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HomeMy WebLinkAbout09-G - 2009 Sidewalk Program NOTICE TO BIDDERS 2009 SIDEWALK PROGRAM CITY OF LIVONIA, MICHIGAN CONTRACT 09-G Sealed proposals will be received by the City of Livonia, Michigan as owner until 2:00 PM on Tuesday, April, 7, 2009 at the Livonia City Hall, 33000 Civic Center Drive, Livonia, Michigan, at which time said proposals will be opened and publicly read. The City of Livonia seeks proposals for the following: The removal and replacement of concrete sidewalk, concrete curb and gutter, ramps and other related items of work, within the City of Livonia. Proposals, contract forms, plans and specifications under which the work will be done may be obtained, starting Monday, March 30, 2009, at the Office of the City Engineer, 33000 Civic Center Drive, Livonia, Michigan. A NOW REFUNDABLE CHECK in the amount of Thirty-Five Dollars ($35.00) ($40.00 if mailed)will be required for each set of bidding documents obtained. Each proposal shall be accompanied by a certified check in the amount of 5% of the total bid, payable to the City as security for the acceptance of the contract. A bid bond in the Michigan Standard Form issued by an approved Surety Company may be furnished in lieu of a certified check. No bidder may withdraw his proposal within one hundred twenty (120) calendar days after the date set for opening thereof. The City reserves the right to reject and bid or all bids and waive irregularities in bids. ADDRESS ALL BIDS TO THE CITY CLERK IN A SEALED ENVELOPE WHICH CLEARLY STATES THE NATURE OF THE BID. Todd J. Zilincik, P.E. City Engineer Jack E. Kirksey, Mayor CITY OF LIVONIA NB CITY OF LIVONIA Engineering Division Department of Public Works 33000 Civic Center Drive Livonia, MI 48154 (734) 466-2571 April 3, 2009 @ 5:30 pm Addendum No. I Specifications and Contract Documents for 2009 Sidewalk Repair Program CONTRACT 09-G 1. Clarification on Scattered Locations. The contractor shall provide unit prices for providing repairs for 513 locations in Sections 1 through 36 that are not identified as the "Target Area — Section 3" and is comprised of 36 square miles. The contractor shall also include for line item 25, Inspector Days the cost associated with the City of Livonia adding up to 50 additional, but not to exceed 75 locations that are "Emergency Repair" that have become identified since the program was bid. These "Emergency Repair" locations will be coordinated with the contractor to the best extent possible to coincide with the ongoing repair work in the Section the contractor is working in and to avoid going back to an area that was just completed. 2. SCATTERED LOCATIONS (Sections 1 thru 36): Pages FP-2 and FP-3, Revision of quantities for line items 1, 2, 3, 4, 5, 7,and 18. Line item 5a, Place Concrete Curb (6"to 8") was added. Line item 7a to be placed as an Alternate Bid item and not tabulated in the Scattered Sub Total price, it is placed at the bottom of page FP-3. As a clarification for item 7, the contractor shall supply a 4 feet long by 2 feet wide Armor-Tile insert (color brick red) dome tile and centered in the 6-inch concrete ramp for the first flag(25 square feet). 