] �c3;X1d1 ($ ) in accordanc ith the Invitation To Bid and Instructions to Bidders. 4. The undersigned Bidder agrees to execute the Agreement and a Performance Bond and a Payment Bond for the amount of the total of this Bid within fifteen (15) calendar days from the date when the written notice of the award of the contract is delivered to him at the address given on this Bid. The name and address of the corporate surety with which the Bidder proposes to furnish the specified performance and payment bonds is as follows: MOD& `Ens. Aaencu 3773 tje r.ver, Go 5. All the various phases of Work enumerated in the Contract Documents with their individual jobs and overhead, whether specifically mentioned, included by implication or appurtenant thereto, are to be performed by the CONTRACTOR under one of the items listed in the Bid Schedule, irrespective of whether it is named in said list. 6. Payment for Work performed will be in accordance with the Bid Schedule or Bid Schedules subject to changes as provided in the Contract Documents. 7. The undersigned Bidder hereby acknowledges receipt of Addenda No. _through 7/96 Section 00300 Page 1 MOUNTAIN CONSTRUCTORS, INC. CONSTRUCTION EQUIPMENT AVAILABLE 5/11/2006 QUANTITY DESCRIPTION 14 Pick ups 1/2 ton, 3/4 ton 7 Service Trucks/Mechanic Truck 2 Dump Trucks 1 Water Wagon 5000 Gal. 3 Water Trucks 2500 gal, 3500 gal. (2) 5 Truck Tractors - 85,000 GVW 10 Trailers - End Dump, Bottom Dump, Low Bed 1 Crawler Dozer - CAT D7H 4 Motor Graders - CAT 130G, 140G (2), 140H 6 Rollers - CAT 815, Dynapac 2511, CAT 463B, Bomag, CAT 563C, CAT 563CP 2 Motor Scrapers - CAT 623B, CAT 623E 5 Rubber Tire Backhoes - JD 310D (2), JD 410D (2), JD 410E 3 Track Backhoes - JD 892D, JD 892E, JD 450 3 Skid Steer - Bobcat (2) JD (1) 1 Air Compressor - 175CFM 2 Welders 200Amp (3), 300 Amp (1) 1 Water Pump - 6 inch 5 Wheel Loaders - CAT 966C (2), CAT 950, CAT 966E, CAT 98OF 2 Demo Hammer NAME Kuntz, Joe Arends, Sandy Kinion, Dave Tjardes, Bill Doug McMurren OFFICERS AND PRINCIPALS MOUNTAIN CONSTRUCTORS, INC. 5/15/2006 YEARS OF TITLE EXPERIENCE President 42 Secretary 8 Gen. Superintendent 35 Superintendent 15 Estimator 21 11. List the more important projects recently completed by your company, stating the approximate cost of each, and the month and year completed, location and type of construction. iE- 12. List your major equipment available for this contract. —�P1 �{ a c ��2a 13, Experience in construction Work similar in importance to this project: 14. Background and experience of the principal members of your organization, including officers: 15. Credit available: $ onn 16. Bank reference. v.. k� '4 0 " I nn NP nn: c Ili„ IW/Am J 07n 1 s.CV.- /rnr 17. Will you, upon request, fill out a detailed financial statement and furnish any other information that may be required by the OWNER? 18. Are you licensed as a General CONTRACTOR? V Ie�- If yes, in what city, county and state? Dry �� prQdo What l- class, license and numbers? pncre1t Lon1c'ac,'�br 19. Do you anticipate subcontracting Work under this Contract? P--5 If yes, what percent of total contract.) �(' �O and to whom? 20. Are any lawsuits pending against you or your firm at this time? W_ IF yes, DETAIL 7/96 Section 00420 Page 2 SECTION 00430 SCHEDULE OF SUBCONTRACTORS List all subcontractors for the work items listed below and all subcontractors performing over 15% of the contract. ITEM �-x���sS CcmcreZ`� 6erracc4 6xc