LETTING : CALL : 056 COUNTIES : MILLE LACS
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1 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 CSAH 29 INTERSECTION. RECOMMENDATION: AWARD TO LOW BIDDER I, THE UNDERSIGNED CERTIFY THAT THIS ABSTRACT IS A CORRECT TABULATION OF ALL BIDS RECEIVED ON THIS (THESE) PROJECT(S): THAT THE LEGAL REQUIREMENTS RELATING TO COMPETITIVE BIDDING ON PUBLIC PROJECTS HAVE BEEN COMPLIED WITH: THAT SAID BIDS WERE OPENED IN PUBLIC AND AWARD HAS BEEN MADE TO THE LOWEST RESPONSIBLE BIDDER. APPROVED: STATE AID OR CONSTRUCTION ENGR ASST. DIV. DIRECTOR, OPERATIONS TOTAL % OVER % OVER RANK VENDOR NO./NAME BID LOW BID EST EST- ENGINEER'S ESTIMATE $ 5,978, % % 1 L550 LUNDA CONSTRUCTION CO $ 6,676, % % 2 R140 REDSTONE CONSTRUCTION COMPANY INC $ 6,844, % % SECTION 0001 FEDERAL 80%/STATE 20% SP /00010 LUMP MOBILIZATION / EACH COMBINATION FIELD LABORATORY-OFFICE / HOUR TRAINEES
2 p\lcp2a9.tmp: Page 2 PAGE : /00010 LUMP MAINT AND RESTORATION OF HAUL ROADS /00010 LUMP CLEARING AND GRUBBING / L F PAVEMENT MARKING REMOVAL-PERMANENT / L F REMOVE WATER MAIN / L F REMOVE SEWER PIPE (STORM) / L F REMOVE CURB AND GUTTER / L F REMOVE STONE RETAINING WALL / L F REMOVE WOVEN WIRE FENCE / L F REMOVE WOOD FENCE / L F REMOVE GUARD RAIL-PLATE BEAM / S Y REMOVE CONCRETE MEDIAN / S Y REMOVE CONCRETE WALK / S Y REMOVE PAVEMENT / S Y REMOVE CONCRETE DRIVEWAY PAVEMENT / S Y REMOVE CONCRETE APPROACH PANEL / S Y REMOVE BITUMINOUS DRIVEWAY PAVEMENT / S Y REMOVE BITUMINOUS PAVEMENT / S Y REMOVE BITUMINOUS SHOULDER PAVEMENT
3 p\lcp2a9.tmp: Page 3 PAGE : / EACH REMOVE CONCRETE APRON / EACH REMOVE MISCELLANEOUS STRUCTURES / EACH REMOVE LIGHTING UNIT / EACH REMOVE MANHOLE OR CATCH BASIN / EACH REMOVE MARKER / EACH REMOVE SIGN TYPE C / EACH REMOVE SIGN TYPE D / EACH REMOVE SIGNAL SYSTEM / EACH REMOVE LIGHT STANDARD BASE / L F SAWING CONCRETE PAVEMENT (FULL DEPTH) / L F SAWING BITUMINOUS PAVEMENT (FULL DEPTH) / EACH SALVAGE CASTING / EACH SALVAGE ENERGY ABSORBING TERMINAL / EACH SALVAGE SIGN TYPE C / EACH SALVAGE SIGN TYPE D / EACH SALVAGE SIGN TYPE SPECIAL / EACH SALVAGE BENCH /01011 LUMP HAUL SALVAGED MATERIAL
4 p\lcp2a9.tmp: Page 4 PAGE : / L F ABANDON WATER MAIN / S F SALVAGE CONCRETE PAVERS / C Y COMMON EXCAVATION / C Y SELECT GRANULAR BORROW (EV) / C Y SELECT GRANULAR BORROW MOD 10% (EV) / C Y SALVAGED TOPSOIL FROM STOCKPILE (SV) / C Y TOPSOIL BORROW MOD (LV) / S Y SHOULDER PREPARATION / C Y AGGREGATE SURFACING (CV) CLASS / C Y AGGREGATE BASE (CV) CLASS / TON AGGREGATE SHOULDERING SPECIAL / S Y MILL BITUMINOUS SURFACE (3.0") / L F EXPANSION JOINTS DESIGN E8H / S Y BRIDGE APPROACH PANELS / EACH DOWEL BARS / S Y CONCRETE PAVEMENT 8.0" / TON TYPE SP 12.5 WEARING COURSE MIXTURE (4, F)
