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HomeMy WebLinkAboutCSIa Contractor's Cost Proposal • CSI Date: June 04, 2008 Project No.: 082.060430.01 Project Name: Antonio Maceo -Additional Scope (Revised Change Order #1 - 11116/07) Sect Item Mod. UOM Description Line Total Sectinn 01 1 01204 1001 EA Miscellaneous Reimbursable Fees 1,202.00 Quantity Unit Price Factor Installafion 11.23 x 107.00 x 1.0000 FPL Account Set -Up Cost ($1,202.00) Total 1,202.00 2 01352 1021 HR Insulator,Note: Line Items In The CTC Include Appropriate Costs To Cover Labor. These Items Will Be Requested Specifically By The Owner For Miscellaneous Work Not Covered In The ETC. Quantity Installation 68.00 x Unit Price Factor 42.35 x 1.1420 Upgrade Proposed Acoustical Ceiling To Fire Rated Ceiling, 'Tenting.' Of Proposed Recessed Fixture To Obtain Fire Rating. (68 Fixtures tig 1 Hour Each = 68 HRS) 3 01352 1251 HR Piumber,Note: Line Items In The CTC Include Appropriate Costs To Cover Labor. These items Will fife Requested Sped fiCaity By The Owner For Miscellaneous Work Not Covered in The CTC. Total 3,288.73 3,288.73 309.07 installation Quantity Unit Price Factor Total 8.00 x 33.83 x 1.1420 = 309.07 Additional Excavation To Tie into Existing Sewer Line, Line Not Located As Shown On Plans, Time Spent Locating Line. (8 HR) 4 01352 1251 1901 POT For Foreman, Add 15.44 Quantity Unit Price Factor Total installation 8.00 x 1.68 x 1.1420 = 15.44 Additional Excavation To Tie Into Existing Sewer Line, Line Not Located As Shown On Plans, Time Spent Locating Line. (8 HR) 5 01352 1251 HR Piumber,Note: Line items in The CTC Include Appropriate Costs To Cover Labor. These Items IMII Be Requested Specifically By The Owner For Miscellaneous Work Not Covered In The CTC. 164.32 Quantity Unit Price Factor Total Installation 4.00 X 33.83 x 1.2143 = 164.32 Relocate Plumbing Fixtures in ADA Stalls, Layout (4 Hours) 6 01352 1251 1901 PCT For Foreman, Add 8.21 Quantity Unit Price Factor Total Installation 4,00 x 1.69 x 1.2143 = 8.21 Relocate Plumbing Fixtures In ADA Stalls, Layout (4 Hours) 7 01352 1501 HR Laborer,Note: Line Items In The CTC Include Appropriate Costs To Cover Labor. These Items 'MI Be Requested Specifically By The Owner For Miscellaneous Work Not Covered In The CTC. 300,89 Quantity Unit Price Factor Total Installation 16.00 x 18.39 x 1.1474 = 300.89 Unload Material, 4 Deliveries a 4 MH's Each =16 HR June 04, 2008 Page 1 of 31 Sect. Item Mod. (1DM Description line Total 8 01510 2013 EA 10 CY Dumpster (4 Ton Capacity) "Construction Debris"Note: Price Includes 305.34 Service To Deliver And Pick-up Of Dumpster, Hauling Of Debris, Rental Of Dumpster And Disposal Fee. Quantity Unit Price Factor Installation 1.00 x 251.45 x 1.2143 = Concrete Footing Removal (6 Footing 6 CF Each = 36 CF • 1.4% Bullk = 50.4 CF or 1.87 CY • 2,610 LBS/CY = 2.5 TONS or 1 Dumpster) Total 305.34 9 01510 2015 EA 20 CY Dumpster (7 Ton Capacity) "Construction Debris"Note: Price includes Service To Deliver And Pick-up Of Dumpster, Hauling Of Debris, Rental Of Dumpster And Disposal Fee. 1,081.42 Quantity Unit Price Factor Installation 3,00 x 315.85 x 1.1420 = Existing Sidewalk Removal And Replacement (West Side Of Building = 775 SF • 50% FHP/Southeastem Split = 387.5 SF fa 4 IN In Depth = 4,78 CY* 1.4% Bulk = 6.7 CY • 2,610 LBS/CY = 8.74 TONS) + (Playground Slab =125 SF @ 4 IN In Depth =1.64 CY • 1.4% Bulk = 2.2 CY • 2,610 LBS/CY = 2,87 TONS) + (Public Works = 220 SF @ 4 IN In Depth = 2.72 CY • 1,4% Bulk = 3_51 CY • 2,610 LB/CY d 4.97 CV) = 16.58 TONS or 3 Dumpsters 10 01540 1201 CCF Scaffolding Erection And Dismantling - Height Up To 20'Per CCF Of Scaffolding Arid Accessories, Cost Includes Both Erection And Dismantling Of Scaffolding Quantity Unit Price Factor installation 2,94 x 11,97 x 1.1420 = Addi Smoke Detector Installation. (2.94 CCF) Total 1,081.42 Total 40.19 40.19 11 D1540 3002 WK Romig Scaffolding 14' To 20' Complete With Wheels, Rallings,Eto., (6' Wide X 7' 170.98 Long Section) Quantity Unit Price Factor Total Installation 4.00 x 37.43 x 1.1420 = 170.98 Lower Ceiling In Multi -Purpose Room. (2 Scaffold, 2 Weeks) 12 01540 3002 WK Rolling Scaffolding 14' To 20' Complete With Wheels, Rallings,Eto., (5' Wide X 7' 42.75 Long Section) Quantity Unit Price Factor Total Installation 1.00 x 37,43 x 1.1420 = 42,75 Adcll Smoke Detector Installation. (1 WIC) 13 01540 3011 EA Rolling Scaffolding Erection And Dismantling. Cost Includes BothErention And Dismantling Of Scaffolding. Used To Set-up Scaffolding And Dismantle For Return, Per Rolling Scaffold Per Job. Irutailation Quantity 2.00 x Unit Price Lower Ceiling In Multi -Purpose Room. (2 Scaffold) Factor Total 20.81 X 1.1420 47,63 47.53 14 01541 3814 DAY Loader-Backhoe, 1 CY, 24* Bucket, 14'-4" Depth, 75 HPWlth Full-time Operator 675.68 Quantity Unit Price Factor Installation 1.00 x 591.66 x 1.1420 = Additional Excavation To Tie into Existing Sewer Line, Line Ndt Located As Shown On Plans, Time Spent Locating Line. (1 DAY) Total 675.68 15 01580 4001 LF Temporary Safety Fence, Plastic Mesh, 48" High With Posts At 8'On Center 137.04 Quantity Unit Price Factor Total Installation 150.00 x 0.80 x 1.1420 = 137.04 Termporary Facilities (150 LF) 16 01560 5303 SF 3/4" Plywood For Floor Protection 383.71 Quantity Unit Price Factor Installation 800.00 x 0.42 x 1.1420 = Termporary Fagiities, Asphalt Protection For Equipment and Material Storage In Parking Lot (800 SF) Total 383,71 17 01720 1121 CRW 2 Person Survey Crew(Surveyor, Rodman, EqulpmentAnd Instruments) Note: Unit 1,345.44 Of Measure is Per Crew Hour Worked Quantity Unit Price Factor Installation 16.00 X 69,25 x 1.2143 = Add1 Surveying Related To 02/08/07 REVISIONS. (2 Days, 8 Ws Each = 16 CRW) Tdtai 1,345.44 June 04, 2008 Page 2 of 31 Sect item Mod, UOM Description Line Total 18 01720 1121 CRW 2 Person Survey Crew(Surveyor, Rodman, Equipment And Instruments) Note: Unit 1,345.44 Of Measure Is Per Crew Hour Worked Quantity Unit Price Factor Total Installation 18.00 x 89.25 x 1.2143 a 1,34544 Add1 Surveying Related To 04/27/07 REVISION. (2 Days, 8 Hrs Each =18 CRW) 19 01720 1121 CRW 2 Person Survey Crew(Surveyor, Rodman, Equipment And Instruments) Note: Unit 1,345.44 Of Measure Is Per Crew Hour Worked Quantity Unit Price Factor Installation 16.00 x 69.25 x 12143 = Addy Surveying Related To 09/12/07AS-BUILT. (2 Days, 8 Hrs Each = 16 CRW) Total 1,345.44 Subtotal for 01 Section 02 12,209.62 20 02111 4503 SF Demo Drywall And Stud Partition Metal/Wood Stud With Drywall 2Sides 65.68 Installation Quantity Unit Price Factor Total 81.00 x 071 x 1.1420 = 65.68 Drywall Removal And Reinstallation On Restroom Walls To Accomodate ADA Recognfguration. (81 SF) 21 02111 5112 SF Concrete Cutouts, Up To 6" Thick, > 8 SF With UghtReinforced Slab On Grade 264.04 Quantity Unit Price Factor Installation 48,00 x 4.53 x 12143 = Relocate Plumbing Fixtures In ADA Stalls, Concrete Floor Removal. (48 SF) Total 264.04 22 02112 1252 SF Break -Up And Remove Concrete Paving By Hand, 4" To 6"With Hand Tools. Note: Work includes breaking into manageable size with a hammer, removal and loading onto a truck or dumpster. Quantity Installation 125.00 x Playground Slab, Removal (125 SF) Unit Price Factor 1.46 x 1.1420 = Total 208.42 208.42 23 D2112 1252 SF Break -Up And Remove Concrete Paving By Hand, 4" To 6"Wtth Hand Tools. Note: Work includes breaking into manageable size with a hammer, removal and loading onto a truck or dumpster. Quantity Unit Price Installation 220.00 x 1.46 x Public Works Items, Neighboring Park Sidewalk Removal. (220 SF) Factor 1.1420 Total 366.81 366.81 24 02112 2043 CF Demo Concrete Footing For Fence, Gate, Playground EquipmentPost, Etc. 182.73 includes Excavation Installation Quantity Unit Price Factor 36.00 x 4.18 x 1.2143 Concrete Footing Removal (6 Footing 06 CF Each = 36 CF Total) Total 182.73 25 02112 6041 EA Saw Cut Minimum Set-up ChargeFor projects where the total saw cutting charge Is less than the minimum set-up charge. Use this item exclusively. This Item should not be used in conjunction with any other items in this section. 305.49 Quantity Unit Price installation 1.00 x 267.50 x Existing Sidewalk Removal And Replacement On West Side Of Building. Factor 1.1420 = Total 305.49 26 02112 6041 EA Saw Cut Minimum Set-up ChsrgeFor projects where the total saw cutting charge is less than the minimum set-up charge. Use this item exclusively. This item should not be used in conjunction with any other items in this section. Quantity Unit Price Factor Instafa84n 1.00 x 267.50 x 1.1420 = Playground Slab, Removal Total 306.49 305.49 27 02112 6041 EA Sew Cut Minimum Set-up ChergeFor projects where the total saw cutting Charge Is less than the minimum set-up charge. Use this item exclusively. This item should not be used in conjunction with any other items in this section. Quantity Unit Price Factor Installation 1.00 x 287.50 x 1.1420 = Public Works items, Neighboring Park Sidewalk Removal. Total 306.49 305.49 June 04, 2008 Page 3 of 31 Sect Item Mod. UOM Description Line Total 28 02112 6041 EA Saw Cut Minimum Set-up ChargeFor projects where the total saw cutting charge is 324.83 less than the minimum set-up charge. Use this item exclusively. This item should not be used In conjunction with any other items in this section. Quantity Unit Price Factor Total Installation 1.00 x 287.50 x 12143 = 324.83 Footing Removal 29 02119 2001 CYM Hauling Up To 15 Mlles On Paved Roads 411.57 Quantity Unit Price Factor Installation 1,614.00 x 0.21 x 1,2143 = 02i08/07 REVISION (Addl Parking Lot Excavation = 86.1CY * 125% Swell =107,6 CY * 15 MI = 1,614 CYM) Total 411.57 30 02119 2001 CYM Hauling Up To 15 Mies On Paved Roads 278.97 Quantity Unit Price Factor installation 1.094.00 x 021 x 1,2143 = 02/08/07 REVISION (Add1 Greenspace Excavation = 58.3 CY * 1.25% Swell = 72.9 CY • 15 M1= 1,094 CYM) Total 278.97 31 02119 2001 CYM Hauling Up To 15 Miles On Paved Roads 6259 Quantity Unit Price Factor Total installation 261.00 x 0.21 x 1.1420 eel 62.59 Swale Trench Excavation. (375 CF or 13.9 CY * 1.25% Swell =17.4 CY * 15 MI = 261 CYM) 32 02119 2001 CYM Hauling Up To 15 Mites On Paved Roads 313.40 Quantity Unit Price Factor Installation 1,229.00 x 0.21 x 12143 = 04/27/07 REVISION (East Collection Areas Excavation = 65.5 CY * 125% Swell = 81.9 CY * 15 MI =1,229 CYM) Total 313.40 33 02119 2001 CYM Hauling Up To 15 Mites On Paved Roads 11.99 Quantity Unit Price Factor installation 50.00 x 0.21 x 1.1420 = Additional Brick Pavers On South Side Of Buiding. (215 SF @ 4 IN In Depth = 71.7 CF or 2.65 CY '125%Swell =3.31 CY*15MI=50CYM) Total 11.99 34 02201 1001 EA Bobcat Delivery (Cr Similar Sized Equipment), Equipment DeliveryFee, Delivery On Truck With Trailer, Set-up and Return Quantity Unft Price Factor Installation 1.00 x 86.44 x 1.1420 = Swale Trench Excavation/Backditl, Bobcat Delivery. 