Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
City Hall Parking Lot
THE CITY OF DUB E ~,-~.~ MEMORANDUM April 30, 2007 TO: The Honorable Mayor and City Council Members FROM: Michael C. Van Milligen, City Manager SUBJECT: City Hall Parking Lot Reconstruction Project Sealed bids were received for the City Hail Parking Lot Reconstruction Project. City Engineer Gus Psihoyos recommends award of the contract to the low bidder, Portzen Construction, Inc., in the amount of $607,607.00, which is for a base bid of $599,722, plus Alternate 1 (Sidewalk Heating) of $7,835.00.. I concur with the recommendation and respectfully request Mayor and City Council approval. l/ Michael C. Van Milligen MCVM/jh Attachment cc: Barry Lindahl, City Attorney Cindy Steinhauser, Assistant City Manager Gus Psihoyos, City Engineer THE CITY OF DUB E ~,-~-~ MEMORANDUM April 27, 2007 TO: Michael C. Van Milligen, City Mana FROM: Gus Psihoyos, City Engineer ,_ , SUBJECT: City Hall Parking Lot Reconstruction Project CIP 7301843 INTRODUCTION The enclosed resolution authorizes the award of the construction contract for the City Hall Parking Lot Reconstruction Project. DISCUSSION The City Hall Parking Lot Reconstruction Project will provide for the reconstruction of underground utilities, adjacent sidewalks, perimeter lighting, parking lot sub-base and the construction of new concrete pavement. The project will also provide for the installation of new perimeter fencing that complements the historical features of City Hall. All existing overhead electric lines and services will be transferred to underground. The existing generator and electrical cabinets would be screened with an enclosure that matches the proposed perimeter fencing. The project will include utility upgrades and repairs that include: • The reconstruction of 3 deteriorated brick manholes. • The reconstruction of approximately 520 lineal feet of watermain, mainline valves, fire hydrants, and the replacement of 3 lead commercial water services. The cost of the individual lead commercial water service replacements will be assessed to each respective private property owner. • The project also provides for the construction of approximately 135 lineal feet of new storm sewer and 2 catch basins to complement bioswales that are proposed for the medians. • The installation of fiber optics and telecommunications conduit infrastructure are proposed to improve connectivity with City Hall. This will include 485 lineal feet of 4" conduit with inner ducts and the construction of two fiber optic manholes. The installation of 6 electrical service pedestals and 6 water lawn hydrants to provide for the future electrical and water needs for the Farmer's Market and other festivals. The sidewalks are proposed to be replaced with new decorative buff-colored sidewalk that follows the downtown decorative sidewalk standard. The sidewalks would be illuminated at night by historic pedestrian lighting. These pedestrian light poles would be placed around the perimeter of the parking lot. In addition, electrical service pedestals and water hydrants would be placed around the perimeter of the parking lot similar to those installed at Washington Park. This would serve the future power and water needs for festivals and Farmer's Market. The Engineering Department has coordinated with the Leisure Services Department to design landscaping for the parking lot that will allow for the installation of bioswales. The purpose of the bioswales is to intercept the storm water prior to entering the storm sewer system so as to allow for a large percentage of the impurities to be filtered out. Parking lots tend to have a lot of impurities such as oil residue, antifreeze, metals, etc. The bioswales provide the appropriate vegetation to allow for the removal of these impurities prior to entering the storm sewer and ultimately the Mississippi River. Alternate 1 would provide for the installation of heat tubes in the sidewalk along the 13tH side of City Hall. The heat tubes would be installed to provide for the future connection to a heat pump. The system, when connected and operational, would provide snow melt capacity similar to what is currently in place on the east side and west side of City Hall. This alternate only provides for the installation of the heat tubes and does not provide for afully- functioning snow melt system at this time. I recommend that this alternate be selected. Alternate 2 was proposed for this project to allow for the City of Dubuque to receive bids on the option of reusing purington brick pavers for the parking stalls. This alternate would provide for the ability to recycle old pavers formerly used on City streets and use them as part of the paving surface of the parking lot. After further review with staff and discussion with area contractors, I do not recommend acceptance of this alternate for the following reasons: 1. Snow Maintenance and possible damage from plowing 2. Trip and slip hazards due to uneven brick 3. General maintenance of the parking lot (removal of salt, sand and dirt accumulation). The bricks would require more maintenance than a standard concrete pavement surface. 