1 April 3, 2009 @ 5:30 pm Addendum No. 1 Specifications and Contract Documents for 2009 Sidewalk Repair Program CONTRACT 09-G 3. TARGET LOCATION(Section 3) - Page FP-4 and FP-5, Revision of quantities for line items 5, 6, 7, 9, 17, 18, 19 and 20. Line Item 25 for Inspector Day shall be $475, not $400. Line item 5a, Place Concrete Curb (6" to 8") was added. Line item 7a to be placed as an Alternate Bid item and not tabulated in the Scattered Sub Total price, it is placed at the bottom of page FP-5. As a clarification for item 7, the contractor shall supply a 4 feet long by 2 feet wide Armor-Tile insert (color brick red) dome tile and centered in the 6-inch concrete ramp for the first flag (25 square feet). 4. Details for "Curb Removal & Replacement Detail for Sidewalk Ramp" and "Standard Driveway Approach"were revised. 5. ADA Ramps: The City of Livonia will provide the contractor a detailed field sheet for each intersection location for both Scattered. and Target Areas. These detailed field sheets will be provided at the preconstruction meeting to assist the contractor in determination of the removal and replacement of curb, sidewalk, placement of 4-inch concrete with integral curb, adjustment of structure, etc. of each quadrant in order to repair the ramps and make them ADA compliant. 6. THE BID OPENING IS STILL SCHEDULED FOR TUESDAY, APRIL 7, 2009 AT 2:00 PM. 2 2009 SIDEWALK PROGRAM CITY OF LIVONIA, MICHIGAN CONTRACT 09-G FORM OF PROPOSAL SCATTERED LOCATIONS #1 -#513 ( INCLUDING SECTION 22) ESTIMATED UNIT TOTAL ITEM QUANTITIES PRICE PRICE 1. Remove and Replace 4" 90,000 s.f. $ $ Concrete Sidewalk 2. Remove and Replace 6" 12,000 s.f. $ $ Concrete Sidewalk or Approach 3. Remove and Replace 8" Concrete 1,000 s.f. $ $ Sidewalk or Approach 4. Remove and Replace 7" 250 s.f. $ $ plain concrete pavement 5. Remove Concrete Curb and Gutter 500 I.f. $ $ At ramp locations and replace w/flush curb 5a. Place Concrete Curb (6"to 8") 25 I.f. $ $ 6. Place 4" Concrete Sidewalk 100 s.f. $ $ 7. Place 6" Concrete Sidewalk 3,000 s.f. $ $ (including first ADA ramp flag w/4' x 2' dome tactile at approximately 120 locations w/25 sf each) 8. Place 8" Concrete Sidewalk 100 s.f. $ $ 9. Remove 4"—6" Concrete 500 s.f. $ $ 10. Place 8" Concrete Sidewalk 100 s.f. $ $ or Approach 11. Remove and Replace 9" 100 s.f. $ $ reinforced concrete pavement 12. Remove and Replace 4" 100 s.f. $ $ ADA Ramp with insert 13. Remove and Replace 3"—6" 100 s.f. $ $ Asphalt 14. Remove 2"—3"Asphalt 100 s.f. $ $ FP-2 2009 SIDEWALK PROGRAM CITY OF LIVONIA, MICHIGAN CONTRACT 09-G FORM OF PROPOSAL SCATTERED LOCATIONS (cont.) 15. Special Saw Cutting 100 U. $ $ 16. Horizontal curb saw cutting 150 I.f. $ $ 17. Adjust Sprinkler line 450 I.f. $ $ (ADA Ramp locations only) 18. Replace in kind (sprinkler head) 30 each $ $ (ADA Ramp locations only) 19. Place 4" Concrete w/int. curb 1,000 s.f. $ $ (ADA Ramp locations only) 20. Adjust Structure (Top 1') 25 each $ $ 21. Excavation 100 C.Y. $ $ 22. CL II Sand (C.I.P.) 100 C.Y. $ $ 23. Topsoil, Seed and Mulch 100 S.Y. $ $ 24. Sod 100 S.Y. $ $ 25. Inspector Days days $475.00 $ Scattered Sub Total: *Alternate Bid Item 7a: Place 6" Concrete Sidewalk 3,000 s.f. $ $ (including first ADA ramp flag w/4'x 2' dome tactile supplied by City of Livonia At approximately 120 locations w/25 sf each) FP-3 2009 SIDEWALK PROGRAM CITY OF LIVONIA, MICHIGAN CONTRACT 09-G FORM OF PROPOSAL TARGET LOCATIONS SECTION 3 ESTIMATED UNIT TOTAL ITEM QUANTITIES PRICE PRICE 1. Remove and Replace 4" 60,000 s.f. $ $ Concrete Sidewalk 2. Remove and Replace 6" 9,000 s.f. $ $ Concrete Sidewalk or Approach 3. Remove and Replace 8" Concrete 500 s.f. $ $ Sidewalk or Approach 4. Remove and Replace 7" non- 100 s.f. $ $ Reinforced concrete pavement 5. Remove and Replace Concrete 1,000 Lf. $ $ Curb (6"to 8"Thick Conc. Pave.) 5a. Place Concrete Curb (6" to 8") 25 Lf. $ $ 6. Place 4" Concrete Sidewalk 1,500 s.f. $ $ 7. Place 6" Concrete Sidewalk 2,250 s.f. $ $ (including first ADA ramp flag w14' x 2' dome tactile approximately 90 locations at 25 s.f. each) 8. Place 8" Concrete Sidewalk 100 s.f. $ $ 9. Remove 4"—6" Concrete 9,000 s.f. $ $ 10. Place 8" Concrete Sidewalk 100 s.f. $ $ or Approach 11. Remove and Replace 9" 100 s.f. $ $ 12. Remove and Replace 4" 100 s.f. $ $ ADA Ramp with insert 13. Remove and Replace 3"—6" 100 s.f. $ $ Asphalt FP-4 2009 SIDEWALK PROGRAM CITY OF LIVONIA, MICHIGAN CONTRACT 09-G FORM OF PROPOSAL TARGET LOCATIONS SECTION 3 (cont.) 14 Remove 2"—3"Asphalt 100 s.f. $ $ 15. Special Saw Cutting 100 I.f. $ $ 16. Horizontal curb saw cutting 150 I.f. $ $ 17. Adjust Sprinkler line 90 I.f. $ $ (ADA Ramp locations only) 18. Replace in kind (sprinkler head) 17 each $ $ (ADA Ramp locations only) 19. Place 4" Concrete w/int. curb 3,000 s.f. $ $ (ADA Ramp locations only) 20. Adjust Structure (Top 1') 20 each $ $ 21. Excavation 100 C.Y. $ $ 22. CL II Sand (C.I.P.) 100 C.Y. $ $ 23. Topsoil, Seed and Mulch 100 S.Y. $ $ 24. Sod 100 S.Y. $ $ 25. Inspector Days days $475.00 $ Tarnet Sub Total: Scattered Sub Total: TOTAL BID: *Alternate Bid Item 7a: Place 6" Concrete Sidewalk 2,250 s.f. $ $ (including first ADA ramp flag w/4' x 2' dome tactile supplied by City of Livonia At approximately 90 locations w/25 s.f. each) FP-5 FORM OF PROPOSAL (Continued) 2009 SIDEWALK PROGRAM The undersigned agrees that the City of Livonia may increase or decrease the quantity of work without changing the unit price bid for the work. The undersigned represents that he acknowledges that the City reserves the right to accept or reject any bid or all bids and to waive irregularities in bids. Contractor Address Telephone No. Federal I.D. No. Date By: Title: NOTE: A. The Contractor must submit their proposal on the proposal form provided herein. Three (3) copies of the proposal must be submitted to the City Clerk for bid and one (1) should be retained by the Contractor for his files. B. Bidder should not add any conditions or qualifying statement to his bid, otherwise the bid may be declared irregular as being not responsive to the Notice to