5 p\lcp2a9.tmp: Page 5 PAGE : / C Y STRUCTURE EXCAVATION CLASS E / L F EXPANSION JOINT DEVICES TYPE SPECIAL / EACH " RC PIPE APRON / EACH " RC PIPE APRON / EACH " RC PIPE APRON / EACH TRASH GUARD FOR 27" PIPE APRON / EACH TRASH GUARD FOR 30" PIPE APRON / L F " TP PIPE DRAIN / L F " PERF PE PIPE DRAIN / EACH " PVC PIPE DRAIN CLEANOUT / L F " RC PIPE SEWER DESIGN 3006 CLASS III / L F " RC PIPE SEWER DESIGN 3006 CLASS III / L F " RC PIPE SEWER DESIGN 3006 CLASS V / L F " RC PIPE SEWER DESIGN 3006 CLASS III / L F " RC PIPE SEWER DESIGN 3006 CLASS III / L F " RC PIPE SEWER DESIGN 3006 CLASS III / L F " RC PIPE SEWER DESIGN 3006 CLASS III / L F " RC PIPE SEWER DESIGN 3006 CLASS III
6 p\lcp2a9.tmp: Page 6 PAGE : / EACH CONNECT TO EXISTING STORM SEWER /00001 LUMP IRRIGATION SYSTEM / EACH CONNECT TO EXISTING WATER MAIN / EACH HYDRANT / EACH ADJUST GATE VALVE / EACH " GATE VALVE / EACH " GATE VALVE / L F " WATERMAIN DUCTILE IRON CL / L F " WATERMAIN DUCTILE IRON CL / L F " STEEL CASING PIPE / LB DUCTILE IRON FITTINGS / L F CONSTRUCT DRAINAGE STRUCTURE DESIGN A OR F / L F CONSTRUCT DRAINAGE STRUCTURE DESIGN C OR G / L F CONSTRUCT DRAINAGE STRUCTURE DESIGN H / L F CONSTRUCT DRAINAGE STRUCTURE DESIGN / L F CONSTRUCT DRAINAGE STRUCTURE DESIGN
7 p\lcp2a9.tmp: Page 7 PAGE : / L F CONSTRUCT DRAINAGE STRUCTURE DESIGN / EACH CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL / EACH CASTING ASSEMBLY / EACH INSTALL CASTING / EACH ADJUST FRAME & RING CASTING / EACH CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL / C Y RANDOM RIPRAP CLASS III / S F " CONCRETE WALK / S F " CONCRETE WALK SPECIAL / S F " CONCRETE WALK / L F SAWING CONCRETE WALK / L F CONCRETE CURB & GUTTER DESIGN B / L F CONCRETE CURB & GUTTER DESIGN B / L F CONCRETE CURB & GUTTER DESIGN B / L F CONCRETE CURB & GUTTER DESIGN B / L F CONCRETE CURB & GUTTER DESIGN D424
8 p\lcp2a9.tmp: Page 8 PAGE : / L F CONCRETE CURB DESIGN B / L F CONCRETE CURB DESIGN V / S Y " CONCRETE DRIVEWAY PAVEMENT / S Y " CONCRETE DRIVEWAY PAVEMENT / S F TRUNCATED DOMES / EACH RELOCATE PLANTER / EACH SUPPLEMENTAL DESCRIPTION INSTALL BENCH / S F INSTALL CONCRETE PAVERS / EACH LIGHTING UNIT TYPE GD / EACH LIGHTING UNIT TYPE SPECIAL / EACH LIGHTING UNIT TYPE / EACH LIGHT BASE DESIGN E / EACH LIGHT BASE DESIGN E MODIFIED / L F " NON-METALLIC CONDUIT / L F " NON-METALLIC CONDUIT / L F UNDERGROUND WIRE 1 COND NO / L F UNDERGROUND WIRE 1 COND NO / L F ARMORED CABLE 4 COND NO 4
9 p\lcp2a9.tmp: Page 9 PAGE : / EACH SERVICE CABINET SECONDARY TYPE L / EACH EQUIPMENT PAD B / EACH HANDHOLE / EACH SERVICE EQUIPMENT / EACH UNDERGROUND CABLE SPLICE / L F TRAFFIC BARRIER DESIGN SPECIAL / L F TRAFFIC BARRIER DESIGN SPECIAL A / L F TRAFFIC BARRIER DESIGN B / EACH GUIDE POST TYPE B / EACH INSTALL ENERGY ABSORBING TERMINAL /00010 LUMP TRAFFIC CONTROL /00200 LUMP DETOUR SIGNING / EACH TRAFFIC CONTROL (SPECIAL) / EACH PORTABLE CHANGEABLE MESSAGE SIGN / S F SIGN PANELS TYPE SPECIAL / S F SIGN PANELS TYPE C / S F SIGN PANELS TYPE D / S F SIGN PANELS TYPE OVERLAY
