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WareHouse Addition

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WareHouse Addition

  1. 1. BKI 4812 N. Miller Ave. PN0414 Oklahoma City, OK 73112 Orig. Date 02/02/14 PRE-FINAL DESIGN Revisions 2/28/2014 Not For bkiengr@yahoo.com Plans Sketches Construction Prepared By: William Kneeland BS, CE Specifications As Noted Here In & SOW Project Information: Page 1 of 17 Location 4780 NW 1st St Oklahoma City New WareHse Addition, sf 7,500 Owner: Hogan Existing Warehouse, sf 52,710 14.2% of Existing SF Subdivision Metropolitian Industrial Park-North Completed GSF 60,210 12.5% of Total Building SF Installment 3 Industrial Park-North Zoned Commercial S34 T12N, R4W Indian Meridian Proj. Mgr. William Kneeland BS, CE Lot / Block Lot 2, Blk 4, A Portion of Lot 3, Blk 5 Pre-Final Design-Build Construction Cost Estimate - 7,500SF Warehouse Addition SUMMARY CONSTRUCTION ESTIMATE WAREHOUSE ADDITION $677,629 COST PER SQUARE FOOT - INCLUDES ARCHITECTURAL & ENGINEERING DESIGN & CONSTRUCTION-NO CONTINGENCY $90.35 Distribution, discussion or any other methods of disclosure is restricted. This BKI Construction Estimate revision date 9/9/13 document contains confidential information specific to this project. BKI considers this document's descriptions, pricing, format, assumptions and conditions and all other information contained restricted. Any disclosure shall be approved verbally and confirmed via email by BKI. The copyright notation for this document covers specific laws and regulations. Possession of this document carries conditions of Non disclosure. Copyright © 2014 BKI, Feb 2, 2014 PN0514 Estimate 10:16 AM 2/27/2015 Hogan WareHouse Addition ]
  2. 2. BKI PN0414 4780 NW 1st St Oklahoma City Orig. Date 2/2/14 Pre-Final Design-Build Construction Cost Estimate - 7,500SF Warehouse Addition Revisions 2/28/14 CSI Div. DESCRIPTION COST/GSF % of TOTAL TOTAL 2 SITEWORK $8.14 9.0% $61,076 ALTERNATE COST SUMMARY 3 CONCRETE $16.08 17.8% $120,583 Warehouse Without A&E Fees $616,528 $82.20 4 MASONRY $0.00 0.0% $0 Warehouse without A&E fees & Fininsh Out $549,797 $73.31 5 STEEL $15.07 16.7% $112,999 6 WOOD & PLASTIC $1.16 1.3% $8,672 7 THERMAL MOISTURE $8.47 9.4% $63,507 8 DOOR & WINDOWS $1.15 1.3% $8,590 9 FINISHES $8.37 9.3% $62,774 10 SPECIALTIES $0.10 0.11% $745 11 EQUIPMENT $0.00 0.0% $0 12 FURNISHINGS $0.00 0.0% $0 13 SPECIAL CONSTRUCTION $9.66 10.7% $72,426 14 CONVEYING $0.00 0.0% $0 15 MECHANICAL - SPRINKLERS, UTILITIES, PLUMBING & HVAC $7.65 8.5% $57,399 16 ELECTRICAL $2.07 2.3% $15,505 TOTAL DIRECT COSTS DIV 2 - 16 Subtotal $77.90 86.2% $584,275 1 CONTRACTOR'S GENERAL CONDITIONS DIV 1 $4.20 4.7% $31,521 $82.11 90.9% $615,796 1 ARCH. & ENGNG PLANS & SPECIFICATIONS & SOILS REPORT $2.82 3.1% $21,175 $84.93 94.0% $636,971 TOTAL DIV 1 - 16 DIRECT COST Subtotal $84.93 94.0% $636,971 DIRECT COSTS TOTAL $84.93 94.0% $636,971 Subtotal $84.93 94.0% $636,971 DESIGN-BUILDER'S PROFIT TOTAL $5.42 6.0% $40,658 DESIGN BUILD CONSTRUCTION ESTIMATE $90.35 100% $677,629 5.00% CONTINGENCY $33,881 WAREHOUSE ADDITION With Contingency $94.87 $711,510 Copyright © 2014 BKI, Feb 2, 2014 PN0514 Estimate 10:16 AM 2/27/2015 Hogan WareHouse Addition ]
  3. 3. BKI PN0414 4780 NW 1st St Oklahoma City Orig. Date 2/2/14 Pre-Final Design-Build Construction Cost Estimate - 7,500SF Warehouse Addition Revisions 2/28/14 CONTRACTOR'S ASSUMPTIONS AND CONDITIONS DESIGN-BUILD Contractor assumes the following: This Design Build Construction Estimate (DBCE) is based on the current Codes and Regulations as of January 1, 2014 Div 2 All Surface visible items on the site will be demolished and disposed of off-site for the construction of the new warehouse addition. Div 2 The South, West & North chain link fence and gate shall be removed to provide construction access. A new fence on the South, West and a short length of fence shall return at the NW corner of the warehouse addition. Div 2 The warehouse finished 6" reinforced concrete floor elevation shall allow drive-in off the new concrete stripped parking lot. Design of the warehouse floor will be for forklift with maximum axle load of 10,000-15,000lb and 4,000-6,000lb