A DESIGN-BUILD PROJECT
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1 Price Proposal A DESIGN-BUILD PROJECT Fall Hill Avenue Widening and Mary Washington Boulevard Extension From: 0.12 Miles West of Gordon W. Shelton Boulevard To: Route 1 at Mary Washington Boulevard Fredericksburg, Virginia State Project No.: U Federal Project No.: STP-5A01(181) Contract ID No.: C DB59 Date: February 6, 2014
2 ATTACHMENT DESIGN-BUILD PRICE PROPOSAL CHECKLIST Project Name: Fall Hill Avenue Widening and Mary Washington Boulevard Extension Contract ID Number: C DB59 Contents of Price Proposal: Proposal Price, in both numbers and words (Attachment 4.8.1) Schedule of Items itemized in accordance with Part 1, Section 4.8.2, including material quantities and costs of each proposed work package Proposed Monthly Payment Schedule showing the anticipated schedule on which funds will be required and associated value of work in accordance with Part 1, Section Price Adjustment Information and Forms for Fuel, Asphalt and Steel, including identification of pay items and associated quantities eligible for adjustment (Part 3, Section 6.3, Attachments 6.3) Proposal Guaranty (C-24) required by Section of Part 5, Division I Amendments to the Standard Specifications Sworn Statement Forms (C-104, C-105, Attachments 4.8.6(a) and 4.8.6(b)) DBE Requirements Forms (C-111, C-49 and C-112) as applicable (Attachments 4.8.7(a), 4.8.7(b) and 4.8.7(c)) CD-ROM containing the entire Price Proposal in a single cohesive Adobe PDF file 1 of 1
3 4.8.1 Price Proposal
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5 4.8.2 Schedule of Items
6 Attachment State Project U VDOT Item Code 1 Item Description SCHEDULE OF ITEMS This Schedule of Items shall identify the total material quantities and costs of each proposed pay item, using item codes and units of measure that are consistent with VDOT's list of standard and non-standard item codes. Any pay items considered for price adjustments shall be identified. The values and quantities shall be clearly supported by the escrowed pricing documents. Date: 2/6/2014 Fuel (F) or Price (P) Budgeted Cost Adjustment App Quantity Unit 1 ($) NS DESIGN SERVICES 1 LS $ 5,500, MOBILIZATION 1 LS $ 1,900, CONSTRUCTION SURVEYING (CONSTR.) 1 LS $ 250, NS QUALITY ASSURANCE 1 LS $ 1,000, NS QUALITY CONTROL 1 LS $ 1,080, CLEARING & GRUBBING 1 LS $ 560, REMOVAL OF SIDEWALK & ENTRANCE 2,560 SY $ 51, REMOVAL OF COMB. CURB & GUTTER 15,301 LF $ 107, SILTATION CONTROL EXCAVATION 4,681 CY $ 131, INLET PROTECTION, TYPE A 14 EA $ 4, INLET PROTECTION, TYPE B 179 EA $ 28, INLET PROTECTION, TYPE C 19 EA $ 15, TEMP. SILT FENCE 13,408 LF $ 26, CHECK DAM, ROCK TY. I 3 EA $ 1, CHECK DAM, ROCK TY. II 26 EA $ 6, MOWING 250 HR $ 5, DEWATERING BASIN 2 EA $ 3, TEMP. SEDIMENT BASIN EXCAVATION 592 CY $ 11, REGULAR EXCAVATION F 102,953 CY $ 2,059, TOPSOIL CLASS A 12,237 CY $ 146, SETTLEMENT PLATE 4 EA $ 12, STD. COMB. CURB & GUTTER CG-6 24,004 LF $ 576, STD. CURB CG LF $ 10, STD. COMB. CURB & GUTTER CG LF $ 7, ENTRANCE GUTTER CG-9D 18 SY $ 1, CG-12 DETECTABLE WARNING SURFACE 77 SY $ 4, HYDR. CEMENT CONC. SIDEWALK 4" 7,919 SY $ 253, NS ROUNDABOUT TRUCK APRON 260 SY $ 48, MEDIAN STRIP MS-1 77 SY $ 6, MEDIAN STRIP MS-2 5,327 LF $ 319, NS SIGN/DIRECTION ISLANDS 356 SY $ 28, GUARDRAIL TERMINAL GR-11 4 EA $ 3, GUARDRAIL GR-2 1,025 LF $ 22, ALT. BREAKAWAY CABLE TERM. (GR-9) 6 EA $ 15, FIXED OBJECT ATTACH. GR-FOA-1 TY. 1 2 EA $ 5, FIXED OBJECT ATTACH. GR-FOA-2 TY.I 4 EA $ 10, FIXED OBJECT ATTACH. GR-FOA-2 TY.II 4 EA $ 2, REMOVE EXISTING GUARDRAIL 1,899 LF $ 11, REGULAR SEED 2,656 LB $ 37, OVERSEEDING 1,660 LB $ 13, LEGUME SEED 224 LB $ 5, LEGUME OVERSEEDING 140 LB $ 3, FERTILIZER ( ) 4 TON $ 6, LIME 57 TON $ 12, EROSION CONTROL MULCH 15 ACRE $ 24, SOIL STAB. MAT EC-3 TYPE A 460 SY $ 3, NS LIGHT POLE 4 EA $ 24, FENCE FE-CL 2,400 LF $ 48,000.00
7 22663 CORNER BRACE UNIT FE-CL 24 EA $ 3, LINE BRACE UNIT FE-CL 8 EA $ 1, NS FE-CL GATE (DOUBLE SWING) 4 EA $ 1, FENCE FE-W1 800 LF $ 4, LINE BRACE FE-W1 10 EA $ 1, CORNER BRACE FE-W1 2 EA $ CONCRETE CLASS A4 F 1,379 CY $ 1,034, CONCRETE CLASS A4 BRIDGE APPR. SLAB 205 CY $ 154, REINF. STEEL BRIDGE APPROACH SALB 30,814 LB $ 36, BRIDGE DECK GROOVING 2,782 SY $ 8, PRESTRESSED CONCRETE BULB-T 53" DEPTH +80'-90' 40 EA $ 1,000, CORROSION RESISTANT REINFORCING STEEL, CLASS I 302,667 LB $ 756, RAILING, BR27C, 4 RAILS 927 LF $ 397, PEDESTRIAN FENCE 9' 847 LF $ 118, MSE WALLS (RETAINING STRUCTURE) 4,978 SF $ 323, SELECT MATERIAL 3,638 TN $ 127, STRUCTURE EXCAVATION F 6,567 CY $ 525, GEOCOMPOSITE WALL DRAIN 67 SY $ 1, PIPE UNDERDRAIN 6" 232 LF $ 2, EPS MATERIAL 47 CY $ 12, CONCRETE CLASS A3 F 836 CY $ 669, REINFORCING STEEL 228,107 LB $ 262, CORROSION RESISTANT REINFORCING STEEL, CLASS I 8,623 LB $ 21, CONTRACT NBIS ACCESS, UNDER BRIDGE INSPECTION 6 DAY $ 19, BRIDGE ELECTRICAL CONDUIT SYSTEM 1 LS $ 35, CONSTRUCTION ACCESS 1 LS $ 250, DYNAMIC PILE TEST (END BEARING PILES) 6 EA $ 15, STEEL PILES 12" 1,890 LF $ 168, PILE POINT FOR 12" STEEL PILE 36 EA $ 4, STEEL PILES 14" 3,480 LF $ 271, PILE POINT FOR 14" STEEL PILE 96 EA $ 14, PIER PROTECTION BARRIER 420 LF $ 157, NS BRIDGE INCIDENTALS INSPECT STRUCTURE 1 LS $ 10, NS ENV.& WORKER PROTECT. STR. NO LS $ 12, NS MATERIAL DISPOSAL STR. NO. 6082, TYPE 1 LS $ 3, REMOVE EXISTING STR. NO LS $ 325, UNDERDRAIN UD-1 (MODIFIED) 850 LF $ 8, UNDERDRAIN UD-2 4,994 LF $ 159, UNDERDRAIN UD-3 11,192 LF $ 167, UNDERDRAIN UD-4 19,286 LF $ 115, COMB. UNDERDRAIN CD LF $ 7, OUTLET PIPE 543 LF $ 46, ENDWALL EW-12 2 EA $ 2, POST INSTALLATION INSPECTION 12,079 LF $ 12, " STORM SEWER PIPE 6,009 LF $ 600, " STORM SEWER PIPE 1,959 LF $ 195, " STORM SEWER PIPE 2,182 LF $ 229, " STORM SEWER PIPE 33 LF $ 4, " STORM SEWER PIPE 1,034 LF $ 139, " STORM SEWER PIPE 354 LF $ 61, " STORM SEWER PIPE 375 LF $ 84, " STORM SEWER PIPE 170 LF $ 46, " END SECTION ES-1 6 EA $ 4, " END SECTION ES-1 1 EA $ " END SECTION ES-1 1 EA $ 1, " END SECTION ES-1 1 EA $ 1, " END SECTION ES-1 2 EA $ 3, " END SECTION ES-1 1 EA $ 2, CONCRETE CLASS A3 MISC F 76 CY $ 60,600.00