10 p\lcp2a9.tmp: Page 10 PAGE : / EACH INSTALL SIGN TYPE C / EACH INSTALL SIGN TYPE D / EACH INSTALL SIGN TYPE SPECIAL / EACH REFERENCE POST MARKER / EACH HAZARD MARKER X / EACH SNOW PLOW MARKER X / SYS TEMPORARY SIGNAL SYSTEM / L F BALE BARRIER / L F SILT FENCE, TYPE HEAVY DUTY / L F SILT FENCE, TYPE SUPER DUTY / L F SILT FENCE, TYPE MACHINE SLICED / L F FLOTATION SILT CURTAIN TYPE STILL WATER / L F FLOTATION SILT CURTAIN TYPE MOVING WATE / EACH STORM DRAIN INLET PROTECTION / ACRE SEEDING / LB SEED MIXTURE / S Y SODDING TYPE LAWN / S Y EROSION CONTROL BLANKETS CATEGORY 3
11 p\lcp2a9.tmp: Page 11 PAGE : / S Y EROSION CONTROL BLANKETS CATEGORY / LB FERTILIZER TYPE / TON AGRICULTURAL LIME / ACRE RAPID STABILIZATION METHOD / L F REMOVABLE PREFORMED PLASTIC MARKING / EACH PAVEMENT MESSAGE (LEFT-THRU ARROW) PAIN / EACH PAVEMENT MESSAGE (LEFT ARROW) POLY PREFORM-GROUND IN / EACH PAVEMENT MESSAGE (RIGHT ARROW) POLY PREFORM-GROUND IN / EACH PAVEMENT MESSAGE (THRU ARROW) POLY PREFORM-GROUND IN / L F " SOLID LINE WHITE-PAINT / L F " DOTTED LINE WHITE-PAINT / L F " SOLID LINE YELLOW-PAINT / L F " BROKEN LINE YELLOW-PAINT / L F " SOLID LINE WHITE-EPOXY / L F " BROKEN LINE WHITE-EPOXY / L F " DOTTED LINE WHITE-EPOXY
12 p\lcp2a9.tmp: Page 12 PAGE : / L F " SOLID LINE YELLOW-EPOXY / L F " SOLID LINE YELLOW-EPOXY / L F " BROKEN LINE YELLOW-EPOXY / L F " DOUBLE SOLID LINE YELLOW-EPOXY / L F " SOLID LINE WHITE-EPOXY (GROUND IN) / L F " DOTTED LINE WHITE-EPOXY (GROUND IN) / L F " SOLID LINE YELLOW-EPOXY (GROUND IN) / L F " SOLID LINE YELLOW-EPOXY (GROUND IN) / L F " BROKEN LINE YELLOW-EPOXY (GROUND IN) / S F CROSSWALK MARKING-POLY PREFORM (GROUND IN) SECTION TOTALS $ 1,920, $ 1,799, $ 1,950, SECTION 0002 BRIDGE NO / S F RAISED MEDIAN CONCRETE (3Y46) / S F BLASTING (SPECIAL) / S F REMOVE CONCRETE WEARING COURSE / S F REMOVE SLAB TYPE /00011 LUMP CONDUIT SYSTEM (LIGHTING) SECTION TOTALS $ 20, $ 22, $ 20, SECTION 0003 BRIDGE NO 48028
13 p\lcp2a9.tmp: Page 13 PAGE : /00221 LUMP REMOVE REGULATED WASTE MATERIAL A / C Y STRUCTURAL CONCRETE (1A43) / C Y STRUCTURAL CONCRETE (3Y43) / S F BRIDGE SLAB CONCRETE (3Y36) / L F TYPE MOD P-1 (TL-2) RAILING CONCRETE (3Y46) / S F SIDEWALK CONCRETE (3Y46) / S F RAISED MEDIAN CONCRETE (3Y46) / LB REINFORCEMENT BARS / LB REINFORCEMENT BARS (EPOXY COATED) /00010 LUMP STRUCTURE EXCAVATION /00060 LUMP SLOPE PREPARATION /00075 LUMP FOUNDATION PREPARATION / L F ORNAMENTAL METAL RAILING TYPE SPECIAL / EACH ELASTOMERIC BEARING PAD TYPE / S F CONCRETE WEARING COURSE (3U17A) / EACH SUPPLEMENTAL DESCRIPTION PRECAST CONCRETE PANEL /00011 LUMP REMOVE EXISTING BRIDGE A
14 p\lcp2a9.tmp: Page 14 PAGE : / L F STEEL H-PILING DRIVEN 12" / L F STEEL H-PILING DELIVERED 12" / EACH STEEL H-TEST PILE 35 FT LONG 12" / EACH PILE ANALYSIS / EACH PILE TIP PROTECTION 12" / L F SUPPLEMENTAL DESCRIPTION PILE ADVANCEMENT /00010 LUMP DRAINAGE SYSTEM TYPE (B910) / C Y RANDOM RIPRAP CLASS III / S Y GEOTEXTILE FILTER TYPE IV (MOD) /00011 LUMP CONDUIT SYSTEM (LIGHTING) SECTION TOTALS $ 2,028, $ 2,414, $ 2,417, SECTION 0004 BRIDGE NO /00210 LUMP REMOVE REGULATED WASTE MATERIAL (BRIDGE / C Y STRUCTURAL CONCRETE (1A43) / C Y STRUCTURAL CONCRETE (3Y43) / S F BRIDGE SLAB CONCRETE (3Y36) / L F TYPE MOD P-1 (TL-2) RAILING CONCRETE (3Y46)
