B E C K E R & F R O N D O R F Construction Cost Consulting Project Management
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1 Project: Okehocking Nature Center Number: 07142E2 Client: M2 Architecture Date: June 5, 2009 Phase: DD B E C K E R & F R O N D O R F Construction Cost Consulting Project Management ESTIMATE SUMMARY CODE DESCRIPTION 3.7 AC COST A Site Demolition $34,300 B Hardscape $366,780 C Landscaping $271,660 D Stormwater Management $44,280 E Pavilion $515,890 F Mechanical/Electrical & Utilities $178,530 Subtotal $1,411,440 General Conditions / O. H. & P. 15.0% $211,560 Bond 1.0% $16,000 Contingency 10.0% $164,000 Total $1,803,000 Notes Costs are current for Spring 2009; escalation is not included. Alternates Pervious Asphalt Path ILO Stone Dust 6,000 SF Add $13,000 Page 1
2 . Page 2
3 ESTIMATE Proj: Okehocking Nature Center Date: June 5, 2009 CODE DESCRIPTION QUANTITY UNIT UNIT COST COST A Site Demolition A1 Demolition - Pole Barn/100'x50'/No Details 1 LS 10, ,000 A2 - Concrete Slab/Salvage Pieces for Reuse 5,000 SF ,000 A3 - Asphalt Paving 100 SY A4 - Crushed Stone Drive 3,000 SY ,500 A5 - Concrete Pad 2 EA A6 - Stone Walls/Dry Stack/Salvage Stone For Reus 100 LF ,000 A7 - Propane Tank 1 EA 1, ,000 A8 - Trees/28" Diam 1 EA A9-12" to 18" Diam 7 EA ,400 A10 Granite Monument - Relocate Exg/Assume Small 1 LS 1, ,000 A11 0 A12 0 Subtotal 34,300 B Hardscape B1 Earthwork - Cut to Fill 1,210 CY ,150 B2 - Fill 1,440 CY ,600 B3 - Borrow 230 CY ,600 B4 - Fine Paving Areas/Allowance 38,000 SF ,000 B5 Asphalt Paving 1,250 SY ,500 B6 Pervious Asphalt - Excavate/15" Avg 480 CY ,200 B7 - Pervious Asphalt Paving * 1,160 SY ,720 B8 Pervious Concrete Sidewalks w/6" Stone Subbase 460 SF ,600 B9 Turf Paving - GrassPave w/ 6" Stone Subbase * 4,655 SF ,280 B10 Stone Fines Path - 6'W/4" D 6,000 SF ,000 B11 Gravel Service Drive/Farmhouse Drive 3,200 SF ,800 B12 Concrete Rubble from Gravel/Stone Fi 2,340 SF ,850 B13 Curbs - Concrete 220 LF ,300 B14 HC Curb Ramp 1 EA B15 Boulder Steps - Stone/Geotextile 50 EA ,000 B16 Stone Walls - Dry Stack/2.5' H Avg/ From Salvage 100 LF ,000 Page 3
4 B17 - From Imported Stone 365 LF ,000 B18 Riverstone Edge - 18" W x3"d/stones/geotextile 200 LF ,000 B19 - Steel Edging/6" 400 LF ,000 B20 Parking Lot - Standard Spaces 44 EA B21 - HC 2 EA B22 - Roadway/4" White Line 250 LF B23 Wheel Stops 18 EA ,350 B24 Site Accessories - Boulder Table/No Spec 1 EA 2, ,500 B25 Boulder Seats - From Site 15 EA ,500 B26 Wood Guard Entry Drive/Parking 310 LF ,300 B27 0 B28 0. Subtotal 366,780 Page 4
