Certified Bid Tabulation Southeast Residential Community Parking Development South Dakota State University
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- Octavia White
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1 Base Bid - Parking Lot Construction Number Grading and Surfacing Items Quantity Unit C-1 Mobilization 1 LS $ 60, $ 60, $ 82, $ 82, $ 18, $ 18, C-2 Traffic Control 1 LS $ 1, $ 1, $ 3, $ 3, $ 2, $ 2, C-3 Chain Link Fence 640 Ft $ $ 11, $ $ 11, $ $ 11, C-4 Chain Link Fence with Privacy Slats 355 Ft $ $ 7, $ $ 11, $ $ 11, C-5 Clearing & Grubbing 1 LS $ 25, $ 25, $ 35, $ 35, $ 14, $ 14, C-6 Building Demolition 1 Each $ 2, $ 2, $ 2, $ 2, $ $ C-7 Remove Curb & Gutter 400 Ft $ 3.50 $ 1, $ 3.00 $ 1, $ 5.58 $ 2, C-8 Remove & Dispose Fire Hydrant 1 Each $ $ $ $ $ $ C-9 Remove Existing Waterline 610 Ft $ 5.00 $ 3, $ $ 9, $ 4.34 $ 2, C-10 Cap Existing Waterline 1 Each $ 1, $ 1, $ $ $ $ C-11 Remove Light Pole & Concrete Base 1 Each $ $ $ $ $ $ C-12 Unclassified Excavation 30,559 CuYd $ 3.00 $ 91, $ 3.00 $ 91, $ 2.50 $ 76, C-13 Placing Topsoil (12") 2,330 CuYd $ 6.00 $ 13, $ 5.00 $ 11, $ 6.00 $ 13, C-14 Waste 21,741 CuYd $ 5.50 $ 119, $ 4.50 $ 97, $ 4.00 $ 86, C-15 Scarify and Recompact (8") 6,099 CuYd $ 8.00 $ 48, $ 2.50 $ 15, $ 2.50 $ 15, C-16 Type 2 Turf Reinforcement Mat 400 SqYd $ 5.00 $ 2, $ 5.94 $ 2, $ 6.13 $ 2, C-17 High Flow Silt Fence 2,487 Ft $ 3.00 $ 7, $ 2.10 $ 5, $ 2.17 $ 5, C-18 Concrete Washout Facility 1 Each $ 1, $ 1, $ 1, $ 1, $ 1, $ 1, C-19 Temporary Tracking Control 1 Each $ 1, $ 1, $ 1, $ 1, $ 2, $ 2, C-20 Pull Manhole Modifications 1 LS $ 1, $ 1, $ 5, $ 5, $ 2, $ 2, Page 1 of 9
2 C-21 Concrete Splash Pad 288 SqFt $ 5.50 $ 1, $ $ 4, $ 5.69 $ 1, C-22 15" RCP Storm Sewer, Furnish 236 Ft $ $ 5, $ $ 4, $ $ 4, C-23 15" RCP Storm Sewer, Install 236 Ft $ $ 3, $ $ 4, $ $ 3, C-24 24" RCP Storm Sewer, Furnish 468 Ft $ $ 14, $ $ 16, $ $ 13, C-25 24" RCP Storm Sewer, Install 468 Ft $ $ 7, $ $ 10, $ $ 7, C-26 27" RCP Storm Sewer, Furnish 404 Ft $ $ 14, $ $ 18, $ $ 16, C-27 27" RCP Storm Sewer, Install 404 FT $ $ 7, $ $ 9, $ $ 6, C-28 2'x3' Type B - Drop Inlet 6 Each $ 1, $ 10, $ 1, $ 10, $ 2, $ 13, C 'x10' Type S Drop Inlet 2 Each $ 4, $ 8, $ 3, $ 7, $ 3, $ 6, C-30 4" Draintile (PVC or Dual-Walled Polyethylene) 3,472 Ft $ 8.50 $ 29, $ $ 46, $ $ 41, C-31 6" Draintile (PVC or Dual-Walled Polyethylene) 304 Ft $ 9.50 $ 2, $ $ 4, $ $ 5, C-32 High Performance Geotextile Fabric 27,443 SqYd $ 3.00 $ 82, $ 2.50 $ 68, $ 1.96 $ 53, C-33 Base Course (15") 22,900 Ton $ 9.00 $ 206, $ 8.75 $ 200, $ 8.75 $ 200, C-34 