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1 Engineering Estimate R. D. Johnson Excavating Co., Inc 1 Mobilization Lump Sum 1 $ 85, $ 85, $ 18, $ 18, Contractor Construction Staking Lump Sum 1 $ 15, $ 15, $ 8, $ 8, Demolition and Removal Lump Sum 1 $ 30, $ 30, $ 41, $ 41, Clearing and Grubbing Lump Sum 1 $ 20, $ 20, $ 6, $ 6, Excavation Cu. Yd. 1,513 $ $ 22, $ $ 18, Embankment Cu. Yd. 45 $ $ $ 4.00 $ Utility Trench & Backfill/Compaction Cu. Yd. 200 $ $ 4, $ 3.25 $ Subgrade Stabilization (9" Fly Ash Treatment) Sq. Yd. 809 $ $ 9, $ 6.10 $ 4, Subgrade Stabilization (8" KDOT AB-3) Sq. Yd $ $ 27, $ 8.50 $ 21, Asphalt Pavement (8") Sq. Yd. 672 $ $ 23, $ $ 25, Concrete Pavement (4")(Plain)(Colored) Sq. Yd. 83 $ $ 5, $ $ 7, Concrete Pavement (8")(NRDJ) Sq. Yd $ $ 70, $ $ 85, Concrete Pavement (10")(NRDJ) Sq. Yd. 706 $ $ 38, $ $ 48, Temporary Surfacing (Aggregate) Ton 265 $ $ 14, $ $ 4, Driveways (6")(Concrete) Sq. Yd. 85 $ $ 5, $ $ 6, Driveways (6")(Asphalt) Sq. Yd. 28 $ $ $ $ 2, Sidewalks (4")(Concrete) Sq. Yd. 284 $ $ 11, $ $ 12, Shared Use Paths (6 )(Concrete)(Fiber Reinforced) Sq. Yd. 75 $ $ 3, $ $ 4, Access Ramps Each 10 $ 1, $ 10, $ 1, $ 10, Curb and Gutter (Type CG-1) Ln. Ft $ $ 36, $ $ 29, Curb and Gutter (Type CG-1, Dry) Ln. Ft. 87 $ $ 2, $ $ 2, Curb and Gutter (Type CG-1, Monolithic) Ln. Ft. 32 $ $ $ $ Curb and Gutter (Type CG-3) Ln. Ft. 252 $ $ 7, $ $ 7, Curb and Gutter (Type CG-3, Dry) Ln. Ft. 20 $ $ $ $ Storm Sewer Structure (Curb Inlet)(6x4) Each 2 $ 4, $ 9, $ 2, $ 5, Storm Sewer Structure (Curb Inlet)(8x4) Each 1 $ 5, $ 5, $ 3, $ 3, Storm Sewer Structure (Curb Inlet)(6x5) Each 1 $ 4, $ 4, $ 3, $ 3, Storm Sewer Structure (Junction Boxes)(4x5) Each 3 $ 5, $ 15, $ 2, $ 8, Storm Sewer Pipe (15" HDPE) Ln. Ft. 7 $ $ $ $ Storm Sewer Pipe (18" HDPE) Ln. Ft. 88 $ $ 4, $ $ 5, Storm Sewer Pipe (15" RCP) Ln. Ft. 141 $ $ 7, $ $ 8, Storm Sewer Pipe (18" RCP) Ln. Ft. 33 $ $ 1, $ $ 2, Storm Sewer Pipe (24" RCP) Ln. Ft. 60 $ $ 4, $ $ 4, Storm Sewer Pipe (30" RCP) Ln. Ft. 150 $ $ 13, $ $ 11, Traffic Signal Lump Sum 1 $ 125, $ 125, $ 125, $ 125, Video Detection System Lump Sum 1 $ 20, $ 20, $ 24, $ 24, Emergency Vehicle System Lump Sum 1 $ 15, $ 15, $ 14, $ 14, Pavement Marking (Temporary)(White)(6") Ln. Ft. 363 $ 6.50 $ 2, $ 2.00 $ Pavement Marking (Temporary)(White)(12") Ln. Ft. 82 $ $ 1, $ 4.00 $ Pavement Marking (Temporary)(Yellow)(4") Ln. Ft. 397 $ 5.50 $ 2, $ 1.25 $ Pavement Marking (Temporary)(White)(24") Ln. Ft. 127 $ $ 2, $ 8.00 $ 1, Pavement Marking Symbol (Temporary)(White)(Left Arrow) Each 2 $ $ $ $ Pavement Marking (Patterned Cold Plastic)(White)(6") Ln. Ft. 238 $ 6.50 $ 1, $ 6.00 $ 1, Pavement Marking (Patterned Cold Plastic)(White)(12") Ln. Ft. 14 $ $ $ $ Pavement Marking (Patterned Cold Plastic)(Yellow)(4") Ln. Ft. 