Agenda Packet — Redding City Council, March 7, 2023 (part 2 of 3)

Packet Pg. 412 Attachment: Preliminary Design Report (9.11(c)--Authorize Fifth Amendment to Consulting and

DETAIL REPORT
Project type: Project Name: COR P1 Replacement Alt 1 Existing PS Location Rev 3 Estimator: Nick Cavalleri/RDD Job Size: Project Number: W8Y06200 Revision/Date: 3 / Mar 1, 2022 Duration: Design Stage: Feasibility Estimate Class: 4
Area Facility Work Pkg WorkActiv Unit Price Description Takeoff Quantity Labor Cost/Unit Equip Cost/Unit Material Cost/Unit Sub Cost/Unit Other Cost/Unit Direct Total Cost/Unit Direct Total Grand Total Price Grand Total with Markups
01 Alt 1: Existing PS1 Location
001 Mobilization/Demobilization

01.0 General Requirements

01.00.000 Mobilization and Demobilization

01.01.05.00 General Conditions, Other
Mobilization and Demobilization Allowance 1.00 LS 0.00 /LS - 0.00 /LS - 518,000.00 /LS 518,000.00 /LS 518,000 518,000.00 /LS 518,000

01.01.05.00 General Conditions, Other 1.00 LS /LS /LS /LS /LS 518,000.00 /LS 518,000.00 /LS 518,000 518,000.00 /LS 518,000

01.00.000 Mobilization and Demobilization 1.00 LS /LS /LS /LS /LS 518,000.00 /LS 518,000.00 /LS 518,000 518,000.00 /LS 518,000

01.0 General Requirements 1.00 LS /LS /LS /LS /LS 518,000.00 /LS 518,000.00 /LS 518,000 518,000.00 /LS 518,000 001 Mobilization/Demobilization 1.00 LS /LS /LS /LS /LS 518,000.00 /LS 518,000.00 /LS 518,000 518,000.00 /LS 518,000 002 Bonding/Insurance

01.0 General Requirements

01.00.002 Bonds and Insurances

01.01.05.00 General Conditions, Other
Bonds and Insurances 1.00 LS 0.00 /LS - 0.00 /LS - 386,800.00 /LS 386,800.00 /LS 386,800 386,800.00 /LS 386,800

01.01.05.00 General Conditions, Other 1.00 LS /LS /LS /LS /LS 386,800.00 /LS 386,800.00 /LS 386,800 386,800.00 /LS 386,800

01.00.002 Bonds and Insurances 1.00 LS /LS /LS /LS /LS 386,800.00 /LS 386,800.00 /LS 386,800 386,800.00 /LS 386,800

01.0 General Requirements 1.00 LS /LS /LS /LS /LS 386,800.00 /LS 386,800.00 /LS 386,800 386,800.00 /LS 386,800 002 Bonding/Insurance 1.00 LS /LS /LS /LS /LS 386,800.00 /LS 386,800.00 /LS 386,800 386,800.00 /LS 386,800 003 Site Clearing/Grubbing

31.0 Earthwork

31.15.000 Pumping Plant Site Clearing and Grubbing

31.15.01.00 Site Preparation, Clearing and Grubbing
Clear and Gub Site 15,000.00 SF 0.72 /SF 0.17 /SF 0.10 /SF - - 0.99 /SF 14,851 1.39 /SF 20,812 Haul and Disposal 6.00 ld 398.60 /ld 461.24 /ld 450.00 /ld - - 1,309.85 /ld 7,859 1,862.17 /ld 11,173 Load Spoils for Disposal 1.00 ls 990.35 /ls 353.95 /ls - - 1,344.30 /ls 1,344 1,873.06 /ls 1,873 Erosion Controls Allowance 1.00 ls - 5,000.00 /ls - 5,000.00 /ls 5,000 6,966.62 /ls 6,967

31.15.01.00 Site Preparation, Clearing and Grubbing 15,000.00 SF 0.95 /SF 0.38 /SF 0.28 /SF 0.33 /SF /SF 1.94 /SF 29,054 2.72 /SF 40,825

31.15.000 Pumping Plant Site Clearing and Grubbing 1.00 LS 14,198.98 /LS 5,698.73 /LS 4,156.31 /LS 5,000.00 /LS /LS 29,054.02 /LS 29,054 40,824.61 /LS 40,825

31.0 Earthwork 1.00 LS 14,198.98 /LS 5,698.73 /LS 4,156.31 /LS 5,000.00 /LS /LS 29,054.02 /LS 29,054 40,824.61 /LS 40,825 003 Site Clearing/Grubbing 1.00 LS 14,198.98 /LS 5,698.73 /LS 4,156.31 /LS 5,000.00 /LS /LS 29,054.02 /LS 29,054 40,824.61 /LS 40,825 004 Site Improvements

32.0 Exterior Improvements

31.30.000 Permanent Sheet Pile Training Walls

31.16.01.00 Earthworks, Sheeting and Shoring
Unload and Inventory Sheet Piles 469.40 ton 18.60 /ton 12.52 /ton - - 31.12 /ton 14,607 43.36 /ton 20,352 Drive Sheet Pile 469.40 TON 338.25 /TON 289.99 /TON - - 628.24 /TON 294,895 875.34 /TON 410,885 On Site material handling from storage area to Point of Use. 469.40 ton 9.64 /ton 9.74 /ton - - 19.38 /ton 9,098 27.00 /ton 12,676 Cutoff Sheet Piles, Freash Head 450.00 lf 26.85 /lf 1.53 /lf - - 28.39 /lf 12,775 39.55 /lf 17,799 Misc. Items Allowance, spacers, bolts, & nuts 1.00 ls 130,000.00 /ls - - 130,000.00 /ls 130,000 191,857.35 /ls 191,857 Waler Beams double C15 x 33.9 450.00 lf 15.98 /lf 16.73 /lf 50.00 /lf - - 82.71 /lf 37,218 119.36 /lf 53,712 Secure Sheet Pile During and Remove After Cuttoff 6.80 ton 73.53 /ton 63.04 /ton - - 136.57 /ton 929 190.29 /ton 1,294 Purchase Sheet Piles, AZ26-700 469.40 ton - - - 2,000.00 /ton 2,000.00 /ton 938,800 2,786.65 /ton 1,308,054 Sheet piling, steel, tie rod, 1-3/4" excludes wales 5.33 ton 1,237.95 /ton 294.96 /ton 2,100.00 /ton - - 3,632.91 /ton 19,363 5,235.08 /ton 27,903

31.16.01.00 Earthworks, Sheeting and Shoring 469.40 TON 422.67 /TON 334.02 /TON 348.73 /TON /TON 2,000.00 /TON 3,105.42 /TON 1,457,684 4,355.63 /TON 2,044,533

31.30.000 Permanent Sheet Pile Training Walls 469.40 TON 422.67 /TON 334.02 /TON 348.73 /TON /TON 2,000.00 /TON 3,105.42 /TON 1,457,684 4,355.63 /TON 2,044,533

32.00.000 Site Improvements

32.40.04.00 Site Improvements, Paving, Gravel Surfacing Site Surfacing 36,500.00 SF 0.00 /SF - 0.00 /SF 3.00 /SF - 3.00 /SF 109,500 4.18 /SF 152,569

32.40.04.00 Site Improvements, Paving, Gravel Surfacing 36,500.00 SF /SF /SF /SF 3.00 /SF /SF 3.00 /SF 109,500 4.18 /SF 152,569

32.50.02.00 Site Improvements, Guard Rails
Vehicle guide rails, corrugated steel, galvanized steel posts, steel posts 6'-3" O.C, 6" x 8" posts
450.00 LF 5.59 /LF 1.28 /LF 15.00 /LF - - 21.87 /LF 9,843 31.71 /LF 14,271 Vehicle guide rails, corrugated steel, galvanized steel posts, install end section, wrap-around, corrugated steel

4.00 ea 17.80 /ea 3.46 /ea 60.00 /ea - - 81.26 /ea 325 118.17 /ea 473

32.50.02.00 Site Improvements, Guard Rails 450.00 LF 5.75 /LF 1.31 /LF 15.53 /LF /LF /LF 22.59 /LF 10,168 32.76 /LF 14,744

32.00.000 Site Improvements 1.00 LS 2,586.19 /LS 591.52 /LS 6,990.00 /LS 109,500.00 /LS /LS 119,667.71 /LS 119,668 167,312.76 /LS 167,313

32.0 Exterior Improvements 1.00 LS 200,988.59 /LS 157,380.03 /LS 170,683.00 /LS 109,500.00 /LS 938,800.00 /LS 1,577,351.62 /LS 1,577,352 2,211,845.88 /LS 2,211,846 004 Site Improvements 1.00 LS 200,988.59 /LS 157,380.03 /LS 170,683.00 /LS 109,500.00 /LS 938,800.00 /LS 1,577,351.62 /LS 1,577,352 2,211,845.88 /LS 2,211,846 005 Intake and Pumping Plant

03.0 Concrete Work

03.00.000 Electrical Room Concrete Slab 12" Thick Includes Thickened Perimeter

03.10.05.12 Cast-In-Place Concrete, Slabs on Grade, 12" thick C.I.P. concrete forms, slab on grade, edge, wood, over 12", 4 use, includes erecting, bracing, stripping and cleaning

51.00 sfca 7.57 /sfca - 1.43 /sfca - - 9.00 /sfca 459 14.01 /sfca 715 Reinforcing Steel, in place, slab on grade, #3 to #7, A615, grade 60, incl labor for accessories, excl material for accessories

1.70 ton 1,200.62 /ton - 1,500.00 /ton - - 2,700.62 /ton 4,591 4,291.68 /ton 7,296 Reinforcing in place, unloading & sorting, add to above - slabs 1.70 ton 41.72 /ton 6.69 /ton - - - 48.41 /ton 82 74.72 /ton 127 Struct concrete,ready mix,normal wt,4500 psi,includes local aggregate,sand,portland cement and water,delivered,excludes all additives and treatments

19.00 cy - - 133.00 /cy - - 133.00 /cy 2,527 216.24 /cy 4,108 Structural concrete, placing, slab on grade, pumped, over 6" thick, includes strike off & consolidation, excludes material

18.00 CY 21.18 /CY 5.71 /CY - - - 26.89 /CY 484 41.50 /CY 747 Cfnsh,flrs,for spcf rndm accs flrs aci clss 1,2,3 and 4,achv a cmps ovrl flr fltn&lvln val f35/25,bull flt,mchn flt&stl trwl (wlk-bhn),excl plcn,strkn
338.00 sf 0.88 /sf 0.03 /sf - - - 0.91 /sf 307 1.40 /sf 474 Curing, sprayed membrane curing compound 3.38 csf 9.74 /csf - 12.20 /csf - - 21.94 /csf 74 34.87 /csf 118 Fine grading, fine grade for slab on grade, machine 22.84 sy 1.02 /sy 0.70 /sy - - - 1.72 /sy 39 2.65 /sy 61

03.10.05.12 Cast-In-Place Concrete, Slabs on Grade, 12" thick 18.00 CY 179.65 /CY 7.75 /CY 288.40 /CY /CY /CY 475.80 /CY 8,564 758.10 /CY 13,646

03.00.000 Electrical Room Concrete Slab 12" Thick Includes Thickened Perimeter

18.00 CY 179.65 /CY 7.75 /CY 288.40 /CY /CY /CY 475.80 /CY 8,564 758.10 /CY 13,646

03.00.004 Pump Station Electrical Room Equipment Pads

03.10.13.06 Cast-In-Place Concrete, Equipment Pads, 6" thick Concrete surface treatment, bonding agent, epoxy resin, 80 S.F. per gallon, 4 gallon case, includes material only

1.50 gal - - 62.50 /gal - - 62.50 /gal 94 101.64 /gal 152 C.I.P. concrete forms, slab on grade, edge, wood, to 6" high, 4 use, includes erecting, bracing, stripping and cleaning

49.00 lf 5.54 /lf - 0.45 /lf - - 5.99 /lf 294 9.29 /lf 455 Reinforcing Steel, in place, slab on grade, #3 to #7, A615, grade 60, incl labor for accessories, excl material for accessories

0.25 ton 1,200.64 /ton - 1,500.00 /ton - - 2,700.64 /ton 675 4,291.72 /ton 1,073 Reinforcing in place, unloading & sorting, add to above - slabs 0.25 ton 41.70 /ton 6.68 /ton - - - 48.40 /ton 12 74.68 /ton 19 Struct concrete,ready mix,normal wt,4500 psi,includes local aggregate,sand,portland cement and water,delivered,excludes all additives and treatments

3.00 cy - - 133.00 /cy - - 133.00 /cy 399 216.24 /cy 649 COR P1 Replacement Alt 1 Site Rev 3 3/1/2022 4:36 PM

Page 1 ends

Packet Pg. 413 Attachment: Preliminary Design Report (9.11(c)--Authorize Fifth Amendment to Consulting and

DETAIL REPORT
Project type: Project Name: COR P1 Replacement Alt 1 Existing PS Location Rev 3 Estimator: Nick Cavalleri/RDD Job Size: Project Number: W8Y06200 Revision/Date: 3 / Mar 1, 2022 Duration: Design Stage: Feasibility Estimate Class: 4
Area Facility Work Pkg WorkActiv Unit Price Description Takeoff Quantity Labor Cost/Unit Equip Cost/Unit Material Cost/Unit Sub Cost/Unit Other Cost/Unit Direct Total Cost/Unit Direct Total Grand Total Price Grand Total with Markups

03.10.13.06 Cast-In-Place Concrete, Equipment Pads, 6" thick Structural concrete, placing, slab on grade, pumped, over 6" thick, includes strike off & consolidation, excludes material

2.50 CY 21.18 /CY 5.71 /CY - - - 26.89 /CY 67 41.51 /CY 104 Cfnsh,flrs,for spcf rndm accs flrs aci clss 1,2,3 and 4,achv a cmps ovrl flr fltn&lvln val f35/25,bull flt,mchn flt&stl trwl (wlk-bhn),excl plcn,strkn
120.00 sf 0.88 /sf 0.03 /sf - - - 0.91 /sf 109 1.40 /sf 168 Curing, sprayed membrane curing compound 1.20 csf 9.74 /csf - 12.20 /csf - - 21.94 /csf 26 34.87 /csf 42

03.10.13.06 Cast-In-Place Concrete, Equipment Pads, 6" thick 2.50 CY 301.10 /CY 7.69 /CY 361.78 /CY /CY /CY 670.57 /CY 1,676 1,064.76 /CY 2,662

03.00.004 Pump Station Electrical Room Equipment Pads 2.50 CY 301.10 /CY 7.69 /CY 361.78 /CY /CY /CY 670.57 /CY 1,676 1,064.76 /CY 2,662

03.00.006 Pump Station HVAC Pad

03.10.05.06 Cast-In-Place Concrete, Slabs on Grade, 6" thick C.I.P. concrete forms, slab on grade, edge, wood, to 6" high, 4 use, includes erecting, bracing, stripping and cleaning

32.00 lf 4.25 /lf - 0.45 /lf - - 4.70 /lf 150 7.28 /lf 233 Reinforcing Steel, in place, slab on grade, #3 to #7, A615, grade 60, incl labor for accessories, excl material for accessories

0.15 ton 1,200.60 /ton - 1,500.00 /ton - - 2,700.60 /ton 405 4,291.73 /ton 644 Reinforcing in place, unloading & sorting, add to above - slabs 0.15 ton 41.70 /ton 6.67 /ton - - - 48.40 /ton 7 74.53 /ton 11 Struct concrete,ready mix,normal wt,4500 psi,includes local aggregate,sand,portland cement and water,delivered,excludes all additives and treatments

1.50 cy - - 133.00 /cy - - 133.00 /cy 200 216.25 /cy 324 Structural concrete, placing, slab on grade, pumped, over 6" thick, includes strike off & consolidation, excludes material

1.25 CY 21.18 /CY 5.71 /CY - - - 26.89 /CY 34 41.49 /CY 52 Cfnsh,flrs,for spcf rndm accs flrs aci clss 1,2,3 and 4,achv a cmps ovrl flr fltn&lvln val f35/25,bull flt,mchn flt&stl trwl (wlk-bhn),excl plcn,strkn

64.00 sf 0.88 /sf 0.03 /sf - - - 0.91 /sf 58 1.40 /sf 90 Curing, sprayed membrane curing compound 0.64 csf 9.75 /csf - 12.20 /csf - - 21.95 /csf 14 34.91 /csf 22 Fine grading, fine grade for slab on grade, machine 7.11 sy 1.02 /sy 0.70 /sy - - - 1.72 /sy 12 2.65 /sy 19

03.10.05.06 Cast-In-Place Concrete, Slabs on Grade, 6" thick 1.25 CY 334.87 /CY 11.90 /CY 357.37 /CY /CY /CY 704.14 /CY 880 1,116.18 /CY 1,395