35 02201 1002 EA Backhoe, Dozer, Loader Or Excavator (Or Similar Sized Equipment)Up To 250 HP Equipment Delivery Fee, Delivery On Truck With Trailer, Set-up and Return 75.87 Total 75.87 Quantity Unit Price Factor Total installation 1.00 x 278.99 x 1.1420 = 318.61 Additional Excavation To Tie Into Existing Sewer Line, Line Not Located As Shown On Plans, Time Spent Locating Line. (8 HR) Additional ExcevationTo Tie Into Existtng Sewer Line; Line Not Located As Shown On Plans, Time Spent Locating Line. 318.61 36 02201 1002 EA Backhoe, Dozer, Loader Or Excavator (Or Similar Sized Equipment)Up To 250 HP Equipment Delivery Fee, Delivery On Truck With Trailer, Set-up and Return Quantity Unit Price Factor Installation 1.00 x 278.99 x 1.1420 Swale Trench ExcavationB, Combination Delivery. Total 318.61 318.81 37 02210 1201 CY Excavation For Building Foundations And Other Structures ByHydraullo Excavator, 417.48 Backhoe, Loader in Soil Quantity Unit Price Factor ' installation 139.00 x 2.63 x 1.1420 = Additional Excavation To Tie Into Existing Sewer Line. Line Not Located As Shown On Plans. (200 LF*15CF/LF=3000CF/27CF=111 CY* 1,25% Swell = 139 CY) Total 417.48 3e 02210 1201 1212 PCT For Excavation In Heavy/Wet Material (Class C), Add 166.67 Quantity Unit Price Factor Installation 139.00 x 1.05 x 1.1420 = 'Additional Excavation To Tie into Exisitng Sewer Line, Line Not Located As Shown On Plans. (200 LF 15 CF/LF = 3000 CF / 27 CF = 111 CY * 125% Swell = 139 CY)' Total 166.67 June 04, 2008 Page 4 of 31 Sect. Item Mod, UOM Description Line Total 39 02210 1201 9904 PCT For Quantities > 50 To 250 (> 39 m3 To 191 M3), Add 166.67 Quantity Unit Price Factor Installation 139.00 x 1.05 x 1.1420 'Additional Excavation To Tie Into Exisitng Sewer Line, line Not Located As Shown On Plans. (200 I,F * 15 CF/LF = 3000 CF / 27 CF =111 CY* 125% Swell =139 CY)' Total 168.67 40 02210 1202 CY Excavation For Building Foundations And Other Structures ByHydreulic Excavator, Backhoe, Loader in Loose Rock Quantity Unit Price Factor Installation 65.60 x 3.12 x 12143 02/08/07 REVISION (Add1 Greenspace Excavation = 58.3 CY * 1.25% Swell = 72.9 CY* 90% By Machina = 65.6 CY) Total 248.53 248.53 41 02210 1202 9904 PCT For Quantities > 50 To 250 (> 39 m3 To 191 M3), Add 99.57 Quantity Unit Price Factor Total Installation 65.80 x 1.25 x 1.2143 = 99.57 02/08/07 REVISION (Addy Greenspace Excavation = 58.3 CY* 1.25% Swell = 72.9 CY* 90% By Machine = 65.6 CY) 42 02210 1202 CY Excavation For Building Foundations And Other Structures ByHydraulic Excavator, Backhoe, Loader In Loose Rock 279.22 Quantity Unit Price Factor Installation 73.70 x 3.12 x 12143 04/27/07 REVISION (East Collection Areas Excavation = 85.5 CY* 1.25% Swell = 81.9 CY * 90% By Machine = 73.7 CY) Total 279.22 43 02210 1202 9904 PCT For Quantities > 50 To 250 (> 39 m3 To 191 M3), Add 111.87 Quantity Unit Price Factor Installation 73.70 x 1.25 x 12143 = 04/27/07 REVISION (East Collection Areas Excavation = 65.5 CY' 1.25% Swell = 61.9 CY* 90% By Machine = 73.7 CY) Total 111.87 44 02210 1202 CY Excavation For Building Foundations And Other Structures ByHydraulic Excavator, Backhoe, Loader in Loose Rock 142,07 Quantity Unit Price Factor Installation 37.50 x 3.12 X 1.2143 = Footing Removal, Excavation (6 Footings 10 CY Each = 60 CY* 125% Swell = 75 CY) * 50% By Machine = 37.5 CY Total 142.07 45 02210 1202 9903 PCT For Quantities > 20 To 50 (>15 To 38 M3), Add 106.55 Quantity Unit Price Factor Installation 37.50 x 2.34 x 12143 = Footing Removal. Excavation (6 Footings © 10 CY Each = 60 CY* 1.25% Swell = 75 CY)50% By Machine = 37.5 CY 46 02210 1302 CY Excavation For Building Foundations And Other Structures By Hardin Loose Rock Total 106.55 380.11 Quantity Unit Price Factor Installation 7.30 x 42,88 x 1.2143 - 02/08/07 REVISION (Add'1 Greenspace Excavation = 58.3 CY * 1.25% Swell = 72.9 CY • 10% By Hand = 7.3 CY) Total 380.11 47 02210 1302 CY Excavation For Building Foundations And Other Structures By Handin Loose Rock 426.97 Quantity Unit Price Factor Installation 8.20 x 42.8B x 1,2143 = 04/27/07 REVISION (East Collection Areas Excavation = 65.5 CY* 1.25% Swell = 81.9 CY' 10% By Hand = 8.2 CY) Total 426.97 48 02210 1302 CY Excavation For Building Foundations And Other Structures By Handin Loose Rock 562.35 Quantity Unit Price Factor Installation 10.80 x 42.88 x 1.2143 = 02/08/07 REVISION (Add9 Parking Lot Excavation = 86.1 CY * 1.25% Swell = 107.6 CY* 10% By Hand = 10.8 CY) Total 562.45 49 02210 1302 CY Excavation For Building Foundations And Other Structures By Handin Loose Rock 162.09 Installation Quantity Unit Price Factor Total 3.31 x 42.86 x 1.1420 = Additional Brick Pavers On South Side Of Building. (215 SF a 4 IN in Depth = 71.7 CF or 2.65 CY * 1.25% Swell = 3.31 CY) 162.09 June 04, 2008 Page 5 of 31 Sect. Item Mod. UOM Description Line Total 50 02210 1302 CY Excavation For Building Foundations And Other Structures By Handin Loose Rods 1,952.59 Quantity Unit Price Factor Installation 37,50 x 42.88 x 1.2143 = Footing Removal, Excavation (8 Footings 0 10 CY Each = 80 CY • 1.25% Swell = 75 CY) • 50% By Machine = 37.5 CY Total 1,952.59 61 02210 2001 CY Relocating On Site Excavated Material From Excavation ForBuilding Foundations 13.31 and Other Structures Over 100' to 300' Quantity Unit Price Factor Total Installation 6.70 x 1.74 x 1.1420 = 13.31 Existing Sidewalk Removal And Replacement On West Side Of Building, Relocate Demolished Material To Front Entry. (T75 SF * 50% FHP/Southeastern Split = 387.5 SF CO 4 IN In Depth = 4.78CV•1.4%Bulk =8.7CY) 52 02210 2001 9912 PCT For Quantities Up To 2D (Up To 15 M3), Add 13.31 Quantity Unit Price Factor Installation 6.70 x 1.74 x 1.1420 Existing Sidewalk Removal And Replacement On West Side Of Building, Relocate Demolished Material To Front Entry. (775 SF • 50% FHP/Southeastern split 387.5 SF 4 IN In Depth = 4.78 CY* 1.4% Bulk = 6.7 CY) Total 13.31 53 02210 2001 CY Relocating On Site Excavated Material From Excavation ForBuilding Foundations 154.03 and Other Structures Over 100' to 300' Quantity Unit Price Factor Installation 72.90 x 1.74 x 1.2143 = 02/08/07 REVISION (Add, Greenspace Excavation = 58.3 CY * 1.25% Swell =72.9 CY) Total 154.03 02210 2001 9914 POT For Quantities > 50 To 250 (> 39 m3 To 191 rn3), Add 61.97 Quantity Unit Price Factor Installation 72.90 x 0.70 x 12143 = 02/08/07 REVISION (Add, Greenspace Excavation = 58.3 CY * 1.25% Swell =72.9 CY) Total 61.97 55 02210 2001 CY Relocating On Site Excavated Material From Excavation ForBuiding Foundations and Other Structures Over 100' to 300' Quantity Unit Price Factor installation 81.90 x 1.74 x 12143 04/27/07 REVISION (East Collection Areas Excavation = 65.5 CY *125% Swell = 81.9 CY) Total 173.05 173.05 56 02210 2001 9914 PCT For Quantities > 50 To 250 (> 39 m3 To 191 m3), Add 69.62 Quantity • Unit Price Factor Installation 81,90 x 0.70 x 1.2143 = 04/27/07 REVISION (East Collection Areas Excavation = 65.5 CY* 125% Swell = 81.9 CY) Total 69.62 57 02210 2001 CY Relocating On Site Excavated Material From Excavation ForBuilding Foundations 227.35 and Other Structures Over 100' to 300' Quantity Unit Price Factor Installation 107.80 x 1.74 x 1.2143 02/08/07 REVISION (Add'I Parking Lot Excavation = 88.1 CY * 1.25% Swell = i 07.6 CY) Total 227.35 58 02210 2001 9914 POT For Quantities > 50 To 250 (> 39 m3 To 191 m3), Add 91.46 Quantity Unit Price Factor Installation 107.60 x 0.70 x 1.2143 = 02/08/07 REVISION (Add, Parking Lot Excavation = 86.1CY * 1.25% Swell = 107.6 CY) Total 91.46 59 02210 3002 CY Backfilling Around Building Foundations And Other Structuresby Hydraulic 380.19 Excavator, Backhoe, Loader Quantity Unit Price Factor Total Installation 184.00 x 2.03 x 1.1420 = 380.19 Additional Excavation To Tie Into Existtng Sewer Line, Line Not Located As Shown On Plans. (200 LF* 15 CF/LF = 3000 CF / 27 CF = 111 CY* 1.48%Bulk =164CY) 60 02210 3002 9914 PCT For Quantiitiees> 50 To 250 (> 39 m3 To 191 m3), Add 151.70 Quantity Unit Price . Factor Installation 164.00 x 0.81 x 1.1420 Additional Excavation To Tie Into Existing Sewer Line, Line Not Located As Shown On Plans. (200 LF * 15 CF/LF = 3000 CF / 27 CF =111 CY* 1.48% Bulk = 164 CY)' Total 151.70 June 04, 2008 Page 6 of 31 Sect Item Mod. UOM Description Line Total 81 02210 3002 CY BaddUling Around Building Foundations And Other Structuresby Hydraulic 31.76 Excavator, Backhoe, Loader Quantity Unit Price Facpor Installation 13.70 x 2.03 x 1.1420 Swale Trench Excavation. (375 CF or 13.9 CY • 1.31% Bulk a 18.2 CY *75% By Machine a 13.7 CY) Total 31.76 62 02210 3002 9912 PCT For Quantities Up To 20 (Up To 15 M3), Add 31,76 Quantity Unit Price Factor Installation 13.70 x 2.03 x 1.1420 a Swale Trench Excavation. (375 CF or 13.9 CY • 1.31% Buik a 18.2 CY • 75% By Machine a 13.7 CY) Total 31.76 63 02210 3002 CY Bac/dilling Around Building Foundations And Other Structureaby Hydraulic 205.58 Excavator, Backhoe, Loader Quantify Unit Price Factor Installation 83.40 x 2.03 x 1.2143 a Footing Removal, Back011(6 Footings t 10 CY Each = 60 CY • 1.39% Compaction = 83.4 CY) Total 205.58 64 02210 3002 9914 PCT For Quantities s• 50 To 250 (> 39 m3 To 191 m3), Add 82.03 Quantity Unit Pike Factor Installation 83.40 x 0.81 x 1,2143 = Footing Removal, Backfill (6 Footings @ 10 CY Each a 60 CY • 1.39% Compaction a 83.4 CY) Total 82.03 65 02210 3003 CY Baokfilling Around Building Foundations And Other Structuresby Hand 61.21 Quantity Unit Price Factor installation 4.60 x 11.91 x 1.1420 = Swale Trench Excavation. (375 CF or 13.9 CY • 1.31% Bulk = 18.2 CY • 25% By Hand = 4.5 CY) Total 61.21 66 02210 4001 CY Compaction Of Backlit Or Subbase For Building Foundationsand Other Structures 447.62 by Vibratory Rate, Air Tamper, etc Quantity Unit Pdce Factor Installation 154.00 x 239 x 1.1420 = Additional Excavation To Tie Into Existtng Sewer Line, Line Not Located As Shown On Plans. (200 LF • 15 CF/LF = 3000 CF / 27 CF =111 CY • 1.48% Bulk =164 CY) Total 447.52 67 02210 4001 9924 PCT For Quantities > 50 To 250 (> 39 m3 To 191 m3), Add 179.80 Quantity Unit Price Factor Installation 164.00 x 0.96 x 1.1420 a Additional Excavation To Tie into Existing Sewer Line, Una Not Located As Shown On Plans. (200 LF• 15CF/LF=3000 CF/27 CF=111 CY • 1.48% Bulk = 164 CY) Total 179,80 68 02210 4001 CY Compaction Of BacktIlr Or Subbase For Building Foundationsand Other Structures 37.39 by Vibratdry Plate, Air Tamper. etc Quantity Unit Price Factor Installation 13.70 x 239 x 1.1420 a Swale Trench Excavation. (375 CF or 13.9 CY * 1.31% Bulk = 18.2 CY • 75% By Machine a 13.7 CY) Total 37.39 69 02210 4001 9922 PCT For Quantities Up To 20 (Up TO 15 M3), Add 37.39 Quantity Unit Price Factor Installation 13.70 x • 2.39 x 1.1420 = Swale Trench Excavation. (375 CF or 13.9 CY • 1.31% Bulk = 18.2 CY"75% By Machine=13.7 CY) Total 37.99 70 02210 4002 CY Compaction Of Backtll( Or Subbase For Building Foundationsand Other Structures 11.89 by Hand. Quantity Unit Price Factor Installation 1.33 x 7.83 x 1.1420 a Additional Brick Pavers On South Side Of Building, Send Bedding, (215 SF @ 2 IN in Depth a 1.33 CY) Total 11,89 71 02210 4002 CY Compaction Of Bacc ill Or Subbase For Building Foundationsand Other Structures 40.24 by Hand. Quantity Unit Price Factor