5 ESTIMATE Proj: Okehocking Nature Center Date: June 5, 2009 CODE DESCRIPTION QUANTITY UNIT UNIT COST COST C Landscaping C1 Ground Preparation - Tilling/Composting 117,000 SF ,250 C2 Woodland Groundcover Plugs -18" OC 55,000 SF ,500 C3 Meadow Plugs -12" OC 1,130 SF ,830 C4 Perennial Plugs - 12" OC 100 SF C5 Seed/Fertilize - Meadow 50,000 SF ,500 C6 - Lawns 11,000 SF ,200 C7 Bioretention Area - Planting Mix 30 CY ,800 C8 - Plants/Aquilegia Canadensis/Wild Columbine 30 EA C9 - Aster Cordifolius 30 EA C10 - Silene Virginica 27 EA C11 Trees - 2.5" Cal/B&B/No Spec 75 EA ,000 C12 - Container Size #7 114 EA ,500 C13 - Container Size #2 73 EA ,950 C14 Shrubs 126 EA ,450 C15 0 C16 0 C17 0 C18 0 C19 0 C20 0 Subtotal 271,660 D Stormwater Management D1 Curb Inlet - PC Conc/Type M/Bicycle Safe Grate 2 EA 3, ,000 D2 - Relocate Exg Inlet 1 EA 1, ,500 D3 - RCP/12" 40 LF ,600 D4 - Exg Storm Sewer/Rte 3 1 LS 2, ,500 D5 Drain Basin - PVC/12"Ø 2 EA ,000 D6 - PVC/24"Ø 1 EA D7 - Piping/HDPE/10" 80 LF ,000 D8 Concrete Catch Basin/24"x24" 9 EA 1, ,500 Page 5
6 D9 Infiltration Trench - Excavate 160 LF ,400 D10 - Filter Fabric/Geotextile 1,280 SF ,280 D11 - Stone Aggregate 20 CY ,000 D12 - Piping/Perforated HDPE/6" 160 LF ,200 D13 Vegetated Swale - Excavate/Erosion Ctrl Mat/Etc 190 LF ,800 D14 Level Spreader - Perforated HDPE/Stone/Etc 1 EA 1, ,500 D15 Bioretention Area - Excavate 8"/Geotextile 1 LS 1, ,200 D16 - Piping/HDPE/12" 30 LF ,050 D17 - Plantings 1 LS - w/landscaping D18 0 D19 0 D20 0. Subtotal 44,280 Page 6
7 ESTIMATE Proj: Okehocking Nature Center Date: June 5, 2009 CODE DESCRIPTION QUANTITY UNIT UNIT COST COST E Pavilion E1 Earthwork - Fine Bldg Footprint/Porch 3,000 SF ,000 E2 - Lower Level 120 CY ,000 E3 Foundations - Footings/Conc/Strip/4x1 110 LF ,500 E4 - Concrete Decking 12 EA ,000 E5 - Basement Walls/Conc/9'H 990 SF ,700 E6 - Below Grade Conc Walls 420 SF ,150 E7 - Slab-on-Grade 1,020 SF ,120 E8 - Thickened Slab/Scope Unclear 32 LF E9 - Perimeter Drainage 100 LF ,500 E10 - Chimney Foundation/Footing/Not Shown 1 LS 10, ,000 E11 Roof Framing - Glulam 3,260 SF ,900 E12 - Posts/Glulam/15' H Avg 27 EA ,250 E13 - Roof Deck/From Salvage/3" 3,260 SF ,600 E14 Floor Framing - Supported Floor/ TJI Joist 500 SF ,000 E15 - Deck/Not Detailed 500 SF ,750 E16 Roofing - Standing Seam/Galvalume & Flashing 3,260 SF ,500 E17 - Toilets/Storage 500 SF ,500 E18 - Gutters & Downspouts/Not Shown 120 LF ,800 E19 - Connect Downspouts to Rainwater Cistern 1 LS E20 Exterior Wall - Stone Veneer/From Salvage 1,670 SF ,450 E21 - Backup/Assume CMU 1,280 SF ,200 E22 - Backup/Basement Wall 390 SF - w/basement Wall E23 - Wd Framed/Lattice & Wire Bsmt 560 SF ,400 E24 Interior Partitions - CMU 520 SF ,800 E25 Windows - No Specs/Assume Wd Fr/Insul 3 EA 1, ,600 E26 Doors - Toilets/Storage/Janitors 6 EA 1, ,000 E27 - Lower Level/Assume Wire Mesh 1 PR 1, ,000 E28 Chimney - Stone Veneer/Backup CMU 600 SF ,000 E29 Porch & Bridge/Decking/Framing - Trex 2,500 SF ,500 E30 - Wd Railings/Posts/Black Locust/No Details 230 LF ,000 E31 Interior Finishes - Toilets 310 SF ,880 E32 - Sealed Janitors/Storage/Composting 690 SF E33 Base - Toilet Rms 100 LF ,250 E34 Walls - Paint 2,800 SF ,500 Page 7