4. The quality of the brick available may be undesirable 5. The installation of brick pavers will substantially lengthen the time for construction of the parking lot. This will affect the amount of time leased parking will need to be utilized for City Hall staff and customers. 6. This alternate would require an additional $40,300 in additional expense for the project. BID RESULTS Sealed bids were received on the project on April 26, 2007. Portzen Construction, Inc. of Dubuque, Iowa, submitted the low base bid in the amount of $599,722.00. This amount is 4.98% under the engineer's estimate of probable cost. A summary of the bid proposals (base bids plus alternates) received is as follows: Contractor Name Base Bid Alternate 1 Alternate 2 Total Bid Portzen Construction, Inc. $599,772.00 $7,835.00 $40,303.00 $647,910.00 Tschiggfrie Excavating, Inc. $699,559.05 $9,912.50 $34,088.00 $743,559.55 Horsfield Construction, Inc. $834,767.75 $13,500.00 $54,769.50 $903,037.25 RECOMMENDATION I recommend that the contract be awarded to Portzen Construction, Inc. in the amount of $607,607.00--base bid of $599,722.00, plus Alternate 1 (Sidewalk Heating) of $7,835.00. PROJECT COST -BUDGET IMPACT The estimate of probable costs for the Historic City Hall Parking Lot Reconstruction Project is summarized as follows: Estimate Award Base Bid + Alternate 1 Construction Contract (Base Bid + Alternate 1) $631,207.55 $607,607.00 Contingency (10%) 63,120.76 63,120.76 Construction Engineering & Inspection (15°l0) 104,149.25 104,149.25 Alliant Utility Relocate 40,000.00 40,000.00 Total Project Cost $833,477.56 $814,877.01 The estimated project category costs are as follows: Cost/Summary Description Award City Hall Parking Lot Improvements $510,204.43 Special Assessment -Water Services, Commercial Properties 6,003.88 Alliant Utility Relocation 40,000.00 City Hall Decorative Sidewalk (13th Street) 7,835.00 Lighting Improvements 101,244.28 Watermain Improvements 61,377.80 Sanitary Sewer Improvements 10,044.10 Storm Sewer Improvements 44,559.63 Fiber Optic Conduit 33,607.89 Total Project Cost $ 814,877.01 The project funding summary is as follows: CIP No. Fund Description Fund Amount 7301843 Renovation of City Hall Parking Lot $570,000.00 Special Assessment -Funding Total 6,003.88 3501425 City Owned Sidewalks 9,911.28 1021608 Downtown Street Light Replacement 52,624.00 1001549 Street Light Replacement 26,748.43 7401405 Watermain Replacement Program 61,377.80 7101335 Sanitary Sewer Manhole Replacement Program 10,044.10 7201363 Gunite Rock Storm Sewer 44,559.63 1021609 Fiber Optic Conduit -Private Subdivision and Misc. Projects 33,607.89 Total Project Funding $814,877.01 The City Hali Parking Lot Reconstruction Project will be funded through the annual capital improvement project appropriation of City funds as noted above in the amount of $808,873.13. The project, as outlined, will require Special Assessments in the amount of $6,003.88. ACTION TO BE TAKEN I recommend that the City Council adopt the attached resolution awarding the City Hall Parking Lot Reconstruction Project to Portzen Construction in the amount of $607,607.00 (base bid plus Alternate 1 -Sidewalk Heating). Prepared by: Jon Dienst, Civil Engineer cc: Jenny Larson, Budget Director Don Vogt, Public Works Director Bob Green, Water Plant Manager Tim Horsfield, Parking Division Manager Gil Spence, Leisure Services Manager Deron Muehring, Civil Engineer David Ness, PE RESOLUTION NO. 247-07 AWARDING PUBLIC IMPROVEMENT CONTRACT FOR THE CITY HALL PARKING LOT RECONSTRUCTION PROJECT Whereas, sealed proposals have been submitted by contractors for the City Hall Parking Lot Reconstruction Project (the- Project) pursuant to Resolution No. jG~d'?and Notice to Bidders published in a newspaper published in the City of Dubuque, Iowa on the 23`d day of March, 2007. Whereas, said sealed proposals were opened and read on the 26~' day of April, 2007 and it has been determined that Portzen Construction of Dubuque, Iowa, with a bid in the amount of $607,607.00, is the lowest responsive, responsible bidder for the Project. NOW THEREFORE, BE IT RESOLVED. BY THE CITY COUNCIL OF THE CITY OF DUBUQUE, IOWA: That a Public Improvement Contract for the Project is hereby awarded to Portzen