SUBCONTRACTOR Curb, Futtpci S'u%� PCC (�, �(�sc Sirs wa tifslb+VL(s 7/96 Section 00430 Page 1 REVISED BID SCHEDULE ADDENDUM 1 Project: Ziegler Road and Kechter Road Roundabout - inclades Revised Lino ItenTs from Aoc-od l€n #1 Date: 04/08/2006 sp.uimm Number Dascnption O.MitA gueMiry Unit Unit Cast Ilan xa,d Ziegler Road and Kechter Road Roundabout Quantities: 202-01 Remove Pipe ( RCP,CMP,PVC) 76 LF 202-02 Remove Concrete Irrigation Structures & Inlet 3 EA 202-03 Remove Concrete Headwalls 2 EA ',�. �id0O 202-04 Remove Concrete Irrigation Ditch 165 LF 202-05 Pulverize Concrete Intersection (In Place) 1120 SY 3.5o a,gan, ` 202-06 Remove Pulverized Concrete (located under landscaped center median) 215 BY 202-07 Remove Vertical Curb & Gutter 1736 LF 3,,50 0 r? L -� 202-08 Remove Concrete Radius and Spandrels 1614 SF 202-09 Remove Sidewalk 6518 SF • qQ 5r g(p[� , gZ� 202-10 Remove Sidewalk Chase & Concrete Run Down 1 LS 202-11 Rolomill Asphalt Pavement - Full Depth (Approximately 7" - 10") and Stockpile 6707 SY 3. 75 gar en 202-12 Rotomill Asphalt Pavement (2" Depth) 5706 BY a• 13.(A 4.40 202-13 Saw Cut Asphalt or Concrete 229 LF 202-14 Remove 19" x 30" HERCP FES 8 EA 202-15 Remove Rip Rap 25 SY J4,- SOO , 202-16 Remove Barbed Wire Fence 515 LF 1. p1) & M 202-17 Remove and Replace Existing Wood Fence 2 EA cIO Q 202-18 Clean Culvert 1 EA 1. COO 202-19 Remove and Relocate Gate Posts 1 LS -L- 202-20 Remove Existing Trees, Shrubs and Landscape Treatment 1 LS 203-01 Clearing & Grubbing 1 LS ; OW.- 203-02 Remove Existing Sod 7713 SF �z .3 �, q0 203-03 Unclassified Excavation 2508 CY /n,� 203-04 Embankment 4493 CY %•�iVlSg• REVISED BID SCHEDULE ADDENDUM 1 203-05 Muck Excavation - (CIP) 203-06 Borrow ABC (CI 5 or 6) 203-07 Borrow Suitable Fill Material 203-08 Topsoil (Stripping & Stockpiling) - Top 6" 203-09 Topsoil Placement in Planting Area @ Center Median of the Roundabout 203-10 Topsoil Placement @ Back of Walk to easement lines 203-11 Median Hardscape Shaping (CIP) 203-12 Potholing 203-13 Import Screened Topsoil (3") - Parkway areas 203-14 Transport and Compact In Place Reclaimed Asphalt from Stockpile 203-15 Swale Grading/Shaping/Blue Tops 208-01 Erosion Control 210-01 Adjust Manhole Ring & Cover 210-02 Modify Manhole 210-03 Adjust Valve Box 210-04 Modify Valve Box 210-05 Adjust Existing Fire Hydrant To Proposed Grade 210-06 Add Valve Extension Keys To Existing Water Valves 210-07 Raise City of Fort Collins Light and Power Electric Vault Manhole Cover to Paving Grade 210-08 Expose Existing CMP Remove 15' Of CMP 210-09 Expose Existing CMP Remove 3' Top Of Pipe 210-10 Insert 12" SDR-35 Sewer Pipe In Existing CMP 210-11 Adjust Sprinkler Box/Cap Existing/ Modify Irrigation System 304-01 Aggregate Base Course - (CI 5 or 6) - 6" Depth - (CIP) 304-02 ABC - (CI 5 or 6) - 6" Depth - (CIP) - Patch Placement 306-01 Reconditioning - (8") 75 CY 700 , — 500 TON 1985 CY to- 1�1,850.- 901 CY . . - I�� r 703.' 453 CY 4,50 �nQ r 6117 SF -35 ar f 5b. RS 1 LS a_4Co. — _:;z r 2751 CY 3.1en q.Ro .Go 486 LF 0. — 47a. -- 1 EA 73 5- 1 EA_ (.0n 1 EA 1 EA_ 1 EA 5 EA I EA 1 EA rap- 600 6 EA _qW 7 Q 4/0p - 140 LF _Q0, — Q gp O, _ 2 EA 77i 1,873 TON ��Q Apr Q0�•,50 85 TON 11,899 SYya5 73. 