8 E35 Ceilings - Main Floor 500 SF ,000 E36 - Lower Level 500 SF - No Work E37 Toilet Rm Accessories - Toilet Partitions 6 EA 1, ,000 E38 - TP Dispensers 6 EA E39 - Napkin Disposal/Partition Mtd 4 EA E40 - Mirrors 6 EA ,200 E41 - Soap Dispenser 6 EA E42 - HC Grab Bar Sets 2 EA E43 - Paper Towel Dispenser/Disposal 2 EA E44 0 E45 0 E46 0. Subtotal 515,890 Page 8
9 ESTIMATE Proj: Okehocking Nature Center Date: June 5, 2009 CODE DESCRIPTION QUANTITY UNIT UNIT COST COST F Mechanical/Electrical & Utilities F1 Plumbing - Composting Toilets/Assume Clivus 6 EA 5, ,000 F2 - Waterless Urinals 2 EA ,500 F3 - Lavs/Low Flow 6 EA ,900 F4 - Mop Basin 1 EA F5 - EWC/Bi-Level 1 EA 2, ,500 F6 - Rough-in 16 EA ,000 F7 - Water Heater/Elec Instantaneous/Point of Use 3 EA 1, ,000 F8 - Piping/Valves/Insulation/Per Fixture Allowance 16 EA 2, ,000 F9 HVAC - Heating/Elec Unit Toilet Rms 2 EA 1, ,000 F10 - Unit Storage/Janitors 4 EA ,000 F11 - Toilet Rm Exhaust 2 EA 2, ,000 F12 - Air Conditioning 1 LS - NIC F13 Electrical Wiring & Distribution - No Details 1 LS 7, ,500 F14 Lighting - Toilet Rms 310 SF ,330 F15 - Storage/Janitors/Composting 690 SF ,450 F16 - Deck 2,320 SF ,600 F17 Rainwater Cistern Gallons/No Spec 1 EA 2, ,000 F18 Water Well - Potable Water/No Details 1 LS 7, ,500 F19 - Water Pump 2 EA 1, ,000 F20 - Filtration 1 LS 1, ,500 F21 Wastewater Treatment System - Assume 1000GPD 1 LS 25, ,000 F22 Electrical Service/No Scope 1 LS 15, ,000 F23 0 F24 0 F25 0 F26 0 F27 0 F28 0 F29 0 F30 0 F31 0 F32 0 F33 0 F34 0 Page 9
10 F35 0 F36 0 F37 0 F38 0 F39 0 F40 0 F41 0 F42 0 F43 0 F44 0 F45 0 F46 0. Subtotal 178,530 Page 10
BIDDER'S PROPOSAL (continued) CITY OF BERKELEY BID PROPOSAL ITEM NO. A: BASE BID
SPECIFICATION 16-11031-C CITY OF BERKELEY BID PROPOSAL A: BASE BID 1 MOBILIZATION 1 LS 2 TRAFFIC CONTROL 1 LS 3 CONTRACTOR INFORMATION SIGN 2 EA 4 CONSTRUCTION AREA SIGN 18 EA 5 PROJECT IDENTIFICATION
COST ESTIMATES: Curb-Running
COST ESTIMATES: Curb-Running PROJECT FEASIBILITY COST ESTIMATE SUMMARY Geary Bus Rapid Transit Study Alternative: Side Lane (Curb Running) Date: 4/12/07 Percent Cost Total Project Capital Outlay I- Roadway
Steese Rd - Curb & Sidewalk Improvement
REF. NO. ITEM NO. Steese Rd - Curb & Sidewalk Improvement DESCRIPTION QTY UNITS UNIT COST SUB-TOTAL 1 103.05 Requirement of Contract Bid 1 LS 24,048.00 24,048.00 2 201 Clearing and Grubbing 1 LS 11,077.00
BID ITEM ESTIMATED UNIT TOTAL UNIT TOTAL UNIT TOTAL NO. QUANTITY UNIT ITEM COST COST COST COST COST COST
PAGE 1 BID OPENING: AUGUST 11, 2011 ENGINEER'S ESTIMATE: $3,108,320.60 CONTRACT NO.110269 SABINO CANYON AND TANQUE VERDE INTERSECTION IMPROVEMENTS *FOR A MORE DETAILED ITEM DESCRIPTION* *REFER TO PROPOSAL
Riverside County Transportation Department Summary of Bids
1 COUNTY'S ESTIMATE R-JS General Construction Riverside, CA 92509 ITEM NO. ITEM CODE CONTRACT ITEM UNITS QUANTITY UNIT PRICE ENG ESTIMATE BID UNIT PRICE BID ESTIMATE 1 066102 DUST ABATEMENT LS 1 3,000.00
BID TABULATION REPORT McKINNEY STREET DRAINAGE IMPROVEMENTS PROJECT No. PWDR10012 BID OPENED : TUESDAY, AUGUST 13, :00 P.M.