683 $ 5.50 $ 3, $ 5.00 $ 3, Pavement Marking (Intersection Grade)(White)(24") Ln. Ft. 125 $ $ 2, $ $ 2, Pavement Marking Symbol (Intersection Grade)(White)(Left Arrow) Each 4 $ $ 1, $ $ 1, Pavement Marking Symbol (Intersection Grade)(White)(Right Arrow) Each 4 $ $ 1, $ $ 1, Pavement Marking Symbol (Intersection Grade)(White)(ONLY) Each 2 $ $ $ $ 1, Seeding (Permanent) Lump Sum 1 $ 5, $ 5, $ 2, $ 2, Sediment Control Devices (Sediment Fence) Ln. Ft. 200 $ 5.00 $ 1, $ 3.00 $ Sediment Control Devices (Inlet Protection) Each 5 $ $ 2, $ $ Traffic Control Lump Sum 1 $ 25, $ 25, $ 9, $ 9, Install 12" Water Line Ln. Ft. 337 $ $ 42, $ $ 15, Install 12 Gate Valve Each 3 $ 6, $ 19, $ 2, $ 6, Install 12" Tee and Block Each 2 $ 1, $ 3, $ 1, $ 3, Install 12" Anchor Coupling Each 1 $ $ $ 1, $ 1, Install 2" Blowoff Assembly Each 2 $ 2, $ 4, $ $ 1, Connect to Existing Waterline Each 1 $ 3, $ 3, $ 1, $ 1,000.00
2 Engineering Estimate R. D. Johnson Excavating Co., Inc 60 Install 3/4" Long Service Each 1 $ 2, $ 2, $ $ Install 1 Long Service Each 1 $ 2, $ 2, $ $ Install Meter Tile, Setter, and Ring & Cover Each 1 $ 2, $ 2, $ $ Install Fire Hydrant Assembly with Swivel 90 Each 1 $ 4, $ 4, $ 3, $ 3, " Sanitary Sewer Pipe Ln. Ft. 285 $ $ 48, $ $ 29, Standard Sanitary Manholes Each 2 $ 5, $ 10, $ 3, $ 7, Extra Depth Sanitary Manholes Vert. Ft. 7.4 $ $ $ $ 1, GRAND TOTAL $ 869, $ 685, Grand Total (Written): Six Hundred Eighty-Five Thousand, Six Hundred Twenty-Nine Dollars and Forty Cents The following portions of the project shall be substantially complete and open to vehicular and pedestrian traffic by August 5, 2016: The north portion of Ousdahl and all of 19th Street (the traffic signal does not need to be in operation by that date). Liquidated damages of five hundred dollars ($500.00) per day shall be charged for every day thereafter until these streets are open to said traffic. The south portion of Ousdahl shall be Substantially Complete by October 28, Liquidated damages of five hundred dollars ($500.00) per day shall be charged for every day thereafter until Substantial Completion is reached and accepted by the Owner. The date for Final Completion for the entire project shall be November 11, Liquidated damages of five hundred ($500.00) per day shall be charged for every day thereafter until the project is complete and accepted by the Owner. PAGE P-6 AND P-7 MUST BE COMPLETED AND SUBMITTED WITH YOUR BID