5 REVISED BID SCHEDULE ADDENDUM 1 307-01 Flyash Subgrade Stabilization - (12%) 5678 SY � ?J 3 :21 {0 403-01 Hot Bituminous Pavement - Grading S - 100 (3" Depth) - (PG 64-28) 635 TON %S &S / 403-02 Hot Bituminous Pavement - Grading SG - 100 (6" Depth) - (PG 58-28) 1269 TON Qr tS Q o v 403-03 Hot Bituminous Pavement - Grading S - 100 (2" Depth) - (PG 64-28) Overlay 627 TON // b Liz 6 36" ^_ 403-04 Asphalt Patching - Grading SG - 100 (5" Depth) - (PG 58-28) 82 TON Its 0/ Y 3 0 412-01 Portland Cement Concrete Pavement (10") 1344 SY toogoo 506-01 6' x 6' x 1.5' Type L Rip Rap Pad w/ 6" Type II Bedding & 6" Topsoil Cover 2 EA Q o U^ 6 0 Q 603-01 19" x 30' HERCP Class III 137 LF v- 603-02 12" RCP Class III 44 LF % Y 0 603-03 15" RCP Class III 90 LF � 3 o6Q 603-04 15" RCP Class III FES 1 EA Y 70 q7d 603-05 24" Class III RCP w/water tight joints (ASTM C443) 40 LF Go ' Z Yod��/I 603-06 8" Sewer SDR-35 21 linear feet with Headwalls 1 LS 0 -. ' gQp 603-07 Field Collar on 19" x 30" HERCP 6 EA 6Qd "61..Lod 603-08 29" x 45' HERCP Class III 40 LF.--- 604-01 5' Type R Inlet 2 EA �o (V 8Z 604-02 Area Inlet with 6" Oriffice Plate 1 EA 'ZOO U ZO 0,9 .". 604-03 4' Concrete Sidewalk Culvert 1 LS ZQO Q 7 00 0 604-04 4' Sidewalk Chase with a 32' x 2' Concrete Trickle Pan 1 EA 604-05 Modification Of Pond Inlet on Homestead Property 1 LS c.J 04^ �5�0 604-06 14' x 14' Manhole Concrete Box with 30" Manhole Frame and Cover for Access - (CIP) 1 EA Oo0 Rb od —' 604-07 Median Underdrain Pipe System - (4" Perforated Pipe) 135 LF_ 604-08 Median UnOerdrain Pipe System - (4" Solid Pipe) 55 LF q y0 604-09 Tie To Existing Manhole 1 EA [Jt/ —7 �Q REVISED 8I0 SCHEDULE ADDENDUM 1 604-10 Concrete Encasements 8 EA S-zed + 604-11 10 Mill Viscreen Plastic 2303 SF 73 a s 604-12 1 112" Class 200 PVC Irrigation Main 130 LF %� t7 6 d 604-13 4" Conduit Sleeving 200 LF �Q y --7 z0of) 604-14 6" Conduit Sleeving 250 LF Z 3 o4y 607-01 Smooth Wire Fence 515 LF 608-01 Colored Concrete Truck Ramp (Approved Red) 6" Z yj 608-02 - 4'-5'-6'-7'-8' Sidewalk 2563 13301 SF SF _ T 5 608-03 Enhanced Colored Concrete Cross Walks (Red) w/ Z stamped borders 1578 SF C 211 1 IS 608-04 Expossed Aggregate Concrete Median Splashblock " San Diego Buff" 6117 SF _ 77� n!j7 3 d 608-05 Flowfill Over Shallow Utilities 300 LF .. 1500 608-06 Flowable Fill Concrete 100 CY Clow 608-07 High Early Concrete (24 Hour) 75 CY 7-SD 608-08 MSE Amastone Wall in the Center Median of the Roundabout 190 LF 1� J ii y 609-01 W" Vertical Curb & Gutter 1836 LF _ � qq�7Q G? 03 Z 609-02 30" Vertical Curb & Gutter (6" Mountable 2' Inflow Gutter between ramps in all corners) 442 LF T I El E? 609-03 18" Outfall Curb & Gutter 1060 LF 609-04 18" Outfall Curb & Gutter (6" Mountable 2' Outfall Gutter around center island) 263 LF ((.J 609-05 R&R Vertical Curb and Gutter 20 LF 609-06 R&R Concrete Sidewalk 30 SF 619-01 Abandon Existing FCLWD Water Valves (cut out valves and put solid sleeves to replace) 2 EA 619-02 24" Ultra Rib PVC Irrigation Pipe 733 LF 619-03 4' dia. Flat Top Manholes 6 EA Gd 6 Q 0 619-04 5' x 5' Concrete Irrigation Splitter Box w/ 2 "Watennain" 24" C-9 Slide Gates (see detail) 2 EA u 619-05 Tie To Existing Irrigation 2 EA Zw 2 mad 619-07 314" Irrigation Service: Meter PW Backfiow Prevented Metal Screen Cover (Per Detail) 1 LS fo 60 (p 004 Subtotal Ziegler Road and Kechter Road Roundabout Quantities: $ G 6 7 REVISED BID SCHEDULE ADDENDUM 1 FCLWD 24" Waterline Project Quantities, 202-21 Rotomill 2" of asphalt from Ziegler Rd centerline station 36+46 to 44+97 (existing seam to lip of gutter)[- n c ^ 2330 SY .J 202-22 Removal of Asphalt prior to installation of watedine from Ziegler Rd centerline Sta. 44+97 to 50+50 209 TON 22 /- 203-16 Remove / Replace Unsuitable trench backfill (Sta. 36+96 to 45+06) assuming 3' depth x 2' width 180 CY Z0 ^ o d 203-17 Remove / Replace Un-suitable trench backfill (Sta. 45+06 to 56+51) assuming T depth x 2' width 254 CY ZQ ^ SO Q 403-05 "T" patch following installation of waterline (for limits of item 1) 306 TON / / S, - 190. - ' 403-06 -r patch following installation of waterline (for limits of Rem 3) 105 TON its,— �Gi 1 , 0 [S . 