15 p\lcp2a9.tmp: Page 15 PAGE : / S F SIDEWALK CONCRETE (3Y46) / S F RAISED MEDIAN CONCRETE (3Y46) / LB REINFORCEMENT BARS / LB REINFORCEMENT BARS (EPOXY COATED) /00010 LUMP STRUCTURE EXCAVATION /00060 LUMP SLOPE PREPARATION /00075 LUMP FOUNDATION PREPARATION / L F ORNAMENTAL METAL RAILING TYPE SPECIAL / EACH ELASTOMERIC BEARING PAD TYPE / S F CONCRETE WEARING COURSE (3U17A) / EACH SUPPLEMENTAL DESCRIPTION PRECAST CONCRETE PANEL /00010 LUMP REMOVE EXISTING BRIDGE / L F STEEL H-PILING DRIVEN 12" / L F STEEL H-PILING DELIVERED 12" / EACH STEEL H-TEST PILE 35 FT LONG 12" / EACH PILE ANALYSIS / EACH PILE TIP PROTECTION 12"
16 p\lcp2a9.tmp: Page 16 PAGE : / L F SUPPLEMENTAL DESCRIPTION PILE ADVANCEMENT /00010 LUMP DRAINAGE SYSTEM TYPE (B910) / C Y RANDOM RIPRAP CLASS III / S Y GEOTEXTILE FILTER TYPE IV (MOD) /00011 LUMP CONDUIT SYSTEM (LIGHTING) SECTION TOTALS $ 2,008, $ 2,440, $ 2,456, CONTRACT TOTALS $ 5,978, $ 6,676, $ 6,844,967.69
AVGPR14.Y01 2/11/2014 DOES NOT INCLUDE STATE AID PROJECTS ALL ITEMS BETWEEN 12/01/13 AND 12/31/13 BY ITEM GROUP
AVERAGE BID PRICES FOR AWARDED PROJECTS 14:48 Tuesday, February 11, 2014 1 2011 2011.601/00003 CONSTRUCTION SURVEYING LS 1 $19 $18,500.00 1 2013 2013.602/00022 ROAD/WEATHER SENSOR AND CABLE EACH 3 $32
S T A T E O F M I N N E S O T A D E P A R T M E N T O F T R A N S P O R T A T I O N DATE : 05/17/00 PAGE : 1 TABULATION OF BIDS
PAGE : 1 CONTRACT DESCRIPTION : SP 03-626-17/ PLH 0399 (248) CONTRACT LOCATION: CSAH 26 WITHIN THE TAMARAC NATIONAL WILDLIFE REFUGE RECOMMENDATION: AWARD TO LOW BIDDER --------------------------------------------------------------------
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
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
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.
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)
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
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
JANUARY 18, Reference Specifications, Attachment to Form 96 (BID FORM), Bid Proposal: Respectfully submitted,
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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
NE WEST KINGSTON ROAD CULVERT REPLACEMENT
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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
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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
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OKLAHOMA TURNPIKE AUTHORITY
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
BID TABULATION PAGE 1 OF 8
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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
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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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