03.00.006 Pump Station HVAC Pad 1.25 CY 334.87 /CY 11.90 /CY 357.37 /CY /CY /CY 704.14 /CY 880 1,116.18 /CY 1,395

03.00.008 Pump Station Switchgear Pad

03.10.05.12 Cast-In-Place Concrete, Slabs on Grade, 12" thick C.I.P. concrete forms, slab on grade, edge, wood, over 12", 4 use, includes erecting, bracing, stripping and cleaning

86.00 sfca 7.57 /sfca - 1.43 /sfca - - 9.00 /sfca 774 14.01 /sfca 1,205 Reinforcing Steel, in place, slab on grade, #3 to #7, A615, grade 60, incl labor for accessories, excl material for accessories

1.05 ton 1,200.63 /ton - 1,500.00 /ton - - 2,700.63 /ton 2,836 4,291.70 /ton 4,506 Reinforcing in place, unloading & sorting, add to above - slabs 1.05 ton 41.71 /ton 6.70 /ton - - - 48.41 /ton 51 74.70 /ton 78 Struct concrete,ready mix,normal wt,4500 psi,includes local aggregate,sand,portland cement and water,delivered,excludes all additives and treatments

12.50 cy - - 133.00 /cy - - 133.00 /cy 1,663 216.24 /cy 2,703 Structural concrete, placing, slab on grade, pumped, over 6" thick, includes strike off & consolidation, excludes material

12.00 CY 21.18 /CY 5.71 /CY - - - 26.89 /CY 323 41.50 /CY 498 Cfnsh,flrs,for spcf rndm accs flrs aci clss 1,2,3 and 4,achv a cmps ovrl flr fltn&lvln val f35/25,bull flt,mchn flt&stl trwl (wlk-bhn),excl plcn,strkn
306.00 sf 0.88 /sf 0.03 /sf - - - 0.91 /sf 278 1.40 /sf 429 Curing, sprayed membrane curing compound 3.06 csf 9.75 /csf - 12.20 /csf - - 21.94 /csf 67 34.88 /csf 107 Fine grading, fine grade for slab on grade, machine 34.00 sy 1.02 /sy 0.70 /sy - - - 1.72 /sy 58 2.65 /sy 90

03.10.05.12 Cast-In-Place Concrete, Slabs on Grade, 12" thick 12.00 CY 212.02 /CY 8.98 /CY 283.15 /CY /CY /CY 504.15 /CY 6,050 801.43 /CY 9,617

03.00.008 Pump Station Switchgear Pad 12.00 CY 212.02 /CY 8.98 /CY 283.15 /CY /CY /CY 504.15 /CY 6,050 801.43 /CY 9,617

03.0 Concrete Work 33.75 CY 205.91 /CY 8.33 /CY 294.52 /CY /CY /CY 508.76 /CY 17,171 809.48 /CY 27,320

04.0 Masonry

04.00.000 Pumping Station Exterior CMU Walls

04.00.02.08 Masonry Concrete Masonry Units, 8"
Grout, door frames, 3' x 7' opening, 2.5 C.F. per opening 2.00 opng 34.16 /opng 2.19 /opng 13.85 /opng - - 50.19 /opng 100 78.61 /opng 157 Grout, door frames, 6' x 7' opening, 3.5 C.F. per opening 1.00 opng 45.54 /opng 2.92 /opng 19.40 /opng - - 67.86 /opng 68 106.32 /opng 106 Grout, for bond beams, lintels and concrete masonry unit (CMU) cores, C476, includes material only
1,715.88 cf 5.86 /cf 0.37 /cf 5.55 /cf - - 11.78 /cf 20,213 18.64 /cf 31,981 Reinforcing, steel bars A615, placed horizontal, average #4 bar 1,647.46 lb 1.26 /lb - 0.40 /lb - - 1.66 /lb 2,731 2.59 /lb 4,269 Masonry reinforcing bars, #3 and #4 reinforcing steel bars, placed vertically, ASTM A615
1,715.88 lb 1.62 /lb - 0.62 /lb - - 2.24 /lb 3,838 3.50 /lb 6,010 Masonry reinforcing bars, truss type steel joint reinforcing, mill standard galvanized, 12" wide

54.11 clf 28.29 /clf - 29.50 /clf - - 57.79 /clf 3,127 91.62 /clf 4,958 Concrete block, decorative, split face or scored split face, 2000 psi, 8" x 8" x 16", excludes scaffolding, grout and reinforcing 6,865.00 SF 8.74 /SF - 5.60 /SF - - 14.34 /SF 98,421 22.59 /SF 155,068 Angle framing, structural steel, 2"x2"x1/4", field fabricated, incl cutting & welding

34.00 lf 22.81 /lf 1.24 /lf 2.52 /lf - - 26.57 /lf 903 41.21 /lf 1,401 Silicone water repellants, sprayed on CMU, 2 coat 13,730.00 sf 0.19 /sf - 0.81 /sf - - 1.00 /sf 13,691 1.61 /sf 22,047 Reglet, zinc and copper alloy, 20 ounce 362.00 lf 2.53 /lf - 2.87 /lf - - 5.40 /lf 1,956 8.58 /lf 3,105 Reglet, counter flashing for zinc and copper alloy, 20 ounce, 12" wide
362.00 lf 4.39 /lf - 5.25 /lf - - 9.64 /lf 3,491 15.32 /lf 5,545

04.00.02.08 Masonry Concrete Masonry Units, 8" 6,865.00 SF 12.00 /SF 0.10 /SF 9.54 /SF /SF /SF 21.64 /SF 148,540 34.18 /SF 234,647

04.00.000 Pumping Station Exterior CMU Walls 6,865.00 SF 12.00 /SF 0.10 /SF 9.54 /SF /SF /SF 21.64 /SF 148,540 34.18 /SF 234,647

04.00.002 Pumping Station Interior CMU Walls

04.00.02.08 Masonry Concrete Masonry Units, 8"
Grout, door frames, 3' x 7' opening, 2.5 C.F. per opening 1.00 opng 34.16 /opng 2.19 /opng 13.85 /opng - - 50.20 /opng 50 78.62 /opng 79 Reinforcing, steel bars A615, placed horizontal, average #4 bar 169.80 lb 1.26 /lb - 0.40 /lb - - 1.66 /lb 281 2.59 /lb 440 Masonry reinforcing bars, #3 and #4 reinforcing steel bars, placed vertically, ASTM A615
124.85 lb 1.62 /lb - 0.62 /lb - - 2.24 /lb 279 3.50 /lb 437 Concrt block,high strngt,hollow,3500 psi,8"8"16",includs mortar and horzntl joint rnfrcng every other course,excluds scffldn,grout and verticl rnfrcng
500.00 SF 7.28 /SF - 4.16 /SF - - 11.44 /SF 5,720 18.00 /SF 9,000 Angle framing, structural steel, 2"x2"x1/4", field fabricated, incl cutting & welding

8.00 lf 22.81 /lf 1.24 /lf 2.52 /lf - - 26.57 /lf 213 41.21 /lf 330 Silicone water repellants, sprayed on CMU, 1 coat 1,000.00 sf 0.14 /sf - 0.40 /sf - - 0.54 /sf 540 0.87 /sf 867

04.00.02.08 Masonry Concrete Masonry Units, 8" 500.00 SF 8.83 /SF 0.02 /SF 5.32 /SF /SF /SF 14.17 /SF 7,084 22.30 /SF 11,152

04.00.002 Pumping Station Interior CMU Walls 500.00 SF 8.83 /SF 0.02 /SF 5.32 /SF /SF /SF 14.17 /SF 7,084 22.30 /SF 11,152

04.0 Masonry 7,365.00 SF 11.78 /SF 0.10 /SF 9.25 /SF /SF /SF 21.13 /SF 155,624 33.37 /SF 245,799

05.0 Metals

05.00.004 Fish Screen, Furnish and Install Screen Panels

05.00.99.00 Metals, Other
SST Fish Screens w/ Frames and Reinforcement 10.00 EA 605.27 /EA 167.10 /EA 17,700.00 /EA - - 18,472.37 /EA 184,724 27,198.28 /EA 271,983 SST Spare Fish Screens w/ Frames and Reinforcement
(Purchase only)

1.00 ea 17,700.00 /ea - - 17,700.00 /ea 17,700 26,122.11 /ea 26,122 Offload of equipment to be stored onsite, including spare screens 1.00 ls 503.02 /ls 491.12 /ls - - 994.14 /ls 994 1,385.16 /ls 1,385 Porosity Plates Allowance 10.00 EA 605.27 /EA 167.10 /EA 17,700.00 /EA - - 18,472.37 /EA 184,724 27,198.28 /EA 271,983 COR P1 Replacement Alt 1 Site Rev 3 3/1/2022 4:36 PM

Page 2 ends

Packet Pg. 414 Attachment: Preliminary Design Report (9.11(c)--Authorize Fifth Amendment to Consulting and

DETAIL REPORT
Project type: Project Name: COR P1 Replacement Alt 1 Existing PS Location Rev 3 Estimator: Nick Cavalleri/RDD Job Size: Project Number: W8Y06200 Revision/Date: 3 / Mar 1, 2022 Duration: Design Stage: Feasibility Estimate Class: 4
Area Facility Work Pkg WorkActiv Unit Price Description Takeoff Quantity Labor Cost/Unit Equip Cost/Unit Material Cost/Unit Sub Cost/Unit Other Cost/Unit Direct Total Cost/Unit Direct Total Grand Total Price Grand Total with Markups

05.00.99.00 Metals, Other
Spare Porosity Plates Alloowance (Purchase only) 2.00 ea 17,700.00 /ea - - 17,700.00 /ea 35,400 26,122.12 /ea 52,244

05.00.99.00 Metals, Other 1.00 LS 12,608.46 /LS 3,833.12 /LS 407,100.00 /LS /LS /LS 423,541.58 /LS 423,542 623,717.11 /LS 623,717

05.00.004 Fish Screen, Furnish and Install Screen Panels 20.00 EA 630.42 /EA 191.66 /EA 20,355.00 /EA /EA /EA 21,177.08 /EA 423,542 31,185.86 /EA 623,717

05.00.006 Fish Screen, Furnish and Install Solid Panels

05.00.99.00 Metals, Other
Solid Epoxy Coated Panel - Above Fish Screen Panels 10.00 EA 605.27 /EA 167.10 /EA 8,600.00 /EA - - 9,372.37 /EA 93,724 13,768.27 /EA 137,683 Spare Solid Epoxy Coated Panels (Purchase only) 2.00 ea 8,600.00 /ea - - 8,600.00 /ea 17,200 12,692.10 /ea 25,384 Offload of equipment to be stored onsite, including spare panels 1.00 ls 503.02 /ls 491.12 /ls - - 994.14 /ls 994 1,385.16 /ls 1,385

05.00.99.00 Metals, Other 1.00 LS 6,555.74 /LS 2,162.12 /LS 103,200.00 /LS /LS /LS 111,917.86 /LS 111,918 164,452.02 /LS 164,452

05.00.006 Fish Screen, Furnish and Install Solid Panels 10.00 EA 655.57 /EA 216.21 /EA 10,320.00 /EA /EA /EA 11,191.79 /EA 111,918 16,445.20 /EA 164,452

05.0 Metals 1.00 LS 19,164.20 /LS 5,995.24 /LS 510,300.00 /LS /LS /LS 535,459.44 /LS 535,459 788,169.13 /LS 788,169

07.0 Thermal and Moisture Protection

07.00.000 Pumping Station Roof Framing and Roofing

07.00.99.00 Thermal & Moisture Protection, Other
Pump Station Roof Framing and Roofing Allowance 4,185.00 SF - 30.00 /SF - 30.00 /SF 125,550 46.30 /SF 193,765

07.00.99.00 Thermal & Moisture Protection, Other 4,185.00 SF /SF /SF /SF 30.00 /SF /SF 30.00 /SF 125,550 46.30 /SF 193,765

07.00.000 Pumping Station Roof Framing and Roofing 4,185.00 SF /SF /SF /SF 30.00 /SF /SF 30.00 /SF 125,550 46.30 /SF 193,765

07.0 Thermal and Moisture Protection 4,185.00 SF /SF /SF /SF 30.00 /SF /SF 30.00 /SF 125,550 46.30 /SF 193,765

08.0 Openings

08.00.000 Pump Station Openings

08.10.01.00 Openings, Doors, Frames and Hardware
Steel frms, knock down, 14 ga., to 8-3/4" throat, to 3'-0" x 7'-0", single

3.00 EA 76.03 /EA - 430.00 /EA - - 506.03 /EA 1,518 816.44 /EA 2,449 Steel frames, knock down, 14 ga., to 8-3/4" throat, to 6070, pair 1.00 EA 95.03 /EA - 455.00 /EA - - 550.03 /EA 550 886.41 /EA 886 Doors, commercial, steel, insulated, full panel, 18 ga., 3'-0" x 7'-0" x 1-3/4" thick

5.00 ea 76.03 /ea - 560.00 /ea - - 636.03 /ea 3,180 1,027.80 /ea 5,139 Average Door Hardware 5.00 ea 71.27 /ea 15.00 /ea 650.00 /ea - - 736.27 /ea 3,681 1,189.93 /ea 5,950 Doors, rolling service, steel, manual, 20 gauge, 10' x 12' high, incl. hardware

1.00 EA 1,089.43 /EA - 1,250.00 /EA - - 2,339.43 /EA 2,339 3,713.64 /EA 3,714 Doors, rolling service, steel, manual, for weatherstripping, extruded rubber, jambs, add

20.00 lf - - 19.45 /lf - - 19.45 /lf 389 31.62 /lf 632
Doors, rolling service, steel, manual, for weatherstripping, hood, extruded rubber, add

10.00 lf - - 9.25 /lf - - 9.25 /lf 93 15.04 /lf 150
Doors, rolling service, steel, manual, motor operators for, to 14' x 14' opening

1.00 ea 261.46 /ea - 1,150.00 /ea - - 1,411.46 /ea 1,411 2,273.22 /ea 2,273

08.10.01.00 Openings, Doors, Frames and Hardware 5.00 EA 482.10 /EA 15.00 /EA 2,135.30 /EA /EA /EA 2,632.40 /EA 13,162 4,238.81 /EA 21,194

08.00.000 Pump Station Openings 5.00 EA 482.10 /EA 15.00 /EA 2,135.30 /EA /EA /EA 2,632.40 /EA 13,162 4,238.81 /EA 21,194

08.0 Openings 5.00 EA 482.10 /EA 15.00 /EA 2,135.30 /EA /EA /EA 2,632.40 /EA 13,162 4,238.81 /EA 21,194

13.1 Structure Complete

13.00.000 Intake Structure

13.00.02.00 Fabricated Structures
Intake Structure Complete, Based on Previous In River Fish Screen Intakes, Excludes Screens, and Pumps, Includes Sed Jetting and Screen Cleaner
5,600.00 SF - 320.00 /SF - 320.00 /SF 1,792,000 445.86 /SF 2,496,840

13.00.02.00 Fabricated Structures 5,600.00 SF /SF /SF /SF 320.00 /SF /SF 320.00 /SF 1,792,000 445.86 /SF 2,496,840

13.00.000 Intake Structure 5,600.00 SF /SF /SF /SF 320.00 /SF /SF 320.00 /SF 1,792,000 445.86 /SF 2,496,840

13.1 Structure Complete 5,600.00 SF /SF /SF /SF 320.00 /SF /SF 320.00 /SF 1,792,000 445.86 /SF 2,496,840

22.0 Plumbing

22.00.000 Pumping Station Plumbing

22.00.01.00 Mechanical, Plumbing
Pumping Station Plumbing Allowance 4,185.00 SF - 10.00 /SF - 10.00 /SF 41,850 15.93 /SF 66,681

22.00.01.00 Mechanical, Plumbing 4,185.00 SF /SF /SF /SF 10.00 /SF /SF 10.00 /SF 41,850 15.93 /SF 66,681

22.00.000 Pumping Station Plumbing 4,185.00 SF /SF /SF /SF 10.00 /SF /SF 10.00 /SF 41,850 15.93 /SF 66,681

22.0 Plumbing 4,185.00 SF /SF /SF /SF 10.00 /SF /SF 10.00 /SF 41,850 15.93 /SF 66,681

23.0 HVAC

23.00.000 Pumping Station HVAC

23.00.02.00 Mechanical, HVAC
Pumping Station HVAC Allowance 4,185.00 SF - 25.00 /SF - 25.00 /SF 104,625 39.83 /SF 166,702