3 Crossland Heavy Contractors, Inc. Kansas Heavy Construction LLC 1 Mobilization Lump Sum 1 2 Contractor Construction Staking Lump Sum 1 3 Demolition and Removal Lump Sum 1 4 Clearing and Grubbing Lump Sum 1 5 Excavation Cu. Yd. 1,513 6 Embankment Cu. Yd Utility Trench & Backfill/Compaction Cu. Yd Subgrade Stabilization (9" Fly Ash Treatment) Sq. Yd Subgrade Stabilization (8" KDOT AB-3) Sq. Yd Asphalt Pavement (8") Sq. Yd Concrete Pavement (4")(Plain)(Colored) Sq. Yd Concrete Pavement (8")(NRDJ) Sq. Yd Concrete Pavement (10")(NRDJ) Sq. Yd Temporary Surfacing (Aggregate) Ton Driveways (6")(Concrete) Sq. Yd Driveways (6")(Asphalt) Sq. Yd Sidewalks (4")(Concrete) Sq. Yd Shared Use Paths (6 )(Concrete)(Fiber Reinforced) Sq. Yd Access Ramps Each Curb and Gutter (Type CG-1) Ln. Ft Curb and Gutter (Type CG-1, Dry) Ln. Ft Curb and Gutter (Type CG-1, Monolithic) Ln. Ft Curb and Gutter (Type CG-3) Ln. Ft Curb and Gutter (Type CG-3, Dry) Ln. Ft Storm Sewer Structure (Curb Inlet)(6x4) Each 2 26 Storm Sewer Structure (Curb Inlet)(8x4) Each 1 27 Storm Sewer Structure (Curb Inlet)(6x5) Each 1 28 Storm Sewer Structure (Junction Boxes)(4x5) Each 3 29 Storm Sewer Pipe (15" HDPE) Ln. Ft Storm Sewer Pipe (18" HDPE) Ln. Ft Storm Sewer Pipe (15" RCP) Ln. Ft Storm Sewer Pipe (18" RCP) Ln. Ft Storm Sewer Pipe (24" RCP) Ln. Ft Storm Sewer Pipe (30" RCP) Ln. Ft Traffic Signal Lump Sum 1 36 Video Detection System Lump Sum 1 37 Emergency Vehicle System Lump Sum 1 38 Pavement Marking (Temporary)(White)(6") Ln. Ft Pavement Marking (Temporary)(White)(12") Ln. Ft Pavement Marking (Temporary)(Yellow)(4") Ln. Ft Pavement Marking (Temporary)(White)(24") Ln. Ft Pavement Marking Symbol (Temporary)(White)(Left Arrow) Each 2 43 Pavement Marking (Patterned Cold Plastic)(White)(6") Ln. Ft Pavement Marking (Patterned Cold Plastic)(White)(12") Ln. Ft Pavement Marking (Patterned Cold Plastic)(Yellow)(4") Ln. Ft Pavement Marking (Intersection Grade)(White)(24") Ln. Ft Pavement Marking Symbol (Intersection Grade)(White)(Left Arrow) Each 4 48 Pavement Marking Symbol (Intersection Grade)(White)(Right Arrow) Each 4 49 Pavement Marking Symbol (Intersection Grade)(White)(ONLY) Each 2 50 Seeding (Permanent) Lump Sum 1 51 Sediment Control Devices (Sediment Fence) Ln. Ft Sediment Control Devices (Inlet Protection) Each 5 53 Traffic Control Lump Sum 1 54 Install 12" Water Line Ln. Ft Install 12 Gate Valve Each 3 56 Install 12" Tee and Block Each 2 57 Install 12" Anchor Coupling Each 1 58 Install 2" Blowoff Assembly Each 2 59 Connect to Existing Waterline Each 1 $ 33, $ 33, $ 50, $ 50, $ 9, $ 9, $ 6, $ 6, $ 60, $ 60, $ 42, $ 42, $ 7, $ 7, $ 24, $ 24, $ $ 34, $ $ 35, $ $ 1, $ $ 4, $ $ 4, $ $ 19, $ 9.50 $ 7, $ $ 20, $ 8.50 $ 21, $ $ 27, $ $ 31, $ $ 28, $ $ 8, $ $ 8, $ $ 83, $ $ 87, $ $ 48, $ $ 54, $ $ 4, $ $ 6, $ $ 3, $ $ 4, $ $ 6, $ $ 2, $ $ 10, $ $ 10, $ $ 3, $ $ 3, $ $ 6, $ 1, $ 10, $ $ 23, $ $ 33, $ $ 1, $ $ 2, $ $ $ $ $ $ 5, $ $ 7, $ $ $ $ $ 2, $ 5, $ 4, $ 8, $ 3, $ 3, $ 5, $ 5, $ 3, $ 3, $ 4, $ 4, $ 2, $ 7, $ 4, $ 13, $ $ 1, $ $ 1, $ $ 5, $ $ 6, $ $ 8, $ $ 11, $ $ 2, $ $ 2, $ $ 4, $ $ 5, $ $ 13, $ $ 15, $ 137, $ 137, $ 138, $ 138, $ 