8 06817 DROP INLET DI-3B, L=4' 5 EA $ 17, DROP INLET DI-3B, L=6' 36 EA $ 144, DROP INLET DI-3B, L=8' 25 EA $ 112, DROP INLET DI-3B, L=10' 10 EA $ 45, DROP INLET DI-3B, L=12' 1 EA $ 5, DROP INLET DI-3B, L=14' 2 EA $ 11, DROP INLET DI-3B, L=20' 1 EA $ 7, DROP INLET DI-3BB, L=6' 4 EA $ 18, DROP INLET DI-3BB, L=8' 10 EA $ 60, DROP INLET DI-3BB, L=10' 1 EA $ 8, DROP INLET DI-3BB, L=12' 1 EA $ 7, DROP INLET DI-4B, L=6' 4 EA $ 20, DROP INLET DI-4BB, L=6' 3 EA $ 21, DROP INLET DI-3C, L=6' 6 EA $ 24, DROP INLET DI-3C, L=8' 7 EA $ 28, DROP INLET DI-3C, L=10' 2 EA $ 9, DROP INLET DI-3C, L=12' 1 EA $ 4, DROP INLET DI-3CC, L=10' 1 EA $ 5, DROP INLET DI-4CC, L=8' 1 EA $ 7, DROP INLET DI-3A 9 EA $ 27, DROP INLET DI-3AA 1 EA $ 3, DROP INLET DI-7 2 EA $ 8, DROP INLET DI-1 2 EA $ 6, MANHOLE MH-1 OR MH-2 7 EA $ 21, FRAME AND COVER MH-1 10 EA $ 3, NS SWM STRUCTURE 2 EA $ 28, EROS. CONTR. STONE CL. A1 EC1 87 SY $ 13, EROS. CONTR. STONE CL 1 EC1 F 53 SY $ 7, EROS. CONTR. STONE CL 2 EC1 28 SY $ 5, NS REMOVE EX. PIPE 2,497 LF $ 49, NS REMOVE EX. STRUCTURE 23 EA $ 11, FLOWABLE BACKFILL 77 CY $ 30, NS UTILITIES 1 LS $ 4,900, AGGR. BASE MAT. TY. I NO. 21A OR 21B F 36,640 TON $ 1,282, CRUSHER RUN AGGR. NO. 25 OR 26 F 500 TON $ 25, ASPHALT CONCRETE TY. IM-19.0A F & P 12,654 TON $ 885, ASPHALT CONCRETE TY. SM-9.5A F & P 1,638 TON $ 114, ASPHALT CONCRETE TY. SM-9.5D F & P 7,819 TON $ 547, ASPHALT CONCRETE TY. BM-25.0A F & P 22,087 TON $ 1,325, NS SAW-CUT ASPH CONC FULL DEPTH 16,942 LF $ 50, FLEXIBLE PAVEMENT PLANING F 32,011 SY $ 64, DEMO. OF PAVEMENT (FLEXIBLE) F 26,116 SY $ 130, TY. B CLI PAVE. LINE MARK. 6" 2,679 LF $ 6, TY. B CL I PAVE. LINE MARK. 4" 45,396 LF $ 22, TY. B CL I PAVE. LINE MARK. 24" 1,112 LF $ 10, TY. B CL VI PAVE. LINE MARK. 4" CONT 909 LF $ 4, TY. B CL VI PAVE LINE MARK. 6" 1,098 LF $ 4, ERAD. OF EXIST. PAVE. MARKING 45,375 LF $ 36, SNOW PLOW. RAISED PAVE. MARK. 469 EA $ 14, TYPE B, CLASS 1, YIELD MARKINGS 48 LF $ PAVE. MESS. MARK. ELONG. ARROW SINGLE 100 EA $ 10, PAVE. MESS. MARK. ELONG. ARROW DOUBLE 1 EA $ PAVEMENT MESSAGE MARK. "ONLY" 3 EA $ 1, NS PAVE. MESS. MARK. HANDICAP 2 EA $ 2, NS REMOVE SIGN POST 66 EA $ 6, NS NEW SIGN POST 116 EA $ 12, NS SIGN FOUNDATION 116 EA $ 46, NS RELOCATE EXISTING SIGN PANEL 10 EA $ 2, SIGN PANEL 987 SF $ 29,610.00
9 51000 NS SIGNALIZATION 1 LS $ 600, NS TEMPORARY SIGNALIZATION 1 LS $ 60, ALLAYING DUST 352 HR $ 26, TYPE III BARRICADE 8' 19 EA $ 13, CONSTRUCTION SIGNS 2,004 SF $ 80, TRUCK MOUNTED ATTENUATOR 1,225 HR $ 42, GROUP 2 CHANNELIZING DEVICES 248,220 DAY $ 124, PORTABLE CHANGEABLE MESSAGE SIGN 4 EA $ 60, ELECTRONIC ARROW 2 EA $ 7, FLAGGER SERVICE 910 HR $ 40, PAVE. MESS. MARK. ELONG. ARROW SIN 26 EA $ 2, CONSTR. PAVE. MARK. (TY. F, CL. II) 4" 61,081 LF $ 30, NS TRAFFIC BARRIER SERVICE SINGLE FACE 425 LF $ 31, TRAF.BARR.SER.CONC.DOUBLE FACE 1,870 LF $ 37, IMPACT ATTEN. SER. TYPE I-A 6 EA $ 42, NS BALL FIELD CONSTRUCTION 1 LS $ 200, NS RELOCATE PRECAST STORAGE