Curb and Gutter, Rollover 1,398 Ft $ $ 15, $ $ 14, $ 9.16 $ 12, C-35 6" PCC Fillet Section 4.5 SqYd $ $ $ $ $ $ C-36 Concrete Valley Gutter 7,995 SqFt $ 5.00 $ 39, $ 3.94 $ 31, $ 4.45 $ 35, C-37 Asphalt Concrete, Class E,Type 1, Natural Agg. 2,150 Ton $ $ 154, $ $ 167, $ $ 150, C-38 Asphalt Concrete, Class G,Type 2, 85% Quartzite 2,150 Ton $ $ 184, $ $ 175, $ $ 183, C-39 SS-1h or CSS-1h Asphalt for Tack 5.7 Ton $ 1, $ 6, $ $ 4, $ $ 4, C-40 Pavement Marking Paint, White 85.0 Gal $ $ 9, $ $ 8, $ $ 8, C-41 Soil Preparation, Seeding, Fertilizing & Mulching 735 CSF $ 8.00 $ 5, $ 5.78 $ 4, $ 5.96 $ 4, Subtotal: $ 1,212, $ 1,203, $ 1,046, Corrected Anomaly Page 2 of 9
3 Base Bid - Lighting for New Parking Lot Number Lighting / Electrical Items Quantity Unit E-1 Type PL2 Luminaires - Includes pole, base & grounding 18 Each $ 5, $ 90, $ 6, $ 124, $ 7, $ 128, E-2 Type PL Luminaire - Includes pole, base & grounding 1 Each $ 4, $ 4, $ 5, $ 5, $ 5, $ 5, E-3 E-4 E-5 E-6 E-7 E-8 Lighting Control Panels - Includes two lighting control panels, concrete pad, & secondary service from padmounted transformer 2"C - 4 #1/0 - Includes conduit, conductors, trenching, 2"C - 4 #2 - Includes conduit, conductors, trenching, 1-1/2"C - 4 #6 - Includes conduit, conductors, trenching, 1-1/2"C - 3 #6- Includes conduit, conductors, trenching, Reconnect Lighting Circuits to Existing Panel - Direct burial (Intramural Field) 1 LS $ 38, $ 38, $ 51, $ 51, $ 52, $ 52, ,800 Ft $ $ 37, $ $ 32, $ $ 33, Ft $ $ 7, $ $ 6, $ $ 6, Ft $ $ 10, $ 8.46 $ 6, $ 8.73 $ 6, Ft $ $ 10, $ 7.48 $ 5, $ 7.72 $ 5, LS $ 5, $ 5, $ 3, $ 3, $ 3, $ 3, E-9 Remove Existing Transformer at Intramural Field 1 LS $ $ $ 3, $ 3, $ 3, $ 3, E-10 E-11 E-12 E-13 E-14 Relocated Existing Lighting Control Panel at Intramural Field - Includes concrete pad and providing secondary service to panel Remove Existing Sectionalizing Switch - Includes splicing loop circuit conductors & storing as directed Extend Primary Circuit from 11th Street Sectionalizing Switch - Includes connecting to padmounted transformer Extend Primary Circuit from 8th Street Sectionalizing Switch - Includes reconnecting Caldwell Hall Transformer Pad - Includes relocating and installing concrete pad for padmounted transformer 1 LS $ 4, $ 4, $ 2, $ 2, $ 3, $ 3, LS $ 3, $ 3, $ 1, $ 1, $ 1, $ 1, LS $ 6, $ 6, $ 16, $ 16, $ 17, $ 17, LS $ 12, $ 12, $ 31, $ 31, $ 32, $ 32, LS $ 2, $ 2, $ 3, $ 3, $ 3, $ 3, Base Bid Total: Subtotal: $ 231, $ 294, $ 303, $ 1,444, $ 1,497, $ 1,350, Corrected Anomaly Page 3 of 9