26, $ 26, $ 26, $ 26, $ 15, $ 15, $ 15, $ 15, $ 2.20 $ $ 2.20 $ $ 4.40 $ $ 4.40 $ $ 1.40 $ $ 1.40 $ $ 8.80 $ 1, $ 8.80 $ 1, $ $ $ $ $ 6.70 $ 1, $ 6.75 $ 1, $ $ $ $ $ 5.50 $ 3, $ 5.50 $ 3, $ $ 2, $ $ 2, $ $ 1, $ $ 1, $ $ 1, $ $ 1, $ $ 1, $ $ 1, $ 2, $ 2, $ 5, $ 5, $ 2.20 $ $ 1.60 $ $ $ $ $ $ 10, $ 10, $ 10, $ 10, $ $ 21, $ $ 42, $ 2, $ 6, $ 2, $ 8, $ 1, $ 2, $ 1, $ 2, $ $ $ $ $ 1, $ 3, $ 2, $ 4, $ 1, $ 1, $ 2, $ 2,000.00
4 Crossland Heavy Contractors, Inc. Kansas Heavy Construction LLC 60 Install 3/4" Long Service Each 1 61 Install 1 Long Service Each 1 62 Install Meter Tile, Setter, and Ring & Cover Each 1 63 Install Fire Hydrant Assembly with Swivel 90 Each " Sanitary Sewer Pipe Ln. Ft Standard Sanitary Manholes Each 2 66 Extra Depth Sanitary Manholes Vert. Ft. 7.4 GRAND TOTAL $ 1, $ 1, $ 5, $ 5, $ 1, $ 1, $ 5, $ 5, $ 1, $ 1, $ 1, $ 1, $ 4, $ 4, $ 5, $ 5, $ $ 41, $ $ 35, $ 3, $ 6, $ 6, $ 12, $ $ 1, $ $ 1, $ 778, $ 907, Grand Total (Written): Six Hundred Eighty-Five Thousand, Six Hundred Twenty-Nine Dollars and Forty Cents The following portions of the project shall be substantially complete and open to vehicular and pedestrian traffic by August 5, 2016: The north portion of Ousdahl and all of 19th Street (the traffic signal does not need to be in operation by that date). Liquidated damages of five hundred dollars ($500.00) per day shall be charged for every day thereafter until these streets are open to said traffic. The south portion of Ousdahl shall be Substantially Complete by October 28, Liquidated damages of five hundred dollars ($500.00) per day shall be charged for every day thereafter until Substantial Completion is reached and accepted by the Owner. The date for Final Completion for the entire project shall be November 11, Liquidated damages of five hundred ($500.00) per day shall be charged for every day thereafter until the project is complete and accepted by the Owner. PAGE P-6 AND P-7 MUST BE COMPLETED AND SUBMITTED WITH YOUR BID
5 Freeman Concrete Construction, LLC Kissick Construction Company 1 Mobilization Lump Sum 1 2 Contractor Construction Staking Lump Sum 1 3 Demolition and Removal Lump Sum 1 4 Clearing and Grubbing Lump Sum 1 5 Excavation Cu. Yd. 1,513 6 Embankment Cu. Yd Utility Trench & Backfill/Compaction Cu. Yd Subgrade Stabilization (9" Fly Ash Treatment) Sq. Yd Subgrade Stabilization (8" KDOT AB-3) Sq. Yd Asphalt Pavement (8") Sq. Yd Concrete Pavement (4")(Plain)(Colored) Sq. Yd Concrete Pavement (8")(NRDJ) Sq. Yd Concrete Pavement (10")(NRDJ) Sq. Yd Temporary Surfacing (Aggregate) Ton Driveways (6")(Concrete) Sq. Yd Driveways (6")(Asphalt) Sq. Yd Sidewalks (4")(Concrete) Sq. Yd Shared Use Paths (6 )(Concrete)(Fiber Reinforced) Sq. Yd Access Ramps Each Curb and Gutter (Type CG-1) Ln. Ft Curb and Gutter (Type CG-1, Dry) Ln. Ft Curb and Gutter (Type CG-1, Monolithic) Ln. Ft Curb and Gutter (Type CG-3) Ln. Ft Curb and Gutter (Type CG-3, Dry) Ln. Ft Storm Sewer Structure (Curb Inlet)(6x4) Each 2 26 Storm Sewer Structure (Curb Inlet)(8x4) Each 1 27 Storm Sewer Structure (Curb Inlet)(6x5) Each 1 28 Storm Sewer Structure (Junction Boxes)(4x5) Each 3 29 Storm Sewer Pipe (15" HDPE) Ln. Ft Storm Sewer Pipe (18" HDPE) Ln. Ft Storm Sewer Pipe (15" RCP) Ln. Ft Storm Sewer Pipe (18" RCP) Ln. Ft Storm Sewer Pipe (24" RCP) Ln. Ft Storm Sewer Pipe (30" RCP) Ln. Ft Traffic Signal Lump Sum 1 36 Video Detection System Lump Sum 1 37 Emergency Vehicle System Lump Sum 1 38 Pavement Marking (Temporary)(White)(6") Ln. Ft Pavement Marking (Temporary)(White)(12") Ln. Ft Pavement Marking (Temporary)(Yellow)(4") Ln. Ft Pavement Marking (Temporary)(White)(24") Ln. Ft Pavement Marking Symbol (Temporary)(White)(Left Arrow) Each 2 43 Pavement Marking (Patterned Cold Plastic)(White)(6") Ln. Ft Pavement Marking (Patterned Cold Plastic)(White)(12") Ln. Ft Pavement Marking (Patterned Cold Plastic)(Yellow)(4") Ln. Ft Pavement Marking (Intersection Grade)(White)(24") Ln. Ft Pavement Marking Symbol (Intersection Grade)(White)(Left Arrow) Each 4 48 Pavement Marking Symbol (Intersection Grade)(White)(Right Arrow) Each 4 49 Pavement Marking Symbol (Intersection Grade)(White)(ONLY) Each 2 50 Seeding (Permanent) Lump Sum 1 51 Sediment Control Devices (Sediment Fence) Ln. Ft Sediment Control Devices (Inlet Protection) Each 5 53 Traffic Control Lump Sum 1 54 Install 12" Water Line Ln. Ft Install 12 Gate Valve Each 3 56 Install 12" Tee and Block Each 2 57 Install 12" Anchor Coupling Each 1 58 Install 2" Blowoff Assembly Each 2 59 Connect to Existing Waterline Each 1 $ 70, $ 70, $ 40, $ 40, $ 10, $ 10, $ 8, $ 8, $ 50, $ 50, $ 57, $ 57, $ 9, $ 9, $ 22, $ 22, $ $ 86, $ $ 78, $ $ 1, $ $ 3, $ $ 10, $ $ 4, $ $ 8, $ $ 12, $ $ 32, $ 9.00 $ 22, $ $ 34, $ $ 30, $ $ 6, $ $ 6, $ $ 90, $ $ 137, $ $ 52, $ $ 64, $ $ 8, $ $ 7, $ $ 5, $ $ 8, $ $ 6, $ $ 2, $ $ 12, $ $ 16, $ $ 4, $ $ 7, $ 1, $ 12, $ 1, $ 15, $ $ 25, $ $ 27, $ $ 1, $ $ 2, $ $ $ $ $ $ 5, $ $ 5, $ $ $ $ $ 3, $ 6, $ 4, $ 8, $ 4, $ 4, $ 5, $ 5, $ 4, $ 4, $ 4, $ 4, $ 3, $ 11, $ 4, $ 13, $ $ $ $ 1, $ $ 8, $ $ 11, $ $ 10, $ $ 15, $ $ 4, $ $ 5, $ $ 8, $ $ 9, $ $ 23, $ $ 22, $ 146, $ 146, $ 140, $ 140, $ 28, $ 28, $ 28, $ 28, $ 16, $ 16, $ 17, $ 17, $ 2.30 $ $ 2.20 $ $ 4.70 $ $ 4.40 $ $ 1.50 $ $ 1.35 $ $ 9.30 $ 1, $ 8.50 $ 1, $ $ $ $ $ 7.00 $ 1, $ 6.50 $ 1, $ $ $ $ $ 6.00 $ 4, $ 5.50 $ 3, $ $ 2, $ $ 2, $ $ 1, $ $ 1, $ $ 1, $ $ 1, $ $ 1, $ $ 1, $ 4, $ 4, $ 4, $ 4, $ 3.00 $ $ 6.00 $ 1, $ $ $ $ $ 11, $ 11, $ 11, $ 11, $ $ 37, $ $ 38, $ 2, $ 6, $ 2, $ 6, $ $ 1, $ 1, $ 3, $ $ $ $ $ $ 1, $ 2, $ 4, $ 1, $ 1, $ 3, $ 3,000.00