Installation 4,50 x 7.83 x 1.1420 a Swale Trench Excavation. (375 CF or 13.9 CY *1.31% Bulk = 18.2 CY • 25% By Hand = 4.5 CY) Total 40.24 June 04, 2008 Page 7 of 31 Sect. Item Mod. UOM Description Line Total 72 02210 4002 CY Compaction Of Backfill Or Subbase For Building Foundationsand Other Structures 792.96 by Hand. Quantity Unit Price Factor Installation 83.40 x 7.83 x 1.2143 = Footing Removal, Backfill (8 Footings 0 10 CY Each = 80 CY * 1.39% Compaction = 83.4 CV) Total 792,96 73 02210 4002 CY Compaction Of Backfill Or Subbase For Building Foundationsand Other Structures 42.74 by Hand. Quantity Unit Price Factor installation 4.78 x 7.83 x 1.1420 Existing Sidewalk Removal And Replacement On West Side Of Building, Compact Existing Surface. (775 SF' 50% FHP/Southeastem Split= 387.5 SF 4 IN In Depth = 4.78 CY) Total 42.74 74 02210 5001 SY Rough Grading For Building Foundations And Other Structuresby Machine 191.85 Quantity Unit Price Factor Total Installation 427.00 x 0.37 x 1.2143 = 191.85 02/08/07 REVISION (Add1 Greenspace Excavation = 427 SY) 75 02210 5001 SY Rough Grading For Building Foundations And Other Structuresby Machine 341.46 Quantity Unit Price Factor Total Installation 760.00 x 0.37 x 1.2143 = 341.46 02/08/07 REVISION (Add1 Parking Lot Excavation = 760 SY) 76 02210 5001 SY • Rough Grading For Building Foundations And Other Structuresby Machine 202.18 Quantity Unit Price Factor installation 450.00 x 0.37 x 1.2143 04/27/07 REVISION (East Collection Areas Excavation = 4,050 SF or 450 SY) Total 202.18 77 02210 5002 SY Finish Grading For Building Foundations And Other Structuresby Machine 279.99 Quantity Unit Price Factor Total Installation 384.30 x 0,60 x 1.2143 = 279.99 02/08/07 REVISION (Addy Greenspace Excavation = 427 SY • 90% By Machine = 364.3 SY) 78 02210 5002 SY Finish Grading For Building Foundations And Other Structuresby Machine 498.35 Quantity Unit Price Factor Installation 684.00 x 0.60 x 12143 02/08/07 REVISION (Addi Parking Lot Excavation = 760 SY' 90% By Machine = 684 SY) Total 498.35 79 02210 5002 SY Finish Grading For Building Foundations And Other Structuresby Machine 295.07 Quantity Unit Price Factor Installation 405.00 x 0.60 x 1.2143 = 04/27/07 REVISION (East Collection Areas Excavation = 4,050 SF or 450 SY • 90% By Machine = 405 SY) Total 295.07 80 02210 5003 SY Finish Grading For Building Foundations Arad Other Structuresby Hand 64.91 Quantity Unit Price Factor Installation 24.50 x 2.32 x 1.1420 Public Works Items, Neighboring Park Sidewalk Replacement (220 SF or 24.5 SY) Total 64.91 81 02210 5003 SY Finish Grading For Building Foundations And Other Structuresby Hand 214.11 Quantity Unit Price Factor installation 76,00 x 2.32 x 12143 = 02/08/07 REVISION (Add1 Parking Lot Excavation = 760 SY * 10% By Hand = 76 SY) Total 214.11 82 02210 5003 SY Finish Grading For Building Foundations And Other Structuresby Hand 120.29 Quantity Unit Price Factor Installation 42.70 x 2.32 x 1.2143 02/08/07 REVISION (Addl Greenspace Excavation = 427 SY • 10% By Hand = 42.7 SY) Total 120.29 83 02210 5003 SY Finish Grading For Building Foundations And Other Structuresby Hand 36.83 Quantity Unit Price Factor Total Installation 13.90 x 232 x 1.1420 = 38.83 Playground Slab, Prep. (125 SF or 13.9 SY) June 04, 2008 Page 8 of 31 Sect. Item Mod. UOM Description Line Total 84 02210 5003 SY Finish Grading For Building Foundations And Other Stru turesby Hand 126.77 Quantity Unit Price Facor Installation 45.00 x 2.32 x 1.2143 c 04/27/07 REVISION (East Collection Areas Excavation = 4,050 SF or 45p SY *10% By Hand = 45 SY) Total 128.77 85 02210 8001 CY Load F+r+ac Material For Removal From Excavation For BuaidingFoundations and 245.21 Other Structures by Machine Quantity Unit Price Factor Installation 73.70 x 2.74 x 1.2143 z 04/27/07 REVISION (East Collection Areas Excavation = 65.5 CY • 1.25% Swell = 81.9 CY • 90% By Machine = 73.7 CY) Total 245.21 86 02210 8001 9934 PCT For Quan88es > 50 To 250 (> 39 m3 To 191 m3), Add 98.44 Quantity Unit Price Factor Installation 73.70 x 1.10 x 1.2143 = 04/27/07 REVISION (East Collection Areas Excavation = 65.5 CY • 1.25% Swell = 81.9 CY • 90% By Machine = 73.7 CY) Total 98.44 87 02210 6001 CY Load Excess Material For Removal From Excavation For BulldtngFoundations and 218.26 Other Structures by Machine Quantity Unit Price Factor Installation 65.80 x 2.74 x 12143 02/08/07 REVISION (Add1 Greenspace Excavation = 58.3 CY • 125% Swell = 72.9 CY *90% By Machine = 65.6 CY) Total 21826 88 02210 6001 9934 PCT For Quantities > 50 To 250 (a 39 m3 To 191 m3), Add 87.62 Quantity Unit Price Factor Total Installation 65.60 x • 1.10 x 12143 = 87.62 02/08/07 REVISION (Add'I Greenspace Excavation = 58.3 CY • 125% Swell = 72.9 CY • 80% By Machine = 65.8 CY) 89 02210 6001 CY Load Excess Material For Removal From Excavation Fa BuidingFoundations and 20.96 Other Structures by Machine Installation Quantity Unit Price 6.70. x 274 X Factor 1.1420 = Existing Sidewalk Removal And Replacement On West Side Of Building, Load Relocated Material Into Dumpster. (775 SF * 50% FHP/Southeastem Split = 387.5 SF @ 4 IN in Depth = 4.78 CY • 1.4% Bulk = 6.7 CY) Total 20.96 90 02210 6001 9932 PCT For Quantities Up To 20 (Up To 15 M3), Add 20.96 Quantity Unit Price Factor installation 6.70 x 2.74 x 1.1420 = Existing Sidewalk Removal And Replacement On West Side Of Bui►ding, Load Relocated Material Into Dumpster. (775 SF * 50% FHP/Southeastem Split = 387.5 SF @ 4 IN In Depth = 4.78 CY • 1.4% Bulk = 6.7 CY) Total 20.96 91 02210 6002 CY Load Excess Material For Removal From Excavation For BuildingFoundations and 69.33 Other Structures by Hand Quantity Unit Price Factor Installation 3.31 x 18.34 x 1.1420 Additional Brick Pavers On South Side Of Building. (215 SF @ 4 IN In Depth =71.7 CF or 2.65 CY • 125% Swell = 3.31 CY) Total 69.33 92 02210 6002 CY Load Excess Material For Removal From Excavation For SutdingFoundations and 240.52 Other Structures by Hand Quantity Unit Price Factor Installation 10.80 x 18.34 x 1.2143 02/08/07 REVISION (Adds Parking Lot Excavation = 88.1 CY • 1.25% Swell =107.8 CY • 10% By Hand = 10.8 CY) Total 240.52 93 D2210 6002 CY Load Excess Material For Removal From Excavation For ButldingFoundations and 182.62 Other Structures by Hand Quantity Unit Price Factor Total installation 8.20 x 18,34 x 1.2143 = 162.62 04/27/07 REVISION (East Collection Areas Excavation = 65.5 CY • 1.25% Swell = 81.9 CY • 10% By Hand C 8.2 CY) June 04, 2008 Page 9 of 31 Sect Rem Mod. UOht Description Line Total 94 02210 6002 CY Load Excess Material For Removal From Excavation For BuildingFoundations and Other Structures by Hand Quantity Unit Price Factor Total installation 7.30 x 18.34 x 1.2143 = 162.57 02J08/07 REVISION (Add1 Greenspace Excavation = 58.3 CY' 125% Swell = 72.9 * 10% By Hand = 7.3 CY) 162.57 95 D2212 1102 CY Cut, Shape, and Rough Grading for Roadways, Parking Areas,Landscaping and 317.37 Embankments by Machine in Loose Rock Quantity Unit Price Factor Installation 98.80 x 2.70 x 1.2143 = 02/08J07 REVISION (Addy Parking Lot Excavation = 86.1 CY * 1.25% Swell =107.6 CY * 90% By Machine = 96.8 CY) Total 317,37 96 02212 1102 9914 PCT For Quantities > 50 To 250 (> 39 m3 To 191 m3), Add 126.95 Quantity Unit Price Factor Installation 96.80 x 1.08 x 12143, = 02/08/07 REVISION (Add1 Parking Lot Excavation = 86.1 CY * 1.25% Swell = 107.6 CY " 90% By Machine = 96.8 CY) 97 02212 1201 SY Shape Embankment/Slope By Hand Up To 1 On 4 Slope Total 126.95 390.29 Quantity Unit Price Factor Installation 267.00 x 1.28 x 1.1420 = Sod Installation. (2,400 SF or267 SY) Total 390.29 98 02212 3003 CY Relocating On Site Excavated Material for Roadways, ParkingAreas, Landscaping • 77.89 and Embankments Over 500' to 1000' Installation Quantity Unit Price Factor 17.40 x 3.92 x 1.1420 Swale Trench Excavation, Relocate Excavate Material From NE Corner Of Building To Parking SW Comer Or Parking Lot w/ Bobcat. (375 CF or 13.9 CY * 1.25% Swell =17.4 CY) Total 77.89 99 02212 3003 9922 PCT For Quantities Up To 20 (Up To 15 M3), Add 77.89 Quantity Unit Price Factor Installation 17.40 x 3.92 x 1.1420 = Swale Trench Excavation, Relocate Excavate Material From NE Comer Of Building To Parking SW Corner Or Parking Lot w/ Bobcat (375 CF or 13.9 CY * 125% Swell =17,4 CY) Total 77.89 100 02212 3003 CY Relocating On Site Excavated Material for Roadways, ParkingAreas, Landscaping 81.47 and Embankments Over 500'to 1000' Quantity Unit Price Factor Installation 18.20 x 3.92 x 1.1420 Swale Trench Excavation, Relocate Backfill Material From SW Corner Of Parking Lot To NE Corner Of Building w/ Bobcat. (375 CF or 13.9 CY* 1.31 % Bulk = 18.2 CY) Total 81.47 101 02212 3003 9922 PCT For Quantities Up To 2p (Up To 15 M3), Add 81.47 Quantity Unit Price Factor Total installation 18.20 x 3.82 x 1.1420 = 81.47 Swale Trench Excavation, Relocate Backfill Material From SW Corner Of Parking Lot To NE Comer Of Building w/ Bobcat. (375 CF or 13.9 CY* 1.31% Bulk =182 CY) 102 02212 7001 CY Load Excess Material for Removal for Roadways, Parking Areas,Landscaping and 309.14 Embankments by Machine Quantity Unit Price Factor Installation 96.80 x 2.63 x 12143 02/08/07 REVISION (Addl Parking Lot Excavation = 86.1CY * 1.25% Swell =107.6 CV * 90% By Machine = 96.8 CV) Total 309.14 103 02212 7001 9934 PCT For Quantities > 50 To 250 (> 39 m3 To 191 m3), Add 123,42 Quantity Unit Price Factor Installation 98.80 x 1.05 x 1.2143 = 02/08/07 REVISION (Add1 Parking Lot Excavation = 86.1CY * 1.25% Swell = 107.6 CY *90% BY Machine = 96.8 CY) Total 123.42 June 04, 2008 Page 10 of 31 Sect. Item Mod. UDM Description Line Total 104 02213 4008 TON #7 Stone Aggregate Fdl (1/2" To 114) 3,258.59 Quantity Unit Price Factor Installation 158.60 x 16.92 x 12143 09/12/07 AS -BUILT (Parking Lot Backftll, 8,840 SF ® .35 FT Average = 88.7 CY* 1.31% Bulk = 116.2 CY • 2,730 LBS/CY =158.6 TONS) Total 3,258.59 105 02213 4013 TON 857 Stone Aggregate Fal (84 To 1") 447,58 Quantity Unit Price Factor Total Installation 24.90 x 15.74 x 1.1420 = 447.68 Swale Trench Excavation. (375 CF or 13.8 CY • 1.31% Bulk =18.2 CY • 2,730 8/CY = 24.9 Tons) 106 02213 4013 4292 PGT For Quantities > 10 To 25 (> 8 To 19 M3), Add 44.64 Quantity Unit Price Factor Total Installation 24.80 X 1.57 x 1.1420 = 44.64 Swale Trench Excavation. (375 CF or 13.9 CY * 1.31% Bulk =18.2 CY * 2,730 U/CY = 24.9 Tons)' 107 02215 1003 CY 12" Wde or Less, Excavation for Trenching by Machine in LooseRock 12.56 Quantity Unit Pace Factor Installation 1.90 x 5.79 x 1.1420 = Playground Drinking Fountain, 1 IN Waterline Replacement, Excavation. (80 LF* .5 CF/LF =40 CFor1.5CY* 1.25%Swell -1.9CY) Total 12,56 108 02215 1003 9902 PCT For Quantities Up To 20 (Up To 15 M3), Add 10.05 Quantity Unit Price Factor Installation 1.90 x 4.63 x 1.1420 = 'Playground Drinking Fountain, 1 IN Waterline Replacement, Excavation. (80 LF • .5 CF/LF =40 CFor1.5CY`1.25%Swell =1.9CO' Total 10.05 109 02215 1003 CY 12" Wide or Less, Excavation for Trenching by Machine in LooseRock 18.18 Quantity Unit Price Factor Installation 2.75 x 5.79 x 1.1420 