Bidders. C. The name of the signee must be clearly printed or typed under their signature. FP-6 2009 Sidewalk Program Handicap Ramps Locations Requires ADA Detectable/Tactile Warning Surface Target(Section 3) Aubumdale & Fonville Dome Tiles 8 Donna & St.MartinsDome Tiles 1 NE,NW Remove and Replace Ram NW Remove and Replace Ramp I SE,SW Remove and Replace Ramps SW No Replacement Needed Auburndale & Haldane Dome Tlles 2 Parker & St.Martins Dome Tile 4 SE Remove and Re lace Ram s NE Remove and Replace Ramps NE No Re IaCemeM Needed SE Remove and Replace Ramps Auburndale Seven Mile Dome Tiles 2 Gable & Donna Dome Tiles 4 NE,NW Remove and Replace Rams NERemove and Replace Ramps SE Remove and Replace Ramps Auburndale & St.Martins Dome Tiles 2 Gable & Merriman Dome Tiles 0 NW Remove and Re lace Ram North No Replacement Needed NE No Replacement Needed I No Replacement Needed Bretton & Hard Dome Tiles 4 Haldane & Donna Dome TIIes 2 SE Remove and Replace Ram NW Remove and Re ace Ram SW Remove and Replace Ram SW Remove and Replace Ram Bretton & Ingram Dome Tiles 4 Ha & Ingram Dome Tiles 3 SE Remove and Re lace NE Remove and Replace Ramps SW Remove and Replace Ram NW Remove and Re ace Ramps Bretton & Pembroke Dome TIIes 4 Ingram & St.Martins Dome Tiles 8 NE Remove and Replace Ramps Remove and Replace Ramps NW Remove and Replace Ramps SE,SW Remove and Replace Ramps Donna & Fonvllle Dome Tiles 2 NW Remove and Replace Ram SW Remove and Replace Ramp Fairfax & Bretton Dome Tiles 0 emove Concrete and Soo Fairfax & Donna Dome Tiles 4 NE Remove and RePlaoe Ram SW Remove and Replace Ram Fairfax erriman me les SW Remove&Ra lace Ke FI ,Wai NW No Re lacement Needed Locations: Not part of 09 Road Repair Program TARGET(Section 3)Sub Total =50 403.09 2009 Sidewalk Program Handicap Ramps Locations Requires ADA Detectable/Tactile Warning Surface Target(Section U Locations Part of 09 Road Repair Program OsmU8 & St.Martins Dome Tiles Hard & Parker Dome Tfies 8 NW Remove and Replace RamsNE,NW Remove and Replace Ramps I SW Remove and Replace Ram SE,SW Remove and Replace Ramps Osmus & Briftri me Tiles 8 Parker & Bretton Dome Tiles 2 NE,NW Remove and Re,lace Rams SE Remove and Replace Ram SE,SW Remove and Re lace Rams SW Remove and Replace Ram Oemus & IPembrroke Dome Tiles 1 8 NE,NW Remove and Replace Ramps SE,SW Remove and Replace Ramps Osmus & Fonville: Dome Tiles 1 4 NE Remove and Replace Ram SE Remove and Replace Ram Osmus & Gable Dome Tiles 4 NE Remove and replace Ram SE Remove and replace Ram Osmus & ' Seven;Mfb Dome Tiles 2 NE Remove and Replace Ram NW Remove and Replace Ramp osmus &: „z=, UfAidy,'_ M7m79 ites -2' SE Remove and Replace Ram SW Remove and Replace Ram Parker & Pembroke, Dome Tates =2 NE Remove and Re lace Ram NW Remove and Replace Ram Locations: Part of 09 Road Repair Program TARGET(Section 3)Sub Total =43 TARGET(Section 3)Total= 93 NOTE: The dome file and sidewalk repair work located in the 2009 Road Repair Program may be reduced by 43,but each location Mo be decided at the discretion by the City of Livonia. 