4 Alternate #1 - Access Road to 11th Street Number Grading and Surfacing Items Quantity Unit 1.1 Mobilization 1 LS $ 8, $ 8, $ 9, $ 9, $ 1, $ 1, Traffic Control 1 LS $ 1, $ 1, $ 1, $ 1, $ 1, $ 1, Remove Concrete Sidewalk/Surfacing 436 SqFt $ 0.50 $ $ 1.50 $ $ 1.00 $ Remove Curb & Gutter 75 Ft $ 3.50 $ $ 3.00 $ $ 4.50 $ Adjust Manhole Casting 1 Each $ $ $ $ $ $ Unclassified Excavation 545 CuYd $ 3.00 $ 1, $ 3.00 $ 1, $ 2.50 $ 1, Placing Topsoil 350 CuYd $ 6.00 $ 2, $ 5.00 $ 1, $ 6.00 $ 2, Waste 195 CuYd $ 6.00 $ 1, $ 4.50 $ $ 4.50 $ Scarify and Recompact (8") 353 CuYd $ 8.00 $ 2, $ 2.50 $ $ 2.50 $ High Flow Silt Fence 356 Ft $ 3.00 $ 1, $ 2.10 $ $ 2.17 $ " Draintile (PVC or Dual-Walled Polyethylene) 482 Ft $ 9.00 $ 4, $ $ 7, $ $ 8, High Performance Geotextile Fabric 1,588 SqYd $ 3.00 $ 4, $ 2.50 $ 3, $ 1.92 $ 3, Base Course (15") 1,350 Ton $ 9.00 $ 12, $ 8.75 $ 11, $ 8.75 $ 11, Curb and Gutter (Standard 30" Wide) 836 Ft $ $ 8, $ $ 8, $ 9.16 $ 7, Sidewalk 250 SqFt $ 4.50 $ 1, $ 4.20 $ 1, $ 3.20 $ Detectable Warning Panel 2 Each $ $ $ $ $ $ Page 4 of 9
5 1.17 6" PCC Fillet Section 69.0 SqYd $ $ 4, $ $ 4, $ $ 4, Concrete Valley Gutter 150 SqFt $ 6.00 $ $ 4.20 $ $ 4.45 $ Asphalt Concrete, Class E, Natural Agg. (2.5") 180 Ton $ $ 12, $ $ 14, $ $ 12, Asphalt Concrete, Class G, 85% Quartzite (1.5") 120 Ton $ $ 10, $ $ 9, $ $ 10, SS-1h or CSS-1h Asphalt for Tack 0.3 Ton $ 1, $ $ $ $ $ Pavement Marking Paint, White 1.6 Gal $ $ $ $ $ $ Stop Sign 1 Each $ $ $ $ $ $ Subtotal: $ 79, $ 81, $ 70, Alternate #1 - Lighting for Access Road Number Lighting / Electrical Items Quantity Unit 1.24 Relocated Existing Pole & Fixtures 1 LS $ $ $ 1, $ 1, $ 1, $ 1, Type PL Luminaire - Includes pole, base & grounding 4 Each $ 4, $ 18, $ 5, $ 22, $ 5, $ 23, /2"C - 3 #6- Includes conduit, conductors, trenching, 1-1/2"C - 4 #6- Includes conduit, conductors, trenching, 120 Ft $ $ 1, $ 7.48 $ $ 7.72 $ Ft $ $ 5, $ 8.46 $ 3, $ 8.73 $ 3, Alternate #1 Total Subtotal: $ 26, $ 28, $ 29, $ 105, $ 109, $ 99, Page 5 of 9
6 Alternate #2 - Extend North Parking Lot, Connect North Parking Lot to New Parking Lot & Flush Seals Number Grading and Surfacing Items Quantity Unit 2.1 Mobilization 1 LS $ 15, $ 15, $ 22, $ 22, $ 1, $ 1, Traffic Control 1 LS $ $ $ 1, $ 1, $ 1, $ 1, Remove Asphalt Surfacing 152 SqYd $ 1.50 $ $ 5.00 $ $ 4.00 $ Remove Concrete Sidewalk/Surfacing 4,381 SqFt $ 0.50 $ 2, $ 1.50 $ 6, $ 0.50 $ 2, Remove Curb & Gutter 1,037 Ft $ 3.50 $ 3, $ 3.00 $ 3, $ 3.00 $ 3, Unclassified Excavation 3,297 CuYd $ 3.00 $ 9, $ 3.00 $ 9, $ 2.50 $ 8, Placing Topsoil 467 CuYd $ 6.00 $ 2, $ 5.00 $ 2, $ 6.00 $ 2, Waste 2,765 CuYd $ 6.00 $ 16, $ 4.50 $ 12, $ 4.00 $ 11, Scarify and Recompact (8") 1,359 CuYd $ 8.00 $ 10, $ 2.50 $ 3, $ 2.50 $ 3, High Flow Silt Fence 550 Ft $ 3.00 $ 1, $ 2.10 $ 1, $ 2.17 $ 1, " Draintile (PVC or Dual-Walled Polyethylene) 988 Ft $ 8.50 $ 8, $ $ 13, $ $ 11, " Draintile (PVC or Dual-Walled Polyethylene) 507 Ft $ 9.50 $ 4, $ $ 7, $ $ 8, High Performance Geotextile Fabric 6,114 SqYd $ 3.00 $ 18, $ 2.50 $ 15, $ 1.92 $ 11, Base Course (15") 5,100 Ton $ 9.00 $ 45, $ 8.75 $ 44, $ 8.75 $ 44, Curb and Gutter, Rollover 550 Ft $ $ 6, $ $ 5, $ 9.16 $ 5, " PCC Fillet Section 50.0 SqYd $ $ 3, $ $ 3, $ $ 2, Concrete Valley Gutter 250 SqFt $ 6.00 $ 1, $ 4.20 $ 1, $ 4.45 $ 1, Page 6 of 9
7 2.18 Asphalt Concrete, Class E, Natural Agg. 540 Ton $ $ 38, $ $ 42, $ $ 37, Asphalt Concrete, Class G, 85% Quartzite 540 Ton $ $ 46, $ $ 44, $ $ 46, SS-1h or CSS-1h Asphalt for Tack 1.4 Ton $ 1, $ 1, $ $ 1, $ $ 1, SS-1h or CSS-1h Asphalt for Flush 12.4 Ton $ 1, $ 14, $ 2, $ 31, $ $ 9, Sand for Flush Seal 230 Ton $ $ 8, $ $ 7, $ $ 9, Sweeping Asphalt Parking Lot 1 LS $ 2, $ 2, $ 2, $ 2, $ 1, $ 1, Pavement Marking Paint, White 85.0 Gal $ $ 9, $ $ 8, $ $ 8, Alternate #2 - Lighting to Extend North Parking Lot Number Lighting / Electrical Items Quantity Unit Subtotal: $ 273, $ 291, $ 235, Corrected Anomaly 2.25 Type PL Luminaires - Includes pole, base & grounding 5 Each $ 5, $ 25, $ 5, $ 28, $ 5, $ 29, /2"C - 3 #6- Includes conduit, conductors, trenching, 1-1/2"C - 4 #6- Includes conduit, conductors, trenching, 140 Ft $ $ 1, $ 7.48 $ 1, $ 7.72 $ 1, Ft $ $ 7, $ 8.46 $ 4, $ 8.73 $ 4, Alternate #2 Total: Subtotal: $ 34, $ 33, $ 34, $ 307, $ 325, $ 270, Corrected Anomaly Page 7 of 9
8 Alternate #3 - Connect Existing Parking Lots Number Grading and Surfacing Items Quantity Unit 3.1 Mobilization 1 LS $ 12, $ 12, $ 20, $ 20, $ 1, $ 1, Traffic Control 1 LS $ $ $ 1, $ 1, $ 1, $ 1, Remove Street Surfacing, Asphalt 137 SqYd $ 3.00 $ $ 5.00 $ $ 4.00 $ Remove Concrete Sidewalk/Surfacing 4,223 SqFt $ 0.50 $ 2, $ 1.50 $ 6, $ 0.50 $ 2, Remove Curb & Gutter 1,142 Ft $ 3.50 $ 3, $ 3.00 $ 3, $ 3.00 $ 3, Remove SDSU Permit Parking Sign 2 Each $ $ 1, $ $ $ $ Unclassified Excavation 1,627 CuYd $ 3.00 $ 4, $ 3.00 $ 4, $ 2.50 $ 4, Waste 1,494 CuYd $ 4.00 $ 5, $ 4.50 $ 6, $ 4.00 $ 5, Scarify and Recompact (8") 766 CuYd $ 8.00 $ 6, $ 2.50 $ 1, $ 2.50 $ 1, " Draintile (PVC or Dual-Walled Polyethylene) 956 Ft $ 9.00 $ 8, $ $ 12, $ $ 11, High Performance Geotextile Fabric 3,445 SqYd $ 3.00 $ 10, $ 2.50 $ 8, $ 2.17 $ 7, Base Course (15") 2,900 Ton $ 9.00 $ 26, $ 