Existing irrigation System Repairs, North Side, Excavation (2-1/2 IN 41 140 LF + 1 IN @ 150 LF = 290 LF Pipe (g) 2 CF/LF = 58 CF or 2.2 CY • 125% Swell = 2.75 CY) 110 02215 1003 9902 PCT For Quantities Up To 20 (Up To 15 M3), Add Total 18.18 14.54 Quantity Unit Price Factor Installation 2.75 x 4.63 x 1.1420 = Existing Irrigation System Repairs, North Side, Excavation (2-1/2 IN a 140 LF + 1 IN @ 150 LF = 280 LF Pfpe a .2 CF/LF = 58 CF or 2.2 CY • 1,25% Swell = 2.75 CY) Total 14.54 111 02215 1004 CY Over 12" Wide, Excavation for Trenching by Machine in Loose Rock 71.68 Quantity Unit Price Factor Installation 13.05 x 4.81 x 1.1420 Swale Trench Excavation. (375 CF or 13.9 CY * 1.25% Swell = 17.4 CY • 75% By Machine = 13.05 CY) Total 71.68 112 02215 1004 9902 PCT For Quantities Up To 20 (Up To 16 M3), Add 57.38 Quantity Unit Price Factor Installation 13.05 x 3.85 x 1.1420 Swale Trench Excavation. (375 CF or 13.9 CY * 1.25% Swell = 17.4 CY • 75% By Machine = 13,05 CY) Total 57.38 113 02215 2002 CY Excavation for Trenching by Hand in Loose Rockindudes Stockpiling Excess 93.72 Materials and Trimming Sides and Bottom of Trench. Quantity Unit Price Factor Installation 1.80 x 42.88 x 1.2143 = Relocate Plumbing Fixtures In ADA Stalls, Concrete Floor Removal. (48 CF or 1.8 CY) Total 93.72 114 02215 2002 CY Excavation for Trenching by Hand in Loose Rockincludes Stockpiling Excess Materials and Trimming Sides and Bottom of Trench. Quantity Unit Price Factor Installation 4.35 x 42.88 x 1.1420 = Swale Trench Excavation. (375 CF or 13.9 CY • 1.25% Swell = 17.4 CY • 25% By Hand = 4.35 CY) Total 213.01 213.02 June 04, 2008 Page 11 of 31 Sect item Mod. UOM Description Line Total 115 02215 2002 CY Excavation for Trenching by Hand in Loose Rockincludes Stockpiling Excess 117.53 Materials end Trimming Sides and Bottom of Trench. Quantity' Unit Price Factor installation 2.40 x 4288 x 1.1420 Additional Brick Pavers On South Side Of Building, Irrigation Sleeve Extension. (60 LF @ 1 CF/LF = 50 CF • 1.25% Swell = 63 CF or 2.4 CY) Total 117.63 116 02215 3001 CY Backfilling or Placing Subbase for Trenches with Imported orStockpied Materials by Machine Quantity Unit Price Factor Installation 2.10 x 1.20 x 1.1420 = Playground Drinking Fountain, 1 IN Waterline Replacement, Backfill. (80 LF • .5 CF/LF = 40 CF or 1.5 CY • 1.39% Compaction = 2.1 CY) Total 2.88 2.88 117 02215 3001 9912 PCT For Quantities Up To 20 (Up To 15 M3), Add 2.30 Quantity Unit Price Factor Installation 2.10 x 0.96 x 1.1420 = Playground Drinking Fountain, 1 IN Waterline Replacement, Backfill. (80 LF • .5 CF/LF a 40 CF or 1.5 CY * 1.39% Compaction = 2.1 CY) 118 02215 3002 CY BaoldUing or Placing Subbase for Trenches with Imported orStockpiled Materials by Hand Total 2.30 15.17 Quantity Unit Price Factor installation 1.80 x 8.94 x 1.2143 = Relocate Plumbing Fixtures In ADA Stalls, Concrete Floor Removal. (48 CF or 1.8 CY) Total 15.17 119 02215 3002 CY Backfilling or Placing Subbase for Trenches with Imported orStockptied Materials 24.57 by Hand Quantity Unit Price Factor Installation 3.10 x 6.94 X 1.1420 Existing irrigation System Repairs, North Side, Backlit (2-1/2 IN © 140 LF + 1 IN @ 150 LF = 290 LF Pipe @ .2 CF/LF = 58 CF or 2.2 CY • 1.39% Compaction = 3.1 CY), Total 24.57 120 02215 3002 CY Backfiiing or Placing Subbase for Trenches with Imported orStockpied Materials by Hand 20.61 Quantity Unit Price Factor Installation 2.60 x 6.94 x 1.1420 Additional Brick Pavers On South Side Of Building, Irrigation Sleeve Extension. (50 LF @ 1 CF/LF a 50 CF • 1.39% Compaction = 70 CF or 26 CY) Total 20.61 121 02215 4002 CY Compaction of Backtl l or Subbase for Trenches by Hand 23.28 Quantity Unit Price Factor Installation 2.80 x 7.84 x 1.1420 a Additional Brick Pavers On South Side Of Building, Irrigation Sleeve Extension. (50 LF @ 1 CF/LF = 50 CF • 1.39% Compaction = 70 CF or Z6 CY) Total 2328 122 02215 4002 CY Compaction of Backfill or Subbase for Trendies by Hand 17.14 Quantity Unit Price Factor Installation 1.80 x 7.84 x 1.2143 = Relocate Plumbing Fixtures In ADA Stalls, Concrete Floor Removal. (48 CF or 1.8 CY) Total 17.14 123 02215 4002 CY Compaction of Backfill or Subbase for Trenches by Hand 18.80 Quantity Unit Price Factor Installation 2.10 x 7.84 x 1.1420 = Playground Drinking Fountain, 1 IN Waterline Replacement, Backfill. (80 LF • .5 CF/LF a 40 CF or 1.6 CY * 1.39% Compaction = 21 CY) Total 18.80 124 02215 4002 CY Compaction of Bacifiill or Subbase for Trenches by Hand 27.76 Quantity Unk Price Factor Installation 3.10 x 7.84 x 1.1420 = Existing irrigation System Repairs, North Side, Backfill (2-1/2 IN @ 140 LF + 1 IN ©150 LF = 290 LF Pipe et .2 CF/LF = 58 CF or 2.2 CY* 1.39% Compaction = 3.1 CY) Total 27.76 125 02215 6001 CY Load Excess Material by Machine for Removal from Fxcavationfor Trenching 47.54 Quantity Unk Price Factor Installation 13.05 x 3.19 x 1.1420 = Swale Trench Excavation. (375 CF or 13.9 CY • 1.25% Swell a 17.4 CY * 75% By Machine = 13.05 CY) Total 47.54 June 04, 2008 Page 12 of 31 Sect Item Mod. UOM Description Line Total 126 02215 6001 9932 PCT For Quantities Up To 20 (Up To 15 M3), Add 38.00 Installation Quantity Unit Price Factor Total 38.00 13.05 x 2.55 x 1.1420 Swale Trench Excavation. (375 CF or 13.9 CY * 1.25% Swell .17.4 CY • 75% By Machine = 13.05 CV) 127 02215 6002 CY Load F".ss Material by Hand for Removal from Excavationfor Trenching 91.11 Quantity Unit Price Factor Installation 4.35 x 18.34 x 1.1420 = Swale Trench Excavation. (375 CF or 13.9 CY *1.25% Swell =17.4 CY • 25% By Hand = 4,35 CY) Total 91.11 128 02441 1107 EA 8" (15cm) Hi -Pop Full Circle Pattern 99.87 Quantity Unit Price Factor Total Installation 5.00 x 14.26 x 1.1420 = 81.42 Demolition 5.00 x 3.23 x 1.1420 = 18.44 Existing Irrigation System Repairs, North Side, Use For Sprinkler Head Replacement. (5 EA) 129 02441 6303 EA 12 Stations Dual Program Hybrid Controller, Station Tune:0, 2,5, 10, 15, 20, 30, 45 Minutes, 1 Hour And 2 Hours. Automatic Starts: 8 Start Times Per Program. Programming Schedule: 2,3, And 5 Day Fixed Cycle; Or 7 Day Variable Cycle Selection. 2,81327 Quantity Unit Price Factor Total Installation 1.00 x 2,218.96 x 1.1420 = 2,634.05 Demolition 1.00 x 244.50 x 1.1420 = 279.22 E fisting irrigation System Repairs. (1 EA) 130 02441 5851 EA Mini Click Rain Sensor 64.29 Quantity Unit Price Installation 1.00 x 58.30 x Existing irrigation System Repairs, Rain Sensor Replacement (1 EA) Factor 1.1420 = Total 64,29 131 02464 3811 EA 4" Cieanout With Plug, Drain And Sewer Fitting t 53.26 Quantity Unit Price Factor Installation 2.00 x 23.32 x 1.1420 " Additional Sewer Line, Une Not Located As Shown On Plans, Additional Clean -Outs. (2 EA) Total 53.26 132 02512 2001 CSF Plastic Fitter Fabric Underground Drain LNes 142.96 Quantity Unit Price Installation 4.80 x 26.08 x Swale Trench Excavation. (4.8 CSF) ' Factor 1.1420 Total 142,98 133 02520 5751 EA Bottom Dome Strainer 94.56 Quantity Unit Price Factor Total Installation 1.00 x 82.80 x 1.1420 = 94.56 Existing Irrigation System Repairs, Use For Canal Basket Replacement (1 EA) 134 02555 7201 EA 12" Wide x 16" Long x 16• Deep Plastic Meter Box And Cover 120,58 Quantity Unit Price Factor Total Installation 1.00 x 93.56 x 1.1420 = 106.83 Demolition 1.00 x 12.04 x 1.1420 = 13.75 Public Works Items, Neighboring Park Sidewalk Replacement, Meter Box Removal and Replacement (1 FA) 135 02561 7601 FA Remove And Reinstall Manhole Cover And Frame 253.23 Quantity Unit Price Factor Installation 2.00 x 104.27 x 1.2143 = 09/12/07 AS -BUILT (Adjust 2 Parking Lot Inlets To Accomodate DERM Requirements) Total 253.23 136 02570 1203 EA Riser iMth 3 1/4" to 4" Rise Adjustable or Solid 454.78 Quantity Unit Price Factor Installation 2.00 x 187.26 x 1.2143 09/12/07 AS -BUILT (Adjust 2 Parking Lot Inlets To Accomodate DERM Requirements) Total 454.78 June 04, 2008 Page 13 of 31 Sect Item Mod, UOM Description Line Total 137 02611 1111 CY Graded Crushed Aggregate Roadway Base Course,Spread With Compaction 3,636.19 Quantity Unit Price Factor Installation 116.20 x 25.77 x 1.2143 09/12/07 AS -BUILT (Parking Lot Backlit 8,840 SF fp .35 FT Average., 88.7 CY • 1.31% Bulk 116.2 CY) Total 3,636.19 138 02611 1305 SF 6" (15 cm) Crushed Aggregate Base Course, Compacted 139.95 Quantity Unit Price Factor Total Installation 215.00 x 0.57 x 1.1420 = 139.95 Additional Brick Pavers On South Side Of Building. (215 SF) 139 02611 1305 1311 PCT For Quantities Up To 1000, Add 36.83 Quantity Unit Price Factor Total Installation 215,00 x 0.15 x 1.1420 = 36.83 Additional Brick Pavers On South Side Of Building. (215 SF)' 140 02614 2001 SF 4" (10 cm) Thick Slab On Grade, 3000 PSI, Includes Forms. WireMesh And Reinforcing Rods, Vapor Barrier, Concrete, Curing, Expansion And Construction Joints And Finish. Excavation And Earthwork Not Included. 545.31 Quantity Unit Price Factor Total Installation 125.00 x 3.82 x 1.1420 = 545.31 Playground Slab, Replacement (125 SF) 141 02614 2001 2030 POT For Quantities Up To 500, Add 165.60 Quantity Unit Price Factor Total Installation 125.00 x 1.09 x 1.1420 = 155.60 Playground Slab, Replacement (125 SF) 142 02614 2001 SF 4" (10 cm) Thick Slab On Grade, 3000 PSI, Includes Forms, AteMesh And Reinforcing Rods, Vapor Barrier, Concrete, Curing, Expansion And Construction Joints And Finish. Excavation And Earthwork Not Included. 959,74 Quantity Unit Price Factor Total Installation 220.00 x 3.82 x 1.1420 = 959.74 Public Works Items, Neighboring Park Sidewalk Replacement (220 SF) 143 02614 2001 2030 POT For Quantities Up To 500, Add 273.85 Quantity Unit Price Factor Installation 220.00 x 1.09 x 1.1420 = Public Works Items, Neighboring Park Sidewalk Replacement (220 SF) Total 273.85 144 02614 2001 SF 4" (10 cm) Thick Slab On Grade, 3000 PSI, Includes Forms, WireMesh And Reinforcing Rods, Vapor Barrier, Concrete, Curing, Expansion And Construction Joints And Finish. Excavation And Earthwork Not Included. 