BUILDING 1 LS $ 5, NS FIELD OFFICE TY. I 24 MO $ 52, NS PUBLIC RELATIONS 1 LS $ 175, NS ENVIRONMENTAL CREDITS 1 LS $ 300, NS RELOCATE STONE GATES 1 LS $ 100, PROGRESS SCHEDULE BASELINE 1 LS $ 25, PROGRESS SCHEDULE UPDATES 30 EA $ 42, RETAINING WALL 13,454 SF $ 979, RETAINING WALL EXCAVATION F 7,694 CY $ 190, RETAINING WALL SOE 4,380 SF $ 330, NOISE WALL 14,057 SF $ 858, Use five digit item codes and units of measure that are consistent with VDOT's list of standard and non standard item codes (i.e Mobilization; Regular Excavation, etc...).
10 4.8.3 Proposed Monthly Payment Schedule
11 4.3.3 Proposed Monthly Payment Schedule FALL HILL AVENUE WIDENING AND MARY WASHINGTON BOULEVARD EXTENSION STATE PROJECT NO: U Contract ID # C DB59 Description Unit Value Apr 14 May 14 Jun 14 Jul 14 Aug 14 Sep 14 Oct 14 Nov 14 Dec 14 Jan 15 Feb 15 Mar 15 Apr 15 May 15 Jun 15 Jul 15 Aug 15 Sep 15 Oct 15 Nov 15 Dec 15 Design Services LS $5,500, $ 825, $ 825, $ 825, $ 550, $ 550, $ 550, $ 275, $ 275, $ 275, $ 275, $ 137, $ 137, Mobilization LS $2,150, $ 1,075, $ 1,075, Quality Assurance (QA) (Construction) LS $1,000, $ 29, $ 29, $ 29, $ 29, $ 29, $ 29, $ 29, $ 29, $ 29, $ 29, $ 29, $ 29, $ 29, $ 29, $ 29, $ 29, $ 29, $ 29, $ 29, $ 29, $ 29, Quality Control (QC) (Construction) LS $1,080, $ 43, $ 43, $ 43, $ 43, $ 43, $ 43, $ 43, $ 86, $ 43, $ 43, Earthwork LS $3,171, $ 158, $ 158, $ 158, $ 634, $ 475, $ 475, Roadway Incidentals LS $1,515, $ 45, $ 45, $ 60, $ 106, $ 75, $ 37, Bridge (Structures) LS $6,739, $ 134, $ 134, $ 202, $ 269, $ 269, $ 673, $ 269, $ 606, $ 269, $ 269, Drainage (Structures) LS $2,727, $ 204, $ 204, $ 177, $ 149, $ 327, $ 681, Utilities LS $4,900, $ 122, $ 122, $ 122, $ 122, $ 245, $ 245, $ 490, $ 490, $ 490, $ 490, $ 490, $ 490, $ 245, $ 245, $ 245, $ 245, Pavement LS $4,425, $ 132, $ 132, $ 177, $ 309, $ 221, $ 110, Permanent Traffic Control/Signage LS $870, $ 200, $ 200, $ 20, $ 220, Maintenance of Traffic LS $538, $ 26, $ 25, $ 25, $ 25, $ 25, $ 25, $ 25, $ 25, $ 25, All Other Costs LS $899, $ 25, $ 25, $ 25, $ 151, $ 151, $ 1, $ 1, $ 1, $ 1, $ 1, $ 18, $ 18, $ 55, $ 110, $ 105, $ 105, $ 5, $ 5, $ 5, $ 5, $ 5, Retaining Walls LS $1,499, $ 350, $ 500, $ 315, Noise Walls LS $858, $ 110, Monthly Totals: $37,876, $1,954, $1,997, $879, $853, $853, $703, $428, $550, $550, $795, $675, $810, $780, $1,264, $1,300, $896, $1,585, $1,233, $2,569, $1,973, $2,324,541.94
12 4.8.4 Price Adjustment Forms
13 American Infrastructure-VA, Inc. Adjustments to Prices Section Contract ID No. C DB59 PAY ITEMS AND ASSOCIATED QUANTITIES Associated quantities for asphalt pricing adjustment and fuel adjustment provisions which American Infrastructure-VA, Inc. elects to use for Fall Hill Ave Widening and Mary Washington Boulevard Extension design-build price proposal are as follows: 6.3(a) Asphalt Price Adjustment ITEM ITEM DESCRIPTION QUANTITY UNIT NUMBER ASPHALT CONCRETE TY. IM-19.0A 12,654 TON ASPHALT CONCRETE TY. SM-9.5A 1,638 TON ASPHALT CONCRETE TY. SM-9.5D 7,819 TON