PAVING IMPROVEMENTS McKINNEY 101 Rightofway Preparation LS 1 75,000.00 75,000.00 200,000.00 200,000.00 67,000.00 67,000.00 110,000.00 110,000.00 102 12inch HMAC Street Pulvermix SY 11,650 3.00 34,950.00
CONTRACTOR'S REQUEST FOR PAYMENT CHASKA VETERANS PARK IMPROVEMENTS STANTEC PROJECT NO
Owner: City of Chaska, 1 City Hall Plz., Chaska, mn 55318 Date: December 12, 2017 For Period: 12/1/2017 to 1/31/2018 Request No: 1 Contractor: Blackstone Contractors, LLC, 9520 County Rd. 19, Ste. D, Loretto,
Project Book Worksheet for Cost Estimation
001.01 MOBILIZATION LS $34,716.18 007 3/17/2039 001.02 INCIDENTAL LS $23,929.43 019 3/17/2039 001.03 CONSTRUCTION STAKING LS $10,504.39 201 5/9/2013 001.04 REESTABLISH PROPERTY CORNERS EA $496.08 201 5/9/2013
Grays Ferry Cost Estimate Breakdown Budgetary Numbers for Machinery Drive Options 10 Nov 14
Grays Ferry Cost Estimate Breakdown Budgetary Numbers for Machinery Drive Options 10 Nov 14 Hardesty & Hanover, LLC Alternative 1 Bogie Support System Alternative Based on AW Sketch of New Bridge Component
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Section A - GENERAL ITEMS A-1 01505 Mobilization LS 1 $ 100,000.00 $ 100,000.00 A-2 -- Payment and Performance Bonds LS 1 A-3 01310 Document Control LS 1 A-4 01311 CPM Schedule LS 1 A-5 01590 Engineer's
County of Santa Cruz 0579
County of Santa Cruz 0579 701 OCEAN STREET, ROOM 410, SANTA CRUZ, CA 95060-4070 (831) 454-2160 FAX (831) 454-2385 TOO (831) 454-2123 DIRECTOR OF PUBLIC WORKS SANTA CRUZ COUNTY BOARD OF SUPERVISORS 701
THORNTON ROAD WIDENING PROJECT NO. PW1428 B I D D I N G S C H E D U L E
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Fertilizer Type B 2 CWT $ $ $60.00 $ $60.00 $ Sod Water 60 MGAL $60.60 $3, $30.00 $1, $30.00 $1,
BID TABS PROJECT 18-1029 22 nd AVENUE RECONSTRUCTION BID DATE: MAY 9, 2018 Stark Pavement Corp. Lalonde Contractors Cornerstone Pavers LLC Brookfield, WI Waukesha, WI Racine, WI Item Number Roadway Quantity
DESCRIPTION QUANTITY PRICE TOTAL
GENERAL 1 TRAFFIC CONTROL LS 1 $40,000 $40,000 $8,500.00 $8,500.00 $5,000.00 $5,000.00 $5,000.00 $5,000.00 $15,000.00 $15,000.00 2 MOBILIZATION LS 1 $557,000 $557,000 $629,500.00 $629,500.00 $350,000.00
CITY AND COUNTY OF DENVER DEPARTMENT OF PUBLIC WORKS Engineering Division PROJECT NO INCA STREET MULTI-USE PATH 38 TH AVE. TO 43 RD AVE.