Construction, Inc. and the City Manager is hereby directed to execute a Public Improvement Contract on behalf of the City of Dubuque for the Project. Passed, approved. and adopted this 7th day of May , 2007. Roy D. Buol, Mayor Attest: Jeanne F. Schneider, CMC, City Clerk CITY OF DUBUQUE -ENGINEERING DIVISION -BID TABULATION SHEET BID TABULATION FOR: Cily Hall Parking Lot Reconstruction Project BID DATE: April 26, 2007 REVISED PER ADDENDUM 3 UNIT I E E BID ITEM DESCRIPTION QUANTITY UN T COST COST 1 Excavation, UnGassified CY 2024.00 $ 7.50 $ 15,180.00 2 Existing Curb 8 Gutter, Remove LF 1185.00 $ 2.10 $ 2,488.50 3 Existing Dowelled on Median, Remove SF 220.00 $ 4.00 $ 880.00 4 Existing Parking Posts, Remove Each 29.00 $ 80.00 $ 2,320.00 5 Existing Parking Posts, Remove & Replace Each 10.00 $ 80.00 $ 800.00 6 Sign Posts Removal & Installation Each 7.00 $ 80.00 $ 560.00 7 Existing Sign, Remove and Salvage Each 1.00 $ 80.00 $ 80.00 8 Exsting Sidewalk, Remove SF 548.00 $ 2.50 $ 1,370.00 9 Existing Foundation Walls, Remove LF 57.00 $ 12.00 $ 684.00 10 Existing Street Light 8 Foundation, Remove & Dispose Each 1.00 $ 500.00 $ 500.00 11 Existing Intersection Light, Remove & Salvage Each 2.00 $ 500.00 $ 1,000.00 12 Existing Intake, Remove LS 1.00 $ 300.00 $ 300.00 ,. ,, , 13 Granular Sub-Base Ton 800.00 $ 12.50 $ 10,000.00 14 Graded Stone Base Ton 100.00 $ 12.50 $ 1,250.00 15 3" Crushed Stone Base Ton 1790.00 $ 11.50 $ 20,585.00 ', 15 HMA Patching (Headers), y2" (PG 64-22) Ton 50.00 $ 110.00 $ 5,500.00 17 HMA Pavement 300k Surface Course, 112" (PG 64-22) Machine Laid Ton 105.00 $ 57.00 $ 5,985.00 18 PC Concrete Pavement, (7") w/Integral Curb Class "C" SY 1500.00 $ 28.50 $ 51,300.00 19 PC Concrete Pavement, (8") w/Int. Curb, Class "C", w/CD Baskets SY 1000.00 $ 28.50 $ 28,500.00 20 PC Concrete Sidewalk, Reinforced 4" Integral Buff- Broom Finish SF 6000.00 $ 7.50 $ 45,000.00 21 PC Concrete Sidewalk, Reinforced 6" Integral BufF-Broom Finish SF 500.00 $ 9.00 $ 4,500.00 22 PC Concrete Sidewalk, 4" Standard Gray -Broom Finish SF 500.00 $ 3.50 $ 1,750.00 23 PC Concrete Access Ramp, Detectable Each 7.00 $ 175.00 $ 1,225.00 24 PC Concrete Curb & Gutter, 2.5', Construct LF 315.00 $ 12.00 $ 3,780.00 25 PC Concrete Driveway, Reinforced Quany Red, 8', Construct SY 110.00 $ 20.00 $ 2,200.00 26 PC Concrete Driveway, Standard, S°, COn3trUCt SY 65.00 $ 32.00 $ 2,080.00 27 PCC Sawcut LF 124.00 $ 3.50 $ 434.00 28 HMA Sawcut LF 443.00 $ 2.50 $ 1,107.50 29 6" Mega Lug MJ Each 2 $ 60.00 $ 120.00 30 8" Mega Lug MJ Each 4 $ 80.00 $ 320.00 31 8" Bend MJ x MJ Each 2 $ 250.00 $ 500.00 32 20" Bend 90 Deg. Bend MJ x MJ Each 1 $ 250.00 $ 250.00 33 6" Valve MJ w/Box Each 3 $ 850.00 $ 2,550.00 34 8" Valve MJ wBox Each 4 $ 950.00 $ 3,800.00 35 8" x 8" x 6" Anchoring Tee MJ Each 1 $ 450.00 $ 450.00 36 S" x 8" x 8" Anchoring Tee MJ Each 1 $ 500.00 $ 500.00 37 20" x 20" x 6" Anchoring Tee MJ Each 1 $ 2,050.00 $ 2,050.00 38 20" x 20" x 8" Anchoring Tee MJ Each 2 $ 2,000.00 $ 4,000.00 39 20" 411 Sleeve Each 2 $ 2,400.00 $ 4,800.00 40 Hydrant MJ Each 2 $ 2,000.00 $ 4,000.00 41 2" Blow Off Hydrant (EGipse Model No. 85) Each 1 $ 1,500.00 $ 1,500.00 42 8" x 4" Reducer Each 2 $ 250.00 $ 500.00 43 20" DIP Restraining LS 1 $ 3,000.00 $ 3,000.00 BIDDER: Portzen Construction, Inc. UNIT COST TOTAL COST $ 6.50 $ 13,156.00 $ 2.50 $ 2,962.50 $ 2.00 $ 440.00 $ 5.00 $ 145.00 $ 75.00 $ 750.00 $ 125.00 $ 875.00 $ 100.00 $ 100.00 $ z.oo $ t,o9s.oo $ 20.00 $ 1,140.00 $ 600.00 $ 600.00 $ 600.00 $ 1,200.00 $ 350.00 $ 350.00 s 1a.oo $ 11,200.00 $ 20.00 $ 2,000.00 $ 9.00 $ 16,110.00 $ 89.00 $ ;~ 4,450.00 $ as.oo $ s,3a5.oo $ 29.50 $ 53,100.00 $ 34.50 $ 34,500.00 $ 5.85 $ 35,100.00 $ 6.35 $ 3,175.00 $ 3.60 $ 1,800.00 $ 200.00 $ 1,400.00 $ 18.00 $ 5,670.00 $ 95.00 $ 10,450.00 $ 42.00 $ 2,730.00 $ 8.00 $ 992.00 $ 3.00 $ 1,329.00 $ 60.00 $ 1zo.oo $ 80.00 $ 320.00 $ 275.00 $ 550.00 $ 1,700.00 $ 1,700.00 $ 600.00 $ 1,800.00 $ 800.00 $ 3,200.00 $ 330.00 $ 330.00 $ 400.00 $ 400.00 $ 1,800.00 $ 1,800.00 $ 1,400.00 $ 2,800.00 $ 1,550.00 $ 3,100.00 $ 1,800.00 $ 3,600.00 $ 1,250.00 $ 1,250.00 $ 225.00 $ 450.00 $ 2,200.00 $ 2,200.00 BIDDER: Tschiggfrie Excavating Co. UNIT COST TOTAL COST $ 6.80 $ 13,763.20 $ 2.45 $ 2,903.25 $ 1.00 $ 220.00 $ 12.40 $ 359.60 $ 72.00 $ 720.00 $ 137.15 $ 960.05 $ 176.25 $ 176.25 $ 1.40 $ 767.20 $ 71.75 $ 4,089.75 $ 666.75 $ 666.75 $ 372.75 $ 745.50 $ ato.oo $ alo.oo $ 13.40 $ 10,720.00 $ 14.65 $ 1,465.00 $ 12.20 $ 21,838.00 87.95 $ 4,397.50 87.95 $ 9,234.75 32.25 $ 58,050.00 43.05 $ 43,050.00 6.30 $ 37,800.00 6.85 $ 3,425.00 4.65 $ 2,325.00 97.45 $ 682.15 18.00 $ 5,670.00 138.00 $ 15,180.00 54.05 $ 3,513.25 3.30 $ 409.20 2.30 $ 1,018.90 $ 45.50 $ 91.00 $ 56.50 $ 226.00 $ 255.00 $ 510.00 $ 