1,690.45 Installation Quantity Unit Price Factor 387.50 x 3.82 x 1.1420 = Existing Sidewalk Removal And. Replacement On West Side Of Building. (775 SF • 50% FHP/Southeastem Split m 387.5 SF) Total 1,690.45 145 02614 2001 2030 PCT For Quantities Up To 600, Add 482.35 Quantity Unit Price Factor Total Installation 387.50 x 1.09 x 1.1420 = 482.35 Existing Sidewalk Removal And Replacement On West Side Of Building. (775 SF '50% FHP/Southeastem Split = 387.5 SF) 146 02630 2002 SF Brick Walk On Sand Bed, On Edge 7.2 Bricks/SF, Sand Joint 2,769.58 Quantity Unit Price Factor Total Installation 215.00 x 11.28 X 1,1420 = 2,769.58 Additional Brick Pavers On South Side Of Building. (216 SF) 147 02630 2002 2101 PCT For Quantities Up To 500, Add 1,205.55 Quantity link Price Factor Total Installation 215.00 x 4.91 X 1.1420 = 1,205.55 Additional Brick Pavers On South Side Of Building. (215 SF) June 04, 2008 Page 14 of 31 Sect. Item Mod. UOM Description Una Total 148 02630 2019 SF 2" Sand Bedding 56.47 Quantity Unit Price Factor Total Installation 215.00 x 023 x 1.1420 = 56.47 Additional Brick Pavers On South Side Of Building. (215 SF) 149 02630 2019 2101 PCT For Quantities Up To 500, Add 24.55 Quantity Unit Price installation 215.00 x 0.10 x Additional Brick Pavers On South Side Of Building. (215 SF) Factor 1.1420 Tbtal 24.55 150 02630 3101 SF 4" (10 cm) Cast In Place Concrete Sidewalk With Fiber Mesh,No Base 1,057.63 Quantity Unit Price Factor installation 387.50 x 2.39 x 1.1420 Existing Sidewalk Removal And Replacement On West Side Of Building. (775 SF • 50% FHP/Southeastem Split= 387.5 SF) Total 1,057.83 151 02630 3101 3123 PCT For Quantities > 250 To 500, Add 110.63 Installation Quantity Unit Price Factor 387.50 x 025 x 1.1420 = 'Existing Sidewalk Removal And Replacement On West Side Of Building. (775 SF * 50% FHP/Southeastem Spilt = 387,5 SF)' Total 110.63 152 02630 3101 5215 PCT For Removal, Hauling To 15 Mlles & Disposal, Add 562.01 Quantity Unit Price Factor Total Installation 387.60 x 1.27 x 1.1420 = 562.01 'Existing Sidewalk Removal And Replacement On West Side Of Building. (775 SF * 50% FHP/Southeastem Split = 387.5 SF)' 153 02630 3109 EA Additional Finish For Handicap Drop SecBpn In Sidewalk 19.92 Quantity Unit Price Factor Installation 1.00 X 17.44 X 1.1420 = Public Works Items, Neighboring Park Sidewalk Replacement, ADA Ramp. (1 EA) Total 19.92 154 02630 5603 SF 4" x 8" x 23/8" Cobbled Paver Precast, Scored 4"x 4" 1,761.54 Quantity Unit Price Factor Total Installation 250.00 x 4.11 x 1.1420 = 1,173.41 Demolition 250.00 x 2.06 x 1.1420 = 588.13 Repair/Replace Damaged and/or Disturbed Pavers, Less Material (Approx. 250 SF) 155 02630 5603 5991 POT For Quantities Up Tp 500, Add 519.61 Quantity Unit Price Factor Installation 250.00 x 1.82 x 1.1420 Repair/Replace Damaged and/or Disturbed Pavers, Less Material (Approx. 250 SF) Total 519.61 156 02711 1109 VLF 12" (31 cm) Diameter Hole, Auger By Machine Fence Post Hole InSoll 39.19 Quantity Unit Price Factor Installation 0.00 x 5.72 x 1.1420 = Playground Slab, Existing Picnic Table Removal and Reinstallation (2 EA (V 3 iF = 6 VLF) Total 39.19 157 02711 1318 VLF Concrete Fill, 12"(31 cm) Diameter Hole 51.46 Quantity Unit Price Installation 6.00 x 7.51 x Playground Slab, Existing Picnic Table Removal and Reinstallation (2 EA (41 Factor 1.1420 = 3LF=6VLF) Total 51.46 158 02772 4202 EA 4" x 4" Slats, Pedestal Table, 4' Square, 4 Seats 85.67 Quantity Unit Price Factor Total Installation 2.00 x 25.01 x 1.1420 = 57.12 Demolition 200 x 12.50 x 1.1420 = 28.55 Playground Slab, Existing Picnic Table Removal and Reinstallation, Less Material. (2 EA) 159 02610 3201 CV Spread Topsoil By Loader From Stockpile 77.64 Quantity Unit Price Factor Total Installation 27.75 x 2.45 x 1.1420 = 77.64 Topsoil Installation. (2,400 SF 6 4 IN In Depth = 29.6 CY • 1.25% Bulk = 37 CY " 75% By Machine = 27.75 CY) June 04, 2008 Page 15 of 31 Sect. item Mod. UOM Description Line Total 160 02810 3202 CY Spread Topsoil By Hand From Stockpile 134.47 Quantity Unit Price Factor installation 9.25 x 12,73 x 1.1420 Topsoil Installation. (2,400 SF © 4 IN In Depth = 29.6 CY • 1.25% Bulk = 37 CY • 25% By Hand = 9.25 CY) Total 134.47 161 02810 3203 SF Top Dress By Hand 248.67 Quantity Installation 2,400.00 x Topsoil Installation. (2,400 SF) Unit Price Factor 0.09 x 1.1420 Total 246.67 162 02810 3209 SF Top Dress By Hand 22.10 Quantity Unit Price Factor Installation 215.00 X 0.00 x 1.1420 = Additional Brick Pavers On South Side Of Building, Sand Bedding. (215 SF) Total 22.10 163 02810 3203 SF Top Dress By Hand 22.10 Quantity Unit Price Factor Installation 215.00 x 0.09 x 1.1420 = Additional Brick Pavers On South Side Of Building, Prep. Subbase. (215 SF) Total 22.10 164 02810 3302 CY Furnish And Place Imported Topsoil, 4" Deep 973.53 Quantity Unit Price Factor Installation 37.00 x 23.04 x 1.1420 = Topsoil Installation. (2,400 SF @ 4 IN In Depth = 29.6 CY • 1.25% Bulk = 37 CY) Total 973.53 165 02820 3902 MSF 1" Deep, Bahia Argentine Sod, 1,000 - 4,000 SF, On LevelGround 870.23 Quantity Installation 2.40 x Sod Installation. (2,400 SF or 2.4 MSF) Unit Price Factor Total 317.51 x 1.1420 = 870.23 166 02831 1213 LS Container, 3 Gailon, Shrub Planting I Quantity Unit Price NPP Task Installation 1.00 x -46328 x Factor 1.0000 = CREDIT- From Original Contract Under Old Factor. (Rhaphiolepis Indica (Alba) Installation, Qty. 36) Total -463.28 -46328 167 02831 1913 LS For Quantities > 50 To 100, Deduct Quantity Unit Price Factor ,NPP Task Installation 1.00 x 92.58 x 1.0000 = CREDIT - From Original Contract Under Old Factor. (Rhaphiolepis Indica (Alba) installation, Qty. 36) Total 92.58 92.58'. 168 02833 7662 LS Rhaphiolepis Indica - Indian Hawthorn, 3 Gal I. Quantity Unit Price Factor NPP Task Installation 1.00 x -232.20 x 1.0000 = CREDIT - From Original Contract Under Old Factor. (Rhaphiolepis Indica (Alba) Installation, Qty. 36) Total -232.20 -232.201 Subtotal for 02 Section 03 44,699,23 169 03311 1198 CF Hand Mix And Place ConcreteNote: For use where conventional equipment access 290.27 is limited or when directed by the owner. Quantity Unit Price Factor installation 24.00 x 9.96 x 1.2143 = Relocate Plumbing Fbdures In ADA Stalls, Concrete Floor Replacement (48 SF or 24 CF) Total 290.27 170 03311 2012 CY Delivery Fee For Concrete PurchasesLess Than 4 CY 131.90 Quantity Unit Price Factor Total installation 1.54 x 75.00 x 1.1420 = 131.90 Playground Slab, Replacement (125 SF 6 4 IN Thick =1.54 CY) June 04, 2008 Page 16 of 31 Sect. Item Mod. UDM Description Line Total 171 03311 2012 CY Delivery Fee For Concrete Pur hasesLess Than 4 CY 232.11 Quantity Unit Price Factor Installation 2.71 x 75.00 x 1.1420 = Public Works Items, Neighboring Park Sidewalk Replacement (220 SF or 2.71 CY) Total 232.11 172 03350 1004 SF Concrete Floor Finishes, Steel Trowel 29.14 Quantity Unit Price Factor installation 48.00 x 0.50 x 1.2143 Relocate Plumbing Fixtures In ADA Stalls, Concrete Floor Replacement (48 SF) Total 29.14 173 03350 1004 1023 PCT For Quantities > 25 To 75 SF, Add 29.14 Quantity Unit Price Factor Installation 48.00 x 0.50 x 1.2143 Relocate Plumbing Fixtures In ADA Stalls, Concrete Floor Replacement (48 SF) Total 29.14 174 03350 1011 SF Concrete Floor Finishes, Mechanical Concrete SandBlasting, Heavy Penetration, 354,85 Floors, Various Finish Textures Quantity Unit Price Factor Installation 161.00 x 1.93 x 1.1420 = Epoxy Ramp Prep. (Surface =161 SF) Total 354.85 175 03350 2021 SF Wall Finishes, Mechanical Concrete Sand Blasting, HeavyPenetration, Walls, 69.00 Various Finish Textures Quantity Unit Price Factor Total installation 19.00 x 3.18 x 1,1420 = 69.00 Epoxy Ramp Prep. (Sides = 19 SF) 176 03920 2102 SF Patch Floors, 1/8" To 1/4", Epoxy Cementitious Patching Mortar 2,075.59 Quantity Unit Price Factor Installation 250.00 x 727 x 1.1420 = Epoxy Ramp Prep. (Top Landing = 25 SF @ 1-1/4" =125 SF) + (Top Ramp =40 SF @5/8" Ave. =100 SF) + (Bottom Landing =25SF@1/4"=25SF) =250SF Total 2,076.59 177 03920 2202 SF Patch With 1/8" To 1/4" Epoxy Cementitious Patching Mortar 1,981.51 Quantity Unit Price Factor Installation 184.00 x 9.43 x 1.1420 Ceramic Tile Installation On South Terrace, Prep. For Tile (734 SF "25% Of Floor = 184 SF) Total 1,981.51 Section 06 Subtotal for 03 5,193.51 178 06110 8341 LF 2"x4" (5cm x loom) Treated Blocking To Steel 603.91 Quantity Unit Price Factor Installation 386.00 x 1.37 x 1.1420 Lower Ceiling In Multi -Purpose Room. Ceiling Ties (218 LF) & Block For Light Fbdrures (168 LF). Total 603.91 179 06110 8343 LF 2"x8" (5cm x 20cm) Treated Blocking To Steel 37.64 Quantity Unit Price Factor installation 16.00 x 2.06 x 1.1420 Drywall Removal And Reinstallation On Restroom Wails To Accomodate ADA Door Operators. (8 LF Per Door * 2 Doors = 16 LF) Total 37.64 180 06110 8343 LF 2"x8" (5cm x 20cm) Treated Blocking To Steel 74.26 Quantity Unit Price Factor Total Installation 24.00 x 2.08 x 1.1420 = 66.46 Demolition 24.00 x 0.65 x 1.1420 = 17.82 Drywall Removal And Reinstallation On Restroom Walls To Accomodate ADA Recognfiguratlon, New Blocking. (24 LF) Subtotal for 06 Section 07 715.83 June 04, 2008 Page 17 of 31 Sect Item Mod. LION Description Line Total 181 07840 3008 CLF Fire Caulk And Seal, 1/2"x1/2" Joint 1,528.38 Quantity Unit Price Factor Installation 8.04 x 166.48 x 1.1420 Upgrade Proposed Acoustical Ceiling To Fire Rated Calling, Fire Caulk Acoustical Angle Around Perimeter Of Rooms. (804 LF or 8.04 CLF) Total 1,528.38 Subtotal for 07 Section 08 1,528.38 182 08210 4121 EA Prepare Existing Door (Rated) For Mortise HardwareNote: Requires door to be taken off site for UL certlfidatio n. 116.10 Quantity Unit Price Factor Installation 2.00 x 50.83 x 1.1420 = Additional Deadbolts (Conference Room / Qty. 1 + Vending Machine Area / Qty. 1 = 2 Total) Total 116.10 183 08210 4121 EA Prepare Existing Door (Rated) For Mortise HardwareNote: Requires door to be taken off site for UL certification. 58.05 Quantity Unit Price Factor Total Installation 1.00 x 50.83 x 1.1420 = 58.05 Additional Deadbolts, Reception Area - 2nd Modification, Change Single Deadbolt To Double. (1 LA) 184 08210 4121 EA Prepare Existing Door (Rated) For Mortise HardwareNote: Requires door to be taken off site for UL certification. 58.05 Quantity Unit Price Factor installation 1.00 x 50.83 x 1.1420 = Additional Deadbolts, Reception Area - 1st Modification, Relocate Deadbolt To Opposite Side Of Door. (1 EA) 185 08710 1311 EA 4-1/2" Swing Clear Hinges, Off -Set Total 58.05 848.28 Quantity Unit Price Factor Total installation 12.00 x 61.90 x 1.1420 = 848.28 Change In Hinges To Accommodate ADA Requirements For 34 IN Doors (12 Total) 186 08710 6051 EA Provide Extra Keys (Above The Three Provided For New Locks)Or Duplicate Keys 92.81 Quantity Unit Price Factor Total Installation 63.00 x 1.29 x 1.1420 = 9281 Additional Keys (63 EA) 187 08710 6051 6059 EA For Quantities > 50, Deduct -14.39 Quantity Unit Price Factor Total Installation 63.00 x -0.20 x 1.1420 = -14.39 Additional Keys (63 EA) 188 08710 6052 EA Rekey Existing Cylinder To Match Existing CylindersOr Master Key 75.39 Quantity Unit Price Factor Installation 2.00 x 33.01 x 1.1420 = Additional Deadbolts, Reception Area - 2nd Modification, Change Single Deadbolt To Double. (2 Sides = 2 EA) Total 75.39 189 08710 6052 EA Rekey Existing Cylinder To Match Existing CylindersOr Master Key 75.39 Quantity Unit Price Factor Installation 2.00 x 33.01 x 1.1420 = Additional Deadbolts (Conference Room / Qty. 1 + Vending Machine Area / Qty. 1 = 2 Total) Total 75.39 190 08710 6052 EA Rekey Existing Cylinder To Match Existing CylindersOr Master Key 603.16 Quantity Unit Price Factor Total Installation 16.00 x 33.01 x 1.1420 = 603.16 Key All Cylinders Per Schedule Provided. (16 EA) 191 08710 6052 6058 EA For Quantities > 5, Deduct -73.09 Quantity Unit Price Factor Total Installation 16.00 x -4.00 x 1.1420 = -73.09 Key All Cylinders Per Schedule Provided. (16 EA) June 04, 2008 Page 18 of 31 Sect. Item Mod. UDM Description Line Total 192 08710 6054 EA Replace Cylinder With New Cylinder 439.49 Quantity Unit Price Factor Total Installation 9.00 x 42.76 x 1.1420 a 439.49 Provide Cylinders For Doors (Qty. 9) 193 06710 6054 8058 EA For Quantifies > 5, Deduct -41.11 Quantity Unit Price Factor Total Installation 9.00 x -4.00 x 1.1420 = -41.11 Provide Cylinders For Doors (Qty. 9) 194 08710 6842 EA Mortised Deadbolt, Key Both SidesNote: ANSI Grade 1, Interchangeable cores, all finishes. Case size 4-1/2' c6" (nominal). Also used for Classroom version. Quantity Unk Price Factor Total Installation 1.00 x 198.07 x 1.1420 = 223.91 Demolition 1.00 x 8.88 x 1.1420 * 7.86 Additional Deadboks, Reception Area - 2nd Modification, Change Single Deadbolt To Double. (1 EA) • 231,77 195 08710 6843 CA Mortised Deadbolt, Key One Side, Cover Plate One SideNote: ANSI Grade 1, Interchangeable cores, all finishes. Case size 4-1/2"x8" (nominal). 