load. Div 2 The Design of the concrete back-in-lane will be sized for the semi truck loads with 4" concrete parking on each side of lane.. Div 1 Owner shall pay for construction power and water used for construction of the new addition Div 3 Information indicates that in 1994 five (5) 25,000 gallon under ground tanks were removed. Locations of tanks is unknown. Therefore existing soil compressive strenths may be less than expected for undisturbed in-situ conditions. Pre-design soil bearing for structural concrete piers assumes conditions under the warehouse are assumed to require drilled piers (22,000 psf end bearing), with grade beams and 2ft of imported ineered fill. Div 2 Existing soil conditions under the new semi drive-in-lane and parking lot are assumed adequate for the proposed. Div 16 New OG&E service shall be provided with separate metering. Div 15 New ONG service shall be provided with separate metering. Div 15 New domestic water service shall be provided with separate metering. Div 15 Water for the fire sprinklers for the warehouse addition shall be provided by connecting to the sprinkler piping in the existing warehouse. Div 7,9,13 Exterior of the 3 perimeter walls of the warehouse shall be metal stud, exterior pre finished metal panels, R-13 batt insulation and painted sheet rock interior. Div 7,9,13 Exterior of the 1 commen wall of the warehouse shall be metal stud, R-13 batt insulation and painted sheet rock interior. Div 8,9,10 The interior "conditioned space-Lobby, Office, Storage Closet, Rest Room and Hall Way shall have finishes throught-out. Div 15 The warehouse adition shall be fully sprinkled Div 15 Heating and air-conditioning shall be provided for the 772 sf of lobby, office, rest room and hall conditioned space Warehouse shall have gas unit heaters Div 16 Electrical shall include Main Panel, lights, receptacles, outlets, smoke detectors, Data/Com outlets, exist signs, etc. Note: Additional Assumptions and Conditions contained in the Design Build Construction Estimate Copyright © 2014 BKI, Feb 2, 2014 PN0514 Estimate 10:16 AM 2/27/2015 Hogan WareHouse Addition ]
  4. 4. BKI PN0414 4780 NW 1st St Oklahoma City Orig. Date 2/2/14 Pre-Final Design-Build Construction Cost Estimate - 7,500SF Warehouse Addition Revisions 2/28/14 CSI FORMAT -- CONSTRUCTION PRE CONTRACT COST PROPOSAL SUMMARY BY DIVISION DIV - 1 GENERAL CONDITIONS - Construction & Permit Plans, supervision, insurance, transportation, field construction coss, etc. DIV - 2 SITEWORK- Demolition: concrete paving, concrete curbs, misc concrete, concrete pit, trees, vegetation, fences, railroad rails and ties. Wall mounted light fixtures Concrete parking lot, striping and pipe bollards at overhead door, Landscape: box blade final leveling and grading, sod at South, West & Street Cub area. New chain link fence DIV - 3 CONCRETE - Drilled piers, grade beams, slab DIV - 4 MASONRY - NOT USED DIV - 5 STEEL - STRUCTURAL - Columns, beams, bar joists, metal deck, misc steel DIV - 6 WOOD & PLASTIC - Treated wood nailers at roof expansion joint & wall cap, blocking DIV - 7 THERMAL MOISTURE - White membrane roofing, R-19 roof insulation, expansions joints, gutter & downspouts, metal flashing, R-13 Exterior wall insulation R-13 wall insulation at conditioned space with R-19 batt ceiling insulation, caulking DIV - 8 DOOR & WINDOWS - Glass entry door with insulated glass side lights, interior doors /hollow metal frames/hardware. Warehouse overhead door DIV - 9 FINISHES - Exterior structural metal studs, OSB sheathing, interior metal stud walls with sheet rock, paint, carpet, VCT, base, acoustical ceiling in conditioned space, Warehouse ceiling and bar joists unfinished, walls to be painted sheet rock. DIV -1 0 SPECIALTIES - Restroom hardware, mirrors and WC partition, door signs, fire extinguishers DIV - 11 EQUIPMENT - NOT USED DIV - 12 FURNISHINGS - BY OWNER DIV - 13 SPECIAL CONSTRUCTION - Prefinished exterior metal wall panel DIV - 14 CONVEYING- NOT USED DIV - 15 MECHANICAL - HVAC for conditioned space, gas unit heaters in the warehouse, restroom fixtures (WC, urinal, wall sink), hot water tank, floor drain SA/RA ductwork, gas furnace, programmable T-stat, bathroom exhaust ducts w/weather cap, Utilities - water line, sanitary sewer line , gas line to building by ONG, DIV - 16 ELECTRICAL - 200A electric panel, electrical feeders & conductors, outlets, switches, light fixtures, smoke detectors, data/com outlets, T-stat wire, bulbs, Copyright © 2014 BKI, Feb 2, 2014 PN0514 Estimate 10:16 AM 2/27/2015 Hogan WareHouse Addition ]