ASPHALT CONCRETE TY. BM-25.0A 22,087 TON 6.3(c) Fuel Price Adjustment ITEM NUMBER ITEM DESCRIPTION QUANTITY UNIT FUEL FACTOR gal/unit REGULAR EXCAVATION 102,953 CY CONCRETE CLASS A3 MISC. 76 CY EROSION CONTROL STONE CLASS I, EC-1 53 TON AGGR. BASE MATL. TY. I NO. 21A OR 21B 36,640 TON ASPHALT CONCRETE TY. IM-19.0A 12,654 TON FLEXIBE PAVEMENT PLANING 32,011 SY ASPHALT CONCRETE TY. SM-9.5A 1,638 TON ASPHALT CONCRETE TY. SM-9.5D 7,819 TON ASPHALT CONCRETE TY. BM-25.0A 22,087 TON RETAINING WALL EXCAVATION 7,694 CY CRUSHER RUN AGGREGATE NO. 25 OR TON DEMOLITION OF PAVEMENT (FLEXIBLE) 26,116 SY CONCRETE CLASS A4 1,379 CY STRUCTURE EXCAVATION 6,567 CY CONCRETE CLASS A3 836 CY 1.892
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19 Request for Proposals Part 4 General Conditions of Contract August 19, 2013 Fall Hill Avenue Widening and Mary Washington Boulevard Extension Fredericksburg, Virginia Project No. U Contract ID # C DB59 FORM FOR PRICE ADJUSTMENT FOR ELIGIBLE STEEL ITEMS ON DESIGN-BUILD PROJECTS Must be supplied with Price Proposal for Department Participation (All prices to be supported by project-specific quotes) DATE FOR RECEIPT OF PRICE PROPOSAL Note: All prices (costs) are to include any surcharges on materials quoted. Vendors must include this surcharge with their cost. All prices (costs) are F.O.B. from the originating mill. Item Number Item Description Quantity Unit Unit Price Supplier Date of Quote We/I, the undersigned, understand that by supplying prices for the steel items listed above and signing this form we are declaring our desire to apply the Special Provision For Steel Adjustment for Design-Build Projects to this Price Proposal and contract. The terms and conditions for participation are as stated in the Special Provision For Steel Adjustment for Design-Build Projects. Design-Builder Date Commonwealth of Virginia Virginia Department of Transportation Page 3 of 8
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25 4.8.5 Proposal Guaranty Form C-24
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29 4.8.6 Sworn Statements
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33 4.8.7 DBE Documents
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65 C-78 Addendum 3
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67 American Infrastructure-VA, Inc. 301 Concourse Blvd. Suite 300 Glen Allen, VA Rinker Design Associates, P.C. 301 Concourse Blvd. Suite 120 Glen Allen, VA
DISTRICT AVERAGES 31, 2014 THROUGH 1, 2016 ITEM ITEM DESCRIPTION UNIT MINIMUM MAXIMUM AVERAGE DISTRICT
100 MOBILIZATION LS $ 20,000.00 $ 143,384.14 $ 74,567.11 BRSTL 101 CONSTRUCTION SURVEYING (CONSTR.) LS $ 2,500.00 $ 59,277.82 $ 13,090.66 BRSTL 102 CONSTRUCTION SURVEYING(MIN. PLAN) LS $ 15,000.00 $ 15,000.00
DISTRICT AVERAGES 1, 2016 THROUGH 1, 2018 ITEM ITEM DESCRIPTION UNIT MINIMUM MAXIMUM AVERAGE DISTRICT
100 MOBILIZATION LS $ 15,000.00 $ 143,384.14 $ 69,597.83 BRSTL 101 CONSTRUCTION SURVEYING CONSTR. LS $ 2,000.00 $ 59,277.82 $ 12,621.73 BRSTL 102 CONSTRUCTION SURVEYING MIN.-PLAN LS $ 15,000.00 $ 15,000.00