23.00.02.00 Mechanical, HVAC 4,185.00 SF /SF /SF /SF 25.00 /SF /SF 25.00 /SF 104,625 39.83 /SF 166,702

23.00.000 Pumping Station HVAC 4,185.00 SF /SF /SF /SF 25.00 /SF /SF 25.00 /SF 104,625 39.83 /SF 166,702

23.0 HVAC 4,185.00 SF /SF /SF /SF 25.00 /SF /SF 25.00 /SF 104,625 39.83 /SF 166,702

26.0 Electrical Work

26.00.004 Intake Structure Electrical

26.00.99.00 Electrical, Other
Variable frequency drives, custom-engineered, 460 volt, 800 HP motor size

5.00 ea 5,415.66 /ea 506.03 /ea 75,000.00 /ea - - 80,921.68 /ea 404,608 139,168.18 /ea 695,841 MCC Allowance 1.00 LS 6,282.16 /LS 146.75 /LS 15,000.00 /LS - - 21,428.91 /LS 21,429 36,452.16 /LS 36,452 Electrical Fitout Allowance, Includes Conduit, Conductors, and Appurtenances

1.00 ls 37,669.44 /ls 4,000.00 /ls 125,000.00 /ls - - 166,669.44 /ls 166,669 284,204.68 /ls 284,205

26.00.99.00 Electrical, Other 1.00 LS 71,029.88 /LS 6,676.89 /LS 515,000.00 /LS /LS /LS 592,706.77 /LS 592,707 1,016,497.76 /LS 1,016,498

26.00.004 Intake Structure Electrical 1.00 LS 71,029.88 /LS 6,676.89 /LS 515,000.00 /LS /LS /LS 592,706.77 /LS 592,707 1,016,497.76 /LS 1,016,498

26.0 Electrical Work 1.00 LS 71,029.88 /LS 6,676.89 /LS 515,000.00 /LS /LS /LS 592,706.77 /LS 592,707 1,016,497.76 /LS 1,016,498

31.0 Earthwork

31.30.002 Temporary Soldier Pile Cofferdam

31.30.07.00 Site Specialties, Cofferdams
Piling special costs, pre-augering up to 30' D, avg soil, 24" diam 1,820.00 lf 89.93 /lf 38.02 /lf - - - 127.96 /lf 232,879 178.28 /lf 324,476 Unload and Inventory Sheet Piles 98.28 ton 16.69 /ton 11.23 /ton - - 27.92 /ton 2,744 38.91 /ton 3,824 On Site material handling from storage area to Point of Use. 98.28 ton 22.25 /ton 44.94 /ton - - 67.19 /ton 6,603 93.62 /ton 9,201 Misc. Items Allowance, spacers, bolts, & nuts 1.00 ls 50,000.00 /ls - - 50,000.00 /ls 50,000 73,791.28 /ls 73,791 Waler Beams double C15 x 33.9 364.00 lf 15.98 /lf 16.73 /lf 50.00 /lf - - 82.71 /lf 30,105 119.36 /lf 43,447 Coffrd,soldr beams&laggng,h piles with sheet piles betwn piles,hydrst head,4 lines braces,3"wood s36'45',14"hgh,includs installation only
10,920.00 SF 29.68 /SF 11.21 /SF 38.00 /SF - - 78.89 /SF 861,499 113.06 /SF 1,234,583

31.30.07.00 Site Specialties, Cofferdams 10,920.00 SF 45.55 /SF 18.61 /SF 44.25 /SF /SF /SF 108.41 /SF 1,183,830 154.70 /SF 1,689,322

31.30.002 Temporary Soldier Pile Cofferdam 10,920.00 SF 45.55 /SF 18.61 /SF 44.25 /SF /SF /SF 108.41 /SF 1,183,830 154.70 /SF 1,689,322

31.30.004 Cofferdam Dewatering

31.15.02.00 Cofferdam Dewatering
Cofferdam Dewatering Allowance 8.00 MO - 50,000.00 /MO - 50,000.00 /MO 400,000 69,666.28 /MO 557,330

31.15.02.00 Cofferdam Dewatering 8.00 MO /MO /MO /MO 50,000.00 /MO /MO 50,000.00 /MO 400,000 69,666.28 /MO 557,330

31.30.004 Cofferdam Dewatering 8.00 MO /MO /MO /MO 50,000.00 /MO /MO 50,000.00 /MO 400,000 69,666.28 /MO 557,330

31.30.006 Temporary Sheet Pile Wall

31.16.01.00 Earthworks, Sheeting and Shoring
Temporary Sheet Pile Cofferdam Wall, 80 LF Long 4,800.00 SF - 54.00 /SF - 54.00 /SF 259,200 75.24 /SF 361,150

31.16.01.00 Earthworks, Sheeting and Shoring 84.00 TON /TON /TON /TON 3,085.71 /TON /TON 3,085.71 /TON 259,200 4,299.41 /TON 361,150

31.30.006 Temporary Sheet Pile Wall 80.00 LF /LF /LF /LF 3,240.00 /LF /LF 3,240.00 /LF 259,200 4,514.38 /LF 361,150 COR P1 Replacement Alt 1 Site Rev 3 3/1/2022 4:36 PM

Page 3 ends

Packet Pg. 415 Attachment: Preliminary Design Report (9.11(c)--Authorize Fifth Amendment to Consulting and

DETAIL REPORT
Project type: Project Name: COR P1 Replacement Alt 1 Existing PS Location Rev 3 Estimator: Nick Cavalleri/RDD Job Size: Project Number: W8Y06200 Revision/Date: 3 / Mar 1, 2022 Duration: Design Stage: Feasibility Estimate Class: 4
Area Facility Work Pkg WorkActiv Unit Price Description Takeoff Quantity Labor Cost/Unit Equip Cost/Unit Material Cost/Unit Sub Cost/Unit Other Cost/Unit Direct Total Cost/Unit Direct Total Grand Total Price Grand Total with Markups

31.0 Earthwork 1.00 LS 497,408.08 /LS 203,262.03 /LS 483,160.00 /LS 659,200.00 /LS /LS 1,843,030.11 /LS 1,843,030 2,607,801.89 /LS 2,607,802

40.9 Instrumentation & Controls

40.90.000 I&C

40.90.99.01 I&C, Other
I&C Allowance 1.00 LS 37,669.44 /LS 5,600.00 /LS 75,000.00 /LS - - 118,269.44 /LS 118,269 200,542.72 /LS 200,543

40.90.99.01 I&C, Other 1.00 LS 37,669.44 /LS 5,600.00 /LS 75,000.00 /LS /LS /LS 118,269.44 /LS 118,269 200,542.72 /LS 200,543

40.90.000 I&C 1.00 LS 37,669.44 /LS 5,600.00 /LS 75,000.00 /LS /LS /LS 118,269.44 /LS 118,269 200,542.72 /LS 200,543

40.9 Instrumentation & Controls 1.00 LS 37,669.44 /LS 5,600.00 /LS 75,000.00 /LS /LS /LS 118,269.44 /LS 118,269 200,542.72 /LS 200,543

41.0 Material Processing and Handling Equipment

41.00.000 Bridge Crane

41.00.02.01 Material Handling, Bridge Cranes
Overhead Bridge Cranes, under hung hoist, electric operating 1.00 EA 3,358.40 /EA 647.17 /EA 45,000.00 /EA - - 49,005.57 /EA 49,006 71,993.23 /EA 71,993 Structural Metals for Bridge Crane 1.00 ls 3,000.00 /ls 2,000.00 /ls 5,000.00 /ls - - 10,000.00 /ls 10,000 14,345.75 /ls 14,346

41.00.02.01 Material Handling, Bridge Cranes 1.00 EA 6,358.40 /EA 2,647.17 /EA 50,000.00 /EA /EA /EA 59,005.57 /EA 59,006 86,338.98 /EA 86,339

41.00.000 Bridge Crane 1.00 EA 6,358.40 /EA 2,647.17 /EA 50,000.00 /EA /EA /EA 59,005.57 /EA 59,006 86,338.98 /EA 86,339

41.0 Material Processing and Handling Equipment 1.00 EA 6,358.40 /EA 2,647.17 /EA 50,000.00 /EA /EA /EA 59,005.57 /EA 59,006 86,338.98 /EA 86,339

43.0 Process Gas and Liquid Handling Equipment

44.00.000 Vertical Turbine Pumps, 800 HP

44.05.42.05 Vertical Turbine Pump: 501hp-1000hp
Functional Testing, Pumps, 501-1000 hp 5.00 ea 526.62 /ea - 100.00 /ea - - 626.62 /ea 3,133 975.32 /ea 4,877 Align Pump & Motor, 501-1000 hp 5.00 ea 526.62 /ea - - 1,400.00 /ea - 1,926.62 /ea 9,633 2,973.40 /ea 14,867 Vibration Testing, Pumps, 501-1000 hp 5.00 ea 263.31 /ea - - 700.00 /ea - 963.31 /ea 4,817 1,486.70 /ea 7,433 Sleeved anchor bolts - Large 50.00 ea 32.91 /ea - 28.00 /ea - - 60.91 /ea 3,046 96.32 /ea 4,816 Anchor bolts for leveling pump cans 20.00 ea 65.83 /ea - 20.00 /ea - - 85.83 /ea 1,717 134.11 /ea 2,682 Non-Shrink Machine Grout 60.00 cuft 62.54 /cuft - 74.00 /cuft - - 136.54 /cuft 8,192 216.82 /cuft 13,009 Grease, Oil, and Lube Pumps, 501-1000 hp 5.00 ea 263.31 /ea - 150.00 /ea - - 413.31 /ea 2,067 650.24 /ea 3,251 FURNISH Vertical Turbine Pump, SS, 501 - 1000 hp 5.00 EA - - 700,000.00 /EA - - 700,000.00 /EA 3,500,000 1,138,077.98 /EA 5,690,390 Set base plate @ 16 hrs / each 5.00 ea 1,053.23 /ea - 50.00 /ea - - 1,103.23 /ea 5,516 1,706.77 /ea 8,534 Set pump head & soleplate @ 72 hrs / each 5.00 ea 4,739.54 /ea - 50.00 /ea - - 4,789.54 /ea 23,948 7,395.95 /ea 36,980 Set motor @ 40 hrs / each 5.00 ea 2,633.08 /ea - 50.00 /ea - - 2,683.08 /ea 13,415 4,144.99 /ea 20,725 Set pump can @ 1.5 hrs / lf 220.00 lf 98.74 /lf - 10.00 /lf - - 108.74 /lf 23,923 168.65 /lf 37,102

44.05.42.05 Vertical Turbine Pump: 501hp-1000hp 5.00 EA 15,693.16 /EA /EA 702,088.00 /EA 2,100.00 /EA /EA 719,881.16 /EA 3,599,406 1,168,933.34 /EA 5,844,667

44.00.000 Vertical Turbine Pumps, 800 HP 5.00 EA 15,693.16 /EA /EA 702,088.00 /EA 2,100.00 /EA /EA 719,881.16 /EA 3,599,406 1,168,933.34 /EA 5,844,667

43.0 Process Gas and Liquid Handling Equipment 5.00 EA 15,693.16 /EA /EA 702,088.00 /EA 2,100.00 /EA /EA 719,881.16 /EA 3,599,406 1,168,933.34 /EA 5,844,667 005 Intake and Pumping Plant 41,240.00 SF 19.55 /SF 5.46 /SF 126.88 /SF 66.29 /SF /SF 218.18 /SF 8,997,858 333.71 /SF 13,762,317 006 Conveyance Pipelines and Surge Tank

33.0 Utilities

33.20.002 42" Dia Pipeline

32.40.04.90 Site Improvements, Surface Restorations
Surface Restorsation Allowance 5,200.00 SF - 3.00 /SF - 3.00 /SF 15,600 4.18 /SF 21,736

32.40.04.90 Site Improvements, Surface Restorations 5,200.00 SF /SF /SF /SF 3.00 /SF /SF 3.00 /SF 15,600 4.18 /SF 21,736

33.00.04.42 Buried Pipe, Ductile Iron, 42"
42" DI Piping 130.00 LF 38.78 /LF 22.17 /LF 280.20 /LF - - 341.15 /LF 44,350 498.45 /LF 64,799 Piping Excavation and Backfill Allowance 1.00 ls - 26,000.00 /ls - 26,000.00 /ls 26,000 36,226.47 /ls 36,226 Miscellaneous Items Allowance 1.00 ls 2,825.00 /ls 2,825.00 /ls 5,650.00 /ls - - 11,300.00 /ls 11,300 16,210.72 /ls 16,211 Erosion Controls Allowance 1.00 ls 1,250.00 /ls 1,250.00 /ls 2,500.00 /ls - - 5,000.00 /ls 5,000 7,172.87 /ls 7,173

33.00.04.42 Buried Pipe, Ductile Iron, 42" 130.00 LF 70.12 /LF 53.52 /LF 342.89 /LF 200.00 /LF /LF 666.54 /LF 86,650 956.99 /LF 124,409

33.20.002 42" Dia Pipeline 130.00 LF 70.12 /LF 53.52 /LF 342.89 /LF 320.00 /LF /LF 786.54 /LF 102,250 1,124.19 /LF 146,145

33.0 Utilities 130.00 LF 70.12 /LF 53.52 /LF 342.89 /LF 320.00 /LF /LF 786.54 /LF 102,250 1,124.19 /LF 146,145

43.0 Process Gas and Liquid Handling Equipment

44.00.002 Surge System

44.05.83.10 Surge System
Surge System, Complete, Includes Tank, Piping, and All
Appurtenances

1.00 EA - 260,000.00 /EA - 260,000.00 /EA 260,000 401,264.69 /EA 401,265

44.05.83.10 Surge System 1.00 EA /EA /EA /EA 260,000.00 /EA /EA 260,000.00 /EA 260,000 401,264.69 /EA 401,265

44.00.002 Surge System 1.00 EA /EA /EA /EA 260,000.00 /EA /EA 260,000.00 /EA 260,000 401,264.69 /EA 401,265

43.0 Process Gas and Liquid Handling Equipment 1.00 EA /EA /EA /EA 260,000.00 /EA /EA 260,000.00 /EA 260,000 401,264.69 /EA 401,265 006 Conveyance Pipelines and Surge Tank 1.00 LS 9,116.15 /LS 6,957.49 /LS 44,576.00 /LS 301,600.00 /LS /LS 362,249.64 /LS 362,250 547,409.26 /LS 547,409 007 Electrical Improvements

26.0 Electrical Work

26.00.002 Duct Bank and Electrical Sevice Entrance

26.10.03.00 Site Electrical, Duct Bank
Electrical Duct Bank from Existing Point of Connect to Project Site, Complete
110.00 LF - 150.00 /LF - 150.00 /LF 16,500 246.50 /LF 27,115 Connections at Existing Electrical Supply 1.00 ls 1,570.54 /ls 146.75 /ls 15,000.00 /ls - 16,717.29 /ls 16,717 28,709.46 /ls 28,709

26.10.03.00 Site Electrical, Duct Bank 110.00 LF 14.28 /LF 1.33 /LF 136.36 /LF 150.00 /LF /LF 301.98 /LF 33,217 507.49 /LF 55,824

26.00.002 Duct Bank and Electrical Sevice Entrance 1.00 LS 1,570.54 /LS 146.75 /LS 15,000.00 /LS 16,500.00 /LS /LS 33,217.29 /LS 33,217 55,824.32 /LS 55,824

26.00.006 Temporary Removal and Replacement of Emergency Generator

26.00.99.00 Electrical, Other
Temporary Removal, Storage, and Replacement of Emergency Generator for Portions of New Site Construction

1.00 LS 16,004.16 /LS 1,332.20 /LS 5,000.00 /LS - - 22,336.36 /LS 22,336 37,118.42 /LS 37,118

26.00.99.00 Electrical, Other 1.00 LS 16,004.16 /LS 1,332.20 /LS 5,000.00 /LS /LS /LS 22,336.36 /LS 22,336 37,118.42 /LS 37,118

26.00.006 Temporary Removal and Replacement of Emergency Generator

1.00 LS 16,004.16 /LS 1,332.20 /LS 5,000.00 /LS /LS /LS 22,336.36 /LS 22,336 37,118.42 /LS 37,118

26.0 Electrical Work 1.00 LS 17,574.70 /LS 1,478.95 /LS 20,000.00 /LS 16,500.00 /LS /LS 55,553.65 /LS 55,554 92,942.74 /LS 92,943 007 Electrical Improvements 1.00 LS 17,574.70 /LS 1,478.95 /LS 20,000.00 /LS 16,500.00 /LS /LS 55,553.65 /LS 55,554 92,942.74 /LS 92,943 008 Site Utilities

26.0 Electrical Work

26.00.002 Duct Bank and Electrical Sevice Entrance

26.10.03.90 Site Electrical, Service Entrance
Electrical Service to Project Site 1.00 LS 3,141.07 /LS 293.50 /LS 25,000.00 /LS - - 28,434.57 /LS 28,435 48,789.76 /LS 48,790

26.10.03.90 Site Electrical, Service Entrance 1.00 LS 3,141.07 /LS 293.50 /LS 25,000.00 /LS /LS /LS 28,434.57 /LS 28,435 48,789.76 /LS 48,790