2,006.00 $ 2,006.00 $ 731.00 $ 2,193.00 $ 847.00 $ 3,388.00 $ 386.00 $ 386.00 $ 436.00 $ 436.00 $ 2,019.00 $ 2,019.00 $ 2,270.00 $ 4,540.00 $ 1,854.00 $ 3,708.00 $ z,za2.oo $ a,a8a.oo $ 956.00 $ 956.00 $ 260.00 $ 520.00 $ 1,853.25 $ 1,853.25 Bid Tabulation Sheet 1 of 8 CITY OF DUBUQUE -ENGINEERING DIVISION -BID TABULATION SHEET BID TABULATION FOR: City Hall Parking Lot Reconstruction Project BID DATE: April 26, 2007 REVISED PER ADDENDUM 3 BID ITEM DESCRIPTION UNIT QUANTITY UN TI COST ESCOSTTE 44 6" DIP, Class 52 w/Polywrap LF 30 $ 40.00 $ 1,200.00 45 8" DIP, Class 52 w/Polywrep LF 450 $ 45.00 $ 20,250.00 46 20" DIP, Class 52 w/Polywrap LF 40 $ 85.00 $ 3,400.00 47 Tracer Wire Access Box Each 2 $ 48 Copper Tracer Wire LF 500 $ 0.25 $ 125.00 49 Existing Well Head, Cap and Abandon LS 1 $ 1,000.00 $ 1,000.00 50 Water Service, 314" Ball Valve Each 6 $ 64.00 $ 384.00 51 Water Service, Woodford Y95 Yard Hydrant Each 6 $ 462.00 $ 2,772.00 52 Water Service, 3/4" Copper Service Line, TYPE K LF 675 $ 32.00 $ 21,600.00 53 Water Service, 1" Copper Service Line, Type K LF 60 $ 45.00 $ 2,700.00 54 Water Service Lines Stop Box, Curb Stop, Tap Installation 1" Each 3 $ 682.05 $ 2,046.15 55 Water Service, Conbraw 40 - 200 t 1/2" RPZ Back Flow Preventer Each 1 $ 530.00 $ 530.00 56 Water Service, 1 1/2"X3/4" Manffold 1 - 1 1/2" Inlet, 6 - 3/4" Outlet Each 1 $ 530.00 $ 530.00 57 Water Service, SR - EC 1 112" Water Meter Each 1 $ 425.00 $ 425.00 58 Water Service, 1 1/2" Ball Valve Each 1 $ 53.00 $ 53.00 59 Water Service, 1 112" Union Each 2 $ 42.00 $ 84.00 60 Water Service, 1 1/2" Tap Installation Each 1 $ 478.00 $ 478.00 61 Water Service, 1 1/2" Copper Service Line TYPE K LF 44 $ 48.00 $ 2,112.00 ~!~ . a' 62 Storm Sewer, 15" Schedule 40 PVC LF 135 $ 45.00 $ 6,075.00 63 Stonn Sewer, Intake with R-2563 Beehive, Complete LS 2 $ 1,500.00 $ 3,000.00 64 Intake 101-B Each 1 $ 1,800.00 $ 1,800.00 65 6" Subdrain, Perforeted Plastic Drain Tile LF 230 $ 20.00 $ 4,600.00 66 Roof Drain -Remove LF 80 $ 20.00 $ 1,600.00 67 Trench Grate LF 80 $ 80.00 $ 6,400.00 68 Stonn Water Curb Opening Neenah R-3262-3 Each 4 $ 125.00 $ 500.00 69 Storm Sewer, 12" Schedule 40 PVC LF 300 $ 24.00 $ 7,200.00 70 Storm Sewer, 8" Schedule 40 PVC LF 260 $ 19.00 $ 4,940.00 71 8" - 90 degree sweep elbow Each 7 $ 200.00 $ 1,400.00 72 12" - 90 degree sweep elbow Each 2 $ 225.00 $ 450.00 73 8" Wyes Each 7 $ 125.00 $ 875.00 74 12" - 45 degree bends Each 3 $ 125.00 $ 375.00 75 1 2 " C l eanouts Each 2 $ 350.00 $ 700.00 . ~ ;~ ~r l `"?'?:~" 76 48" Diameter Manhole Base Each 3 $ 630.00 $ 1,890.00 77 48" Diameter Manhole Sidewall VF 29 $ 110.00 $ 3,190.00 78 Manhole Frame 8 Cover Each 3 $ 310.00 $ 930.00 I 79 Conduit, 4" HDPE w/Trace Wire, Bored twnh 41' HDFE inside) LF 520 $ 32.50 $ 16,900.00 80 Conduit, 4" PVC Sch 40 w! Trace Wire (with 4-1" HDPE inside) LF 315 $ 16.00 $ 5,040.00 81 Fiber Optics Junction Vault, Pre-cast Concrete Each 2 $ 2,600.00 $ 5,200.00 ~. ._. ~, 82 Historic Intersection Sheet Light, Install Each 2 $ 2,000.00 $ 4,000.00 83 Historic Street Light Installation, w/Precest Concrete Foundation Each 9.00 $ 2,099.90 $ 18,899.10 84 Elecbical Service, Main Controller#1, Install Each 1.00 $ 14,000.00 $ 14,000.00 85 Electrical Service, CT Cabinet w/Meter Socket, Install Each 1.00 $ 1,900.00 $ 1,900.00 86 Pull Box, Colored, 11"X18" Each 8.00 $ 400.00 $ 3,200.00 BIDDER: Portzen Construction, Inc. UNIT COST TOTAL COST $ 30.00 $ 900.00 $ 38.00 $ 17,100.00 $ 135.00 $ 5,400.00 $ 50.00 $ 100.00 $ o.ao $ aoo.oo $ 1,000.00 $ 1,000.00 $ 75.00 $ 450.00 $ 750.00 $ 4,500.00 $ 12.00 $ s,loo.oo $ 35.00 $ 2,100.00 $ 900.00 $ 2,700.00 $ 650.00 $ 650.00 $ 1,200.00 $ 1,200.00 $ 750.00 $ 750.00 $ 100.00 $ 100.00 $ 100.00 $ 200.00 $ 300.00 $ 300.00 $ 50.00 $ 2,200.00 $ 32.00 $ 4,320.00 $ 1,200.00 $ 2,400.00 $ 1.600.00 $ 1,600.00 $ 9.50 $ 2,185.00 $ 12.00 $ 960.00 $ 80.00 $ 8,400.00 $ 180.00 $ 720.00 $ 24.00 $ 7,200.00 $ 19.00 $ 4,940.00 $ 200.00 $ 1,400.00 $ 225.00 $ 450.00 $ 225.00 $ 1,575.00 $ 125.00 $ 375.00 $ 350.00 $ 700.00 $ 800.00 $ 2,400.00 $ 160.00 $ 4,640.00 $ 300.00 $ 900.00 $ 30.00 $ 15,600.00 $ 14.50 $ 4,567.50 $ 3,200.00 $ 6,400.00 $ 875.00 $ 1,750.00 $ 1,250.00 $ 11,250.00 $ 1,200.00 $ 1,200.00 $ 1,500.00 $ 1,500.00 $ 400.00 $ 3,200.00 BIDDER: Tschiggfrfe Excavating Co. UNIT COST TOTAL COST $ 48.80 $ 1,464.00 $ 51.35 $ 23,107.50 $ 198.80 $ 7,952.00 $ 67.75 $ 135.50 $ 1.15 $ 575.00 $ 3,675.00 $ 3,675.00 $ 255.50 $ 1,533.00 $ 746.50 $ 4,479.00 $ 26.00 $ 17,550.00 $ 34.55 $ 2,073.00 $ 990.75 $ 2,972.25 $ 945.00 $ 945.00 $ 945.00 $ 945.00 $ 945.00 $ 945.00 $ 315.00 $ 315.00 $ 157.50 $ 315.00 $ 1,647.00 $ 1,647.00 $ 35.45 $ 1,559.80 $ 45.80 $ 6,183.00 $ 1,905.45 $ 3,810.90 $ 2,145.45 $ 2,145.45 $ 10.05 $ 2,311.50 $ 22.15 $ 1,772.00 $ 97.40 $ 7,792.00 $ 134.00 $ 536.00 $ 36.65 $ 10,995.00 $ 30.75 $ 7,995.00 $ 159.00 $ 1,113.00 $ 228.00 $ 452.00 $ 99.00 $ 693.00 $ 131.00 $ 393.00 $ 439.00 $ 878.00 $ 306.55 $ 919.65 $ 109.45 $ 3,174.05 $ 391.10 $ 1,173.30 $ 31.50 $ 16,380.00 $ 17.20 $ 5,418.00 $ 3,616.50 $ 7,233.00 $ 1,455.30 $ 2,910.60 $ 1,477.50 $ 13,297.50 $ 1,785.00 $ 1,785.00 $ 1,785.00 $ 1,785.00 $ 426.30 $ 3,410.40 Bid Tabulation Sheet 2 of 8 CITY OF DUBUQUE -ENGINEERING DIVISION -BID TABULATION SHEET BID TABULATION FOR: City Hall Parking Lot Reconstruction Project BID DATE: April 26, 2007 REVISED PER ADDENDUM 3 BID ITEM DESCRIPTION UNIT QUANTITY UNITI COST ESCIOMATE 87 Pull Box, Standard, 11"X18" 88 Eledricel Cable #1/0 THHN 89 Elecrical Cable #6 THHN 90 Electrical Cable #8 THHN 91 Elecbicel Cable #10 THHN 92 # 10 Bare 93 2" PVC Conduit, Schedule 40 -Trenched 94 4" PVC Conduit. Schedule 40 -Trenched Each 1.00 LF 2250.00 LF 2800.00 LF 1700.00 LF 3000.00 LF 1200.00 LF 1800.00 LF 360.00 $ 400.00 $ 400.00 $ 2.10 $ 4,725.00 $ 0.72 $ 2,016.00 $ 0.53 $ 901.00 $ 0.46 $ 1,380.00 $ 0.46 $ 552.00 $ 7.00 $ 1z,soo.oo $ 9.00 $ 3,240.00 Electrical Service, Power Service Pedestal, w/Precast Concrete 95 Foundation, Install Each 6.00 $ 2,691.00 $ 16,146.00 96 Private Electrical Service Connection LS 1.00 $ 10,000.00 $ 10,000.00 97a Backfill, Planting Soil, 4" Thidt SY 288.00 $ 3.05 $ 878.40 97b Badfill, Planting Soil, 30" Thick SY 80.00 $ 3.05 $ 244.00 98 Trees - Pedmeter LS 1.00 $ 2,502.00 $ 2,502.00 99 Shrubs -Perimeter LS 1.00 $ 7,212.00 $ 7,212.00 100 Perennials -Perimeter LS 1.00 $ 625.00 $ 825.00 101 Bioswale Soil Mix CY 25 $ 30.00 $ 750.00 102 Trees -Bioswale LS 1 $ 2,514.00 $ 2,514.00 103 Shrubs -Bioswale LS 1 $ 8,205.00 $ 8,205.00 104 Perennials -Bioswale LS 1 $ 675.00 $ 675.00 105 Grasses -Bioswale LS 1 $ 300.00 $ 300.00 105a Watering LS 1 $ 1,150.00 $ 1,150.00 106 Standard Ornamental Hoop Railing, Remove LF 20.00 $ 91.00 $ 1,820.00 107 Decorative Metal Fence, Complete LF 230.00 $ ~ 185.00 $ 42,550.00 108 Decorative Stone and Brick Fence, Complete LF 26.00 $ 737.15 $ 19,165.90 109 Decorative Stone and Brick Columns, Complete Each 13.00 $ 1,750.00 $ 22,750.00 110 Generator/Power Endosure, Foundation and Columns LS 1.00 $ 35,000.00 $ 35,000.00 111 Existing Power Pedestal, Relocate LS , 1 $ 500.00 $ 500.00 112 Bike Loops Each 5 $ 250.00 $ 1,250.00 113 PC Concrete Window Well Cap SF 100 $ 15.00 $ 1,500.00 114 Seal Basement Wall at Okey Dokey CY 2 $ 800.00 $ 1,600.00 115 Plowable Mortar CY 4 $ 150.00 $ 600.00 116 Epoxy Coated Deformed #5 Bars -Dowels Each 54 $ 10.00 $ 540.00 117 Pavement Markings -Linear LF 880.00 $ 0.30 $ 264.00 118 Traffic Control and Safety Control LS 1.00 $ 2,000.00 $ 2,000.00 119 Mobilization LS 1.00 $ 10,000.00 $ 10,000.00 Base Bid Sub-Total S 631,207.55 BIDDER: Portzen Construction, Inc. UNIT COST TOTAL COST $ 800.00 $ 800.00 $ 3.50 $ 7,875.00 $ 1.20 $ 3,360.00 $ 1.00 $ 1,700.00 $ 0.75 $ 2,250.00 $ 0.80 $ 960.00 $ 6.25 $ 11,250.00 $ 9.00 $ 3,240.00 $ 1,700.00 $ 10,200.00 $ 19,500.00 $ 19,500.00 $ 3.00 $ 864.00 $ 2z.oo $ 1,7so.oo $ 2,000.00 $ 2,000.00 $ 4,800.00 $ 4,800.00 $ 450.00 $ 450.00 $ 27.00 $ 675.00 $ 1.300.00 $ 1,300.00 $ 4,200.00 $ 4,200.00 $ 350.00 $ 350.00 $ 250.00 $ 250.00 $ 1,150.00 $ 1,150.00 $ 20.00 $ 400.00 $ 225.00 $ 51,750.00 $ 300.00 $ 7,800.00 $ 2,500.00 $ 32,500.00 $ 32,000.00 $ 32,000.00 $ 650.00 $ 850.00 $ 250.00 $ 1,250.00 $ 15.00 $ 1,500.00 $ 800.00 $ 1,600.00 $ 150.00 $ 600.00 $ 10.00 $ 540.00 $ 1.00 $ 880.00 $ 4,800.00 $ 4,800.00 $ 8,000.00 $ 8,000.00 ease eid sub-Total $ 599,772.00 Under/Over Engineefs Estimate -4.98°r6 Bid Tabulation Sheet 3 of 8 BIDDER: Tschiggfrie Excavating Co. UNIT COST TOTAL COST $ 817.95 $ 617.95 $ 3.45 $ 7,762.50 $ 1.15 $ 3,220.00 $ 0.95 $ 1,615.00 $ 0.70 $ 2,100.00 $ 0.75 $ 900.00 $ 8.70 $ 15,660.00 $ 11.25 $ 4,050.00 $ 1,585.50 $ 9,513.00 $ 20,013.00 $ 20,013.00 $ 2.95 $ 849.60 $ 22.os $ 1,7sa.oo $ 2,019.15 $ 2,019.15 $ 4,688.25 $ 4,688.25 $ 426.30 $ 426.30 $ 26.25 $ 656.25 $ 1,302.00 $ 1,302.00 $ 4,306.85 $ 4,306.85 $ 337.55 $ 337.55 $ 250.75 $ 250.75 $ 1,134.00 $ 1,134.00 $ 10.00 $ 200.00 $ 147.00 $ 33,810.00 $ 725.75 $ 18,869.50 $ 3,690.00 $ 47,970.00 $ 28,296.50 $ 28,296.50 $ 656.25 $ 656.25 $ 131.25 $ 656.25 $ 12.00 $ 1,200.00 $ 225.00 $ 450.00 $ 125.00 $ 500.00 $ 5.00 $ 270.00 $ 1.05 $ 924.00 $ 7,499.00 $ 7,499.00 $ 26,250.45 $ 26,250.45 ease eid sue-coral $ 699,559.05 10.83% CITY OF DUBUQUE -ENGINEERING DIVISION -BID TABULATION SHEET BID TABULATION FOR: City Hall Parking Lot ReconsUuction Project BID DATE: April 26, 2007 REVISED PER ADDENDUM 3 BID ITEM DESCRIPTION UNIT ESTIMATE ESTIMATE ESTIMATE QUANTITY UNIT COST COST PROJECT B~ ALTERNATE 1 -SIDEWALK NEATMK3 ELEMENT8 