328.39 Quantity Unit Price Factor Instafaton 2.00 x 143.78 x 1.1420 = Additional Deadboits (Conference Room / Qty. 1 + Vending Machine Area / Qty. 1 = 2 Total) Total 328.39 196 08710 6843 EA Mortised Deadbolt, Key One Side, Cover Plate One SideNote: ANSI Grade 1, interchangeable cores, all finishes. Case size 4-1/256" (nominal). Quantity Unit Price Factor Total Installation 1.00 x 143.78 x 1.1420 = 164.20 Demolition 1.00 x 6.88 x 1.1420 = 7.86 Additional Deadbolts, Reception Area - 1st Modification, Relocate Deedbolt To Opposite Side Of Door. (1 EA) 172.05 197 08710 8007 EA Cabinet Drawer Lock Square Style, Mortise Mount 2,030.86 Quantity Unit Price Factor Installation 24.00 x 74.09 x 1.1420 = Cabinets Locks, Field Installation. (18 Drawers + 6 Doors = 24 Locks Total) Total 2,030.66 198 08715 9002 EA Heavy Duty Single Door Electric Door Opener 7,229.04 Quantity Unit Price Factor Total installation 2.00 x 2,976.63 x 1.2143 = 7,229.04 ADAAutomatic Hardware Installation, Auto Equalizer. (2 Doors) 199 08716 3006 PR Handicap Press Plate - Radio Control, Complete Includes 2Transmitters And 1 873.32 Receiver, Sedco 59H Radio Quantity Unit Price Factor Total Installation 2.00 x 359.60 x 1.2143 = 873.32 ADA Automatic Hardware installation, Receivers And Actuators. (2 Doors) Subtotal for 08 Section 09 13,103.36 200 09105 1102 SF 3-5/8" Load Bearing Stud, 18 Gauge, 16" (41 cm) On Center,Wrth Tracks And 122.10 Runners Quantity Unit Price Factor installation 81.00 x 1.32 x 1.1420 = Drywall Removal And Reinstallation On Restroom Wails To Accornodate ADA Recognfiguratlon. (81 SF) Total 122.10 201 09105 1102 1211 PCT For Wall Height> 8' To 12' (> 2.4 m To 3.6 m), Add 15.73 Installation Quantity Unit Price Factor 81.00 x 0.17 x 1.1420 = Drywall Removal And Reinstallation On Restroom Walls To Accomodate ADA Recognfiguration, (81 SF) Total 15.73 June 04, 2008 Page 19 of 31 Sect Item Mod. UOM Description Line Total 202 09105 1102 1221 PCT For Quantities Up To 200, Add 36.08 Quantity Unit Price Factor Installation 81.00 x 0.39 x 1,1420 Drywall Removal And Reinstallation On Rashoom Walls To Accomodats ADA Recogntlguration. (81 SF) Total 36.08 203 09105 2101 LF 5-1/2" -18 Gauge Steel Joists 3,392.95 Quantity Unit Price Factor Total Installation 997.00 x 2.98 x 1.1420 = 3,392.95 Lower Ceiling In Multi -Purpose Room. 204 09105 2101 2322 PCT For Ceiling > 11' (3,3 m) High, Add 113.86 Quantity Unit Price Installation 997.00 x 0.10 x Lower Ceding in Multi -Purpose Room. Factor Total 1.1420 = 113.86 205 09205 1104 SF 1-1/2" Funing Channel On Solid Wag, 16" (41 cm) On Center,Coid Rolled 369.27 Quantity Unit Price Factor Total Installation 223.00 x 1.45 x 1.1420 = 369.27 Fur West Wall in Multi -Purpose Room, (223 SF) 206 09205 1104 1113 PCT For Wall Height > 8' To 12' (> 2.4 m To 3.8 m), Add 40.75 Quantity Unit Price Factor Installation 223.00 x 0.16 x 1.1420 'Fur West Wall In Multl-Purpose Room. (223 SF)' Total 40,75 207 09250 1202 SF 5/8" Fire Rated Drywall Installation 165.53 Quantity Unit Price Factor Total Installation 223.00 x 6.66 x 1.1420 = 165.53 Fur West Wall In Multi -Purpose Room. (223 SF) 208 09250 1202 3902 PCT For Quantities> 126 To 320 (> 11.9 m2 To 29.7 m2), Add 30.56 Quantity Unit Price Installation 223.00 x 0.12 x Fur West Wall In Multi -Purpose Room. (223 SF) Factor 1.1420 = Total 30.56 209 09250 1302 SF 5/8" Water Resistant Drywall 180,89 Quantity Unit Price Factor Total Installation 176.00 x 0.74 x 1.1420 = 148.73 Demolition 176.00 x 0.16 x 1.1420 = 32.16 Drywall Removal Arid Reinstallation On Restroom Walls To Accomodate ADA Recognfiguralion. (176 SF) 210 09250 4101 SF Tape, Spackle And Finish Drywall Walls Up To 10' Height 44.22 Quantity Unit Price Factor installation 176.00 x 0.22 x 1.1420 = Drywall Removal And Reinstallation On Restroom Walls To Accomodate ADA Recognfiguration. (176 SF) Total 44.22 211 09250 4101 SF Tape, Spackle And Finish Drywall Walls Up To 10' Height 56.03 Quantity Unit Price Factor Installation 223.00 x 0.22 x 1.1420 = Fur West Wall in Multi -Purpose Room. (223 SF) Total 56.03 212 09250 4101 4292 PCT For Quantities > 128 To 320 (> 11.9 m2 To 29.7 m2), Add 12.73 Quantity Unit Price Factor Total Installation 223.00 x 0.05 x 1.1420 = 12.73 Fur West Wall In Multi -Purpose Room, (223 SF) 213 09250 4301 LF Tape, Spackle And Finish Vertical Corners Up To 10' HeightNote: Inside or outside drywall corners. Quantity Unit Price Factor Installation 36,00 x 0.45 x 1.142a = Fur West Wall In Multi -Purpose Room. (38 LF) Total 18.50 18.50 June 04, 2008 Page 20 of 31 Sect. item Mod. UOM Description Line Total 214 09250 4301 LF Tape, Spackle And Finish Vertical Corners Up To 10' HeightNote: Inside or outside 27.75 drywall obmers. Quantity Unit Price Factor Total Installation 54.00 x 0.45 x 1.1420 = 27.75 Drywall Removal And Reinstallation On Restroom Wails To Accomodate ADA Recognfiguration. (64 LF) 215 09270 1002 LF Corner Bead, Galvanized Metal For Gypsum Wallboard 12.54 Quantity Unit Price Factor Total Installation 18.00 x 0.61 x 1.1420 = 12.64 Fur West Wall In Multi -Purpose Room. (18 LF) 216 09305 2002 SF 1/2" Cementitious Backer Units For instakation On Floors 381.88 Quantity Unit Price Factor Total Installation 220.00 x 1.52 x 1.1420 = 381.88 Drywall Removal And Reinstallation On Restroom Walls To Accomodate ADA Recognfiguration. (220 SF) 217 09305 2002 1011 PCT For Quantities Under 250SF, Add 40.20 Quantity Unit Price Factor Installation 220.00 x 0.16 x 1.1420 Drywall Removal And Reinstallation On Restroom Walls To Accomodate ADA Recognflguratipn. (220 SF) Total 40.20 218 09305 2002 2011 PCT For Installation On Wall, Add 40.20 Quantity Unit Price Factor Installation 220.00 x 0.16 x 1.1420 = Drywall Removal And Reinstallation On Restroom Walls To Accomodate ADA Recognfiguration. (220 SF) Total 40.20 219 09310 1002 SF Unmounted Floor Tile, 8"x8" And LargerNote: Includes glazed porcelain, unglazed 4,878.49 porcelain and glazed ceramic tiles. Quantity Unit Price Factor Installation 734.00 x 5.82 x 1.1420 Ceramic Tie Installation On South Terrace (734 SF) Total 4,878.49 220 09511 1101 SF 2' x 2' x 5/8" Fiberglass Acoustical Ceiling Panel(Suspenslon System Not Included) 0.00 Quantity Unit Price Factor Installation 0.00 x 0.86 x 1.1420 = Upgrade Proposed Acoustical Ceiling To Fire Rated Ceiling, Modifier Only. (2,433 SF) Total 0.00 221 09511 1101 2403 SF For Fire Rated Panels, Add 1,139.18 Quantity Unit Price Factor Installation 2,433.00 x 0.41 x 1.1420 = 'Upgrade Proposed Acoustical Ceiling To Fire Rated Ceiling, Modifier Only. (2,433 SF)' Total 1,139.18 222 09511 6002 SF Remove And Reinstall Acoustical Panels Only 52.26 Quantity Unit Price Factor Total Installation 176.00 x 0.26 x 1.1420 = 52.26 ADA Automatic Hardware Installation, Conduit Installation (176 SF) 223 09620 6102 SF Vitrified Polymer Composite Tactile Strip, Embedded In Concrete 304.14 Quantity Unit Price Factor Installation 8.00 x 33.29 x 1.1420 = Public Works Items,Neighboring Park Sidewalk Replacement, ADA Ramp. (8 SF) Total 304.14 224 09670 3104 SF Epoxy Flooring Trowel Applied Mortar Compound, 1/4", ChemicalResistant (10000 1,796.59 -12000 PSI) Quantity Unit Price Factor Total Installation 180.00 x 8.74 x 1.1420 = 1,796.59 Epoxy Ramp Prep. ((Surface = 161 SF) + (Sides = 19 SF) = 180 SF) 225 09670 3104 3111 PCT For Quantities Up To 500, Add 407.01 Quantity Unit Price Factor Total Installation 180.00 x 1.98 X 1.1420 = 407.01 Epoxy Ramp Prep. ((Surface = 161 SF) + (Sides = 19 SF) =180 SF) June 04, 2008 Page 21 of 31 Sect Item Mod. UOM Description Line Total 226 09670 3104 3114 SF For Abrasive Surface, Add 185.00 Quantity Unit Pride Factor Total Installation 180.00 X 0.90 x 1.1420 = 185.00 Epoxy Ramp Prep. ((Surface =181 SF) + (Sides =19 SF) =180 SF) 227 09945 1105 SF Pressure Wash Concrete Or Masonry, Up To 5,000 PSi 593.84 Quantity Unit Price Factor Total Installation 4,000.00 x 0.13 x 1.1420 = 593.84 Pressure Wash Areas Adjacent To Construction (Approx. 4,000 SF) 228 09945 1821 SF Cut And Patch Hole To Match Existing, To 10 SF 47.38 Quantity Unit Price Factor Total Installation 9.00 x 4.81 x 1.1420 = 47.38 Attic Smoke Detector Installation (9 SF) 229 09945 1822 SF Cut And Patch Hole To Match Existing, > 10 SF To 50 SF 234.68 Quantity Unit Price Factor Installation 50.00 x 4.11 x 1.1420 = Drywall Removal And Reinstallation On Restroom Walls To Accomodate ADA Door Operators. (50 SF) Total 234.68 Section 10 Subtotal for 09 14,740.34 230 10425 3511 SF Removal Of Floor Graphic 367.27 Quantity Unit Price Factor Total Installation 60.00 x 5.36 x 1.1420 = 367.27 Public Works items, Neighboring Park, Graffiti Removal. (60 SF) Section 12 Subtotal for 10 367.27 231 12000 0001 EA "Mity-Lite", 30"x72" Folding Table Quantity Unit Price NPP Task Installation 10.00 x 282.43 x UF The Purchase And Delivery Of (10), 6 FT, "Mity-Ltd' Folding Tables. Factor 1.0000 = Total 2,824.30 2,824.301, 232 12000 0002 EA "Lifetime", Contour Folding Chairs Quantity Unit Price Factor Total NPP Task Installation 50.00 x 35.19 x 1.0000 = 1,759.50 I UF The Purchase And Delivery Of (50), "Lifetime" Contour Folding Tables. 1,759.50 1 233 12000 0003 EA "lion" Steel Executive Desk (80" x 30") Quantity Unit Price Factor Total NPP Task Installation 1.00 x 591.80 x 1.0000 = 591.80 UF The Purchase And Delivery Of (1) 80"x30" Steel Executive Desk. _..__..._.591 80 234 12000 0004 EA "lion" Steel Kneespace Credenza Quantity Unit Price Factor Total NPP Task Installation 1.00 x 521.40 x 1.0000 = 521.40 UF The Purchase And Delivery Of (1) Steel Kneespace Credenza, 521.40 235 12000 0005 EA "Phoenix" Fabric Chair w/ Arms NPP Task Quantity Unit Price Factor Total Installation 2.00 x 243.85 x 1.0000 = 487.30 UF The Purchase And Delivery Of (2) Fabric Guest Chairs WI Arms. 487.30 236 12000 0008 EA "OFM" Ergonomic Chairw/Arms Quantity Unit Price Factor NPP Task Installation 1.00 x 334.40 x 1.0000 = UF The Purchase And Delivery Of (1) Ergonomic Chair w/ Arms. Total 334.40 334.40 June 04, 2008 Page 22 of 31 Sect. Item Mod. UOM Description Line Total 237 12000 .i 0007. EA ` "Hon" Three Drawer Legal Size Vertcal'File i Quantity Unit Price NPP Task Installation 2.00 x 429.00 x OF The Purchase And Delivery Of (2), 3 Drawer, File Cabinets. Subtotal for 12 Section 13 238 13847 1204 HR System Diagnostics, Technician 7,376.70 296.92 Quantity Unit Price Installation 4.00 X 65.00 x Add! Smoke Detector Installation. (4 HRS) Factor 1.1420 = Total 296.92 239 13847 1204 HR System Diagnostics, Technician 668.07 Quantity Unit Price Factor installation 9.00 x 65.00 x 1.1420 = Fire Alarm Systen, Additional Programming (9 HR) Total 668.07 240 13851 1101 EA 1 Zone Fire Control Panel 226.86 Quantity Unit Price Factor Total Installation 1.00 x 198.65 x 1,1420 = 226.86 Add! Smoke Detector Installation, Use To "Tie -In" To Exisitng Control Panel, Less Material. 