26.00.002 Duct Bank and Electrical Sevice Entrance 1.00 LS 3,141.07 /LS 293.50 /LS 25,000.00 /LS /LS /LS 28,434.57 /LS 28,435 48,789.76 /LS 48,790

26.0 Electrical Work 1.00 LS 3,141.07 /LS 293.50 /LS 25,000.00 /LS /LS /LS 28,434.57 /LS 28,435 48,789.76 /LS 48,790 008 Site Utilities 1.00 LS 3,141.07 /LS 293.50 /LS 25,000.00 /LS /LS /LS 28,434.57 /LS 28,435 48,789.76 /LS 48,790 012 Existing Pump Station 1 Demolition

02.0 Existing Conditions

02.00.000 Existing Pump Station 1 Demolition

02.01.02.00 Pump Station Demolition
Demolition of Existing PS 1, Allowance Based on Crew and Duration

1.00 LS 217,998.14 /LS 169,692.22 /LS 20,000.00 /LS - - 407,690.36 /LS 407,690 569,695.44 /LS 569,695

02.01.02.00 Pump Station Demolition 1.00 LS 217,998.14 /LS 169,692.22 /LS 20,000.00 /LS /LS /LS 407,690.36 /LS 407,690 569,695.44 /LS 569,695

02.00.000 Existing Pump Station 1 Demolition 1.00 LS 217,998.14 /LS 169,692.22 /LS 20,000.00 /LS /LS /LS 407,690.36 /LS 407,690 569,695.44 /LS 569,695

02.0 Existing Conditions 1.00 LS 217,998.14 /LS 169,692.22 /LS 20,000.00 /LS /LS /LS 407,690.36 /LS 407,690 569,695.44 /LS 569,695 012 Existing Pump Station 1 Demolition 1.00 LS 217,998.14 /LS 169,692.22 /LS 20,000.00 /LS /LS /LS 407,690.36 /LS 407,690 569,695.44 /LS 569,695 013 River Trail Restoration Post Construction

32.0 Exterior Improvements
COR P1 Replacement Alt 1 Site Rev 3 3/1/2022 4:36 PM

Page 4 ends

Packet Pg. 416 Attachment: Preliminary Design Report (9.11(c)--Authorize Fifth Amendment to Consulting and

DETAIL REPORT
Project type: Project Name: COR P1 Replacement Alt 1 Existing PS Location Rev 3 Estimator: Nick Cavalleri/RDD Job Size: Project Number: W8Y06200 Revision/Date: 3 / Mar 1, 2022 Duration: Design Stage: Feasibility Estimate Class: 4
Area Facility Work Pkg WorkActiv Unit Price Description Takeoff Quantity Labor Cost/Unit Equip Cost/Unit Material Cost/Unit Sub Cost/Unit Other Cost/Unit Direct Total Cost/Unit Direct Total Grand Total Price Grand Total with Markups

32.50.008 River Trail Restoration Post Construction

32.50.06.00 Site Improvements, Other Improvements
River Trail Restoration Post Construction, Allowance 1.00 LS 14,855.36 /LS 3,539.52 /LS 25,000.00 /LS - - 43,394.88 /LS 43,395 62,525.71 /LS 62,526

32.50.06.00 Site Improvements, Other Improvements 1.00 LS 14,855.36 /LS 3,539.52 /LS 25,000.00 /LS /LS /LS 43,394.88 /LS 43,395 62,525.71 /LS 62,526

32.50.008 River Trail Restoration Post Construction 1.00 LS 14,855.36 /LS 3,539.52 /LS 25,000.00 /LS /LS /LS 43,394.88 /LS 43,395 62,525.71 /LS 62,526

32.0 Exterior Improvements 1.00 LS 14,855.36 /LS 3,539.52 /LS 25,000.00 /LS /LS /LS 43,394.88 /LS 43,395 62,525.71 /LS 62,526 013 River Trail Restoration Post Construction 1.00 LS 14,855.36 /LS 3,539.52 /LS 25,000.00 /LS /LS /LS 43,394.88 /LS 43,395 62,525.71 /LS 62,526 01 Alt 1: Existing PS1 Location 1.00 LS 1,284,108.36 /LS 570,282.85 /LS 5,542,071.01 /LS 3,166,325.00 /LS 1,843,600.00 /LS 12,406,387.22 /LS 12,406,387 18,241,150.76 /LS 18,241,151 COR P1 Replacement Alt 1 Site Rev 3 3/1/2022 4:36 PM

Page 5 ends

Packet Pg. 417 Attachment: Preliminary Design Report (9.11(c)--Authorize Fifth Amendment to Consulting and

DETAIL REPORT
Project type: Project Name: COR P1 Replacement Alt 1 Existing PS Location Rev 3 Estimator: Nick Cavalleri/RDD Job Size: Project Number: W8Y06200 Revision/Date: 3 / Mar 1, 2022 Duration: Design Stage: Feasibility Estimate Class: 4
Estimate Totals
Description Amount Totals Hours Rate
Labor 1,284,108 18,621.262 hrs
Material 5,542,071
Subcontract 3,166,325
Equipment 570,283 6,137.267 hrs
Subtotal Direct Costs 10,562,787 10,562,787
Material Sales Tax 457,221 8.250%
Subtotal W/ Sales Tax 457,221 11,020,008
Concrete Work I,OH&P 2,576 15.000%
Masonry Work I,OH&P 23,344 15.000%
Architectural (Div 6-12)I,OH&P 20,807 15.000%
Mechanical Work I,OH&P 29,295 20.000%
Electrical Work I,OH&P 169,174 25.000%
Process Piping I,OH&P 20.000%
Instruments & Controls I,OH&P 29,567 25.000%
Process Equipment I,OH&P 578,911 15.000%
Subtotal W/ Subcontractor OH&P 853,674 11,873,682
General Conditions 712,421 6.000%
Subtotal W/ General Conditions 712,421 12,586,103
Prime Contractor Overhead 1,510,332 12.000%
Prime Contractor Profit 845,786 6.000%
Subtotal W/ Prime Markups 2,356,118 14,942,221
Non Markup Items 1,843,600
Subtotal W/ Non Markup Items 1,843,600 16,785,821
Escalation 1,455,331 8.670%
Subtotal W/ Escalation 1,455,331 18,241,152
Design Contingency 4,560,288 25.000%
Subtotal W/ Design Contingency 4,560,288 22,801,440
Construction Contingency 3,420,216 15.000%
Subtotal W/ Construction Contingency 3,420,216 26,221,656 Total Construction Cost 26,221,656
COR P1 Replacement Alt 1 Site Rev 3 3/1/2022 4:36 PM

Page 6 ends

Packet Pg. 418 Attachment: Preliminary Design Report (9.11(c)--Authorize Fifth Amendment to Consulting and Cost Estimating - Escalation Calculation Report
Escalation report prepared: 2/28/2022
Escalation Model Used: AVE
Project:

Event Date
Data Date 1/1/2021
Start Date 5/1/2025
Mid Point 5/1/2026
End Date 5/1/2027
Value Calculation
Escalation1

8.670%
Years2

5.3 Rate Per Annum3

1.573%
Historical4

2.9%
Volatility5

5.0%
Notes:

Forecasts are based on data provided by IHS Markit though 2021-Q4 with model weighting as given below:

4.3843% - PPI324110AY2.Q.FOS - USA, PPI, Diesel Fuel

1.9523% - WPIP1321.Q.FOS - USA, PPI, Sand Gravel and Crushed Stone

3.343% - PPI327320P.Q.FOS - USA, PPI, Ready-Mix Concrete

1.3109% - PREBAR.Q.FOS - USA, Spot Price, Reinforcing Bar (Rebar) Steel

0.6176% - WPIP08.Q.FOS - USA, PPI, Lumber and Wood Products

0.8038% - WPIWP133.Q.FOS - USA, PPI, Concrete Products

0.1949% - PPI331318.Q.FOS - USA, PPI, Other Aluminum Rolling Drawing and Extruding

2.5468% - PPI3311107.Q.FOS - USA, PPI, Hot Rolled Bars Plates and Structural Shapes

0.3362% - WPIP081.Q.FOS - USA, PPI, Lumber

2.1699% - PPI3241221.Q.FOS - USA, PPI, Roofing Asphalts, Pitches, Coatings, Cements

1.3843% - PPI332321.Q.FOS - USA, PPI, Metal Window and Door

0.902% - PPI327420.Q.FOS - USA, PPI, Gypsum Wallboard

0.902% - PPI325510.Q.FOS - USA, PPI, Paints and Coatings

0.434% - WPIS30S.Q.FOS - USA, PPI, Finished Goods

6.1449% - WPIP11.Q.FOS - USA, PPI, Machinery and Equipment

0.4685% - PPI337214.Q.FOS - USA, PPI, Office Furniture

0.344% - PPI334516.Q.FOS - USA, PPI, Laboratory Analytical Instruments

0.344% - PPI3353141.Q.FOS - USA, PPI, Relay and Industrial Controls

0.0442% - WPIP1144.Q.FOS - USA, PPI, Industrial Material Handling Equipment

5.1446% - PPI331511.Q.FOS - USA, PPI, Iron Foundries

2.8158% - WPIP0721.Q.FOS - USA, PPI, Plastic Construction Products (Primarily Pipe)

14.0085% - PPI332996.Q.FOS - USA, PPI, Fabricated Pipe and Fittings

1.8242% - PPI335929D.Q.FOS - USA, PPI, Building Wire and Cable

1.132% - PPI335313.Q.FOS - USA, PPI, Switchgear and Switchboard Apparatus

8.9795% - PPI331210.Q.FOS - USA, PPI, Iron/Steel Pipe and Tube Mfg From Purch Steel

0.9327% - PPI3339121.Q.FOS - USA, PPI, Air and Gas Compressors

0.4664% - WPIP07.Q.FOS - USA, PPI, Rubber and Plastic Products

2.7982% - PPI333911.Q.FOS - USA, PPI, Pumps and Pumping Equipment

0.4664% - PSTAINSHEET304.Q.FOS - USA, Spot Price, Stainless Coil Steel, Grade 304

32.8041% - CEU2000000008.Q.FOS - USA, Average Hourly Earnings, Construction - Average Project
1 - Escalation begins with the data date and assumes equal spending from project start to end dates 2 - Years is the duration from the Data (Estimate) date to the mid point of the project 3 - Rate Per Annum is the annual rate of escalation which when compounded over Years, equal Escalation 4 - Historical is the annual rate of escalation for the weighted model from 2015/Q1 to 2021/Q2 5 - Volatility is the std. deviation of the model's Historical annual rates of escalation, equivalent to a p=0.84 value COR PS1 Replacement
100.000
106.642
108.670
110.746
90 95
100
105
110
115
Data Date Start Date Mid Point End Date
Escalation1, Data Date = 100
Packet Pg. 419 Attachment: Preliminary Design Report (9.11(c)--Authorize Fifth Amendment to Consulting and Professional Services Contract C-8541)  
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Packet Pg. 420
Attachment: Preliminary Design Report (9.11(c)--Authorize Fifth Amendment to Consulting and Estimate Class

LEVEL OF PROJECT
DEFINITION Expressed
as a % of complete
definition
END USAGE Typical
Purpose of Estimate

METHODOLOGY
Typical estimating
method

EXPECTED

ACCURACY RANGE
Typical variation in low
and high ranges [a]
L: -20% to -50% H: +30% to +100% L: -15% to -30% H: +20% to +50% L: -10% to -20% H: +10% to +30% L: -5% to -15% H: +5% to +20% L: -3% to -10% H: +3% to +15%

PREPARATION
EFFORT Typical
degree of effort relative
to least cost index of 1
[b]

REFINED CLASS

DEFINITION

END USAGE DEFINED

ESTIMATING

METHODS USED

EXPECTED

ACCURACY RANGE

EFFORT TO PREPARE
(for US$20MM project):

ANSI Standard
Reference Z94.2-1989
name; Alternate
Estimate Names,
Terms, Expressions,
Synonyms:

Definitive Estimate; Full detail, release, fall-out, tender, firm price,bottoms-up, final, detailed control, forced detail, execution phase,master control, fair price, definitive, change order estimate.

Order of Magnitude Estimate; Ratio, ballpark, blue sky, seat-ofpants, ROM, idea study, prospect estimate, concession licenseestimate, guesstimate, rule-of thumb.

Budget Estimate; Screening, top-down, feasibility,authorization, factored, pre-design, pre-study.

Budget Estimate; Budget, scope, sanction, semi-detailed,authorization, preliminary control, concept study, development,basic engineering phase estimate, target estimate.

Definitive Estimate; Detailed Control, forced detail, executionphase, master control, engineering, bid, tender, change orderestimate.

Typical accuracy ranges for Class 1 estimates are -3% to -10% on the low side, and +3% to +15% on the high side,depending on the technological complexity of the project,appropriate reference information, and the inclusion of anappropriate contingency determination. Ranges could exceedthose shown in unusual circumstances.

As little as 1 hour or less to prepare to perhaps more than 200hours, depending on the project and the estimatingmethodology used.

Typically, as little as 20 hours or less to perhaps more than300 hours, depending on the project and the estimatingmethodology used.

Typically, as little as 150 hours or less to perhaps more than1500 hours, depending on the project and the estimatingmethodology used.

Typically, as little as 300 hours or less to perhaps more than3000 hours, depending on the project and the estimatingmethodology used. Bid Estimates typically require more effortthan estimates used for funding or control purposes Class 1 estimates require the most effort to create, and as suchare generally developed for only selected areas of the project, orfor bidding purposes. A complete Class 1 estimate may involveas little as 600 hours or less, to perhaps more than 6,000 hours,depending on the project and the estimating methodology used.Bid estimate typically require more effort than estimates used forfunding or control purposes.

Typical accuracy ranges for Class 5 estimates are -20% to -50% on the low side, and +30% to +100% on the high side,depending on the technological complexity of the project,appropriate contingency determination. Ranges could exceedthose shown in unusual circumstances.

Typical accuracy ranges for Class 4 estimates are -15% to -30% on the low side, and +20% to +50% on the high side,depending on the technological complexity of the project,appropriate reference information, and the inclusion of anappropriate contingency determination. Ranges could exceedthose shown in unusual circumstances.

Typical accuracy ranges for Class 3 estimates are -10% to -20% on the low side, and +10% to +30% on the high side,depending on the technological complexity of the project,appropriate reference information, and the inclusion of anappropriate contingency determination. Ranges could exceedthose shown in unusual circumstances.

Typical accuracy ranges for Class 2 estimates are -5% to -15% on the low side, and +5% to +20% on the high side,depending on the technological complexity of the project,appropriate reference information, and the inclusion of anappropriate contingency determination. Ranges could exceedthose shown in unusual circumstances.

Class 1 estimates are typically prepared to form a current controlestimate to be used as the final control baseline against which allactual coasts and resources will now be monitored for variationsto the budget, and form a part of the change/variation controlprogram. They may be used to evaluate bid checking, to supportvendor/contractor negotiations, or for claim evaluations anddispute resolution.

Class 5 estimates virtually always use stochastic estimatingmethods such as cost/capacity curves and factors, scale ofoperations factors, Lang factors, Hand factors, Chilton factors,Peters-Timmerhaus factors, Guthrie factors, and otherparametric and modeling techniques.

Class 4 estimates virtually always use stochastic estimatingmethods such as cost/capacity curves and factors, scale ofoperations factors, Lang factors, Hand factors, Chilton factors,Peters-Timmerhaus factors, Guthrie factors, the Miller method,gross unit costs/ratios, and other parametric and modelingtechniques.

Class 3 estimates usually involve more deterministicestimating methods that stochastic methods. They usuallyinvolve a high degree of unit cost line items, although thesemay be at an assembly level of detail rather than individualcomponents. Factoring and other stochastic methods may beused to estimate less-significant areas of the project.

Class 2 estimates always involve a high degree ofdeterministic estimating methods. Class 2 estimates areprepared in great detail, and often involve tens of thousands ofunit cost line items. For those areas of the project stillundefined, an assumed level of detailed takeoff (forced detail)may be developed to use as line items in the estimate insteadof relying on factoring methods.

Class 1 estimates involve the highest degree of deterministicestimating methods, and require a great amount of effort. Class 1estimates are prepared in great detail, and thus are usuallyperformed on only the most important or critical areas of theproject. All items in the estimate are usually unit cost line itemsbased on actual design quantities.

Class 5 estimates are prepared for any number of strategicbusiness planning purposes, such as but not limited to marketstudies, assessment of initial viability, evaluation of alternateschemes, project screening, project location studies,evaluation of resource needs and budgeting, long-rangecapital planning, etc.

Class 4 estimates are prepared for a number of purposes,such as but not limited to, detailed strategic planning, businessdevelopment, project screening at more developed stages,alternative scheme analysis, confirmation of economic and/ortechnical feasibility, and preliminary budget approval orapproval to proceed to next stage.