8.75 $ 25, $ 8.50 $ 24, Curb and Gutter (Standard 30" Wide) 203 Ft $ $ 2, $ $ 2, $ 9.16 $ 1, Concrete Valley Gutter 2,585 SqFt $ 6.00 $ 15, $ 3.94 $ 10, $ 4.45 $ 11, Asphalt Concrete, Class E, Natural Agg. 320 Ton $ $ 23, $ $ 24, $ $ 22, Asphalt Concrete, Class G, 85% Quartzite 320 Ton $ $ 27, $ $ 26, $ $ 27, SS-1h or CSS-1h Asphalt for Tack 0.8 Ton $ 1, $ $ $ $ $ Pavement Marking Paint, White 12.0 Gal $ $ 1, $ $ 1, $ $ 1, Alternate #3 Total: $ 152, $ 157, $ 130, Page 8 of 9
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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
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
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Failure to acknowledge all addenda in the BID may cause rejection of the BID. See Instructions to Bidders.
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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
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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 6
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JANUARY 18, Reference Specifications, Attachment to Form 96 (BID FORM), Bid Proposal: Respectfully submitted,
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33 Ditch Bottom Inlet (DBI) -Type E $ 2, EA - 0 $ - 35 Ditch Bottom Inlet (DBI) -Type H (Modified) $ 5, EA $ 5,600.
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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
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PART A - BASE BID 106 QUALITY CONTROL & ACCEPTANCE LSUM 1.00 $ 250,000.00 $250,000.00 $ 240,978.56 $ 240,978.56 260,000.00 $ 260,000.00 201(A) CLEARING & GRUBBING LSUM 1.00 $ 30,000.00 $30,000.00 $ 17,188.20
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Unit BID ITEMS 1 1070-206-A-3 TRAFFIC CONTROL 0.5 0.5 1 LS $ 2,200.00 $ 2,200.00 $ 2,800.00 $ 2,800.00 $ 2,688.00 $ 2,688.00 $ 2,500.00 $ 2,500.00 $ 1,500.00 $ 1,500.00 $ 1,500.00 $ 1,500.00 2 2010-108-C-0
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EA 284700 1 070010 PROGRESS SCHEDULE (CRITICAL PATH) LS 1 $ 15,000 $ 15,000 2 071325 TEMPORARY FENCE (TYPE ESA) M 1250 $ 10 $ 12,500 3 074019 PREPARE STORM WATER POLLUTION PREVENTION PLAN LS 1 $ 7,000
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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
Exhibit 4 Page 1 of 8
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Fuel Adjustment Allowance USD 50,000 $ 1.00 $ 50, $ 1.00 $ 50, $ 1.00 $ 50, $ 1.00 $ 50, $ 1.00 $
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