241 13851 2241 EA Photoelectric Smoke Detector, With 135 RR Heat Sensor 497.04 Quantity Unit Price Factor installation 3.00 x 145.08 x 1.1420 = Add! Smoke Detector Installation. (3 EA) Total 497.04 242 13851 2264 EA 4 Wre Smoke Detector Base With Relay 207.07 Quantity Unit Price Factor Total Installation 3.00 x 60.44 x 1.1420 = 207.07 Add! Smoke Detector Installation. (3 EA) 243 13965 1022 EA Smoke Or Heat Detector, For FM200 Fire Protection system 393.54 Quantity Unit Price Factor Total Installation 3.00 x 114.87 x 1.1420 = 393.54 Attic Smoke Detector Installation (3 EA) Section 15 Subtotal for 13 2,289.50 244 15048 610f EA Shut Down System 78.69 Quantity Unit Price Factor installation 1.00 x 64.80 x 1.2143 Relocate Plumbing Fixtures In ADA Stalls. Total 78.89 245 15063 1103 LF 1/2" Inside Diameter (12 mm) Copper Pipe/Tubing Type L 43.35 Quantity Unit Price Factor Total Installation 14.00 x 2.07 x 1.2143 = 35.19 Demolition 7.00 x 0.96 x 1.2143 = 8.16 ADA Recognfiguration, Remove And Relocate Two (2) Levoratories. (14 LF) 246 15063 1104 LF 3/4" Inside Diameter (19 mm) Copper Pipe/Tubing Type L 41.04 Quantity Unit Price Factor Total Installation 10.00 x 2.78 x 1.2143 = 33.51 Demolition 5.00 x 1.24 x 1.2143 c 7.53 ADA Recognfiguration, Remove And Relocate Two (2) Lavoratories. (10 LF) 247 15063 2112 EA 1/2" 90 Degree Elbow, Copper 93.62 Quantity Unit Price Factor Total Installation 10.00 x 5.85 x 1.2143 = 71.04 Demolition 5.00 x 3.72 x 1.2143 = 22.59 ADA Recognfiguration, Remove And Relocate Two (2) Lavoratories. (10 EA) June 04, 2008 Page 23 of 31 Sect Item Mod. DOM Description Line Total 248 15063 2154 EA 3/4" Copper tee - Straight Sweat 29.82 Quantity Unit Price Factor installation 2.00 X 12.28 x 1.2143 = ADA Recognfiguratlon, Remove And Relocate Two (2) Lavoratories. (2 EA) Total 29.82 249 15063 2183 EA 1/2" Straight Copper Coupling 14.13 Quantity Unit Price Factor Installation 2.00 x 5.82 x 12143 = ADA Recognfiguration, Remove And Relocate Two (2) Lavoratories. (2 EA) Total 14.13 250 15063 2184 EA 3/4" Straight Copper Coupling 9.41 Quantity Unit Price Factor Installation 1.00 x 7.75 x 1.2143 = ADA Recognfiguratlon, Remove And Relocate Two (2) Lavoratories. (1 EA) Total 9.41 251 15063 2213 EA 3/4" Reducing Copper Coupling 19.67 Quantity Unit Price Factor Installation 2,00 x 8.10 x 1.2143 = ADA Recognfiguration, Remove And Relocate Two (2) Lavoratodes. (2 EA) Total 19.67 252 15063 2501 EA Cut And Prepare Up To 1/2' (12 mm) Pipe 8.35 Quantity Unit Price Factor Installation 2.00 x 3.44 x 12143 = ADA Recognfiguration, Remove And Relocate Two (2) Lavoratories. (2 EA) Total 8.35 253 15063 2502 EA Cut And Prepare 3/4" (19 mm) Pipe 9.01 Quantity Unit Price Factor Installation 200 x 3.71 x 1.2143 = ADA Recognfiguration, Remove And Relocate Two (2) Lavoratories. (2 EA) Total 9.01 254 15063 2821 EA 1/2" Dielectric Union, Female Brass Thread X Iron Pipe 71.50 Quantity Unit Price Factor Installation 4.00 x 11.04 x 12143 = Demolition 4.00 x 3.68 x 12143 = ADA Recognfiguration, Remove And Relocate Two (2) Lavoratories. (4 EA) Total 53.62 17.87 255 15084 3101 LF 1-1/2" (38 mm) ABS-PVC Pipe Schedule 40Not Including Fittings And Hangers 297.83 Quantity Unit Price Factor Total Installation 80.00 x 2.11 x 1.1420 = 192,77 Demolition 80.00 x 1.15 x 1.1420 = 105.06 Playground Drinking Fountain, 1 IN Waterline Replacement. (80 LF) 256 15064 3101 3502 PCT For Underground Or Rework, Deduct -39.28 Quantity Unit Price Factor Total Installation 80.00 x -0.43 x 1.1420 = -39.28 'Playground Drinking Fountain, 1 IN Waterline Replacement (80 LF)' 257 15064 3101 LF 1-1/Z' (38 mm) ABS-PVC Pipe Schedule 40Not Including Fittings And Hangers 558.44 Quantity Unit Price Factor Total Installation 150.00 x 211 x 1.1420 = 361,44 Demolition 150.00 x 1.15 x 1.1420 = 197.00 Existing Irrigation System Repairs, North Side, Use For 1 IN Main Pipe Replacement (150 LF) 258 15064 3101 3502 PCT For Underground Or Sitework, Deduct -73.86 Quantity Unit Price Factor Installation 150.00 x -0.43 x 1.1420 = Existing Irrigation System Repairs, North Side, Use For 1 IN Main Pipe Replacement (150 LF) Total -73,66 259 15064 3103 LF 3" (76 mm) ABS-PVC Pipe Schedule 40Not including Fittings And Hangers 960.88 Quantity Unit Price Factor installation 140.00 x 4.04 x 1.1420 = Demolition 140.00 x 1.97 x 1.1420 = Existing Irrigation System Repairs, North Side, Use For 2-1/2 iN Main Pipe Replacement (140 LF) Total 645.92 314.96 June 04, 2008 Page 24 of 31 Sect. Item Mod. UOM Description Line Total 260 15064 3103 3502 PCT For Underground Or Sitework, Deduct -118.31 Quantity Unit Price Factor Installation 140.00 x -0.74 x 1.142D Existing Irrigation System Repairs, North Side, Use For 2-1/2 IN Main Pipe Replacement (140 IF) Total -118.31 261 15064 3103 IF 3" (76 mm) ABS-PVC Pipe Schedule 40Not Including Fittings And Hangers 122.04 Quantity Unit Price Factor Installation 20.00 x 4.04 X 1.2143 = Demolition 10.00 x 1.97 x 1.2143 = ADA Recognfigurstion, Remove And Relocate Two (2) Toilets. (20 LF) Total 98.12 23.92 262 15064 3104 LF 4" (10 cm) ABS-PVC Pipe Schedule 40Not Including Fittings And Hangers 1,091.75 Quantity Unit Price Factor Installation 200.00 x 4.78 x 1.1420 = Additional Sewer Line, line Not Located As Shown On Plans. (200 LF) Total 1,091.75 263 15064 3194 3502 PCT For Underground Or Sitework, Deduct-162.72 Quantity Unit Price Factor Installation 200.00 x -0.80 x 1.1420 = 'Additional Sewer tine, Line Not Located As Shown On Plans. (200 LF)' Total -182.72 264 15064 3211 EA 1-1/2" 1/4 Bend ABS-VC Schedule 40 40.77 Quantity Unit Price Factor Total Installation 3.00 x 7.32 x 1.1420 = 25.08 Demolition 3.00 x 4,58 x 1.1420 = 15.69 Playground Drinking Fountain, 1 IN Waterline Replacement (3 EA) 265 15064 3211 3502 PCT For Underground Or SItework, Deduct -5.89 Quantity Unit Price Factor Total Installation 3.00 x -1.72 x 1.1420 = 5.89 Playground Drinking Fountain, 1 IN Waterline Replacement (3 EA) 266 15064 3224 EA 4" 1/8 Bend ABS-PVC Schedule 40 57.56 Quantity Unit Price Factor Total Installation 3.00 x 16.80 x 1.1420 = 57.56 Additional Sewer Line, Line Not Located As Shown On Pians, Additional Clean -Outs. (3 EA) 267 15064 3224 3502 PCT For Underground Or Sitework, Deduct -11,79 Quantity Unit Price Factor installation 3.00 x -3.44 x 1.1420 = Additional Sewer Line, Line Not Located As Shown On Plans, Additional Clean -Outs. (3 EA) Total -11.79 268 15064 3282 EA 4" x 3" Closet Flange, ABS-PVC Schedule 40 39.85 Quantity Unit Price Factor Installation 2.00 is 10.71 x 1.2143 = Demolition 2.00 x 5.70 x 1.2143 = ADA Recognfiguration, Remove And Relocate Two (2) Toilets. (2 EA) Total 26.01 13.84 269 15084 3323 EA 3" Long Sweep 1/4 Bend, ABS-PVC Schedule 40 96.88 Quantity Unit Price Factor Total Installation 4.00 x 15.89 x 1.2143 = 77.18 Demolition 2.00 x 8.11 x 1.2143 = 19.70 ADA Recognf guration, Remove And Relocate Two (2)Tolets. (4 EA) 270 15064 3334 EA 4" Wye, Standard, ABS-PVC Schedule 40 98.94 Quantity Unit Price Factor installation 3.00 x 28.88 x 1.1420 = Additional Sewer Line, Line Not Located As Shown On Plans, Additional Clean -Outs. (3 EA) Total 98.94 271 15064 3334 3502 PCT For Underground Or Sitework, Deduct -18.77 Quantity Unit Price Factor installation 3.00 x -5.48 x 1.1420 = 'Additional Sewer Line, Line Not Located As Shown On Plans, Additional Clean -Outs. (3 EA)' Total -18.77 June 04, 2008 Page 25 of 31 Sect. Item Nod. UOM Description Line Total 272 15064 3443 EA 3' Coupling ABS-PVC Schedule 40 31.47 Quantity Unit Price Factor Total Inatellagon 2.00 x 12.96 x 1.2143 = 31.47 ADA Recognttguration, Remove And Relocate Two (2) Toilets. (2 EA) 273 15064 3444 EA 4" Coupling ABS-PVC Schedule 40 178.49 Quantity Unit Pnce Installation 10.00 X 15.83 x Additional Sewer Line, Line Not Located As Shown On Plans. (10) Factor 1.1420 = Total 178.49 274 15064 3493 EA Cut And Prepare 3" (76 mm) Pipe 7.89 Quantity Unit Price Factor Total Installation 2.00 x 3.25 x 1.2143 = 7.89 ADA Recognfigura0on, Remove And Relocate Two (2) Toilets. (2 EA) 275 15064 3494 BA Cut And Prepare 4' (10 cm) Pipe 5.01 Quantity Unit Price Factor Installation 1.00 x 4.39 x 1.1420 = ' additional pipe to tie into existing sanitary sewer line. Line not located as shown on plans. Total 5.01 276 15064 6118 IF 3" Pipe Schedule 40 PVC Socket Weld 168.73 Quantity Unit Price Factor Total Installation 25.00 x 3.94 x 1.1420 = 112.49 Demolition 25.00 x 1.97 x 1.1420 = 56.24 Existing Irrigation System Repairs. (25 LP) 277 15064 6278 EA 3" Male Adapter, PVC Schedule 40 Socket Weld X Male Thread 112.76 Quantity Unit Price Factor Total Installation ZOO x 30.13 x 1.1420 a 68.82 Demolition 2.00 x 19.24 x 1.1420 a 43.94 Existing irrigation System Repairs. (2 EA) 278 15064 6318 £A 3" Coupling, PVC Schedule 40 Socket Weld 112.01 Quantity Unit Price Factor Total Installation 200 x . 29.80 x 1.1420 = 68.06 Demolition 2.00 x 19.24 x 1.1420 = 43.94 Existing Irrigation System Repairs. (2 FA) 279 15064 8519 lF 4" Pipe Schedule 80 PVC 372.96 Quantity Unit Price Factor Installation 50.00 x 6.53 x 1.1420 = Additional Brick Pavers On South Side Of Butd'ng, Irrigation Sleeve Extension. (50 IF) Total 372.86 280 15080 1301 FA Manual Air Vent 234.70 Quantity Unit Price Factor Total Installation 4.00 x 34.83 x 1.2143 = 169.18 Demolition 4.00 x 13.49 x 1.2143 a85.52 ADA Recognriguration, Remove And Relocate Two (2) Lavoratorlea, Use For Air Chambers. (4 281 15112 2001 EA 3" Drainage Control BackwaterVelve, Cast Iron, Offset TypeWrth Bronze Manually Operated Shear Gate Quantity Unit Price Factor Total installation 1.00 x 937.08 x 1.1420 = 1,070.15 Demolition 1.00 x 29.80 x 1.1420 a 33.80 Existing Irrigation System Repairs, Use For Check Valve Replacement (1 BA) 1,103.95 282 15440 1101 EA Rough -In Water Closet, Floor Mounted, Single Fbdureinciuding Cast Iron Waste Pipe And Vent And Copper Domestic Supply, Not Including Fixture Or Flush Valve Quantity Unit Price Factor Total Installation 2.00 x 268.85 x 1.2143 = 652.93 ADA Recognfguration, Remove And Relocate Two (2) Toilets. (2 EA) 652.93 June 04, 2008 Page 26 of 31 .t Sect Item Mod. UOM Description Line Total 283 15440 1105 EA Rough -in Lavatory, Wall Mounted, Single Fodurelncluding Cast Iron Waste Pipe And Vent And Copper Domestic Supply, Not including Fixture, Faucet Or Wall Carrier 454.34 Quantity Unit Price Factor Total Installation • 2.00 x 187.08 x 1.2143 = 454.34 ADA Recognfiguretion, Remove And Relooate Two (2) Lavoratxies. (2 EA) 284 15864 3009 EA 24' x 24" Parallel Blade Louver Fire Damper, Galvanized SteelConstruc8on, UL , 1-1/2 Hour Rated 4,535.45 Quantity Unit Price Factor Installation 26.00 x 152.75 x 1.1420 Upgrade Proposed Diffusers To Fire Rated. (26 Total) Total 4,535.45 x24 Double- ReturrVExtiaust'Reg ri EDIT FROM- ORIGINAL;CONMCT vi 1Exhaust Regietei .mac �.128 35 44444 i 24 x24 Double D won t_ REDIT FROM ORIG1NALCO 288 15872 2011 EA 24" x 24' Ceding Diffuser, Louver Face, AdJustablePattem, Surface Mounted, Aluminum Construction With Damper 0.00 Quantity Unit Price Factor Installation 0.00 x 74.72 x 1.1420 = Upgrade Proposed Diffusers To Fire Rated, Modifiers Only. (26 Total) Total 0.00 289 15872 2011 2201 PCT For Flush Mount, Add 162.42 Quantity Unit Price Installation 26.00 x 5.47 x Upgrade Proposed Diffusers To Fire Rated, Modifiers Only. (26 Total) Factor 1.1420 = Total 162.42 290 15872 2011 2202 PCT For Lay -In Mount, Add 216.75 Quantity Unit Price Installation 26.00 x 7.30 x Upgrade Proposed Diffusers To Fire Rated, Modifiers Only. (26 Total) Factor 1.1420 = Total 216.75 Subtotal for 15 Section 16 9,036.04 293 16120 1122 MLF #12 AWG Cable - Type THHN-THWN, 600 V Copper, Single Sofid,Placed In Conduit 41.21 Quantity Unit Price Installation 0.15 x 240.56 x ADA Automatic Hardware Installation (152 LF or .15 MLF) Factor 1.1420 = Total 41.21 June 04,2008 Page 27 of 31 Sect. Item Mod. UOM Description Line Total 294 16120 8303 CLF Red Teflon 4-Pair #18 Gauge, Twisted Shielded Solid CU 96.15 Quantity Unit Price Factor Total Installation 1.00 x 84.19 x 1.1420 = 96.14 Add! Smoke Detector Installation. (100 LF or 1 CLF) 295 16121 1908 EA #12 AWG Fixture Connection, Mechanical Solderiess Type 7.63 Quantity Unit Price Factor Total Installation 2.00 x 3.34 x 1.1420 = 7.63 ADA Automatic Hardware Installation (2 EA) 296 16121 1906 EA #12 AWG Fixture Connection, Mechanical Solderless Type 32.82 Quantity Installation 6.00 x Demolition 6.00 x Existing Irrigation System Repairs. (6 EA) Unit Price 3.34 x 1.45 x Factor 1.1420 = 1.1420 = Total 22.89 9.94 297 16121 1922 EA #22-14 Plastic Wire Nut 3.01 Quantity Unit Price Factor Total Installation 6.00 x - 0.35 x 1.1420 = 2.40 Demolition 6.00 x 0.09 x 1.1420 = 0.62 Existing Irrigation System Repairs. (6 EA) 298 16121 1922 EA #22-14 Plastic Wire Nut 0.80 Quantity • Unit Price Factor Total Installation 2.00 x ` 0.35 x 1.1420 = 0.80 ADA Automatic Hardware Installation (2 EA)... 299 16131 2611 LF 1/2" EMT Conduit With Coupling, Mcunted Exposed On Flat Wall 123.34 Quantity Unit Price Factor Total Installation 100.00 x 1.08 x 1.1420 = 123.34 Add'I Smoke Detector Installation, (100 LF) 300 16131 2611 2628 PCT For Installation In Metal Stud Wall, Add 10.28 Quantity Unit Price Factor Total Installation 100.00 x 0.09 x 1.1420 = 10.28 Add'I Smoke Detector Installation. (100 LF) 301 16131 2611 2821 PCT For Work In Restricted Working Space, Add , 29.69 Quantity Unit Price Factor Total Installation 100.00 x 0.26 x 1.1420 = 29,69 Add') Smoke Detector Installation. (100 LF) 302 16131 2611 2822 PCT For Installation Above 14' (4.3 m), Add 14.85 Quantity Unit Price Factor Total Installation 100.00 x 0.13 x 1.1420 = 14.85 Add') Smoke Detector Installation. (100 LF) 303 16131 2611 LF 1/2" EMT Conduit With Coupling. Mounted Exposed On Flat Wall 56.73 Quantity Unit Price Factor Total Installation 46.00 x 1.08 x 1.1420 = 56 73 ADA Automatic Hardware Installation (45 LF) 304 16131 2611 2628 PCT For installation in Metal Stud Wall, Add 4.73 Quantity Uri! Price Installation 48.00 x 0.09 'ADA Automatic Hardware Installation (46 LF)' Factor 1.1420 = Total 4.73 305 16131 2611 2821 PCT For Work In Restricted Working Space, Add 13.66 Quantity Unit Price Factor Total Installation 46.00 x 026 x 1.1420 = 13.65 'ADA Automatic Hardware Installation (46 LF)' June 04,2008 Page 28 of 31 Sect Item Mod. UOM Description Line Total 306 16131 2611 LF 1/2" EMT Conduit With Coupling, Mounted Exposed On Flat Wall 123.34 Quantity Unit Price Factor Total installation 100.00 x • 1.08 x 1.1420 = 123.34 Attic Smoke Detector Installation (100 LF) 307 16131 2611 2828 PCT For Installation In Metal Stud Wall, Add 10.28 Quantity Unit Price Factor Installation 100.00 x 0.09 x 1.1420 = 'Attic Smoke Detector installation (100 LF)' Total 10.28 308 16131 2811 2821 POT For Wad( In Restricted %Making Space, Add 29.69 Quantity Unit Price Factor Total Installation 100,00 x 0.28 x 1.1420 = 29.69 'Attic Smoke Detector Installation (100 LF)' 309 16131 2611 2822 PCT For Installation Above 14' (4.3 m), Add 14.85 Quantity Unit Price Factor Total Installation 100.00 X 0.13 x 1.1420 = 14.85 Attic Smoke Detector Installation (100 LF) 310 18131 2691 EA 1/2' EMT Box Connector With Set Screw 28.50 Quantity Unit Price Factor Total Installation 1200 x 2.08 x 1.1420 = 28•50 Add1 Smoke Detector Installation. (12 EA) 311 16131 2691 2821 PCT For Work In Restricted Working Space, Add 7.95 Quantity Unit Price Factor Installation 12.00 x 0.58 x 1.1420 = Add'I Smoke Detector Installation. (12 EA) Total 7.95 312 16131 2691 2822 PCT For installation Above 14' (4.3 m), Add 3.97 Quantity Unit Price Factor Installation 12.00 x 029 x 1.1420 = Add l Smoke Detector Installation. (12 EA) Total 3.97 313 16131 2691 EA 1/2" EMT Box Connector With Set Screw 26.13 Quantity Unit Price Factor Installation 11.00 x 2.08 x 1.1420 = Attic Smoke Detector Installation (11 EA) Total 26.13 314 16131 2691 2821 PCT For Work in Restricted Working Space, Add 7.29 Quantity Unit Price Installation 11.00 x 0.58 Attie Smoke Detector Installation (11 EA)' Factor 1.1420 = Total 7.29 315 16131 2691 2822 PCT For Installation Above 14' (4.3 m), Add 3.84 Quantity Unit Price Installation 11.00 x 0.29 x Attic Smoke Detector Installation (11 EA) Factor 1.1420 Total 3.64 316 16131 2691 EA 1/2" EMT Box Connector With Set Screw 19.00 Quantity Unit Price Factor Total Installation 8.00 x 2.08 x 1.1420 = 19.00 ADA Automatic Hardware Installation (8 EA) 317 16131 2691 2821 PCT For Work In Restricted Working Space, Add 5.30 Quantity Unit Price Factor installation 8.00 x 0.58 x 1.1420 ADA Automatic Hardware Installation (8 EA) Total 5.30 318 16131 4127 LF 2" PVC Schedule 40 Conduit With Coupfmg, Direct Burial, GluedCoupling 782.04 Quantity Unit Price Factor Total Installation 320.00 x 2.14 x 1.1420 = 782,04 Bell South Conduit Installation, Two (2) 2" Conduits. (320 LF) June 04, 2008 Page 29 of 31 Sect Item Mod. UOM Description Line Total 319 16131 4128 EA 2" PVC Schedule 40 Sweep, Direct Burial, Glued Coupling 87.16 Quantity Unit Price Factor Total Installation 6.00 x 12.72 x 1.1420 = 87.16 Bell South Conduit Installation, Two (2) 2" Conduits. (6 EA) 320 16131 4129 EA 2" PVC Schedule 40 Adapter. Direct Burial, Glued Coupling 113.29 Quantity Unit Price Factor installation 16.00 x 620 x 1.1420 = Bet South Conduit Installation, Two (2) 2" Conduits. (16 EA) Total 113.29 321 16131 8212 LF 1/2" Flexible Metallic Conduit 15.76 Quantity Unit Price Factor Installation 12.00 x 1.15 x 1.1420 . ADA Automatic Hardware Installation (12 LF) Total 15.76 322 16131 8212 8228 PCT For installation In Metal Stud Wall, Add 1.37 Quantity Unit Price Factor Total Installation 12.00 x 0.10 x 1.1420 = 1.37 ADA Automatic Hardware Installation (12 LF) 323 16131 8212 9199 PCT For Work In Restricted Working Space, Add 3.97 Quantity Unit Price . Factor installation 12.00 x 0.29 x 1.1420 = ADA Automatic Hardware Installation (12 LF) ADA Automatic Hardware Installation (12 LF) Total 3.97 324 16131 8232 EA 1/2" Flexible Straight Connectors, Plain 10.46 Quantity Unit Price Factor Installation 4.00 x 2.29 x 1.1420 = ADA Automatic Hardware Installation (4 EA) Total 10.46 326 16131 8232 9199 PCT For Work In Restricted Working Space, Add 2.19 Quantity Unit Price Factor Total Installation 4.00 x 0.48 x 1.1420 = 2.19 ADA Automatic Hardware Installation (4 EA) 326 16134 1102 EA 4" Square Steel Box X 2-1/8" Deep 56.94 Quantity Unit Price Factor Total Installation 6.00 x 8.31 x 1.1420 = 56.94 Attic Smoke Detector Installation (6 EA) 327 16134 1104 EA 4" Square Steel Blank Cover 9.18 Quantity Unit Price Factor Total Installation 3.00 x 2.68 x 1.1420 = 9.18 Attic Smoke Detector Installation (3 EA) 328 16134 7711 EA 4-11/16" Square( 2-1/8" Deep Junction Box With Cover Plate 81.90 Quantity Unit Price Factor Installation 4.00 x 17.93 x 1.1420 = ADA Automatic Hardware Installation (4 EA) Total 81.90 • 329 18134 7711 EA 4-11/16" Square X 2-1/8" Deep Junction Box With Cover Plate 122.86 Quantity Unit Price Factor ' Total Installation 6.00 X 17.93 x 1.1420 = 122.86 Add( Smoke Detector Installation. (6 EA) 330 18134 7712 EA 4-11/16" Square X 2" Deep Extension RingNote: Fcr4-11/16" Square Junction Boxes 71.71 Quantity Unit Price Factor Installation 3.00 x 20.93 x 1.1420 = Relocate Receptacles For Multi -Purpose Room West Wall Build -Out (Qty 3) Total 71.71 June 04, 2003 Page 30 of 31 Sect hem Mod. UOM Description Line Total 331 16140 8001 EA Remove And Reinstall Receptacle, Switch, Outlet Or SpecialSystem Device 71.47 Quantity Unit Price Factor Installation 9.00 X 20.86 x 1.1420 Relocate Receptacles For Multi -Purpose Robin West Waif Build -Out (Qty 3) Total 71.47 332 16140 8002 EA Remove And Reinstall Receptacle Or Switch Outlet Cover Plate 9.04 Quantity Unit Price Factor installation 3.00 x 2.64 x 1.1420 = Relocate Receptacles For Multi -Purpose Room West Wall Build -Out (Qty 3) Total 9.04 333 16190 4701 EA 1/4' Flush Self Drilling Anchor 1-1/4" Min Depth In Concrete 708.50 Quantity Unit Price Factor Total Installation 120.00 x 5.17 x 1.1420 = 708.50 Lower Ceiling In Multi -Purpose Room. Anchors For Perimeter Walls. 334 16190 4701 4912 PCT For Quantities > 100 To 250, Deduct -127.45 Quantity Unit Price Factor Total Installation 120.00 x -0.93 x 1.1420 =-127.45 'Lower Ceiling in Multi -Purpose Room. Anchors For Perimeter Walls.' 335 16190 4701 9791 EA For Drilling Holes In Wall Instead Of Floor, Add 76.74 Quantity Unit Price Factor Total Installation 120.00 x 0.56 x 1.1420 = 76.74 'Lower Ceiling In Multi -Purpose Room. Anchors For Perimeter Walls.' 336 16471 1226 EA 200 A - 42 Circuit Capacity, 120/208 V, 4 Wire, 3 PhasePanelboard, Main Breaker, Unassembled 247.18 Quantity Unit Price Factor Installation 025 x 865.79 x 1.1420 = ADA Automatic Hardware Installation, Tie Circuits To Existing Panel Board. Total 247.18 337 16510 6311 EA 250 Watt High Pressure Sodium High Bey Fbdure 0.00 Quantity Unit Price Factor Installation 0.00 x 354.48 x 1.1420 Use For Light Fixture Hangers To Achieve Fre Rated Ceiling, 2 Hangers Per Fixture, Modifier Only. (65 Fixtures 2 = 130 FA) 338 16510 6311 9838 EA For Optical Safety Chain, Add Total 0.00 1,109.00 Quantity Unit Price Factor Installation 130.00 x 7,47 x 1.1420 = 'Use For tight Fixture Hangers To Achieve Fire Rated Ceiling, 2 Hangers Per Fixture, Modifier Only. (65 Falures ' 2 = 130 EA)' Total 1,109.00 Subtotal for 16 4,168.15 Project Proposal Total This work order proposal total represents the correct total for the proposal. Any discrepancy between line totals, sub -totals and the proposal total is due to rounding of the line totals and sub -totals. 115,427.93 June 04, 2008 Page 31 of 31