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
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
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
ENGINEER'S ESTIMATE OF PROBABLE COST CCTA I 680 NORTH EXPRESS LANE PROJECT (SOUTHBOUND ONLY) EA 04 4H % PS&E Submittal
Page: 1 of 8 (F) Description 1 050000A CONTRACTOR STAKING LS 1 $ $ 2 070030 LEAD COMPLIANCE PLAN LS 1 $ $ 3 080000A POTHOLING LS 1 $ 50,000.00 $ 50,000.00 4 080050 PROGRESS SCHEDULE (CRITICAL PATH METHOD)
OKLAHOMA TURNPIKE AUTHORITY
PART A - BASE BID PART A - BASE BID 106 QUALITY CONTROL & ACCEPTANCE LSUM 1.00 $ 40,000.00 $40,000.00 $ 61,320.82 $ 61,320.82 $ 45,000.00 $ 45,000.00 201(A) CLEARING & GRUBBING LSUM 1.00 $ 150,000.00 $150,000.00
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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
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
BIDDER'S PROPOSAL TO THE HONORABLE MAYOR AND MEMBERS OF THE CITY COUNCIL
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ADDENDUM NO. ONE Notice is hereby given that on April 26, 2019 at 11:00 AM (Prevailing time), sealed proposals will be opened and read in public by the Purchasing Department in the Mercer County McDade
AVERAGE OF BID ITEMS ENGINEERS ESTIMATE
ROADWAY 1 Mobilization 1 LS $ 990,048.50 $ 80,000.00 $ 880,000.00 $ 880,000.00 $ 950,000.00 $ 950,000.00 $ 967,510.00 $ 967,510.00 $ 1,162,684.00 $ 1,162,684.00 2 Maintenance of Traffic ( incl. Pedestrian
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
Engineer's Preliminary Estimate - 100% Submittal
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
OKLAHOMA TURNPIKE AUTHORITY
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
SUBDIVISION IMPROVEMENTS AGREEMENT
SUBDIVISION IMPROVEMENTS AGREEMENT THIS AGREEMENT, made between GLEN DEVELOPMENT COMPANY, hereinafter called the "Subdivider," and El Paso County by and through the Board of County Commissioners of El
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May 10, 2016 HEB-MC-61 PART A ROADWAY - BASE BID 202(A) - UNCLASSIFIED EXCAVATION - CY 34,946.00 $ 6.00 209,676.00 $ 7.98 $ 278,869.08 205(A) - TYPE A-SALVAGED TOPSOIL - LSUM 1.00 $ 22,500.00 $ 22,500.00
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PART A - BASE BID 106 QUALITY CONTROL & ACCEPTANCE LSUM 1.00 $ 70,000.00 $70,000.00 $ 15,735.00 $ 15,735.00 $ 60,000.00 $ 60,000.00 $ 25,000.00 $ 25,000.00 $ 20,000.00 $ 20,000.00 201(A) CLEARING & GRUBBING
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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 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 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
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ROADWAY 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 BRIDGE 37 38 39 40 41 42 43 REGULAR PAY Mobilization 1 LS $ 424,200.00 $ 238,930.61 $ 445,000.00
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