120 PCC Sidewalk, Reinforced Integral Buff, 4°, ConsWct -DEDUCT SF 1750 -7.5 $ (13,125.00) 121 PC Concrete Sidewalk, Integral Buff, 6", Construct SF 1750 8 $ 14,000.00 122 Sidewalk Heating Tubing LS 1 8750 $ 8,750.00 BIDDER: Partzen Construction, Inc. UNIT COST TOTAL COST $ (5.85) $ (10,237.50) $ 6.35 $ 11,112.50 $ 6,960.00 $ 6,980.00 Under/Over Enginee l's Estimate -20.46% Alternate 1 Bid Sub-Total S 9,625.00 An t Bid sue-Total S 7,835.00 PROJECT BID ALTERNATE 2 -BRICK PAVER PARKING 8TALL8 123 Brick Pavers, Salvaged Paver Installation, Complete SF 10650 10 $ 108,500.00 $ 5.00 $ 53,250.00 124 Type "C" Curb & Gutter LF 803 12 $ 9,636.00 $ 26.00 $ 20,878.00 125 PC Concrete Pavement, (7°), Class "C° -DEDUCT SY 1070 -28.5 $ (30,495.00) $ (34.50) $ (36,915.00) 126 Graded Stone Base -DEDUCT Ton 261 -12.5 $ (3,262.50) $ (14.00) $ (3,654.00) 127 3" Crushed Stone Base -DEDUCT Ton 784 -11.5 $ (9,016.00) $ (9.00) $ (7,056.00) 128 3/8" Chips Ton 300 15 $ 4,500.00 $ 18.00 $ 5,400.00 129 1"Clean Stone Ton 600 15 $ 9,000.00 $ 14.00 $ 8,400.00 Alternate 2 Bid Sub-Total S 86,862.50 AIt 2 Bid Sub-Total $ 40,303.00 Under/Over Enginee r's Estimate -53.60% Total Construction Estimate: $ 727 695.05 $ 647 910.00 BIDDER: Tschiggfrie Excavating Ca. UNIT COST TOTAL COST $ (6.25) $ (10,937.50) $ 7.00 $ 12,250.00 $ 8,600.00 $ 8,600.00 -1.71 °h An 1 Bid Sub-Total $ 9,912.50 $ 4.20 $ 44,730.00 $ 25.00 $ 20,075.00 $ (30.00) $ (32,100.00) $ (14.00) $ (3,654.00) $ (12.00) $ (9,408.00) $ 18.15 $ 5,445.00 $ 15.00 $ 9,000.00 An z aid sub-Toni $ 34,088.00 -60.76% E 743 558.55 Bid Tabulation Sheet 4 of 8 CITY OF DUBUQUE -ENGINEERING DIVISION -BID TABULATION SHEET BID TABULATION FOR: City Hall Parking Lot Reconstruction Project BID DATE: April 26, 2007 BIDDER: Horsffeld Construction, Inc. REVISED PER ADDENDUM 3 UNIT I ES E BID ITEM DESCRIPTION QUANTITY UN T COST COST UNIT COST TOTAL COST ~- - , 1 Excavation, UnGassified CY 2024.00 $ 7.50 $ 15,180.00 $ 15.00 $ 30,360.00 2 Existing Curb & Gutter, Remove LF 1185.00 $ 2.10 $ 2,488.50 $ 2.25 $ 2,666.25 3 Existng Dowelled on Median, Remove SF 220.00 $ 4.00 $ 880.00 $ 5.00 $ 1,100.00 4 Existing Parking Posts, Remove Each 29.00 $ 80.00 $ 2,320.00 $ 50.00 $ 1,450.00 5 Existing Parking Posts, Remove & Replace Each 10.00 $ 80.00 $ 800.00 $ 200.00 $ 2,000.00 6 .Sign Posts Removal 8 Installation Each 7.00 $ 80.00 $ 560.00 $ 75.00 $ 525.00 7 6ds5ng Sign, Remove and Salvage Each 1.00 $ 80.00 $ 80.00 $ 75.00 $ 75.00 8 Existing Sidewalk, Remove SF 548.00 $ 2.50 $ 1,370.00 $ 3.00 $ 1,644.00 9 Existing Foundation Walls, Remove LF 57.00 $ 12.00 $ 684.00 $ 15.00 $ 855.00 10 Existng Street Light & Foundation, Remove 8 Dispose Each 1.00 $ 500.00 $ 500.00 $ 1,350.00 $ 1,350.00 11 Existing Intersection Light, Remove & Salvage Each 2.00 $ 500.00 $ 1,000.00 $ 500.00 $ 1,000.00 12 Existing Intake, Remove LS 1.00 $ 300.00 $ 300.00 $ 300.00 $ 300.00 ~';.- 13 GrenularSub-Base Ton 800.00 $ 12.50 $ 10,000.00 $ (5.50 $ 12,400.00 14 Graded Stone Base Ton 100.00 $ 12.50 $ 1,250.00 $ 18.00 $ 1,800.00 15 3" Crushed Stone Base Ton 1790.00 $ 11.50 $ 20,585.00 $ 15.00 $ 26,850.00 16 HMA Patching (Headers), 1/2" (PG 64-22) Ton 50.00 $ 110.00 $ 5,500.00 90.00 $ 4,500.00 17 HMA Pavement 300k Surtace Course, 1/2" (PG 64-22) Machine Laid Ton 105.00 $ 57.00 $ 5,985.00 93.00 $ 9,765.00 18 PC Concrete Pavement, (7") w/Integral Curb, Class "C" SY 1800.00 $ 28.50 $ 51,300.00 37.00 $ 66,600.00 19 PC Concrete Pavement, (8") w/Int. Curb, Class "C", w/CD Baskets SY 1000.00 $ 28.50 $ 28,500.00 45.00 $ 45,000.00 20 PC Concrete Sidewalk, Reinforced 4" Integral Buff -Broom Finish SF 6000.00 $ 7.50 $ 45,000.00 6.00 $ 36,000.00 21 PC Concrete Sidewalk, Reinforced 6" Integral Buff -Broom Finish SF 500.00 $ 9.00 $ 4,500.00 8.00 $ 4,000.00 22 PC Concrete Sidewalk, 4" Standard Gray -Broom Finish SF 500.00 $ 3.50 $ 1,750.00 5.00 $ 2,500.00 23 PC Concrete Access Ramp, Detectable Each 7.00 $ 175.00 $ 1,225.00 200.00 $ 1,400.00 24 PC Concrete Curb 8 Gutter, 2.5', Construct LF 315.00 $ 12.00 $ 3,780.00 22.00 $ 6,930.00 25 PC Concrete Driveway, Reinforced Quany Red, 8", Construct SY 110.00 $ 20.00 $ 2,200.00 80.00 $ 8,800.00 26 PC Concrete Driveway, Standard, 8°, COnSWct SY 65.00 $ 32.00 $ 2,080.00 55.00 $ 3,575.00 27 PCC Sawcut LF 124.00 $ 3.50 $ 434.00 5.00 $ 820.00 28 HMA Sawcut LF 443.00 $ 2.50 $ 1,107.50 3.00 $ 1,329.00 29 6" Mega Lug MJ Each 2 $ 60.00 $ 120.00 $ 40.00 $ 80.