6 Freeman Concrete Construction, LLC Kissick Construction Company 60 Install 3/4" Long Service Each 1 61 Install 1 Long Service Each 1 62 Install Meter Tile, Setter, and Ring & Cover Each 1 63 Install Fire Hydrant Assembly with Swivel 90 Each " Sanitary Sewer Pipe Ln. Ft Standard Sanitary Manholes Each 2 66 Extra Depth Sanitary Manholes Vert. Ft. 7.4 GRAND TOTAL $ 3, $ 3, $ 1, $ 1, $ 3, $ 3, $ 1, $ 1, $ $ $ 3, $ 3, $ 3, $ 3, $ 5, $ 5, $ $ 82, $ $ 62, $ 3, $ 7, $ 4, $ 8, $ $ $ $ $ 1,003, $ 1,038, Grand Total (Written): Six Hundred Eighty-Five Thousand, Six Hundred Twenty-Nine Dollars and Forty Cents The following portions of the project shall be substantially complete and open to vehicular and pedestrian traffic by August 5, 2016: The north portion of Ousdahl and all of 19th Street (the traffic signal does not need to be in operation by that date). Liquidated damages of five hundred dollars ($500.00) per day shall be charged for every day thereafter until these streets are open to said traffic. The south portion of Ousdahl shall be Substantially Complete by October 28, Liquidated damages of five hundred dollars ($500.00) per day shall be charged for every day thereafter until Substantial Completion is reached and accepted by the Owner. The date for Final Completion for the entire project shall be November 11, Liquidated damages of five hundred ($500.00) per day shall be charged for every day thereafter until the project is complete and accepted by the Owner. PAGE P-6 AND P-7 MUST BE COMPLETED AND SUBMITTED WITH YOUR BID
Rock Chalk Park - Infrastructure Report. July 2013
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19th & Barker Roundabout / Waterline Improvement Project No. 56-CP12-901(C) Cost Breakdown
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PART II - Prospect Street 37. 8" Ductile Iron CL52 Water Main 614 lin. ft. $ $ 49, $ $ 43, $ $ 46,050.
BID TABULATION PAGE 1 OF 6 Engineer's Project Number: RI 124 Bid Deadline: Changed via addendum to July 2, 2018 at 2:00 p.m. local time BID PRE-BID ESTIMATE Kruczek Construction, Inc. Musson Bros., Inc.
CITY OF CHINO ENGINEERING COST ESTIMATE. Quantity Unit Item Unit Total Cost Price Per Item. LS Traffic Control (5% of construction cost) 5% $
RESOLUTION NO 2015078 STREETS LS Traffic Control (5% of construction cost) 5% $ LS Clear & Grub Site (5% of construction cost) 5% $ EA Tree Removal $ 800.00 $ CY Concrete Removal $ 300.00 $ CY AC Pavement
BID TABULATION BID REQUEST NO
BID TABULATION BID REQUEST NO. 13-1046 1 LOWEST RESPONSIVE BIDDER Dakota Contracting Bidder: Corporation D & G Concrete Bidder: Construction, Inc. Carl V. Carlson Bidder: Company Address: 431 NORTH PHILLIPS
BID TABULATION REPORT ABRAM STREET (SH CITY LIMITS) PROJECT No. PWST09016 BID OPENED : April 22, 2014 at 1:30 p.m.