403-09 LLJ w ~ d LLI X: J !Y Q�jI—Z U W UO C3w W E- L) L j 1r) LLJW W Y �F- M:W 'U' Z W A Z Li CL YW Ql7Q' ¢ vj H= ~ Q� 2~ LWZ= l� J � wQF- ty z 13 C3 PQ � z U 4,D LL- �3o HW L a �o w OZLLJ Z � AZ av_, YY d P�9a� �� 00 � W > oc J QA zz � -' ye a J F- 1-4 F- �w w V Z O RW ¢ ww c�>- Wza o3Z to Y LLF-W Z pQ Q >- >1 W d W J w Q f l Z F- vZ > aM31N30 Q A 3 (UAF- Xw A o w " Ld 7 cn W w� H Q n Z '�-' sY l7 A U 4t (A 0- a Ho Z 0 w (uz(� 000000000000000 *-4 (UW \ Q 0000000000000000 000000000000000 0000000000000000 Y P-4 W I X d 000000000000000 — U A 1 X (/) (U W N 0000000000000000 CN W LLI W CJ 000000000000000 J W = 0- 10000000000000000 - 0000000000000000 00000000000000 0 ° 000000 000 a- ae 06 LiaLAJ rnrn ¢ c_.) W � w V \\Z o w pa 3o f cu � >Q m z O A W .Z/I �_j M Z F—N JNN V" ww QFW--IW—QW A W Z W \ a:0 c �M JH F-� ���NN Q W ¢ J F- < w Q a. w W �Zf F- A Lw OW¢ Z) -i , AUQ U0 Q 3 CL <ELO 3 Z F- F- 0 w q X W S3IaVA L� a DRIVEWAY REMOVE SIDEWALK AS NECESSARYi IF THE REMAINING ADJACENT SIDEWALK FLAG IS LESS THAN 4 FEET IN LENGTH, IT SHALL BE REMOVED ALONG VIWHERE A PERMANENT STRUCTURE IS LOCATED TO ACCOMADTE A MDNNIMUM 4 FOOT FLAG ADDITIONAL FLAGS WITHIN A SIDEWALK, PLACE 1/2 INCH DIMENSION. THESE FLAGS SHALL EXPANSION MATERIAL AROUND STRUCTURE BE REPLACED AS 4 INCH CONCRETE X 1/2 INCH EXPANSION JOINTS R.O.W. LINE 111Q 1/ 1 El- 4 INCH 14 6 INCH 6 INCH d/f 6 INCH iQ 5 FOOT SIDEWALK 6 INCH WALK WALK WAS WALK �.. THICK AT APPROACH 3 (RESIDENTIAL) 4 FEET. 4 FEET. 5 FEET. 5 FEET. 11 COMMERCIAL DRIVESe MIN. MIN. MIN. I MIN. 6 FOOT WIDE SIDEWALK 8 INCH THICK APPROACH 1/2 INCH EXPANSION JOINTS WEAKENED PLANE JOINTS I 1/2 INCH EXPANSION JOINT OR AS DIRECTED BY ENGINEER BACK OF CURB �A� 'A` FLOW LINE EXPANSION JOINT NOT NEEDED FOR CONCRETE APPROACH ABUTTING X+6 FEET ASPHALT ROAD 1 INCH 7I —C CURB V 6 6 FLOW LINE NNC IX+6 INCH I NOTES SECTIDN 'A'—'A' CURB DROP SHALL BE A HORIZONATAL SAW CUT AT 1 INCH ABOVE GUTTER LINE. RESIDENTIAL APPROACHt CONSTRUCT DRIVE APPROACH WITH 6 INCH NON-REINFORCED CONCRETE ON SUITABLE BASE OR 2 INCH HOT MIXED ASPHALT (HMA) ON A 6 INCH 21 AA LIMESTONE BASE, OR 6 INCH HMA (MIN. TWO LIFTS) ON SUITABLE BASE. COMMERCIAL APPROACHt CONSTRUCT DRIVE APPROACH WITH 8 INCH NON-REINFORCED CONCRETE ON SUITABLE BASE OR 4 INCH HOT MIXED ASPHALT (HMA) ON A 6' 21 AA LIMESTONE BASE, OR 8 INCH HMA. (MIN. 3 LIFTS) ON SUITABLE BASE. AT ALL CONCRETE DRIVES PLACE A 1 INCH EXPANSION JOINT AT BACK OF CURB AND 1/2 INCH EXPANSION JOINT AT FACE OF SIDEWALK OR RIGHT OF WAY LINE. MAINTAIN NORMAL SIDEWALK GRADE ACROSS DRIVE, NOT TO EXCEED 2.0 PERCENT CROSS SLOPE UP FROM FACE OF SIDEWALK. DRAWN BY: R.G. CITY OF LIVONIA DATE: 8/1/97s PUBLIC WORKS DEPARTMENT REV: 4/3/09 ENGINEERING DIVISION SCALE: NONE SHEET I of I Standard Drive Approach Detai Bid Opening: April 7,2009 Tuesday, 2:00 PM 2009 SIDEWALK PROGRAM CONTRACT NO. 09-G 1. Joe Rotondo Construction $603,677.00 2. Soave Landscaping $630,100.00 3. Zuniga Cement Construction, Inc. $639,983.00 4. Lacara Concrete Co. $703,637.00 5. Gaglio & P-R Cement $755,342.00 6. Hard Rock Concrete $819,777.50 7. 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