(10 30 8" Mega Lug MJ Each 4 $ 80.00 $ 320.00 $ 50.00 $ 200.00 31 8" Bend MJ x MJ Each 2 $ 250.00 $ 500.00 $ 220.00 $ 440.00 32 20" Bend 90 Deg. Bend MJ x MJ Each 1 $ 250.00 $ 250.00 $ 1,620.00 $ 1,620.00 33 6" Valve MJ w/Box Each 3 $ 850.00 $ 2,550.00 $ 900.00 $ 2,700.00 34 8" Valve MJ w/Box Each 4 $ 950.00 $ 3,800.00 $ 960.00 $ 3,840.00 35 g" x 8" x 6" Anchoring Tee MJ Each 1 $ 450.00 $ 450.00 $ 651.00 $ 651.00 36 g" x 8" x 8" Anchoring Tee MJ Each 1 $ 500.00 $ 500.00 $ 701.00 $ 701.00 37 20" x 20" x 6" Anchoring Tee MJ Each 1 $ 2,050.00 $ 2,050.00 $ 2,000.00 $ 2,000.00 38 20" x 20" x 8" Anchoring Tee MJ Each 2 $ 2,000.00 $ 4,000.00 $ 2,000.00 $ 4,000.00 39 20" 411 Sleeve Each 2 $ 2,400.00 $ 4,800.00 $ 1,100.00 $ 2,200.00 40 Hydrant MJ Each 2 $ 2,000.00 $ 4,000.00 $ 2,600.00 $ 5,200.00 41 2" Blow Off Hydrant (Eclipse Model No. 85) Each 1 $ 1,500.00 $ 1,500.00 $ 1,500.00 $ 1,500.00 42 8" x 4" Reducer Each 2 $ 250.00 $ 500.00 $ 350.00 $ 700.00 43 20" DIP Restraining LS 1 $ 3,000.00 $ 3,000.00 $ 4,000.00 $ 4,000.00 Bid Tabulation Sheet 5 of 8 CITY OF DUBUQUE -ENGINEERING DIVISION -BID TABULATION SHEET BID TABULATION FOR: City Hall Parking Lot Reconstruction Project BID DATE: April 26, 2007 BIDDER: Horsfield Construction, Inc. REVISED PER ADDENDUM 3 BID ITEM DESCRIPTION UNIT QUANTITY UN TI COST E COST E UNIT COST TOTAL COST 44 8" DIP, Class 52 wlPolywrep LF 30 $ 40.00 $ 1,200.00 $ 71.00 $ 2,130.00 45 8" DIP, Class 52 w/Polywrep LF 450 $ 45.00 $ 20,250.00 $ 72.00 $ 32,400.00 46 20" DIP, Class 52 w/Polywrep LF 40 $ 85.00 $ 3,400.00 $ 150.00 $ 6,000.00 47 Trecer Wire Access Box Each 2 $ $ 125.00 $ 250.00 48 Copper Tracer Wire LF 500 $ 0.25 $ 125.00 $ 0.20 $ 100.00 49 Existing Well Head, Cap and Abandon LS 1 $ 1,000.00 $ 1,000.00 $ 2,500.00 $ 2,500.00 50 Water Service, 3/4" Ball Valve Each 6 $ 64.00 $ 384.00 $ 475.00 $ 2,850.00 51 Water Service, Woodford Y95 Yard Hydrant Each 6 $ 462.00 $ 2,772.00 $ 685.00 $ 4,110.00 52 Water Service, 3/4" Copper Service Line, TYPE K LF 675 $ 32.00 $ 21,600.00 $ 49.00 $ 33,075.00 53 Water Service, 1" Copper Service Line, Type K LF 60 $ 45.00 $ 2,700.00 $ 60.00 $ 3,600.00 54 Water Service Lines Stop Box, Curb Stop, Tap Installation 1" Each 3 $ 682.05 $ 2,046.15 $ 1,220.00 $ 3,660.00 55 Water Service, Conbreco 40 - 200 1 1/2" RPZ Back Flow Preventer Each 1 $ 530.00 $ 530.00 $ 1,425.00 $ 1,425.00 56 Water Service, 1 1/2"X3/4" Manffold 1 - 1 1 /2" Inlet, 6 - 3/4" Outlet Each 1 $ 530.00 $ 530.00 $ 1,625.00 $ 1,625.00 57 Water Service, SR - EC 1 112" Water Meter Each 1 $ 425.00 $ 425.00 $ 1,635.00 $ 1,635.00 58 Water Service, 1 1/2" Ball Valve Each 1 $ 53.00 $ 53.00 $ 250.00 $ 250.00 59 Water Service, 1 1/2" Union Each 2 $ 42.00 $ 84.00 $ 225.00 $ 450.00 60 Water Service, 1 112" Tap Installation Each 1 $ 478.00 $ 478.00 $ 1,200.00 $ 1,200.00 61 Water Service, 1 1 /2" Copper Service Line TYPE K LF 44 $ 48.00 $ 2,112.00 $ 70.00 $ 3 080.00 , ~~~-; 82 Storm Sewer, 15" Schedule 40 PVC LF 135 $ 45.00 $ 6,075.00 $ 75.00 $ 10,125.00 63 Storm Sewer, Intake with R-2563 Beehive, Complete LS 2 $ 1,500.00 $ 3,000.00 $ 1,500.00 $ 3,000.00 64 Intake 101-B Each 1 $ 1,800.00 $ 1,800.00 $ 2,000.00 $ 2,000.00 65 6" Subdrain, Perforated Plastic Drain Tile LF 230 $ 20.00 $ 4,600.00 $ 20.00 $ 4,600.00 66 Roof Drain -Remove LF BO $ 20.00 $ 1,600.00 $ 20.00 $ 1',600.00 67 Trench Grate LF 80 $ 80.00 $ 6,400.00 $ 61.00 $ 4,880.00 68 Storm Water Curb Opening Neenah R-3262-3 Each 4 $ 125.00 $ 500.00 $ 90.00 $ 360.00 69 Storm Sewer, 12" Schedule 40 PVC LF 300 $ 24.00 $ 7,200.00 $ 62.00 $ 18,600.00 70 Stonn Sewer, 8" Schedule 40 PVC LF 260 $ 19.00 $ 4,940.00 $ 56.00 $ 14,560.00 71 8" - 90 degree sweep elbow Each 7 $ 200.00 $ 1,400.00 $ 340.00 $ 2,380.00 72 12" - 90 degree sweep elbow Each 2 $ 225.00 $ 450.00 $ 406.00 $ 812.00 73 g" Wyes Each 7 $ 125.00 $ 875.00 $ 276.00 $ 1,932.00 74 12" - 45 degree bends Each 3 $ 125.00 $ 375.00 $ 311.00 $ 933.00 75 12" Cleanouts Each 2 $ 350.00 $ 700.00 $ 500.00 $ 1 000.00 , 76 48" Diameter Manhole Base Each 3 $ 630.00 $ 1,890.00 $ 1,078.00 $ 3,234.00 77 48" Diameter Manhole Sidewall VF 29 $ 110.00 $ 3,190.00 $ 114.00 $ 3,306.00 78 Manhole Frame & Cover Each 3 $ 310.00 $ 930.00 $ 676.00 $ 2,028.00 ~~~~; 79 Conduit, 4° HDPE w/ Trace Wire, Bored (with 4-1" HDPE inside 80 Conduit, 4' PVC Sch 40 w/Trace Wire (with 4-1" HDPE inside) 81 Fiber Opbcs Junction Vault, Pre-cast Concrete 82 Historic Intersection SVeet light Install 83 Historic SVeet Lipht Installation wlPrecest Concrete Foundation 84 Electrical Service, Main ConVoller#1, Install 85 Electrical Service, CT Cabinet w/Meter Socket, Install 86 pull Box, Colored, 11"X18" LF 520 $ 32.50 $ 16,900.00 $ 35.00 $ 18,200.00 LF 315 $ 16.00 $ 5,040.00 $ 20.00 $ 6,300.00 Each 2 $ 2,600.00 $ 5,200.00 $ 3,400.00 $ 6,800.00 Each 2 $ 2,000.00 $ 4,000.00 $ 925.00 $ 1,850.00 Each 9.00 $ 2,099.90 $ 18,699.10 $ 1,500.00 $ 13,500.00 Each 1.00 $ 14,000.00 $ 14,000.00 $ 1,200.00 $ 1,200.00 Each 1.00 $ 1,900.00 $ 1,900.00 $ 1,500.00 $ 1,500.00 Each 8.00 $ 400.00 $ 3,200.00 $ 650.00 $ 5,200.00 Bid