Class 3 estimates are typically prepared to support full projectfunding requests, and become the first of the project phase"control estimate" against which all actual costs and resourceswill be monitored for variations to the budget. They are used asthe project budget until replaced by more detailed estimates. Inmany owner organizations, a Class 3 estimate may be the lastestimate required and could well form the only basis forcost/schedule control.

Class 2 estimates are typically prepared as the detailed controlbaseline against which all actual costs an resources will nowbe monitored for variation to the budget, and form a part of thechange/variation control program. 5 to 100
Class 5 estimates are generally prepared based on verylimited information, and subsequently have very wide accuracy ranges. As such, some companies and organizations haveelected to determine that due to the inherent inaccuracies,such estimates cannot be classified in a conventional andsystematic manner. Class 5 estimates, due to therequirements of end use, may be prepared within a verylimited amount of time and with very little effort expended -sometimes requiring less than 1 hour to prepare. Often, littlemore than proposed plant type, location, and capacity areknown at the time of estimate preparation.

Class 4 estimates are generally prepared based on verylimited information, and subsequently have very wide accuracyranges. They are typically used for project screening,determination of feasibility, concept evaluation, and preliminarybudget approval. Typically, engineering is from 1% to 5%complete, and would comprise at a minimum the following:plant capacity, block schematics, indicated layout, process flowdiagrams (PFDs) for main process systems and preliminaryengineered process and utility equipment lists. Level of ProjectDefinition Required: 1% to 15% of full project definition.

Class 3 estimates are generally prepared to form the basis forbudget authorization, appropriation, and/or funding. As such,they typically form the initial control estimate against which allactual costs and resources will be monitored. Typically,engineering is from 10% to 40% complete, and wouldcomprise at a minimum the following: process flow diagrams,utility flow diagrams, preliminary piping and instrumentdiagrams, utility flow diagrams, preliminary piping andinstrument diagrams, plot plan, developed layout drawings,and essentially complete engineering process and utilityequipment lists. Level Of Project Definition Required: 10% to40% of full project definition.

Class 2 estimates are generally prepared to form a detailedcontrol baseline against which all project work is monitored interms of cost and progress control. For contractors, this classof estimate is often used as the "bid" estimate to establishcontract value. Typically, engineering is from 30% to 70%complete, and would comprise at a minimum the following:Process flow diagrams, utility flow diagrams, piping andinstrument flow diagrams, heat and material balances, finalplot plan, final layout drawings, complete engineered processand utility equipment lists, single line diagrams for electrical,electrical equipment and motor schedules, vendor quotations,detailed project execution plans, resourcing and work forceplans, etc.

Class 1 estimates are generally prepared for discrete parts orsections of the total project rather than generating this level ofdetail for the entire project. The parts of the project estimated atthis level of detail will typically be used by subcontractors for bids,or by owners for check estimates. The updated estimate is oftenreferred to as the current control estimate and becomes the newbaseline for cost/schedule control of the project. Class 1estimates may be prepared for parts of the project to comprise afair price estimate or bid check estimate to compare against acontractor's bid estimate, or to evaluate/dispute claims. Typically,engineering is from 50% to 100% complete, and would comprisevirtually all engineering and design documentation of the project,and complete project execution and commissioning plans. Levelfor Project Definition Required: 50% to 100% of full projectdefinition. 1 2 to 4 3 to 10 4 to 20
Check Estimate or Bid / Tender
Capacity Factored, Parametric Models,
Judgment, or Analogy Equipment Factored or Parametric Models Semi-Detailed Unit Costs with Assembly Level Line Items Detailed Unit Cost with Forced Detailed Take-Off Detailed Unit Cost with Detailed Take-Off Concept Screening Study or Feasibility Budget Authorization, or Control 10% to 40% 30% to 70% 50% to 100%
Class 5 Class 4 Class 3 Class 2
Control or Bid / Tender
Class 1
0% to 2% 1% to 15%
Packet Pg. 421
Attachment: Preliminary Design Report (9.11(c)--Authorize Fifth Amendment to Consulting and Estimate Class Class 5 Class 4 Class 3 Class 2 Class 1
Estimate Input
Checklist and
Maturity Index

GENERAL PROJECT
DATA
Project ScopeDescriptionPlant Production / Facility
CapacityPlant LocationSoils & HydrologyIntegrated Project PlanProject Master ScheduleEscalation StrategyWork BreakdownStructureProject Code ofAccountsContracting Strategy

ENGINEERING
DELIVERABLES:

SUMMARY REPORT
Project type: Project Name: COR P1 Replacement Alt 2 New River Trail Location Rev 3 Estimator: Nick Cavalleri/RDD Job Size: Project Number: W8Y06200 Revision/Date: 3 / Mar 1, 2022 Duration: Design Stage: Feasibility Estimate Class: 4
Area Facility Description Takeoff Quantity Labor Cost/Unit Equip Cost/Unit Material Cost/Unit Sub Cost/Unit Other Cost/Unit Direct Total Cost/Unit Direct Total Grand Total Price Grand Total with Markups
02 Alt 2: New River Trail Location
001 Mobilization/Demobilization 1.00 LS /LS /LS /LS /LS 484,000.00 /LS 484,000.00 /LS 484,000 484,000.00 /LS 484,000 002 Bonding/Insurance 1.00 LS /LS /LS /LS /LS 364,200.00 /LS 364,200.00 /LS 364,200 364,200.00 /LS 364,200 003 Site Clearing/Grubbing 1.00 LS 9,517.28 /LS 3,791.72 /LS 2,800.00 /LS 2,500.00 /LS /LS 18,609.00 /LS 18,609 26,393.86 /LS 26,394 004 Site Improvements 1.00 LS 129,637.93 /LS 99,722.39 /LS 113,144.00 /LS 24,645.00 /LS 588,300.00 /LS 955,449.32 /LS 955,449 1,352,624.99 /LS 1,352,625 005 Intake and Pumping Plant 1,850.00 SF 408.83 /SF 106.92 /SF 3,202.89 /SF 188.78 /SF /SF 3,907.43 /SF 7,228,737 6,311.00 /SF 11,675,341 006 Conveyance Pipelines and Surge Tank 1.00 LS 43,953.35 /LS 31,726.56 /LS 260,471.00 /LS 402,600.00 /LS /LS 738,750.91 /LS 738,751 1,099,117.63 /LS 1,099,118 007 Electrical Improvements 1.00 LS 1,570.54 /LS 146.75 /LS 15,000.00 /LS 231,000.00 /LS /LS 247,717.29 /LS 247,717 411,438.89 /LS 411,439 008 Site Utilities 1.00 LS 3,141.07 /LS 293.50 /LS 25,000.00 /LS 269,500.00 /LS /LS 297,934.57 /LS 297,935 428,044.95 /LS 428,045 009 Site Access 1.00 LS 71,390.30 /LS 57,868.26 /LS 50,273.62 /LS 3,500.00 /LS /LS 183,032.18 /LS 183,032 261,477.20 /LS 261,477 010 Jenny Creek Fish Ladder 1.00 LS 37,223.83 /LS 13,464.95 /LS 90,910.00 /LS 22,800.00 /LS /LS 164,398.78 /LS 164,399 238,632.52 /LS 238,633 011 Jenny Creek Culvert Rehabilitation 1.00 LS 45,247.61 /LS 13,823.52 /LS 57,719.30 /LS /LS /LS 116,790.43 /LS 116,790 168,960.48 /LS 168,960 012 Existing Pump Station 1 Demolition 1.00 LS 217,998.14 /LS 169,692.22 /LS 20,000.00 /LS /LS /LS 407,690.36 /LS 407,690 574,832.29 /LS 574,832 013 River Trail Restoration Post Construction 1.00 LS 14,855.36 /LS 3,539.52 /LS 25,000.00 /LS /LS /LS 43,394.88 /LS 43,395 63,072.47 /LS 63,072 02 Alt 2: New River Trail Location 1.00 LS 1,330,869.04 /LS 591,873.33 /LS 6,585,667.72 /LS 1,305,795.00 /LS 1,436,500.00 /LS 11,250,705.09 /LS 11,250,705 17,148,136.25 /LS 17,148,136 Estimate Totals
Description Amount Totals Hours Rate
Labor 1,957,898 18,663.892 hrs
Material 10,715,983
Subcontract 1,959,151
Equipment 839,798 6,692.827 hrs
Subtotal W/ Escalation 15,472,830 15,472,830
Non Markup Items 1,675,306
Subtotal W/ Non Markup Items 1,675,306 17,148,136
Design Contingency 4,287,034 25.000 %
Subtotal W/ Design Contingency 4,287,034 21,435,170
Construction Contingency 3,215,276 15.000 %
Total Construction Cost 3,215,276 24,650,446
COR P1 Replacement Alt 2 Site Rev 3 3/1/2022 4:35 PM

Page 1 ends

Packet Pg. 423 Attachment: Preliminary Design Report (9.11(c)--Authorize Fifth Amendment to Consulting and

DETAIL REPORT
Project type: Project Name: COR P1 Replacement Alt 2 New River Trail Location Rev 3 Estimator: Nick Cavalleri/RDD Job Size: Project Number: W8Y06200 Revision/Date: 3 / Mar 1, 2022 Duration: Design Stage: Feasibility Estimate Class: 4
Area Facility Work Pkg WorkActiv Unit Price Description Takeoff Quantity Labor Cost/Unit Equip Cost/Unit Material Cost/Unit Sub Cost/Unit Other Cost/Unit Direct Total Cost/Unit Direct Total Grand Total Price Grand Total with Markups
02 Alt 2: New River Trail Location
001 Mobilization/Demobilization

01.0 General Requirements

01.00.000 Mobilization and Demobilization

01.01.05.00 General Conditions, Other
Mobilization and Demobilization Allowance 1.00 LS 0.00 /LS - 0.00 /LS - 484,000.00 /LS 484,000.00 /LS 484,000 484,000.00 /LS 484,000

01.01.05.00 General Conditions, Other 1.00 LS /LS /LS /LS /LS 484,000.00 /LS 484,000.00 /LS 484,000 484,000.00 /LS 484,000

01.00.000 Mobilization and Demobilization 1.00 LS /LS /LS /LS /LS 484,000.00 /LS 484,000.00 /LS 484,000 484,000.00 /LS 484,000

01.0 General Requirements 1.00 LS /LS /LS /LS /LS 484,000.00 /LS 484,000.00 /LS 484,000 484,000.00 /LS 484,000 001 Mobilization/Demobilization 1.00 LS /LS /LS /LS /LS 484,000.00 /LS 484,000.00 /LS 484,000 484,000.00 /LS 484,000 002 Bonding/Insurance

01.0 General Requirements

01.00.002 Bonds and Insurances

01.01.05.00 General Conditions, Other
Bonds and Insurances 1.00 LS 0.00 /LS - 0.00 /LS - 364,200.00 /LS 364,200.00 /LS 364,200 364,200.00 /LS 364,200

01.01.05.00 General Conditions, Other 1.00 LS /LS /LS /LS /LS 364,200.00 /LS 364,200.00 /LS 364,200 364,200.00 /LS 364,200

01.00.002 Bonds and Insurances 1.00 LS /LS /LS /LS /LS 364,200.00 /LS 364,200.00 /LS 364,200 364,200.00 /LS 364,200

01.0 General Requirements 1.00 LS /LS /LS /LS /LS 364,200.00 /LS 364,200.00 /LS 364,200 364,200.00 /LS 364,200 002 Bonding/Insurance 1.00 LS /LS /LS /LS /LS 364,200.00 /LS 364,200.00 /LS 364,200 364,200.00 /LS 364,200 003 Site Clearing/Grubbing

31.0 Earthwork

31.15.000 Pumping Plant Site Clearing and Grubbing

31.15.01.00 Site Preparation, Clearing and Grubbing
Clear and Gub Site 10,300.00 SF 0.72 /SF 0.17 /SF 0.10 /SF - - 0.99 /SF 10,197 1.40 /SF 14,419 Haul and Disposal 4.00 ld 398.61 /ld 461.25 /ld 450.00 /ld - - 1,309.85 /ld 5,239 1,878.68 /ld 7,515 Load Spoils for Disposal 1.00 ls 495.18 /ls 176.98 /ls - - 672.16 /ls 672 945.01 /ls 945 Erosion Controls Allowance 1.00 ls - 2,500.00 /ls - 2,500.00 /ls 2,500 3,514.81 /ls 3,515

31.15.01.00 Site Preparation, Clearing and Grubbing 10,300.00 SF 0.92 /SF 0.37 /SF 0.27 /SF 0.24 /SF /SF 1.81 /SF 18,609 2.56 /SF 26,394

31.15.000 Pumping Plant Site Clearing and Grubbing 1.00 LS 9,517.28 /LS 3,791.72 /LS 2,800.00 /LS 2,500.00 /LS /LS 18,609.00 /LS 18,609 26,393.86 /LS 26,394

31.0 Earthwork 1.00 LS 9,517.28 /LS 3,791.72 /LS 2,800.00 /LS 2,500.00 /LS /LS 18,609.00 /LS 18,609 26,393.86 /LS 26,394 003 Site Clearing/Grubbing 1.00 LS 9,517.28 /LS 3,791.72 /LS 2,800.00 /LS 2,500.00 /LS /LS 18,609.00 /LS 18,609 26,393.86 /LS 26,394 004 Site Improvements

32.0 Exterior Improvements

31.30.000 Permanent Sheet Pile Training Walls

31.16.01.00 Earthworks, Sheeting and Shoring
Unload and Inventory Sheet Piles 294.15 ton 18.60 /ton 12.52 /ton - - 31.12 /ton 9,154 43.75 /ton 12,869 Drive Sheet Pile 294.15 TON 338.25 /TON 289.99 /TON - - 628.24 /TON 184,796 883.26 /TON 259,810 On Site material handling from storage area to Point of Use. 294.15 ton 9.64 /ton 9.74 /ton - - 19.38 /ton 5,701 27.25 /ton 8,015 Cutoff Sheet Piles, Freash Head 282.00 lf 26.85 /lf 1.53 /lf - - 28.39 /lf 8,005 39.91 /lf 11,255 Misc. Items Allowance, spacers, bolts, & nuts 1.00 ls 82,000.00 /ls - - 82,000.00 /ls 82,000 122,050.89 /ls 122,051 Waler Beams double C15 x 33.9 282.00 lf 15.98 /lf 16.73 /lf 50.00 /lf - - 82.71 /lf 23,323 120.40 /lf 33,954 Secure Sheet Pile During and Remove After Cuttoff 4.25 ton 73.53 /ton 63.04 /ton - - 136.57 /ton 580 192.01 /ton 816 Purchase Sheet Piles, AZ26-700 294.15 ton - - - 2,000.00 /ton 2,000.00 /ton 588,300 2,811.85 /ton 827,106 Sheet piling, steel, tie rod, 1-3/4" excludes wales 3.34 ton 1,237.95 /ton 294.96 /ton 2,100.00 /ton - - 3,632.91 /ton 12,134 5,280.85 /ton 17,638

31.16.01.00 Earthworks, Sheeting and Shoring 16,920.00 SF 7.35 /SF 5.81 /SF 6.09 /SF /SF 34.77 /SF 54.02 /SF 913,994 76.45 /SF 1,293,514

31.30.000 Permanent Sheet Pile Training Walls 294.15 TON 422.67 /TON 334.02 /TON 350.55 /TON /TON 2,000.00 /TON 3,107.24 /TON 913,994 4,397.46 /TON 1,293,514

32.00.000 Site Improvements

32.40.04.00 Site Improvements, Paving, Gravel Surfacing Site Gravel Surfacing 8,215.00 SF - 3.00 /SF - 3.00 /SF 24,645 4.22 /SF 34,649

32.40.04.00 Site Improvements, Paving, Gravel Surfacing 8,215.00 SF /SF /SF /SF 3.00 /SF /SF 3.00 /SF 24,645 4.22 /SF 34,649

32.45.01.00 Fencing, Chain Link
Fence, chain link industrial, aluminized steel, 2" posts @ 10' OC, 3 strands barb wire, 9 ga. wire, 6' high, includes excavation, & concrete
160.00 lf 5.96 /lf 0.97 /lf 26.50 /lf - - 33.43 /lf 5,349 49.19 /lf 7,870 Fence, chain link industrial, double swing gates, 8' high, 20' opening, includes excavation, posts & hardware in concrete

2.00 opng 1,387.57 /opng 478.08 /opng 750.00 /opng - - 2,615.65 /opng 5,231 3,739.28 /opng 7,479