  5. 5. BKI PN0414 4780 NW 1st St Oklahoma City Orig. Date 2/2/14 Pre-Final Design-Build Construction Cost Estimate - 7,500SF Warehouse Addition Revisions 2/28/14 WAREHOUSE DATA & INFORMATION EXTERIOR METAL STUD WALLS WAREHOUSE ADDITION, 50ft W x 150ft L 7,500 VALUE ENGINEERING METAL EXTERIOR WALLS SF 7,000 Existing Warehouse, 150ft W x 351.4 ft L 52,710 250 LF EXTERIOR WALLS Cost / SF $11.95 DIV 6 7/16 OSB with 30lb felt & 2x6 cap $8,672 Div 7 GSF of Completed Project 60,210 Exterior Wall Insul 4,200 Area Height Length Div 9 Exterior Siding, sf, H, L 7000 28 250 Structural Metal Wall Studs $17,949 Exterior Structural 6" Metal Studs, sf, H, L 7000 28 250 Interior GB, tab, Paint $16,640 Interior WareHse 3 5/8" Metal Studs, sf, H, L 3900 26 150 Div 13 Interior Office Area 3 5/8" Metal Studs, sf, H, L 1068 8 133.5 Exterior Metal Siding $36,213 Exterior R-13, 6" Metal Stud Wall Insulation 7000 28 250 Exterior R-13, 3 5/8" Metal Stud Wall Insulation 3900 26 150 Total Direct Cost to Build $83,675 Interior Sheet Rock 6" Mtl Stud 28ft Walls, sf, H, L 6,500 26 250 Interior Sheet Rock 3 5/8" Mtl Stud 26ft Walls, sf, H, L 3,900 26 150 TILT-UP CONCRETE WALLS SF 7,000 Interior Sheet Rock 3 5/8" Mtl Stud 8ft Walls, sf, H, L 2,136 8 133.5 250 LF EXTERIOR WALLS Add/sf Cost $10.75 DIV 3 36" Diam Piers Add cost $29,142 Office Area: Lobby, Office, Stor. Clst, restrm, Hall 748 Site Cast concrete 71/2" wall panels $112,000 $16.00 sf Area: Lobby, Office, Stor. Clst, restrm, Hall, M&E Clst 772 Metal Stud walls ($83,675) Warehouse GB Walls 10400 Erection, Add cost for Pre-Cast 14,000 Office GB Walls 2136 Steel ledger angle Add cost $3,750 Total Add Cost to Above $75,217 PRE-CAST INSULATED CONCRETE WALLS SF 7000 250 LF EXTERIOR WALLS Add/sf Cost $13.52 DIV 3 36" Diam Piers Add cost $29,142 Precast 9" w/ 3" Insul Precast Walls $119,150 $17.02 sf Metal Stud walls ($75,217) Erection, Add cost for Pre-Cast 17,850 Steel ledger angle Add cost $3,750 Total Add Cost to Above $94,675 Copyright © 2014 BKI, Feb 2, 2014 PN0514 Estimate 10:16 AM 2/27/2015 Hogan WareHouse Addition ]
  6. 6. BKI PN0414 4780 NW 1st St Oklahoma City Orig. Date 2/2/14 Pre-Final Design-Build Construction Cost Estimate - 7,500SF Warehouse Addition Revisions 2/28/14 Qty Unit Sub/Equipmt ESTIMATE DIV No Meas Item/Description Per ITEM DIVISION Units Unit Total TOTAL COST 1 GENERAL CONDITIONS - CONTRACTORS OVERHEAD PERMIT & CONSTRUCTION PLANS & SPECIFICATIONS % of Total % of Const 1 ls ARCHITECTURAL CAD - Construction Plans 25.0% 0.78% $5,300 5,300 $5,300 1 ls Structural CAD Plans 37.8% 1.18% $8,000 8,000 $8,000 1 ls Mechanical /Plumbing & Electrical CAD Plans 14.2% 0.44% $3,000 3,000 $3,000 1 ls Fire Protection CAD Plans-Price Include in Div 15 Quote 0.0% 0.00% $0 0 $0 1 ls Electrical CAD Plans 9.4% 0.30% $2,000 2,000 $2,000 1 ls Soils -6 Holes Geotechnical Analysis (Exploratory Holes $1250) 13.6% $2,875 2,875 $2,875 100.0% 2.70% $21,175 $21,175 CONTRACTORS OVERHEAD 600000 6,000 $ General Liability Insurance $1.26 7,560 $7,560 (fire, wind, hail, theft installed/uninstalled mtls, vandalism) 1 ls Soils Report - PI & Soil Compression-Soil Borings- See Above $0.00 0 $0 18 ls Sub-Base & Engineered Fill Compaction Tests $125.00 2,250 $2,250 12 ea Concrete Strength tests- BKI to take cylinder to Std Testg & Engng to test cylinders $75.00 900 $900 1 ls Property Survey (IP corners & Elev), Locate Existing #4 Rebar Corners 0 $0 500 ea Plan copies, 20 sets $2.78 1,390 $1,390 7500 sf OKC Building Permit, NOI OKC-SWQ Form IND, SWPPP-SWP3, etc. & Trade Permits 0.27 2,025 $2,025 $14,125 8 mo Field Supervision, documented inspections, OKC, EPA, SWPPP, OSHA, etc. $1,250.00 10,000 $10,000 8 mo Construction Trailer, Temp Utilities-NONE 8 mo Home Office, files, copys, manuals, submittals, mail, fax, supplies, etc. $75.00 