PAVING IMPROVEMENTS 101 Mobilization and Bonds, LS 1 $ 225,000.00 $ 225,000.00 $ 225,000.00 $ 225,000.00 $ 225,000.00 $ 225,000.00 $ 225,000.00 $ 225,000.00 102 Right-of-way Preparation LS 1 $ 365,500.00
BID TABULATION PAGE 1 OF 8
BID TABULATION PAGE 1 OF 8 BID PRE-BID ESTIMATE A-1 Excavating, Inc. Maddrell Excavating, LLC Bloomer, WI Brodhead, WI BASE BID CTP P Utility Work 1. 8" SDR 35 Sanitary Sewer Main 3,656 lin. $ 69.00 $
BID TABULATION PAGE 1 OF 6
BID TABULATION PAGE 1 OF 6 BID PRE-BID ESTIMATE R.G. Huston Company, Inc. Kopplin & Kinas Co., Inc. Cottage Grove, WI Green Lake, WI NO. DESCRIPTION OF WORK QUANT. UNITS UNIT PRICE AMOUNT UNIT PRICE AMOUNT
JANUARY 18, Reference Specifications, Attachment to Form 96 (BID FORM), Bid Proposal: Respectfully submitted,
ADDENDUM NO. 3 TO THE PLANS AND SPECIFICATIONS for STREET AND STORM SEWER IMPROVEMENTS ON HANCOCK AND WASHINGTON STREETS for the FRENCH LICK REDEVELOPMENT COMMISSION ORANGE COUNTY, INDIANA MEI PROJECT
TOTAL QUANTITY UNIT COST UNIT
BASE BID DIVISION 1 - GENERAL 1 1070-206-A-0 TRAFFIC CONTROL LS 1 $ 10,000 $ 10,000 $3,000.00 $3,000.00 $5,600.00 $5,600.00 2 2010-108-B-0 CLEARING AND GRUBBING AC 5 $ 9,000 $ 45,000 $7,192.50 $35,962.50
Certified Bid Tabulation Southeast Residential Community Parking Development South Dakota State University
Base Bid - Parking Lot Construction Number Grading and Surfacing Items Quantity Unit C-1 Mobilization 1 LS $ 60,000.00 $ 60,000.00 $ 82,000.00 $ 82,000.00 $ 18,255.59 $ 18,255.59 C-2 Traffic Control 1
BIDDER'S PROPOSAL TO THE HONORABLE MAYOR AND MEMBERS OF THE CITY COUNCIL
Bidders submitting proposals shall be very careful to follow all requirements in connection therewith. A checklist has been attached for guidance in complying with all phases of the bid process and project.
33 Ditch Bottom Inlet (DBI) -Type E $ 2, EA - 0 $ - 35 Ditch Bottom Inlet (DBI) -Type H (Modified) $ 5, EA $ 5,600.
CITY OF PLANT CITY WHEELER STREET RE-ALIGNMENT Opinion of Probable Construction Costs (Final Plans) Rev 7/22/2010 Rev 8/2/2010 Rev 8/27/20012 Bid Cost per Estimated Extended Item Item Unit Units Wheeler
69889/AV/lm. Recipients of C-TRAN ITB # Fourth Plain BRT Maintenance Facility Expansion. DATE: June 25, SUBJECT: Addendum #11
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BID TAB PROJECT: REPLACEMENT OF ALBON ROAD BRIDGE NO. 606, PID NO BID OPEN: MAY 9, 2012 COMPLETION DATE: NOVEMBER 16, 2012
Page 1 BID TAB PROJECT: REPLACEMENT OF ALBON ROAD BRIDGE NO. 606, PID NO. 87786 BID OPEN: MAY 9, 2012 COMPLETION DATE: NOVEMBER 16, 2012 ROADWAY 1 201 CLEARING AND GRUBBING 1 LUMP $4,500.00 $4,500.00 $10,016.00
2012 WATER & SEWER CONSTRUCTION CONTRACT, PACKAGE IV SAWS WATER JOB. NO /SAWS SEWER JOB NO SOLICITATION #B DD BID PROPOSAL
BID PROPOSAL PROPOSAL OF, a Corporation organized and existing under the laws of the State of, a Partnership consisting of, an Individual doing business as. Enclosed with this bid are (1) Bid Bond, and
2015 Financial Assurance 8/6/2015 Estimate Form (with pre-plat construction)