32.45.01.00 Fencing, Chain Link 200.00 LF 18.65 /LF 5.55 /LF 28.70 /LF /LF /LF 52.90 /LF 10,580 76.74 /LF 15,348

32.50.02.00 Site Improvements, Guard Rails
Vehicle guide rails, corrugated steel, galvanized steel posts, steel posts 6'-3" O.C, 6" x 8" posts
270.00 LF 5.59 /LF 1.28 /LF 15.00 /LF - - 21.87 /LF 5,906 31.99 /LF 8,637 Vehicle guide rails, corrugated steel, galvanized steel posts, install end section, wrap-around, corrugated steel

4.00 ea 17.80 /ea 3.46 /ea 60.00 /ea - - 81.26 /ea 325 119.20 /ea 477

32.50.02.00 Site Improvements, Guard Rails 270.00 LF 5.85 /LF 1.33 /LF 15.89 /LF /LF /LF 23.08 /LF 6,231 33.75 /LF 9,114

32.00.000 Site Improvements 1.00 LS 5,309.46 /LS 1,471.31 /LS 10,030.00 /LS 24,645.00 /LS /LS 41,455.77 /LS 41,456 59,111.20 /LS 59,111

32.0 Exterior Improvements 1.00 LS 129,637.93 /LS 99,722.39 /LS 113,144.00 /LS 24,645.00 /LS 588,300.00 /LS 955,449.32 /LS 955,449 1,352,624.99 /LS 1,352,625 004 Site Improvements 1.00 LS 129,637.93 /LS 99,722.39 /LS 113,144.00 /LS 24,645.00 /LS 588,300.00 /LS 955,449.32 /LS 955,449 1,352,624.99 /LS 1,352,625 005 Intake and Pumping Plant

03.0 Concrete Work

03.00.000 Pump Station Concrete Slab 12" Thick Includes Thickened Perimeter

03.10.05.12 Cast-In-Place Concrete, Slabs on Grade, 12" thick C.I.P. concrete forms, slab on grade, edge, wood, over 12", 4 use, includes erecting, bracing, stripping and cleaning 287.00 sfca 7.57 /sfca - 1.43 /sfca - - 9.00 /sfca 2,584 14.13 /sfca 4,054 Reinforcing Steel, in place, slab on grade, #3 to #7, A615, grade 60, incl labor for accessories, excl material for accessories

8.00 ton 1,200.62 /ton - 1,500.00 /ton - - 2,700.62 /ton 21,605 4,325.72 /ton 34,606 Reinforcing in place, unloading & sorting, add to above - slabs 8.00 ton 41.72 /ton 6.69 /ton - - - 48.41 /ton 387 75.32 /ton 603 Struct concrete,ready mix,normal wt,4500 psi,includes local aggregate,sand,portland cement and water,delivered,excludes all additives and treatments

93.00 cy - - 133.00 /cy - - 133.00 /cy 12,369 217.91 /cy 20,266 Structural concrete, placing, slab on grade, pumped, over 6" thick, includes strike off & consolidation, excludes material

90.00 CY 21.18 /CY 5.71 /CY - - - 26.89 /CY 2,420 41.84 /CY 3,766 Cfnsh,flrs,for spcf rndm accs flrs aci clss 1,2,3 and 4,achv a cmps ovrl flr fltn&lvln val f35/25,bull flt,mchn flt&stl trwl (wlk-bhn),excl plcn,strkn
1,850.00 sf 0.88 /sf 0.03 /sf - - - 0.91 /sf 1,682 1.41 /sf 2,618 Curing, sprayed membrane curing compound 18.50 csf 9.74 /csf - 12.20 /csf - - 21.94 /csf 406 35.15 /csf 650 Fine grading, fine grade for slab on grade, machine 205.56 sy 1.02 /sy 0.70 /sy - - - 1.72 /sy 353 2.67 /sy 550

03.10.05.12 Cast-In-Place Concrete, Slabs on Grade, 12" thick 90.00 CY 178.22 /CY 8.47 /CY 277.83 /CY /CY /CY 464.52 /CY 41,807 745.68 /CY 67,111

03.00.000 Pump Station Concrete Slab 12" Thick Includes Thickened Perimeter

90.00 CY 178.22 /CY 8.47 /CY 277.83 /CY /CY /CY 464.52 /CY 41,807 745.68 /CY 67,111

03.00.002 Pump Station Equipment Pads

03.10.13.12 Cast-In-Place Concrete, Equipment Pads, 12" thick Concrete surface treatment, bonding agent, epoxy resin, 80 S.F. per gallon, 4 gallon case, includes material only

1.60 gal - - 62.50 /gal - - 62.50 /gal 100 102.40 /gal 164 COR P1 Replacement Alt 2 Site Rev 3 3/1/2022 4:36 PM

Page 1 ends

Packet Pg. 424 Attachment: Preliminary Design Report (9.11(c)--Authorize Fifth Amendment to Consulting and

DETAIL REPORT
Project type: Project Name: COR P1 Replacement Alt 2 New River Trail Location Rev 3 Estimator: Nick Cavalleri/RDD Job Size: Project Number: W8Y06200 Revision/Date: 3 / Mar 1, 2022 Duration: Design Stage: Feasibility Estimate Class: 4
Area Facility Work Pkg WorkActiv Unit Price Description Takeoff Quantity Labor Cost/Unit Equip Cost/Unit Material Cost/Unit Sub Cost/Unit Other Cost/Unit Direct Total Cost/Unit Direct Total Grand Total Price Grand Total with Markups

03.10.13.12 Cast-In-Place Concrete, Equipment Pads, 12" thick C.I.P. concrete forms, slab on grade, edge, wood, 7" to 12" high, 4 use, includes erecting, bracing, stripping and cleaning 100.00 sfca 10.87 /sfca - 1.14 /sfca - - 12.01 /sfca 1,201 18.78 /sfca 1,878 Reinforcing Steel, in place, slab on grade, #3 to #7, A615, grade 60, incl labor for accessories, excl material for accessories

0.50 ton 1,200.62 /ton - 1,500.00 /ton - - 2,700.62 /ton 1,350 4,325.68 /ton 2,163 Reinforcing in place, unloading & sorting, add to above - slabs 0.50 ton 41.72 /ton 6.70 /ton - - - 48.42 /ton 24 75.38 /ton 38 Struct concrete,ready mix,normal wt,4500 psi,includes local aggregate,sand,portland cement and water,delivered,excludes all additives and treatments

5.50 cy - - 133.00 /cy - - 133.00 /cy 732 217.91 /cy 1,199 Structural concrete, placing, slab on grade, pumped, over 6" thick, includes strike off & consolidation, excludes material

5.00 CY 21.18 /CY 5.71 /CY - - - 26.89 /CY 134 41.84 /CY 209 Cfnsh,flrs,for spcf rndm accs flrs aci clss 1,2,3 and 4,achv a cmps ovrl flr fltn&lvln val f35/25,bull flt,mchn flt&stl trwl (wlk-bhn),excl plcn,strkn
125.00 sf 0.88 /sf 0.03 /sf - - - 0.91 /sf 114 1.41 /sf 177 Curing, sprayed membrane curing compound 1.25 csf 9.74 /csf - 12.20 /csf - - 21.94 /csf 27 35.16 /csf 44

03.10.13.12 Cast-In-Place Concrete, Equipment Pads, 12" thick 5.00 CY 387.24 /CY 7.06 /CY 342.15 /CY /CY /CY 736.45 /CY 3,682 1,174.10 /CY 5,870

03.00.002 Pump Station Equipment Pads 5.00 CY 387.24 /CY 7.06 /CY 342.15 /CY /CY /CY 736.45 /CY 3,682 1,174.10 /CY 5,870

03.00.004 Pump Station Electrical Room Equipment Pads

03.10.13.06 Cast-In-Place Concrete, Equipment Pads, 6" thick Concrete surface treatment, bonding agent, epoxy resin, 80 S.F. per gallon, 4 gallon case, includes material only

1.50 gal - - 62.50 /gal - - 62.50 /gal 94 102.40 /gal 154 C.I.P. concrete forms, slab on grade, edge, wood, to 6" high, 4 use, includes erecting, bracing, stripping and cleaning

49.00 lf 5.54 /lf - 0.45 /lf - - 5.99 /lf 294 9.36 /lf 459 Reinforcing Steel, in place, slab on grade, #3 to #7, A615, grade 60, incl labor for accessories, excl material for accessories

0.25 ton 1,200.64 /ton - 1,500.00 /ton - - 2,700.64 /ton 675 4,325.80 /ton 1,081 Reinforcing in place, unloading & sorting, add to above - slabs 0.25 ton 41.70 /ton 6.68 /ton - - - 48.40 /ton 12 75.28 /ton 19 Struct concrete,ready mix,normal wt,4500 psi,includes local aggregate,sand,portland cement and water,delivered,excludes all additives and treatments

3.00 cy - - 133.00 /cy - - 133.00 /cy 399 217.91 /cy 654 Structural concrete, placing, slab on grade, pumped, over 6" thick, includes strike off & consolidation, excludes material

2.50 CY 21.18 /CY 5.71 /CY - - - 26.89 /CY 67 41.84 /CY 105 Cfnsh,flrs,for spcf rndm accs flrs aci clss 1,2,3 and 4,achv a cmps ovrl flr fltn&lvln val f35/25,bull flt,mchn flt&stl trwl (wlk-bhn),excl plcn,strkn
120.00 sf 0.88 /sf 0.03 /sf - - - 0.91 /sf 109 1.41 /sf 170 Curing, sprayed membrane curing compound 1.20 csf 9.74 /csf - 12.20 /csf - - 21.94 /csf 26 35.13 /csf 42

03.10.13.06 Cast-In-Place Concrete, Equipment Pads, 6" thick 2.50 CY 301.10 /CY 7.69 /CY 361.78 /CY /CY /CY 670.57 /CY 1,676 1,073.20 /CY 2,683

03.00.004 Pump Station Electrical Room Equipment Pads 2.50 CY 301.10 /CY 7.69 /CY 361.78 /CY /CY /CY 670.57 /CY 1,676 1,073.20 /CY 2,683

03.00.006 Pump Station HVAC Pad

03.10.05.06 Cast-In-Place Concrete, Slabs on Grade, 6" thick C.I.P. concrete forms, slab on grade, edge, wood, to 6" high, 4 use, includes erecting, bracing, stripping and cleaning

32.00 lf 4.25 /lf - 0.45 /lf - - 4.70 /lf 150 7.34 /lf 235 Reinforcing Steel, in place, slab on grade, #3 to #7, A615, grade 60, incl labor for accessories, excl material for accessories

0.15 ton 1,200.60 /ton - 1,500.00 /ton - - 2,700.60 /ton 405 4,325.80 /ton 649 Reinforcing in place, unloading & sorting, add to above - slabs 0.15 ton 41.70 /ton 6.67 /ton - - - 48.40 /ton 7 75.20 /ton 11 Struct concrete,ready mix,normal wt,4500 psi,includes local aggregate,sand,portland cement and water,delivered,excludes all additives and treatments

1.50 cy - - 133.00 /cy - - 133.00 /cy 200 217.91 /cy 327 Structural concrete, placing, slab on grade, pumped, over 6" thick, includes strike off & consolidation, excludes material

1.25 CY 21.18 /CY 5.71 /CY - - - 26.89 /CY 34 41.83 /CY 52 Cfnsh,flrs,for spcf rndm accs flrs aci clss 1,2,3 and 4,achv a cmps ovrl flr fltn&lvln val f35/25,bull flt,mchn flt&stl trwl (wlk-bhn),excl plcn,strkn

64.00 sf 0.88 /sf 0.03 /sf - - - 0.91 /sf 58 1.42 /sf 91 Curing, sprayed membrane curing compound 0.64 csf 9.75 /csf - 12.20 /csf - - 21.95 /csf 14 35.17 /csf 23 Fine grading, fine grade for slab on grade, machine 7.11 sy 1.02 /sy 0.70 /sy - - - 1.72 /sy 12 2.67 /sy 19

03.10.05.06 Cast-In-Place Concrete, Slabs on Grade, 6" thick 1.25 CY 334.87 /CY 11.90 /CY 357.37 /CY /CY /CY 704.14 /CY 880 1,125.07 /CY 1,406

03.00.006 Pump Station HVAC Pad 1.25 CY 334.87 /CY 11.90 /CY 357.37 /CY /CY /CY 704.14 /CY 880 1,125.07 /CY 1,406

03.00.008 Pump Station Switchgear Pad

03.10.05.12 Cast-In-Place Concrete, Slabs on Grade, 12" thick C.I.P. concrete forms, slab on grade, edge, wood, over 12", 4 use, includes erecting, bracing, stripping and cleaning

86.00 sfca 7.57 /sfca - 1.43 /sfca - - 9.00 /sfca 774 14.13 /sfca 1,215 Reinforcing Steel, in place, slab on grade, #3 to #7, A615, grade 60, incl labor for accessories, excl material for accessories

1.05 ton 1,200.63 /ton - 1,500.00 /ton - - 2,700.63 /ton 2,836 4,325.73 /ton 4,542 Reinforcing in place, unloading & sorting, add to above - slabs 1.05 ton 41.71 /ton 6.70 /ton - - - 48.41 /ton 51 75.31 /ton 79 Struct concrete,ready mix,normal wt,4500 psi,includes local aggregate,sand,portland cement and water,delivered,excludes all additives and treatments

12.50 cy - - 133.00 /cy - - 133.00 /cy 1,663 217.91 /cy 2,724 Structural concrete, placing, slab on grade, pumped, over 6" thick, includes strike off & consolidation, excludes material

12.00 CY 21.18 /CY 5.71 /CY - - - 26.89 /CY 323 41.84 /CY 502 Cfnsh,flrs,for spcf rndm accs flrs aci clss 1,2,3 and 4,achv a cmps ovrl flr fltn&lvln val f35/25,bull flt,mchn flt&stl trwl (wlk-bhn),excl plcn,strkn
306.00 sf 0.88 /sf 0.03 /sf - - - 0.91 /sf 278 1.41 /sf 433 Curing, sprayed membrane curing compound 3.06 csf 9.75 /csf - 12.20 /csf - - 21.94 /csf 67 35.15 /csf 108 Fine grading, fine grade for slab on grade, machine 34.00 sy 1.02 /sy 0.70 /sy - - - 1.72 /sy 58 2.67 /sy 91

03.10.05.12 Cast-In-Place Concrete, Slabs on Grade, 12" thick 12.00 CY 212.02 /CY 8.98 /CY 283.15 /CY /CY /CY 504.15 /CY 6,050 807.78 /CY 9,693

03.00.008 Pump Station Switchgear Pad 12.00 CY 212.02 /CY 8.98 /CY 283.15 /CY /CY /CY 504.15 /CY 6,050 807.78 /CY 9,693

03.00.009 Can Pump, Can Foundation Slab

03.10.05.08 Cast-In-Place Concrete, Slabs on Grade, 8" thick C.I.P. concrete forms, slab on grade, edge, wood, 7" to 12" high, 4 use, includes erecting, bracing, stripping and cleaning

60.00 sfca 9.06 /sfca - 1.14 /sfca - - 10.20 /sfca 612 15.96 /sfca 957 Reinforcing Steel, in place, slab on grade, #3 to #7, A615, grade 60, incl labor for accessories, excl material for accessories

0.50 ton 1,200.62 /ton - 1,500.00 /ton - - 2,700.62 /ton 1,350 4,325.72 /ton 2,163 Reinforcing in place, unloading & sorting, add to above - slabs 0.50 ton 41.72 /ton 6.70 /ton - - - 48.42 /ton 24 75.34 /ton 38 Struct concrete,ready mix,normal wt,4500 psi,includes local aggregate,sand,portland cement and water,delivered,excludes all additives and treatments

4.25 cy - - 133.00 /cy - - 133.00 /cy 565 217.91 /cy 926 Structural concrete, placing, slab on grade, pumped, over 6" thick, includes strike off & consolidation, excludes material

4.00 CY 21.18 /CY 5.71 /CY - - - 26.89 /CY 108 41.84 /CY 167 Cfnsh,flrs,for spcf rndm accs flrs aci clss 1,2,3 and 4,achv a cmps ovrl flr fltn&lvln val f35/25,bull flt,mchn flt&stl trwl (wlk-bhn),excl plcn,strkn
160.00 sf 0.88 /sf 0.03 /sf - - - 0.91 /sf 146 1.41 /sf 226 Curing, sprayed membrane curing compound 1.60 csf 9.74 /csf - 12.20 /csf - - 21.94 /csf 35 35.14 /csf 56 COR P1 Replacement Alt 2 Site Rev 3 3/1/2022 4:36 PM

Page 2 ends

Packet Pg. 425 Attachment: Preliminary Design Report (9.11(c)--Authorize Fifth Amendment to Consulting and

DETAIL REPORT
Project type: Project Name: COR P1 Replacement Alt 2 New River Trail Location Rev 3 Estimator: Nick Cavalleri/RDD Job Size: Project Number: W8Y06200 Revision/Date: 3 / Mar 1, 2022 Duration: Design Stage: Feasibility Estimate Class: 4
Area Facility Work Pkg WorkActiv Unit Price Description Takeoff Quantity Labor Cost/Unit Equip Cost/Unit Material Cost/Unit Sub Cost/Unit Other Cost/Unit Direct Total Cost/Unit Direct Total Grand Total Price Grand Total with Markups