600 $600 8 mo Job Site Mileage, 19.2 miles 1 way, miles/mo 768 $173.93 1,391 $1,391 8 mo Oil/grease/filters/tires $36.00 288 $288 8 mo Security -NONE 8 mo Surveillance-NONE 8 mo Construction fence-NONE 8 mo Porta-Potty $112.00 896 $896 8 mo Cell phone $10.00 80 $80 $13,255 160 hr Progressive job trash clean & pick-up 12.00 1,920 $1,920 8 hr Clean-up after concrete work $25.00 200 $200 6 hr Clean-up framing $25.00 150 $150 16 hr Clean-up after sheet rocking $25.00 400 $400 4 hr Clean-up after plumb/HVAC/electrical $25.00 100 $100 4 hr Final Cleaning (vacuum, dust, mop, clean windows, wipe down. Etc.) $50.00 200 $200 4 ea Trash dumpster, 30 cy $495.00 1,980 $1,980 $3,030 $30,410 22.222 cy Stabilize Entrance & Site gravel parking, as per City Stds, , 40ft x 60ft x 3", spread $20.00 444 $444 1 ls Concrete wash out area $250.00 250 $250 Dust Control, Storm Inlet Barriers, St Sweeping, Tire Wash Area -NONE 362 lf Silt fence, 3'w/stakes 70gm, Code -C-48 Article II, OKC-SWQ C-1 Form (6.1), No ODEQ Permit $1.15 416 $416 $1,111 TOTAL DIVISION 1 $52,696 Copyright © 2014 BKI, Feb 2, 2014 PN0514 Estimate 10:16 AM 2/27/2015 Hogan WareHouse Addition ]
  7. 7. BKI PN0414 4780 NW 1st St Oklahoma City Orig. Date 2/2/14 Pre-Final Design-Build Construction Cost Estimate - 7,500SF Warehouse Addition Revisions 2/28/14 Qty Unit Sub/Equipmt ESTIMATE DIV No Meas Item/Description Per ITEM DIVISION Units Unit Total TOTAL COST 2 *SITEWORK* SITE DEMOLITION 235 lf Remove rail road (RR) Rails $2.75 646 $646 235 lf Remove RR Ties $2.00 470 $470 4473 sf Concrete 4" parking slab and curbs $1.00 4,473 $4,473 313.5 sy Concrete slabs $1.00 314 $314 335 lf Curbs $2.75 921 $921 1 ls Stored carpet tiles - By Others 0 $0 1 ea 3ft x 5ft Concrete pit 2ft D $100.00 100 $100 387 lf Chain link fence & 18ft gate $2.00 774 $774 1 ls Remove shrubs (small trees) and roots $500.00 500 $500 Electrical Demolition-See Div 6 0 $0 SUBTOTAL $8,198 SITE EARTHWORK 7975 50.2 cy Strip 2" remove 2" vegetation, haul off $9.00 452 $452 8,800.0 SF BUILDING PAD 55FT X 160FT 977.8 sy Vibratory compact 55ft W x 160ft L soft sand soil $1.50 1,467 $1,467 8800 651.9 cy Engineered fill , 2ft x 55ft x 160ft, PI < 16 $12.50 8,148 $8,148 977.8 sy Compact Eng. Fill to 95% SP $3.00 2,933 $2,933 PARKING LOT FILL 55ft x 80ft 4400 81.5 cy Engineered fill , 0.5ft x 55ft x 80ft, PI < 16 $12.50 1,019 $1,019 488.9 sy Compact Eng. Fill to 95% SP $3.00 1,467 $1,467 $15,485 SITE PAVING 11000 160 sf 6" concrete City Approach $6.00 960 $960 125 lf Curbs $8.00 1,000 $1,000 17600 3447 sf 4" concrete paving $4.25 14,650 $14,650 1179 sf 6" concrete reinforced paving - Semi Back-In Lane $5.75 6,779 $6,779 2 ea Install 2ea, 6" diameter steel pipe bollards, concrete fill at overhead door. $50.00 100 $100 7.00 ea Parking lot stripes $25.00 175 $175 $23,664 FENCE 224 lf 6ft H 9 ga. chain link $12.00 2,688 $2,688 SUBTOTAL $2,688 UTILITIES: SEE DIV 15 FOR UG WATER LINE & UG SANITARY SEWER & UG GAS SEE DIV 16 FOR ELECTRICAL SUBTOTAL $0 PAVING 18 sy Curbed Approach $9.00 162 $162 125 lf Curbs $18.00 2,250 $2,250 131 sy 6" Concrete, reinf, Semi-Truck Back-In-Lane, 12 ft W $15.00 1,965 $1,965 383 sy 4" Concrete Paving $12.50 4,788 $4,788 7 ea Striping $35.00 245 $245 $9,410 NEW SITEWORK - LANDSCAPE LANDSCAPE: 1812 sf Final BOX-BLADE grading for new grass $0.50 906 $906 1812 sf Sod, watering ( by Owner) $0.40 724.8 $725 SUBTOTAL $1,631 SUBTOTAL DIVISION 2 $61,076 $61,07610:16 AM 2/27/2015 Hogan WareHouse Addition ]
  8. 8. BKI 4780 NW 1st St Oklahoma City PN0414 Pre-Final Design-Build Construction Cost Estimate - 7,500SF Warehouse Addition Orig. Date 2/2/14 Revisions 2/28/14 Qty Unit Sub/Equipmt ESTIMATE No Meas Item/Description Per ITEM DIVISION Units Unit Total TOTAL COST 3 268.9 CY *CONCRETE Cost/CY $448 MATERIALS ONLY - FOUNDATIONS, SLABS, COLUMN FOOTINGS 7500 119.2 tn Fill Sand, 4" at Slab $9.00 1,073 $1,073 27,530 LBS Grade 60 Rebar 58.15 8,140.7 lbs Rebar Piers $0.75 6,106 $6,106 59.26 8,888.9 lbs Rebar Gd Bms $0.60 5,333 $5,333 150.00 10,500.0 lbs Rebar Slab, #4 @ 12" oc ew $0.50 5,250 $5,250 2752.963 lbs Rebar Misc. 10% $0.50 1,376 $1,376 1 ls Misc Tie wire, chairs, etc. $1,000.00 