403-07 2" Overlay, Grade S-100 -(PG 64-28) Ziegler Road centerline station 36+46 to 44+97 256 TON 74, pL /O, Q 44, - 619-07 Tie To Existing 1 LS ,{ 4.,o+t,'. 619-08 24" Cl 52 DIP, double strap bonded, non -restrained w/ polywrap 1940 LF Vie. _ Z1663 g 40= 619-09 24" Cl 52 DIP, double strap bonded, restrained using Field Lok restraint, w/ polywrap, Sta. 36+96 to 37+76 and 56+15 to 57+45 210 LF Zia- //If 44, I«%.' 619-10 24" Cl 52 DIP, double strap bonded, restrained using Field Lok restraint, w/ polywrap supported with Casing chocks, installed in ex. 36" steel casing 2 Z 32. - t� 2� 210 LF p / . 619-11 24" Bends & Thrust Blocks 2 EA Zboo. - 51 Zoo.- 619-12 Concrete encasement of existing 30" RCP storm sewer 1 LS Z 000- - Z, CM 619-13 24'x22 1/2 degree vertical bends with mechanical restraint 4 EA '500., - 1 4.., DOD - 619-14 AkNac valve and vault assembly 1 EA kC.IJ, - 4Inrtfl ,. 619-15 24" x 45 degree horizontal bend with thrust blocks, rotate fitting to achieve required vertical alignment 2 EA z w. _ 5. ?X0- -- 619-16 24"x8" Reducer with Fire Hydrant and Thrust Block, Mark End of Waterline Construction 1 LS !O O'soa &r S0o. - Subtotal FCLWD 24" Waterline Project quantities: $ VO/' D � C, 5—d Landscaping Quantities, 2810-01 Irrigation 2000-01 Blue Grass Sod 2900-01 Hughes Juniper 2900-02 Winnipeg Parks Rose 2900-03 Chanticleer Pear 2900-04 Purple Leaf Wintercreeper 2000-07 Topsoil - 60/40 compost mix for center median Miscellaneous Quantities: - Contract Bond 625-01 Construction Surveying 626-01 Mobilization 630-01 Specialty Signs 3" Letters On 48" x 48" 630-02 Portable Stop Lights 630-03 Message Boards (7 Boards) 630-04 New Jersey Type Concrete Median Barriers 630-05 Flaggers 630-06 Traffic Control REVISED BID SCHEDULE ADDENDUM 1 21,925 SF !- 28 7-S ,O pL( 21,925 SF 18 EA SO.- pp "l QO-' 14 EA mil. - )olio.' 5 EA 400,- ZWO. - 36 EA /p,- 40 CY 2D-- O©©- Subtotal Landscaping Quantities: $_ % /i �5 1.00 LS 7-0 0b0,' Z01000. 1.00 LS I&P 00O 1((0,0OO- 1.00 LS 80, 000 p0-,-m,. - 10 EA 2,SX A 36 DAY 13a - 20 DAY 90.- l,p$pp 25 LF 7 5-- 1,040 HOURS 24-' ZyrQ(g9, 1 LS ,( Subtotal Misc. Quantities: $ I do 2 REVISED BID SCHEDULE ADDENDUM 1 The sum of these two amounts will be used to determine the lowest successful bidder according to the following formula: A + B X (the daily cost) = Contractors bid for evaluation for the lowest successful bidder Where: A = Contractor's total bid for the work items B = Number of Calendar Days required to substantially complete the Work Daily Cost for this Project = $2,072.00 A = Total Construction Cost (Base Bid) $ (Ziegler Road and Kechter Road Roundabout, FCLWD 24" Waterline, Landscaping and Misc. Quantities) B = Total number of calendar days bid = The total number of Calendar Days must fall between June 1, 2006 and September 1, 2006 for substantial Completion) Total number of calendar days bid ( i 3 ) X $2,072.00 = $ IU 6 1(4- TOTAL PROJECT COST = A + B X (the daily cost) _ $ 1 , B 19 A 5 11 7©