2015 Financial Assurance 8/6/2015 Estimate Form (with pre-plat construction) Project Information The Glen at Widefield Filing No. 9 PDD File: SF-185 9/25/2018 Project Name Section 1 - Grading and Erosion
LETTING : CALL : 056 COUNTIES : MILLE LACS
S T A T E O F M I N N E S O T A PAGE : -1 NUMBER OF DAYS: 0 BRIDGE COUNT : 3 CONTRACT DESCRIPTION : GRADING, BIT PAVING & SURFACING, ROUNDABOUT, AND BRIDGES. CONTRACT LOCATION: LOCATED ON T.H. 95 AT THE
Crushed Surfacing Base Course, per ton. Pages 8-8, Special Provisions Section , Materials. This Section is supplemented with the following:
Crushed Surfacing Base Course, per ton. The unit contract price per ton for Crushed Surfacing Top Course and Crushed Surfacing Base Course shall include the cost for all labor, materials, equipment and
2012 WATER & SEWER ALLEY CONSTRUCTION CONTRACT, PACKAGE I SAWS WATER JOB. NO /SAWS SEWER JOB NO SOLICITATION #B DD
BID PROPOSAL PROPOSAL OF, a Corporation organized and existing under the laws of the State of, a Partnership consisting of, an Individual doing business as. Enclosed with this bid are (1) Bid Bond, and
Subject: Addendum No. 1 Project #C CCE Parking Lot Replacement Phase 2 Robert Bishop Drive 4380 Richmond Road, Highland Hills, Ohio 44122
Addendum No. 1 Page One To: From: All Plan Holders of Record CT Consultants, Inc. Gene E. Arters, P.E. on behalf of Cuyahoga Community College Subject: Addendum No. 1 Project #C20166009 CCE Parking Lot
NE WEST KINGSTON ROAD CULVERT REPLACEMENT
NE WEST KINGSTON ROAD CULVERT REPLACEMENT KITSAP COUNTY MILE POST 1.28 TO 1.44 PUBLIC WORKS BID TABULATION SECTION PREPARED: BLB LENGTH: 0.16 Mile REVISED: DATE: March 7, 2017 SCHEDULE A - ROADWAY IMPROVEMENTS
Bid No.: PO Box Cone Rd Asphalt Ave th Ave. E. Dunedin, FL Tampa, FL Tampa, FL Palmetto, FL 34221
Bid : 7379 GENERAL 1 2 3 4 @ unit $ total $ @ unit $ total $ @ unit $ total $ @ unit $ total $ G-1.1 Mobilization 1 LS $ 450,000.00 $ 450,000.00 $ 720,000.00 $ 720,000.00 $ 750,000.00 $ 750,000.00 $ 530,000.00
Annual Services Construction Contract (ASCC) #15 Project Number: PUCN
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CITY OF TAMPA ADDENDUM 2. April 18, 2018
CITY OF TAMPA Bob Buckhorn, Mayor CONTRACT ADMINISTRATION DEPARTMENT Michael W. Chucran, Director ADDENDUM 2 April 18, 2018 Contract 17-C-00021; Citywide Water Meter Bidders on the above referenced project
Department of Public Works Engineering
Department of Public Works Engineering DATE: January 27, 2016 TO: Honorable Chairman and Public Utility Authority Members FROM: Cynthia M. Herrera, MMC, Interim Executive Director/ City Clerk BY: Nathan
NOTICE TO BIDDERS LETTING OF NOVEMBER 9, 2018 ADDENDUM NO. 1 CHANGES TO PROPOSAL OR PLANS
NOTICE TO BIDDERS LETTING OF NOVEMBER 9, 2018 ADDENDUM NO. 1 This Addendum changes the terms of the Bid Proposal and/or plans associated with the project indicated below. By submitting a bid, any and all
RFB Addendum 3
Yes GENERAL CONDITIONS 1.00 MOBLIZATION AND DEMOBILIZATION 1 LS $ 293,750.00 $ 293,750.00 1.01 STORMWATER POLLUTION PREVENTION PLAN (INCLUDES EROSION CONTROL AND SEDIMENT IMPLEMATION PLAN) 1.02 STORMWATER
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