201-00000 Clearing and Grubbing 1 LS 202-00010 Removal of Tree 9 EA 202-00019 Removal of Inlet 8 EA 202-00034 Removal of Pipe (6 Inch) 196 LF 202-00035 Removal of Pipe (18 Inch) 10 LF 202-00036 Removal
Maine Turnpike Authority
Interchange 44 Barrier Toll Plaza Open Road Tolling Conversion Mile 44.3 201.11 CLEARING 3.50 AC 202.071 REMOVING ASBESTOS CONTAINING MATERIALS, TOLL BOOTH LAB TOPS 1.00 LS 202.081 REMOVING EXISTING BUILDING
Maine Turnpike Authority
Company Name Total Bid Amount R J Grondin & Sons - Gorham, ME $1,436,720.00 Shaw Brothers Construction, Inc. - Gorham, ME $1,476,398.83 Pratt & Sons, Inc. - Minot, ME $1,733,615.00 Page 1 of 13 R J Grondin
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Oaks Commerce Center
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2016 WEIGHTED AVERAGE BID PRICES WYOMING DEPARTMENT OF TRANSPORTATION AVERAGE UNIT BID PRICES FOR 2016 ENGLISH
Page 1 2016 WEIGHTED AVERAGE BID PRICES WYOMING DEPARTMENT OF TRANSPORTATION AVERAGE UNIT BID PRICES FOR 2016 ENGLISH ITEM ITEM DESCRIPTION UNITS N TOTAL QUANTITY AVERAGE PRICE 106.05100 FIELD LABORATORY
2015 WEIGHTED AVERAGE BID PRICES WYOMING DEPARTMENT OF TRANSPORTATION AVERAGE UNIT BID PRICES FOR 2015 ENGLISH
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Riverside County Transportation Department Summary of Bids
Company Name Dartmouth St. Base Bid Sch. Yale St. Base Bid Sch. Alternate Bid Sch. Alternate Bid Sch. Alternate Bid Sch. Alternate Bid Sch. 4 Total COUNTY'S ESTIMATE,87,.50,444,6.00 9,400.00 9,400.00 800.00,00.00
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DEVELOPMENT SERVICES PHONE: (209) 668-5520 ENGINEERING DIVISION FAX: (209) 668-5563 156 S. BROADWAY, SUITE 150 TDD: (800) 735-2929 TURLOCK, CA 95380 engineering@turlock.ca.us Date: 04/20/2018 City Project
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CT Consultants, Inc.
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Maine Turnpike Authority
Company Name Total Bid Amount Shaw Brothers Construction, Inc. - Gorham, ME $659,771.50 R J Grondin & Sons - Gorham, ME $690,828.50 Gendron & Gendron - Lewiston, ME $753,187.00 Gordon Contracting - Sangerville,
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EXHIBIT C [** Subdivision Name **] (** Filing No., Phase No. '] SUMMARY
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York Toll Plaza Mile 8.8 201.11 Clearing 17.00 AC 202.15 Removing Existing Manhole or Catch Basin 22.00 EA 202.151 Abandoning Existing Manhole or Catch Basin 10.00 EA 202.16 Removing Existing Pipe 575.00
Maine Turnpike Authority
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202-00001 Removal of Structure 24 EA 202-00019 Removal of Inlet 24 EA 202-00195 Removal of Median cover 930 SY 202-00200 Removal of Sidewalk 1,188 SY 202-00201 Removal of Curb Head 273 LF 202-00203 Removal
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BASE BID 1.00 GENERAL CONDITIONS 1.01 Mobilization (Maximum 5% of Base Bid) LS 1 84,000.00 $ 84,000.00 100,000.00 $ 100,000.00 85,000.00 $ 85,000.00 1.02 Bonding, Insurance, Permits (including Plumbing,
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106.05100 FIELD LABORATORY EA 33 33.00 $12,605.17 201.03201 CLEARING AND GRUBBING ACRE 2 76.00 $1,269.74 201.03206 CLEARING TREES 6 in EA 1 53.00 $122.27 201.03210 CLEARING TREES 10 in EA 3 66.00 $227.33
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Superintendent Project Manager -.15 days /wk Temp Water. Temp Water Temp Electricity. Temp Electricity Temp Office
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