03.10.05.08 Cast-In-Place Concrete, Slabs on Grade, 8" thick Fine grading, fine grade for slab on grade, machine 17.78 sy 1.02 /sy 0.70 /sy - - - 1.72 /sy 31 2.67 /sy 48

03.10.05.08 Cast-In-Place Concrete, Slabs on Grade, 8" thick 4.00 CY 356.01 /CY 10.76 /CY 350.79 /CY /CY /CY 717.56 /CY 2,870 1,145.41 /CY 4,582

03.00.009 Can Pump, Can Foundation Slab 4.00 CY 356.01 /CY 10.76 /CY 350.79 /CY /CY /CY 717.56 /CY 2,870 1,145.41 /CY 4,582

03.00.010 Flow Meter Vault Concrete

03.10.05.12 Cast-In-Place Concrete, Slabs on Grade, 12" thick C.I.P. concrete forms, slab on grade, edge, wood, over 12", 4 use, includes erecting, bracing, stripping and cleaning

55.00 sfca 7.57 /sfca - 1.43 /sfca - - 9.00 /sfca 495 14.13 /sfca 777 Reinforcing Steel, in place, slab on grade, #3 to #7, A615, grade 60, incl labor for accessories, excl material for accessories

0.75 ton 1,200.63 /ton - 1,500.00 /ton - - 2,700.63 /ton 2,025 4,325.71 /ton 3,244 Reinforcing in place, unloading & sorting, add to above - slabs 0.75 ton 41.72 /ton 6.69 /ton - - - 48.41 /ton 36 75.33 /ton 57 Struct concrete,ready mix,normal wt,4500 psi,includes local aggregate,sand,portland cement and water,delivered,excludes all additives and treatments

7.25 cy - - 133.00 /cy - - 133.00 /cy 964 217.91 /cy 1,580 Structural concrete, placing, slab on grade, pumped, over 6" thick, includes strike off & consolidation, excludes material

7.00 CY 21.18 /CY 5.71 /CY - - - 26.89 /CY 188 41.84 /CY 293 Cfnsh,flrs,for spcf rndm accs flrs aci clss 1,2,3 and 4,achv a cmps ovrl flr fltn&lvln val f35/25,bull flt,mchn flt&stl trwl (wlk-bhn),excl plcn,strkn
188.00 sf 0.88 /sf 0.03 /sf - - - 0.91 /sf 171 1.41 /sf 266 Curing, sprayed membrane curing compound 1.88 csf 9.75 /csf - 12.20 /csf - - 21.95 /csf 41 35.16 /csf 66 Fine grading, fine grade for slab on grade, machine 20.89 sy 1.02 /sy 0.70 /sy - - - 1.72 /sy 36 2.67 /sy 56

03.10.05.12 Cast-In-Place Concrete, Slabs on Grade, 12" thick 7.00 CY 243.13 /CY 9.25 /CY 312.98 /CY /CY /CY 565.37 /CY 3,958 905.49 /CY 6,338

03.10.06.06 Cast-In-Place Concrete, Straight Walls, 6" thick Forms in place, wall, steel framed plywood, to 16' high, 3 use/month
784.00 sfca 6.35 /sfca - 5.40 /sfca - - 11.75 /sfca 9,213 18.73 /sfca 14,685 Form oil, coverage varies greatly, maximum, includes material only

2.09 gal - - 21.50 /gal - - 21.50 /gal 45 35.22 /gal 74 Reinforcing Steel, in place, walls, #3 to #7, A615, grade 60, incl labor for accessories, excl material for accessories

0.70 ton 1,200.63 /ton - 1,500.00 /ton - - 2,700.63 /ton 1,890 4,325.73 /ton 3,028 Reinforcing in place, unloading & sorting, add - walls, cols, beams 0.70 ton 41.71 /ton 6.69 /ton - - - 48.40 /ton 34 75.30 /ton 53 Struct concrete,ready mix,normal wt,4500 psi,includes local aggregate,sand,portland cement and water,delivered,excludes all additives and treatments

8.00 cy - - 133.00 /cy - - 133.00 /cy 1,064 217.91 /cy 1,743 Structural concrete, placing, walls, pumped, 15" thick, includes strike off & consolidation, excludes material

7.50 CY 32.65 /CY 8.81 /CY - - - 41.46 /CY 311 64.51 /CY 484 Concrete finishing, walls, burlap rub with grout, includes breaking ties and patching voids
784.00 sf 1.17 /sf - 0.04 /sf - - 1.21 /sf 946 1.88 /sf 1,475

03.10.06.06 Cast-In-Place Concrete, Straight Walls, 6" thick 7.50 CY 934.55 /CY 9.43 /CY 856.52 /CY /CY /CY 1,800.50 /CY 13,504 2,872.11 /CY 21,541

03.10.10.12 Cast-In-Place Concrete, Elevated Decks, 12" thick C.I.P. concrete forms, elevated slab, flat plate, plywood, to 15' high, 4 use, includes shoring, erecting, bracing, stripping and cleaning
161.00 sf 5.95 /sf - 1.87 /sf - - 7.82 /sf 1,260 12.33 /sf 1,985 Cip concrete forms,elevated slab,box-out for shallow slab openings,over 10 sf (use perimeter),includes
shoring,erecting,bracing,stripping and cleaning

16.00 lf 5.56 /lf - 2.56 /lf - - 8.12 /lf 130 12.84 /lf 205 C.I.P. concrete forms, elevated slab, edge forms, to 6" high, 4 use, includes shoring, erecting, bracing, stripping and cleaning

51.00 lf 4.35 /lf - 0.34 /lf - - 4.69 /lf 239 7.32 /lf 373 Reinforcing Steel, in place, elevated slabs, #4 to #7, A615, grade 60, incl labor for accessories, excl material for accessories

0.55 ton 828.02 /ton - 1,250.00 /ton - - 2,078.02 /ton 1,143 3,336.38 /ton 1,835 Reinforcing in place, unloading & sorting, add to above - decks 0.55 ton 41.70 /ton 6.69 /ton - - - 48.40 /ton 27 75.29 /ton 41 Struct concrete,ready mix,normal wt,4500 psi,includes local aggregate,sand,portland cement and water,delivered,excludes all additives and treatments

6.50 cy - - 133.00 /cy - - 133.00 /cy 865 217.91 /cy 1,416 Structural concrete, placing, elevated slab, pumped, over 10" thick, includes strike off & consolidation, excludes material

6.00 CY 21.77 /CY 5.87 /CY - - - 27.64 /CY 166 43.00 /CY 258 Finishing elev slab, bull float, manual float & manual steel trowel 161.00 sf 1.20 /sf - - - - 1.20 /sf 193 1.86 /sf 300 Curing, sprayed membrane curing compound, elevated decks 1.61 csf 9.75 /csf - 12.45 /csf - - 22.19 /csf 36 35.56 /csf 57

03.10.10.12 Cast-In-Place Concrete, Elevated Decks, 12" thick 6.00 CY 347.75 /CY 6.49 /CY 321.90 /CY /CY /CY 676.14 /CY 4,057 1,078.58 /CY 6,471

03.00.010 Flow Meter Vault Concrete 20.50 CY 526.71 /CY 8.51 /CY 514.45 /CY /CY /CY 1,049.66 /CY 21,518 1,675.64 /CY 34,351

03.00.012 Concrete Wall at Tee Screens

03.10.02.24 Cast-In-Place Concrete, Continuous Footings, 24" thick C.I.P. concrete forms, footing, continuous wall, dowel supports, 1 use, more than 20' below grade, includes erecting, bracing, stripping and cleaning

40.00 lf 6.79 /lf - 1.56 /lf - - 8.35 /lf 334 13.12 /lf 525 C.I.P. concrete forms, footing, keyway, tapered wood, 2" x 6", 4 use, includes erecting, bracing, stripping and cleaning

40.00 lf 3.56 /lf - 0.53 /lf - - 4.09 /lf 164 6.41 /lf 257 Reinforcing Steel, in place, footings, #4 to #7, A615, grade 60, incl labor for accessories, excl material for accessories

3.25 ton 1,200.63 /ton - 1,500.00 /ton - - 2,700.63 /ton 8,777 4,325.72 /ton 14,059 Reinforcing steel, unload and sort, add to base 3.25 ton 41.71 /ton 6.69 /ton - - - 48.41 /ton 157 75.32 /ton 245 Reinforcing steel, crane cost for handling, average, add 3.25 ton 45.34 /ton 7.27 /ton - - - 52.62 /ton 171 81.87 /ton 266 Struct concrete,ready mix,normal wt,4500 psi,includes local aggregate,sand,portland cement and water,delivered,excludes all additives and treatments

38.00 cy - - 133.00 /cy - - 133.00 /cy 5,054 217.91 /cy 8,281 Structural concrete, placing, continuous footing, deep, pumped, includes strike off & consolidation, excludes material

37.00 CY 24.49 /CY 6.61 /CY - - - 31.09 /CY 1,150 48.38 /CY 1,790

03.10.02.24 Cast-In-Place Concrete, Continuous Footings, 24" thick

37.00 CY 148.79 /CY 7.83 /CY 270.61 /CY /CY /CY 427.23 /CY 15,808 687.07 /CY 25,422

03.10.06.18 Cast-In-Place Concrete, Straight Walls, 18" thick Forms in place, wall, steel framed plywood, >16' high, 3 use/month
1,000.00 sfca 7.33 /sfca - 5.45 /sfca - - 12.78 /sfca 12,779 20.33 /sfca 20,332 Form oil, coverage varies greatly, maximum, includes material only

2.67 gal - - 21.50 /gal - - 21.50 /gal 57 35.23 /gal 94 Reinforcing Steel, in place, walls, #3 to #7, A615, grade 60, incl labor for accessories, excl material for accessories

2.50 ton 1,200.62 /ton - 1,500.00 /ton - - 2,700.62 /ton 6,752 4,325.72 /ton 10,814 Reinforcing in place, unloading & sorting, add - walls, cols, beams 2.50 ton 41.72 /ton 6.69 /ton - - - 48.41 /ton 121 75.32 /ton 188 Reinforcing, crane cost for handling, add to above, walls, cols, beams

2.50 ton 45.34 /ton 7.27 /ton - - - 52.62 /ton 132 81.86 /ton 205 Struct concrete,ready mix,normal wt,4500 psi,includes local aggregate,sand,portland cement and water,delivered,excludes all additives and treatments

29.00 cy - - 133.00 /cy - - 133.00 /cy 3,857 217.91 /cy 6,319 COR P1 Replacement Alt 2 Site Rev 3 3/1/2022 4:36 PM

Page 3 ends

Packet Pg. 426 Attachment: Preliminary Design Report (9.11(c)--Authorize Fifth Amendment to Consulting and

DETAIL REPORT
Project type: Project Name: COR P1 Replacement Alt 2 New River Trail Location Rev 3 Estimator: Nick Cavalleri/RDD Job Size: Project Number: W8Y06200 Revision/Date: 3 / Mar 1, 2022 Duration: Design Stage: Feasibility Estimate Class: 4
Area Facility Work Pkg WorkActiv Unit Price Description Takeoff Quantity Labor Cost/Unit Equip Cost/Unit Material Cost/Unit Sub Cost/Unit Other Cost/Unit Direct Total Cost/Unit Direct Total Grand Total Price Grand Total with Markups

03.10.06.18 Cast-In-Place Concrete, Straight Walls, 18" thick Structural concrete, placing, walls, pumped, 15" thick, includes strike off & consolidation, excludes material

28.00 CY 32.65 /CY 8.81 /CY - - - 41.46 /CY 1,161 64.50 /CY 1,806 Concrete finishing, walls, burlap rub with grout, includes breaking ties and patching voids
1,000.00 sf 1.17 /sf - 0.04 /sf - - 1.21 /sf 1,207 1.88 /sf 1,881

03.10.06.18 Cast-In-Place Concrete, Straight Walls, 18" thick 28.00 CY 451.03 /CY 10.05 /CY 469.80 /CY /CY /CY 930.88 /CY 26,065 1,487.14 /CY 41,640

03.10.06.30 Cast-In-Place Concrete, Straight Walls, 30" thick Forms in place, wall, steel framed plywood, >16' high, 3 use/month
2,760.00 sfca 7.33 /sfca - 5.45 /sfca - - 12.78 /sfca 35,269 20.33 /sfca 56,117 Form oil, coverage varies greatly, maximum, includes material only

7.36 gal - - 21.50 /gal - - 21.50 /gal 158 35.23 /gal 259 Reinforcing Steel, in place, walls, #3 to #7, A615, grade 60, incl labor for accessories, excl material for accessories

11.20 ton 1,200.62 /ton - 1,500.00 /ton - - 2,700.62 /ton 30,247 4,325.72 /ton 48,448 Reinforcing in place, unloading & sorting, add - walls, cols, beams 11.20 ton 41.72 /ton 6.69 /ton - - - 48.41 /ton 542 75.32 /ton 844 Reinforcing, crane cost for handling, add to above, walls, cols, beams

11.20 ton 45.34 /ton 7.27 /ton - - - 52.62 /ton 589 81.87 /ton 917 Struct concrete,ready mix,normal wt,4500 psi,includes local aggregate,sand,portland cement and water,delivered,excludes all additives and treatments
132.00 cy - - 133.00 /cy - - 133.00 /cy 17,556 217.91 /cy 28,764 Structural concrete, placing, walls, pumped, 15" thick, includes strike off & consolidation, excludes material
128.00 CY 32.65 /CY 8.81 /CY - - - 41.46 /CY 5,307 64.50 /CY 8,257 Concrete finishing, walls, burlap rub with grout, includes breaking ties and patching voids
2,760.00 sf 1.17 /sf - 0.04 /sf - - 1.21 /sf 3,331 1.88 /sf 5,191

03.10.06.30 Cast-In-Place Concrete, Straight Walls, 30" thick 128.00 CY 328.50 /CY 10.03 /CY 388.02 /CY /CY /CY 726.55 /CY 92,999 1,162.47 /CY 148,797

03.00.012 Concrete Wall at Tee Screens 193.00 CY 311.83 /CY 9.61 /CY 377.38 /CY /CY /CY 698.81 /CY 134,871 1,118.44 /CY 215,858

03.0 Concrete Work 328.25 CY 286.66 /CY 9.18 /CY 354.14 /CY /CY /CY 649.98 /CY 213,355 1,040.53 /CY 341,555

04.0 Masonry

04.00.000 Pumping Station Exterior CMU Walls

04.00.02.08 Masonry Concrete Masonry Units, 8"
Grout, door frames, 3' x 7' opening, 2.5 C.F. per opening 2.00 opng 34.16 /opng 2.19 /opng 13.85 /opng - - 50.19 /opng 100 79.24 /opng 158 Grout, door frames, 6' x 7' opening, 3.5 C.F. per opening 1.00 opng 45.54 /opng 2.92 /opng 19.40 /opng - - 67.86 /opng 68 107.19 /opng 107 Grout, for bond beams, lintels and concrete masonry unit (CMU) cores, C476, includes material only
895.90 cf 5.86 /cf 0.37 /cf 5.55 /cf - - 11.78 /cf 10,554 18.79 /cf 16,831 Reinforcing, steel bars A615, placed horizontal, average #4 bar 860.06 lb 1.26 /lb - 0.40 /lb - - 1.66 /lb 1,426 2.61 /lb 2,246 Masonry reinforcing bars, #3 and #4 reinforcing steel bars, placed vertically, ASTM A615
895.90 lb 1.62 /lb - 0.62 /lb - - 2.24 /lb 2,004 3.53 /lb 3,163 Masonry reinforcing bars, truss type steel joint reinforcing, mill standard galvanized, 12" wide

28.25 clf 28.29 /clf - 29.50 /clf - - 57.79 /clf 1,633 92.35 /clf 2,609 Concrete block, decorative, split face or scored split face, 2000 psi, 8" x 8" x 16", excludes scaffolding, grout and reinforcing 3,584.00 SF 8.74 /SF - 5.60 /SF - - 14.34 /SF 51,383 22.77 /SF 81,603 Angle framing, structural steel, 2"x2"x1/4", field fabricated, incl cutting & welding

34.00 lf 22.81 /lf 1.24 /lf 2.52 /lf - - 26.57 /lf 903 41.54 /lf 1,412 Silicone water repellants, sprayed on CMU, 2 coat 7,167.20 sf 0.19 /sf - 0.81 /sf - - 1.00 /sf 7,147 1.62 /sf 11,599 Reglet, zinc and copper alloy, 20 ounce 189.00 lf 2.53 /lf - 2.87 /lf - - 5.40 /lf 1,021 8.65 /lf 1,634 Reglet, counter flashing for zinc and copper alloy, 20 ounce, 12" wide
189.00 lf 4.39 /lf - 5.25 /lf - - 9.64 /lf 1,823 15.44 /lf 2,918