1,000 $1,000 268.9 CY 3500 PSI CONCRETE 20 58.1 cy Concrete Piers 24" diam x 25ft, 20 ea $98.00 5,699 $5,699 400 59.3 cy Concrete Grade Beams 2ft x 2ft, 400lf $98.00 5,807 $5,807 128 1.5 cy Thicken slab perimeter, 6"x12" $98.00 151 $151 7500 150.0 cy 6" Slab $98.00 14,700 $14,700 26.9 cy Concrete Misc. + Waste 10% $98.00 2,636 $2,636 80.0 ea Column Anchor bolts $6.00 480 $480 SUBTOTAL CONCRETE MATERIALS $49,610 STRUCTURAL EXCAVATIONS & EARTHWORK STRUCTURAL EXCAVATIONS - LABOR & EQUIPMENT 400 88.89 cy Excavate Grade Beams $75.00 6,667 $6,667 5.00 cy GB Hand work $25.00 125 $125 7500 833.33 sy Spread & Compact Sand fill under Slabs $5.00 4,167 $4,167 117.41 CY Total From concrete Excavations 58.15 cy Piers 59.26 cy Grade Beams $50.00 2,963 $2,963 400 74.07 cy Back fill slabs $25.00 1,852 $1,852 43.33 CY Load & haul off excess excavations $15.00 650 $650 SUBTOTAL $16,423 DRILL PIERS 500 lf Drill Piers - NOT SLEEVES $5.75 2,875 $2,875 ($250/hr, 45 min per hole) $2,875 TERMITE TREATMENT 7500 sf Pretreat - termite ( 4 treatments-fdn,slab, backfill) $0.45 3,375 $3,375 $3,375 FORM LABOR 400 1600 sf Form - Grade Beams $7.00 11,200 $11,200 400 200 sf Form - Slab outside edge $5.00 1,000 $1,000 20 ea Form - HSS 8"x8" column block-outs $25.00 500 $500 $12,700 Copyright © 2014 BKI, Feb 2, 2014 PN0514 Estimate 10:16 AM 2/27/2015 Hogan WareHouse Addition ]
  9. 9. BKI 4780 NW 1st St Oklahoma City PN0414 Pre-Final Design-Build Construction Cost Estimate - 7,500SF Warehouse Addition Orig. Date 2/2/14 Revisions 2/28/14 Qty Unit Sub/Equipmt ESTIMATE No Meas Item/Description Per ITEM DIVISION Units Unit Total TOTAL COST 3 *CONCRETE Pour, Place & Finish Concrete 58.15 cy Piers $125.00 7,269 $7,269 59.26 cy Grade Beams $200.00 11,852 $11,852 150.00 cy 6" Floor Slab $75.00 11,250 $11,250 833.33 sy Finish slab $5.00 4,167 $4,167 125.00 lf Slab saw cuts $2.50 313 $313 150.00 lf Slab Expansion joint $3.00 450 $450 20 ea Grout Col Base Plates $15.00 300 $300 $35,600 SUBTOTAL DIVISION 3 $120,583 $120,583 268.9434 CY Concrete Summary Ave Cost/SY $448.36 PIERS Cost/cy $377.44 58.1 cy Pier Conc $5,699 58.1 cy Pour, Place & Finish Concrete $7,269 500.0 lf Drill Piers 24" diam x 25ft, 20 ea $2,875 8,140.7 lb Rebar $6,106 $21,948 GRADE BEAMS Cost/cy $696.67 59.3 cy Gd Bms Conc $5,807 93.9 cy Grade Bm Excav. $6,792 1,600.0 sf Form GB $11,200 59.3 Pour, Place & Finish Concrete $11,852 20.0 ea Grout Col Base Plates $300 8,888.9 lb Rebar $5,333 $41,284 SLAB Cost/cy $314.54 119.2 tn Fill Sand, 4" 6" Slab $1,073 833.3 cy Spread & Compact Sand fill under Slabs $4,167 176.9 cy Slab Conc $17,336 200.0 sf Form outside edge $1,000 20.0 ea Form - HSS 8"x8" column block-outs $500 150.0 cy Pour, Place & Finish Concrete $15,417 10,500.0 lb Rebar $6,626 125.00 lf Expansion joints $450 125.00 lf Slab saw cuts $313 20 ea Grout Col Base Plates 300 $47,180 4 * MASONRY NOT USED SUBTOTAL DIVISION 4 $0 $0 Copyright © 2014 BKI, Feb 2, 2014 PN0514 Estimate 10:16 AM 2/27/2015 Hogan WareHouse Addition ]
  10. 10. BKI 4780 NW 1st St Oklahoma City PN0414 Pre-Final Design-Build Construction Cost Estimate - 7,500SF Warehouse Addition Orig. Date 2/2/14 Revisions 2/28/14 Qty Unit Sub/Equipmt ESTIMATE No Meas Item/Description Per ITEM DIVISION Units Unit Total TOTAL COST 5 * STEEL 32.631 TN STEEL $2,543.59 82,999 $82,999 20 15,808.0 lb HSS 8"x 8" x 3/8" (38 plf) x 26ft columns, 16 pcs 400 10,400.0 lb W12x26, 26 plf, Beams, 400lf (25 lf/bm), 16 pcs 400 6,000.0 lb C9x15, 15 plf, Col Mid Ht (metal stud ctr point brace), 16pcs 30 13,500.0 lb 26k7 BAR JOIST, 9 plf 7500 15,000.0 lb 22 ga F Deck, 7,500sf 4,553.1 lb Misc-10% 65,261.1 LB Total Steel 304.00 lb 6" sch 40 steel pipe bollards, 8ft, installed by Paving Contractor $82,999 ERECTION 32.63 TN Erect 150ft L x 50ft W x 28ft H, 7500sf Warehouse, 20 cols $919.39 30,000 $30,000 $30,000 SUBTOTAL DIVISION 5 $112,999 6 WOOD AND PLASTIC EXTERIOR SHELL 250 250 bf 2x6 Trtd nailer at 3 wall parapets $0.74 184.75 $185 7000 218.75 shts 7/16" OSB Wall sheathing, 250lf x 28ftH $10.00 2,188 $2,188 7000 18.00 rls 30lb felt, 400sf / roll $25.00 450 $450 7,000 sf Labor $0.60 4,200 $4,200 1 ls Manlift $1,500.00 1,500 $1,500 1.00 ls Fasteners $8,522 250.00 bf Misc wood nailers $0.60 150 $150 $8,672 SUBTOTAL DIVISION 6 $8,672 7 THERMAL & MOISTURE WATERPROOFING NOT USED 0 $0 SUBTOTAL 0 INSULATION 7000 sf R-13 WareHse wall batt Exterior insulation, 28ft H x 250ft $0.60 4,200 $4,200 3900 sf R-13 WareHse wall interior batt insulation, 26ft H x 150ft $0.60 2,340 $2,340 472 sf R-13 8ft wall batt Interior insulation $0.60 283 $283 748 sf R-19 Office bats on top of ACT $1.05 785 $785 Sill sealer-See Div 6 0 $0 SUBTOTAL $7,609 ROOFING Cost /sq $733.31 7500 75 sqs TPO, 45 mil, White, fully adhered, 10 yr Mtl Warranty, 5 yr L & M Roofer Warranty $733.31 54,998 $54,998 Roof to slope from South to North, 1/8" per ft = 1ft-6 7/8in fall, with 6" parapet at S end 7500 sf Polyiso R-19 3.3in Insul mechanically attached to 22 ga F deck 150 lf Roof expansion joint (between the 2 buildings) Tear-back roofing on existg. Roof to install expansion joint 600 bf Install 2x treated nailers for the expansion joint Copyright © 2014 BKI, Feb 2, 2014 PN0514 Estimate 10:16 AM 2/27/2015 Hogan WareHouse Addition ]
  11. 11. BKI PN0414 4780 NW 1st St Oklahoma City Orig. Date 2/2/14 Pre-Final Design-Build Construction Cost Estimate - 7,500SF Warehouse Addition Revisions 2/28/14 Qty Unit Sub/Equipmt ESTIMATE No Meas Item/Description Per ITEM DIVISION Units Unit Total TOTAL COST 7 THERMAL & MOISTURE ROOFING 50 lf Pre-finished gutter-to match existing color of metal siding 56 lf Pre-finished downspouts to match, 2 each 200 lf Pre-finished cap flashing on West & South walls, approx 9 3/4" wide 1 ls Roof support for 2 ton condenser, with thru roof penetration for refrigerant lines 1 ea Flue Hot Pipe vent jack (for gas furnace) 3 ea Flue vent jack (for gas unit heaters) 1 ea Plumbing Vent pipe flashing, 4 ea Skylights, 4ft x 4ft, frosted SUBTOTAL $54,998 MISCELLANEOUS: 7500 sf Caulking & sealants $0.12 900 $900 SUBTOTAL $900 SUBTOTAL DIVISION 7 $63,507 $63,507 8 FIRST FLOOR - DOORS EXTERIOR 1 ea A - 3ft x 7ft Glass Entry Dr, Hdwr $1,830.00 1,830 $1,830 21 sf B - 3ft x 7ft Glass insul sidelites $30.00 630 $630 21 sf C - 3ft x 7ft Glass insul sidelites $30.00 630 $630 INTERIOR DOOR $3,090 6 ea 3ft x 7ft- Wood Dr, HMF, Hdwr $700.00 4,200 $4,200 $4,200 $7,290 OVERHEAD WAREHOUSE DOOR 1 ea 12ft X 14ft, overhead manual, uninsulated $1,300.00 1,300 $1,300 $1,300 SUBTOTAL DIVISION 8 $8,590 $8,590 9 *FINISHES* 1.1 EXTERIOR PRE-FINISHED 6" STRUCTURAL METAL STUD WALLS MATERIALS 250 3500 lf 6" Structural 1 3/8" flange 18ga Metal stud, 24" OC, 28ft H, 600s137-43 $1.52 5,310 $5,310 500 lf 6" X 18ga track $1.51 753 $753 1 ls Fasteners $500.00 500 $500 LABOR & EQUIPMENT RENTAL 7000 sf Install studs, track & sheathing $1.29 9,000 $9,000 5 men for 5 days ($45/hr x 200 hrs) 1 ls Sissor Man lift $2,386.00 2,386 $2,386 SUBTOTAL $17,949 1.2 INTERIOR WAREHOUSE PERIMETER GYP. BD. ON 6" & 3 5/8" HIGH WALLS 10400 sf 5/8" Type X sheet rock, 26ft H x 340lf $0.90 9,360 $9,360 10400 sf Tape & bed $0.70 7,280 $7,280 This section includes GB on the 35/8" East interior wall $16,640 Copyright © 2014 BKI, Feb 2, 2014 PN0514 Estimate 10:16 AM 2/27/2015 Hogan WareHouse Addition ]
  12. 12. BKI PN0414 4780 NW 1st St Oklahoma City Orig. Date 2/2/14 Pre-Final Design-Build Construction Cost Estimate - 7,500SF Warehouse Addition Revisions 2/28/14 Qty Unit Sub/Equipmt ESTIMATE No Meas Item/Description Per ITEM DIVISION Units Unit Total TOTAL COST 9 *FINISHES* 1.3 MATERIALS - EAST INTERIOR PERIMETER 35/8" METAL STUD WALLS 150 1950 lf 3 5/8" 1 3/8" flange 18ga Metal stud, 24" oc, 26ft H, Non Structural $1.15 2,243 $2,243 500 lf 3 5/8"" track $1.51 753 $753 1 ls Fasteners $500.00 500 $500 LABOR & EQUIPMENT RENTAL 3900 sf Install studs, track $0.65 2,535 $2,535 2 men for 2 days ($45/hr x 32 hrs) Man lift See Above SUBTOTAL $6,031 1.4 OFFICE AREA - 8FT WALLS 1068 sf 3 5/8" MS x 8ftH, 133.5lf $2.75 2,937 $2,937 2136 sf 5/8" GB $0.75 1,602 $1,602 2136 sf Tape & bed, Texture $0.70 1,495 $1,495 SUBTOTAL $6,034 1.5 FLOOR FINISHES 192 sf Carpet, sf $2.25 432 $432 556 sf VCT $2.75 1,529 $1,529 24 sf Concrete $0.00 0 $0 SUBTOTAL $1,961 1.6 BASE 205 lf Vinyl base $3.00 615 $615 SUBTOTAL $615 1.7 CEILINGS 772 lf ACT $3.75 2,895 $2,895 SUBTOTAL $2,895 1.8 PAINTING & FINISHING 10400 sf Paint New GB WareHse Walls $0.80 8,320 $8,320 2136 sf Paint New GB Office area Walls $0.80 1,709 $1,709 6 ea Paint Wood Door & HMF $95.00 570 $570 2 ea Paint 6" steel pipe bollards $25.00 50 $50 $10,649 SUBTOTAL SUBTOTAL DIVISION 9 $62,774 $62,774 10 SPECIALTIES 1 ea Toilet Paper Holder $55.00 55 $90 1 ea Paper Towel dispenser $175.00 175 $210 1 ea Mirror $80.00 80 $80 1 ea Soap Dispenser $115.00 115 $115 2 ea Door Signs $45.00 90 $90 2 ea Fire Extinguisher w/ wall bracket $125.00 250 $250 $745 SUBTOTAL DIVISION 10 $745 Copyright © 2014 BKI, Feb 2, 2014 PN0514 Estimate PN041410:16 AM 2/27/2015 Hogan WareHouse Addition ]
  13. 13. BKI Orig. Date 2/2/14 4780 NW 1st St Oklahoma City Revisions 2/28/14 Pre-Final Design-Build Construction Cost Estimate - 7,500SF Warehouse Addition Qty Unit Sub/Equipmt ESTIMATE No Meas Item/Description Per ITEM DIVISION Units Unit Total TOTAL COST 11 EQUIPMENT NOT USED 0 $0 SUBTOTAL $0 SUBTOTAL DIVISION 11 $0 12 FURNISHINGS NOT USED 0 $0 $0 SUBTOTAL DIVISION 12 $0 13 SPECIAL CONSTRUCTION EXTERIOR SIDING 7,000 sf Pre-finished metal siding-Berridge M-Panel, 24ga, Forest Green (or closest match) $4.115 28,805 $28,805 250 400 sf Pre-finished cap flashing on S/N/W walls $6.00 2,400 $2,400 56 lf North & South Wall expansions joints between new & existg Bldgs $15.00 840 $840 50 lf Gutter $8.00 400 $400 56 lf Downspouts $8.00 448 $448 24 lf Framed opening at 10ft W x 7ft H store front $5.00 120 $120 40 lf Framed opens at 12ft x 14ft overhead door $5.00 200 $200 1 ls Misc Berridge Pre-finished metal accessories, fasteners $3,000.00 3000 3000 See Div 6 for exterior sheathing & 30 lb felt & Div 7 for Insulation & Div 9 for Metal Studs/GB/T & B / Paint $36,213 $36,213 SUBTOTAL DIVISION 13 $72,426 14 CONVEYING NOT USED 0 SUBTOTAL DIVISION 14 $0 SUBTOTAL DIRECT COSTS DIV 1 GC Overhead & Profit DIV 2- 14 $511,371 Based on 7,500 SF Cost /sf. $68.18 Copyright © 2014 BKI, Feb 2, 2014 PN0514 Estimate PN0414 10:16 AM 2/27/2015 Hogan WareHouse Addition ]
  14. 14. BKI Orig. Date 2/2/14 4780 NW 1st St Oklahoma City Revisions 2/28/14 Pre-Final Design-Build Construction Cost Estimate - 7,500SF Warehouse Addition Qty Unit Sub/Equipmt ESTIMATE DIV No Meas Item/Description Per ITEM DIVISION Units Unit Total TOTAL COST 15 MECHANICAL FIRE SPRINKLERS 7500 sf Interior work only NFPA Group 2 Hazard - Pile Storage being no higher $2.65 19,899.75 $19,900 than 15ft and rack storage being no higher than 12ft. Core Drill Precast wall & Extend fire lines from the existing warehouse to the East to the New WareHse Protection of sprinkler heads By Others $19,900 SUBTOTAL SPRINKLERS $19,900 PLUMBING UG UTILITIES 90 lf UG Domestic water line to WareHse, meter pit $40.00 3,600.00 $3,600 1 ls Water LineTap, Connection to Water Main $1,500.00 1,500.00 $1,500 105 lf UG Sanitary Sewer to WareHse w/Clean-out $45.00 4,725.00 $4,725 1 ls SS Tap, Connect to existing Man Hole $1,800.00 1,800.00 $1,800 ONG to bring gas to Building and set Meter 1 ls OGE to bring gas to Building and set Meter $0.00 0.00 $0 $11,625 SUBTOTAL PLUMBING UTILITIES $11,625 Under Slab New Plumbing: 35 lf Extend UG 3/4" CW domestic line to Mech/Elec Closet $35.00 1,225.00 $1,225 35 lf Extend SS main line to Restrm $45.00 1,575.00 $1,575 115 lf Extend Gas line to ME Closet $28.00 3,220.00 $3,220 1 ls Gas Pressure test $75.00 75.00 $75 $6,020 PLUMBING ROUGH-IN 1 ls WC, Tank Type ADA w/seat $350.00 350.00 $350 1 ls URINAL wall hung, with flush valve $450.00 450.00 $450 1 ls WALL HUNG, with ADA trim $450.00 450.00 $450 1 ls Hot Water Tank-30 gal $650.00 650.00 $650 1 ls Hose Bib $100.00 100.00 $100 1 ls Floor Drain $125.00 125.00 $125 325 lf Gas Piping to Furnace & 3 Unit heaters $15.00 4,875.00 $4,875 SUBTOTAL $7,000 PLUMBING TOP OUT 1 ls WC, Tank Type ADA w/seat $600.00 600.00 $600 1 ls URINAL wall hung, with flush valve $750.00 750.00 $750 1 ls WALL HUNG, with ADA trim $650.00 650.00 $650 1 ls Hot Water Tank-30 gal $475.00 475.00 $475 1 ls Hose Bib $75.00 75.00 $75 1 ls Floor Drain $55.00 55.00 $55 $2,605 SUBTOTAL PLUMBING $15,625 Subtotal Plumbing Utilities $11,625 Subtotal Plumbing $15,625 SUBTOTAL PLUMBING UTILITIES & INSIDE PLUMBING $27,250 Copyright © 2014 BKI, Feb 2, 2014 PN0514 Estimate 10:16 AM 2/27/2015 Hogan WareHouse Addition ]