Tabulation Sheet 8 of 8 CITY OF DUBUQUE -ENGINEERING DIVISION -BID TABULATION SHEET BID TABULATION FOR: City Hall Parking Lot Reconstruction Project BID DATE: April 26, 2007 BIDDER: Horsfield Construction, Inc. REVISED PER ADDENDUM 3 UNIT T I ES TE BID ITEM DESCRIPTION Q U ANTITY UN T COST COST UNIT COST TOTAL COST 87 Pull Box, Standard, 11"X18" Each 1.00 $ 400.00 $ 400.00 $ 1,000.00 $ 1,000.00 88 ElecUical Cable #1/0 THHN LF 2250.00 $ 2.10 $ 4,725.00 $ 3.75 $ 8,437.50 89 Electrical Cable #6 THHN LF 2800.00 $ 0.72 $ 2,016.00 $ 1.25 $ 3,500.00 90 ElecUical Cable #8 THHN LF 1700.00 $ 0.53 $ 901.00 $ 1.05 $ 1,785.00 91 ElecVical Cable #10 THHN LF 3000.00 $ 0.46 $ 1,380.00 $ 0.80 $ 2,400.00 92 # 10 Bare LF 1200.00 $ 0.46 $ 552.00 $ 0.80 $ 960.00 93 2" PVC Conduit, Schedule 40 -Trenched LF 1800.00 $ 7.00 $ 12,600.00 $ 9.50 $ 17,100.00 94 4" PVC Conduit, Schedule 40 -Trenched LF 360.00 $ 9.00 $ 3,240.00 $ 11.60 $ 4,176.00 Elecbicel Service, Power Service Pedestal, w/Precast Concrete 95 Foundation, Install Each 6.00 $ 2,691.00 $ 16,146.00 $ 1,200.00 $ 7,200.00 96 Private Electrical Service Connection LS 1.00 $ 10,000.00 $ 10,000.00 $ 21,000.00 $ 21,000.00 ~; 97a gackfill, Planting Soil, 4" Thick SY 288.00 $ 3.05 $ 878.40 $ 3.50 $ 1,008.00 97b gackfill, Planting Soil, 30" Thick SY 60.00 $ 3.05 $ 244.00 $ 30.00 $ 2,400.00 98 Trees -Perimeter LS 1.00 $ 2,502.00 $ 2,502.00 $ 2,500.00 $ 2,500.00 99 Shrubs -Perimeter LS 1.00 $ 7,212.00 $ 7,212.00 $ 5,200.00 $ 5,200.00 100 perennials -Perimeter LS 1.00 $ 825.00 $ 825.00 $ 500.00 $ 500.00 101 Bioswale Soil Mix CY 25 $ 30.00 $ 750.00 $ 30.00 $ 750.00 102 Trees-Bioswale LS 1 $ 2,514.00 $ 2,514.00 $ 1,500.00 $ 1,500.00 103 Shrubs -Bioswale LS 1 $ 8,205.00 $ 8,205.00 $ 5,000.00 $ 5,000.00 104 Perennials -Bioswale LS 1 $ 675.00 $ 675.00 $ 400.00 $ 400.00 105 Grasses -Bioswale LS 1 $ 300.00 $ 300.00 $ 300.00 $ 300.00 105a Watering LS 1 $ 1,150.00 $ 1,150.00 $ 1,100.00 $ 1,100.00 106 Standard Ornamental Hoop Railing, Remove LF 20.00 $ 91.00 $ 1,820.00 $ 20.00 $ 400.00 107 Decorative Metal Fence, Complete LF 230.00 $ 185.00 $ 42,550.00 $ 200.00 $ 46,000.00 108 Decorative Stone and Brick Fence, Complete LF 26.00 $ 737.15 $ 19,165.90 $ 500.00 $ 13,000.00 109 Decorative Stone and Brick Columns Complete Each 13.00 $ 1,750.00 $ 22,750.00 $ 3,700.00 $ 48,100.00 110 Generator/Power EnGosure, Foundation and Columns LS 1.00 $ 35,000.00 $ 35,000.00 $ 47 000.00 $ 47 000.00 , , 111 Exisfing Power Pedestal, Relocate LS 1 $ 500.00 $ 500.00 $ 1,250.00 $ 1,250.00 112 Bike Loops Each 5 $ 250.00 $ 1,250.00 $ 250.00 $ 1,250.00 113 PC Concrete Window Well Cap SF 100 $ 15.00 $ 1,500.00 $ 15.00 $ 1,500.00 114 Seal Basement Wall at Okev Dokey CY 2 $ 800.00 $ 1,600.00 $ 500.00 $ 1,000.00 115 Plowable Mortar CY 4 $ 150.00 $ 800.00 $ 150.00 $ 600.00 116 Epoxy Coated Deformed #5 Bars -Dowels Each 54 $ 10.00 $ 540.00 $ 10.00 $ 540.00 117 Pavement Markings -Linear LF 880.00 $ 0.30 $ 264.00 $ 0.50 $ 440.00 118 Traffic Control and Safety Control LS 1.00 $ 2,000.00 $ 2,000.00 $ 5.00 $ 5.00 119 Mobilization LS 1.00 $ 10,000.00 $ 10,000.00 $ 50,000.00 $ 50,000.00 Base Bid Sub-Total $ 631,207.55 ease Bid sub-Total S 834,767.75 Under/Over Engine 32.25% Bid Tabulation Sheet 7 of e CITY OF DUBUQUE -ENGINEERING DIVISION -BID TABULATION SHEET BID TABULATION FOR: City Hall Parking Lot Reconstruction Project BID DATE: April 26, 2007 BIDDER: Horsfield Construction, Inc. REVISED PER ADDENDUM 3 BID ITEM DESCRIPTION UNIT QUANTITY UN TI COST E COST E UNIT COST TOTAL COST PROJECT BID ALTERNATE 1 • SIDEWALK NEATMKi ELEMENTS 120 PCC Sidewalk, Reinforced Integral Buff, 4", Construct -DEDUCT SF 1750 -7.5 $ (13,125.00) $ (6.00) $ (10,500.00) 121 PC Concrete Sidewalk, integral Buff, 6", Construct SF 1750 8 $ 14,000.00 $ 8.00 $ 14,000.00 122 Sidewalk Heating Tubing LS 1 8750 $ 8,750.00 $ 10,000.00 $ 10,000.00 UndeNOver Engine 14.29% Alternate 1 Bid Sub-Total S 9,628.00 Ab 1 Bitl Sub-Total E 13,500.00 PROJECT BID ALTERNATE 2 - BRK:K PAVER PARKBVG STALLS 123 Brick pavers, Salvaged Paver Installation Complete SF 10650 10 $ 106,500.00 $ 5.00 $ 53,250.00 124 Type "C" Curb 8 Gutter LF 803 12 $ 9,636.00 $ 25.00 $ 20,075.00 125 PC Concrete Pavement, (7'~, Class "C° -DEDUCT SY 1070 -28.5 $ (30,495.00) $ (25.00) $ (26,750.00) 126 Graded Stone Base -DEDUCT Ton 261 -12.5 $ (3,262.50) $ (15.50) $ (4,045.50) 127 3" Crushed Stone Base- DEDUCT Ton 784 -11.5 $ (9,016.00) $ (15.00) $ (11,760.00) 128 3/8" Chips Ton 300 15 $ 4,500.00 $ 20.00 $ 6,000.00 129 1" Clean Stone Ton 600 15 $ 9,000.00 $ 30.00 $ 18 000 00 , . Alternate 2 Bid Sub-Total S 86,862.50 An 2 aid sub-Total S 54,769.50 Under/Over Engine -36.95% Total Construction Estimate: S 727 695.05 S 903 037.25 Bid Tabulation Sheet 8 of a