  15. 15. BKI PN0414 4780 NW 1st St Oklahoma City Orig. Date 2/2/14 Pre-Final Design-Build Construction Cost Estimate - 7,500SF Warehouse Addition Revisions 2/28/14 Qty Unit Sub/Equipmt ESTIMATE DIV No Meas Item/Description Per ITEM DIVISION Units Unit Total TOTAL COST 15 MECHANICAL HEATING & VENTILATION - OFFICE AREAS 2 Ton New Gas Furnace & Condenser (condenser mounted on roof) $2,000.00 4,000.00 $4,000 748 SF Conditioned Space: Office/Lobby/Restrm/Hallway Perimeter Walls R-13 ACT Ceilings, R-19 #REF! sf Gas furnace 90% A-flue SEER 13 condenser 12 lf SA Plenum 1 ls Under floor PVC duct w/floor register boots 1 ls PVC accessories 12 lf RA Plenum SA Insul Duct & Registers 1 ea RA adjustable wall filter grill 1 ea Programmable T-stat 1 ls Balance & adjust SA & RA cfm HEATING CONDITIONED SPACE IN - WAREHOUSE 269,120 btu Warehouse Unit NG Heaters (40 BTU/sf) 3 ea 90,000 BTU NG fired unit heaters, 83% eff. $1,058.00 3,174.00 $3,174 3 ea T-Stats, 24 V $75.00 225.00 $225 3 ea Flue vents $450.00 1,350.00 $1,350 3 ea Mount & install $500 1,500.00 $1,500 SUBTOTAL HVAC $10,249 Subtotal Sprinklers $19,900 Subtotal Plumbing Utilities $11,625 Subtotal Plumbing $15,625 Subtotal HVAC $10,249 SUBTOTAL DIVISION 15 57,474 $57,399 Copyright © 2014 BKI, Feb 2, 2014 PN0514 Estimate 10:16 AM 2/27/2015 Hogan WareHouse Addition ]
  16. 16. BKI PN0414 4780 NW 1st St Oklahoma City Orig. Date 2/2/14 Pre-Final Design-Build Construction Cost Estimate - 7,500SF Warehouse Addition Revisions 2/28/14 Qty Unit Sub/Equipmt ESTIMATE DIV No Meas Item/Description Per ITEM DIVISION Units Unit Total TOTAL COST 16 ELECTRICAL ELECTRICAL DEMOLITION 2 ea Wall mounted outside security lights on West end of Existg. WareHse $75.00 150.00 $150 Same light fixtures and install on New WareHse Addition 1 ls Remove conduit & conductor back to panel $100.00 100.00 $100 $250 ELECTRICAL UTILITIES 1 ls OG&E to bring service to the building on the South East corner of the New Addition $0.00 0.00 $0 1 ea Meter Base $300.00 300.00 $300 1 ea OG&E to set meter $0.00 0.00 $0 1 ls Ground rod $250.00 250.00 $250 1 ls Install temp power pole $1,800.00 1,800.00 $1,800 $2,350 PANELS, FEEDERS AND CONDUCTORS: 1 ea 200A Main Panel $1,000.00 1,000 $1,000 30 lf Feeder to 2 ton roof top condenser on roof $15.00 450 $450 47 940 lf Conduit & Conductor to Outlet & Switches $2.50 2,350 $2,350 12 240 lf Conduit & Conductor to Conditioned space Light Fixt. $2.50 600 $600 14 560 lf Conduit & Conductor to WareHse Light Fixt. $3.00 1,680 $1,680 $6,080 OUTLETS, SWITCHES & MISC ITEMS 47 EA Total Outlets, Switches & Detectors 25 ea Wall Outlets $40.00 1,000.00 $1,000 10 ea Wall Switches $40.00 400.00 $400 4 ea Data/Com outlets w/pull chord to above ceiling $50.00 200.00 $200 2 ea Smoke detectors $250.00 500.00 $500 2 ea Exit Sign 400.00 800 $800 4 ea WareHse Wall Outlets $50.00 200 $200 1 ea T-Stat wiring to furnace $50.00 50 $50 3 ea T-Stat wiring to Unit Heates $50.00 150 $150 12 EA LIGHT FIXTURES -CONDITIONED SPACE 8 ea 2x4 Fluor lights in conditioned space of 772 sf $100.00 800 $800 1 ea Ceiling light , in Mech/Elect Closet $90.00 90 $90 2 ea Install salvaged exterior wall mounted lights $150.00 300 $300 1 ea Ceiling Light/Exh Fan in Restrm $235.00 235 $235 13.46 14 ea WareHse Fluor light fixtures, 6728 sf, 1 Fixt / 500sf $150.00 2,100 $2,100 $6,825 SUBTOTAL DIVISION 16 $15,505 $15,505 Copyright © 2014 BKI, Feb 2, 2014 PN0514 Estimate 10:16 AM 2/27/2015 Hogan WareHouse Addition ]
  17. 17. BKI PN0414 4780 NW 1st St Oklahoma City Orig. Date 2/2/14 Pre-Final Design-Build Construction Cost Estimate - 7,500SF Warehouse Addition Revisions 2/28/14 Qty Unit DIV No Meas Item/Description Units SUBTOTAL DIRECT COSTS -- DIV - 15 MECHANICAL & DIV - 16 ELECTRICAL $72,904 Cost /sf. $9.72 SUBTOTAL DIRECT COST -- DIV 2 - 14 $511,371 Cost /sf. $68.18 TOTAL DIRECT COST -- DIV 2 - 16 $584,275 Cost /sf. $77.90 END OF BASE BID ESTIMATE Copyright © 2014 BKI, Feb 2, 2014 PN0514 Estimate 10:16 AM 2/27/2015 Hogan WareHouse Addition ]

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