04.00.02.08 Masonry Concrete Masonry Units, 8" 3,584.00 SF 12.12 /SF 0.11 /SF 9.56 /SF /SF /SF 21.78 /SF 78,061 34.68 /SF 124,282

04.00.000 Pumping Station Exterior CMU Walls 3,584.00 SF 12.12 /SF 0.11 /SF 9.56 /SF /SF /SF 21.78 /SF 78,061 34.68 /SF 124,282

04.00.002 Pumping Station Interior CMU Walls

04.00.02.08 Masonry Concrete Masonry Units, 8"
Grout, door frames, 3' x 7' opening, 2.5 C.F. per opening 1.00 opng 34.16 /opng 2.19 /opng 13.85 /opng - - 50.20 /opng 50 79.24 /opng 79 Reinforcing, steel bars A615, placed horizontal, average #4 bar 169.80 lb 1.26 /lb - 0.40 /lb - - 1.66 /lb 281 2.61 /lb 443 Masonry reinforcing bars, #3 and #4 reinforcing steel bars, placed vertically, ASTM A615
124.85 lb 1.62 /lb - 0.62 /lb - - 2.24 /lb 279 3.53 /lb 441 Concrt block,high strngt,hollow,3500 psi,8"8"16",includs mortar and horzntl joint rnfrcng every other course,excluds scffldn,grout and verticl rnfrcng
500.00 SF 7.28 /SF - 4.16 /SF - - 11.44 /SF 5,720 18.14 /SF 9,072 Angle framing, structural steel, 2"x2"x1/4", field fabricated, incl cutting & welding

8.00 lf 22.81 /lf 1.24 /lf 2.52 /lf - - 26.57 /lf 213 41.54 /lf 332 Silicone water repellants, sprayed on CMU, 1 coat 1,000.00 sf 0.14 /sf - 0.40 /sf - - 0.54 /sf 540 0.87 /sf 874

04.00.02.08 Masonry Concrete Masonry Units, 8" 500.00 SF 8.83 /SF 0.02 /SF 5.32 /SF /SF /SF 14.17 /SF 7,084 22.48 /SF 11,242

04.00.002 Pumping Station Interior CMU Walls 500.00 SF 8.83 /SF 0.02 /SF 5.32 /SF /SF /SF 14.17 /SF 7,084 22.48 /SF 11,242

04.0 Masonry 4,084.00 SF 11.71 /SF 0.10 /SF 9.04 /SF /SF /SF 20.85 /SF 85,145 33.18 /SF 135,524

07.0 Thermal and Moisture Protection

07.00.000 Pumping Station Roof Framing and Roofing

07.00.99.00 Thermal & Moisture Protection, Other
Pump Station Roof Framing and Roofing Allowance 1,850.00 SF - 30.00 /SF - 30.00 /SF 55,500 46.68 /SF 86,354

07.00.99.00 Thermal & Moisture Protection, Other 1,850.00 SF /SF /SF /SF 30.00 /SF /SF 30.00 /SF 55,500 46.68 /SF 86,354

07.00.000 Pumping Station Roof Framing and Roofing 1,850.00 SF /SF /SF /SF 30.00 /SF /SF 30.00 /SF 55,500 46.68 /SF 86,354

07.0 Thermal and Moisture Protection 1,850.00 SF /SF /SF /SF 30.00 /SF /SF 30.00 /SF 55,500 46.68 /SF 86,354

08.0 Openings

08.00.000 Pump Station Openings

08.10.01.00 Openings, Doors, Frames and Hardware
Steel frms, knock down, 14 ga., to 8-3/4" throat, to 3'-0" x 7'-0", single

3.00 EA 76.03 /EA - 430.00 /EA - - 506.03 /EA 1,518 822.82 /EA 2,468 Steel frames, knock down, 14 ga., to 8-3/4" throat, to 6070, pair 1.00 EA 95.03 /EA - 455.00 /EA - - 550.03 /EA 550 893.35 /EA 893 Doors, commercial, steel, insulated, full panel, 18 ga., 3'-0" x 7'-0" x 1-3/4" thick

5.00 ea 76.03 /ea - 560.00 /ea - - 636.03 /ea 3,180 1,035.81 /ea 5,179 Average Door Hardware 5.00 ea 71.27 /ea 15.00 /ea 650.00 /ea - - 736.27 /ea 3,681 1,199.21 /ea 5,996 Doors, rolling service, steel, manual, 20 gauge, 10' x 12' high, incl. hardware

1.00 EA 1,089.43 /EA - 1,250.00 /EA - - 2,339.43 /EA 2,339 3,743.12 /EA 3,743 Doors, rolling service, steel, manual, for weatherstripping, extruded rubber, jambs, add

20.00 lf - - 19.45 /lf - - 19.45 /lf 389 31.87 /lf 637
Doors, rolling service, steel, manual, for weatherstripping, hood, extruded rubber, add

10.00 lf - - 9.25 /lf - - 9.25 /lf 93 15.16 /lf 152
Doors, rolling service, steel, manual, motor operators for, to 14' x 14' opening

1.00 ea 261.46 /ea - 1,150.00 /ea - - 1,411.46 /ea 1,411 2,291.01 /ea 2,291

08.10.01.00 Openings, Doors, Frames and Hardware 5.00 EA 482.10 /EA 15.00 /EA 2,135.30 /EA /EA /EA 2,632.40 /EA 13,162 4,271.98 /EA 21,360

08.00.000 Pump Station Openings 5.00 EA 482.10 /EA 15.00 /EA 2,135.30 /EA /EA /EA 2,632.40 /EA 13,162 4,271.98 /EA 21,360

08.0 Openings 5.00 EA 482.10 /EA 15.00 /EA 2,135.30 /EA /EA /EA 2,632.40 /EA 13,162 4,271.98 /EA 21,360

14.0 Conveying Equipment

14.00.000 Jib Crane

14.00.03.00 Hoists & Cranes
COR P1 Replacement Alt 2 Site Rev 3 3/1/2022 4:36 PM

Page 4 ends

Packet Pg. 427 Attachment: Preliminary Design Report (9.11(c)--Authorize Fifth Amendment to Consulting and

DETAIL REPORT
Project type: Project Name: COR P1 Replacement Alt 2 New River Trail Location Rev 3 Estimator: Nick Cavalleri/RDD Job Size: Project Number: W8Y06200 Revision/Date: 3 / Mar 1, 2022 Duration: Design Stage: Feasibility Estimate Class: 4
Area Facility Work Pkg WorkActiv Unit Price Description Takeoff Quantity Labor Cost/Unit Equip Cost/Unit Material Cost/Unit Sub Cost/Unit Other Cost/Unit Direct Total Cost/Unit Direct Total Grand Total Price Grand Total with Markups

14.00.03.00 Hoists & Cranes
Jib Crane, 20' Span 1.00 EA 2,686.72 /EA 161.79 /EA 10,000.00 /EA - - 12,848.51 /EA 12,849 18,889.04 /EA 18,889

14.00.03.00 Hoists & Cranes 1.00 EA 2,686.72 /EA 161.79 /EA 10,000.00 /EA /EA /EA 12,848.51 /EA 12,849 18,889.04 /EA 18,889

14.00.000 Jib Crane 1.00 EA 2,686.72 /EA 161.79 /EA 10,000.00 /EA /EA /EA 12,848.51 /EA 12,849 18,889.04 /EA 18,889

14.0 Conveying Equipment 1.00 EA 2,686.72 /EA 161.79 /EA 10,000.00 /EA /EA /EA 12,848.51 /EA 12,849 18,889.04 /EA 18,889

22.0 Plumbing

22.00.000 Pumping Station Plumbing

22.00.01.00 Mechanical, Plumbing
Pumping Station Plumbing Allowance 1,850.00 SF - 10.00 /SF - 10.00 /SF 18,500 16.06 /SF 29,710

22.00.01.00 Mechanical, Plumbing 1,850.00 SF /SF /SF /SF 10.00 /SF /SF 10.00 /SF 18,500 16.06 /SF 29,710

22.00.000 Pumping Station Plumbing 1,850.00 SF /SF /SF /SF 10.00 /SF /SF 10.00 /SF 18,500 16.06 /SF 29,710

22.0 Plumbing 1,850.00 SF /SF /SF /SF 10.00 /SF /SF 10.00 /SF 18,500 16.06 /SF 29,710

23.0 HVAC

23.00.000 Pumping Station HVAC

23.00.02.00 Mechanical, HVAC
Pumping Station HVAC Allowance 1,850.00 SF - 35.00 /SF - 35.00 /SF 64,750 56.21 /SF 103,984

23.00.02.00 Mechanical, HVAC 1,850.00 SF /SF /SF /SF 35.00 /SF /SF 35.00 /SF 64,750 56.21 /SF 103,984

23.00.000 Pumping Station HVAC 1,850.00 SF /SF /SF /SF 35.00 /SF /SF 35.00 /SF 64,750 56.21 /SF 103,984

23.0 HVAC 1,850.00 SF /SF /SF /SF 35.00 /SF /SF 35.00 /SF 64,750 56.21 /SF 103,984

26.0 Electrical Work

26.00.000 Pump Station Electrical

26.00.99.00 Electrical, Other
Variable frequency drives, custom-engineered, 460 volt, 800 HP motor size

5.00 ea 5,415.66 /ea 506.03 /ea 75,000.00 /ea - - 80,921.68 /ea 404,608 140,187.78 /ea 700,939 MCC Allowance 1.00 LS 6,282.16 /LS 146.75 /LS 15,000.00 /LS - - 21,428.91 /LS 21,429 36,722.18 /LS 36,722 Electrical Fitout Allowance, Includes Conduit, Conductors, and Appurtenances

1.00 ls 37,669.44 /ls 4,000.00 /ls 75,000.00 /ls - - 116,669.44 /ls 116,669 199,383.40 /ls 199,383

26.00.99.00 Electrical, Other 1.00 LS 71,029.88 /LS 6,676.89 /LS 465,000.00 /LS /LS /LS 542,706.77 /LS 542,707 937,044.50 /LS 937,045

26.00.000 Pump Station Electrical 1.00 LS 71,029.88 /LS 6,676.89 /LS 465,000.00 /LS /LS /LS 542,706.77 /LS 542,707 937,044.50 /LS 937,045

26.0 Electrical Work 1.00 LS 71,029.88 /LS 6,676.89 /LS 465,000.00 /LS /LS /LS 542,706.77 /LS 542,707 937,044.50 /LS 937,045

31.0 Earthwork

31.25.000 Eathworks

31.25.01.00 Earthworks, Structural, Excavation
Excavating, trench or continuous footing, common earth, 3/4 C.Y. excavator, 10' to 14' deep, excludes sheeting or dewatering 820.00 CY 6.60 /CY 4.63 /CY - - - 11.23 /CY 9,207 15.79 /CY 12,944 Stockpile Excavated Spoils 820.00 cy 2.02 /cy 2.71 /cy 0.00 /cy - - 4.73 /cy 3,879 6.65 /cy 5,454

31.25.01.00 Earthworks, Structural, Excavation 820.00 CY 8.62 /CY 7.34 /CY /CY /CY /CY 15.96 /CY 13,086 22.44 /CY 18,398

31.25.02.00 Earthworks, Structural, Import Aggregates (Slab) Fill, gravel fill, compacted, under floor slabs, alternate pricing method, 12" deep
110.00 CY 13.16 /CY 0.78 /CY 44.50 /CY - - 58.44 /CY 6,428 85.83 /CY 9,441

31.25.02.00 Earthworks, Structural, Import Aggregates (Slab) 110.00 CY 13.16 /CY 0.78 /CY 44.50 /CY /CY /CY 58.44 /CY 6,428 85.83 /CY 9,441

31.25.03.00 Earthworks, Structural, Backfill Native Fill Fill, from stockpile, 130 H.P., 2-1/2 C.Y., 300' haul, spread fill, with front-end loader, excludes compaction
7,000.00 CY 1.18 /CY 1.95 /CY - - - 3.13 /CY 21,907 4.40 /CY 30,800 Purchase and Deliver Native Fill Material 6,180.00 cy 2.77 /cy 3.20 /cy 5.00 /cy - - 10.97 /cy 67,802 15.84 /cy 97,874 Fill from Stockpile 820.00 cy 2.02 /cy 2.71 /cy - - 4.73 /cy 3,879 6.65 /cy 5,454

31.25.03.00 Earthworks, Structural, Backfill Native Fill 7,000.00 CY 3.86 /CY 5.09 /CY 4.41 /CY /CY /CY 13.37 /CY 93,588 19.16 /CY 134,127

31.25.03.01 Earthworks, Structural, Backfill CLSM
CLSM Backfill 1,560.00 CY 1.06 /CY 1.75 /CY 45.00 /CY - - 47.81 /CY 74,581 70.93 /CY 110,648

31.25.03.01 Earthworks, Structural, Backfill CLSM 1,560.00 CY 1.06 /CY 1.75 /CY 45.00 /CY /CY /CY 47.81 /CY 74,581 70.93 /CY 110,648

31.25.03.10 Earthworks, Structural, Compaction
Compaction, 4 passes, 6" lifts, riding, sheepsfoot or wobbly wheel roller
7,000.00 CY 1.18 /CY 2.13 /CY - - - 3.31 /CY 23,176 4.65 /CY 32,584 Compaction, water for, 3000 gallon truck, 3 mile haul 7,000.00 cy 0.60 /cy 0.48 /cy 1.19 /cy - - 2.27 /cy 15,881 3.29 /cy 23,014

31.25.03.10 Earthworks, Structural, Compaction 7,000.00 CY 1.78 /CY 2.61 /CY 1.19 /CY /CY /CY 5.58 /CY 39,057 7.94 /CY 55,599

31.25.000 Eathworks 9,490.00 LS 5.23 /LS 6.62 /LS 12.05 /LS /LS /LS 23.89 /LS 226,741 34.59 /LS 328,212

31.30.002 Temporary Soldier Pile Cofferdam

31.30.07.00 Site Specialties, Cofferdams
Piling special costs, pre-augering up to 30' D, avg soil, 24" diam 840.00 lf 89.93 /lf 38.02 /lf - - - 127.96 /lf 107,482 179.90 /lf 151,112 Unload and Inventory Sheet Piles 45.36 ton 16.69 /ton 11.23 /ton 0.00 /ton - - 27.92 /ton 1,267 39.26 /ton 1,781 On Site material handling from storage area to Point of Use. 45.36 ton 22.25 /ton 44.94 /ton 0.00 /ton - - 67.19 /ton 3,048 94.46 /ton 4,285 Misc. Items Allowance, spacers, bolts, & nuts 1.00 ls 24,000.00 /ls - - 24,000.00 /ls 24,000 35,722.21 /ls 35,722 Waler Beams double C15 x 33.9 168.00 lf 15.98 /lf 16.73 /lf 50.00 /lf - - 82.71 /lf 13,895 120.40 /lf 20,228 Coffrd,soldr beams&laggng,h piles with sheet piles betwn piles,hydrst head,4 lines braces,3"wood s36'45',14"hgh,includs installation only
5,040.00 SF 29.68 /SF 11.21 /SF 38.00 /SF - - 78.89 /SF 397,615 114.05 /SF 574,817

31.30.07.00 Site Specialties, Cofferdams 5,040.00 SF 45.55 /SF 18.61 /SF 44.43 /SF /SF /SF 108.59 /SF 547,306 156.34 /SF 787,945

31.30.002 Temporary Soldier Pile Cofferdam 5,040.00 SF 45.55 /SF 18.61 /SF 44.43 /SF /SF /SF 108.59 /SF 547,306 156.34 /SF 787,945

31.30.004 Cofferdam Dewatering

31.15.02.00 Cofferdam Dewatering
Cofferdam Dewatering Allowance 4.00 MO - 50,000.00 /MO - 50,000.00 /MO 200,000 70,296.27 /MO 281,185

31.15.02.00 Cofferdam Dewatering 4.00 MO /MO /MO /MO 50,000.00 /MO /MO 50,000.00 /MO 200,000 70,296.27 /MO 281,185

31.30.004 Cofferdam Dewatering 4.00 MO /MO /MO /MO 50,000.00 /MO /MO 50,000.00 /MO 200,000 70,296.27 /MO 281,185

31.0 Earthwork 1.00 LS 279,209.91 /LS 156,592.08 /LS 338,245.00 /LS 200,000.00 /LS /LS 974,046.99 /LS 974,047 1,397,342.74 /LS 1,397,343

40.0 Process Pipe

40.00.000 Pumping Plant Process Piping

40.00.99.02 Process Pipe, 42" RW Manifold
42" RW Manifold Complete, Allowance 36.00 LF 211.04 /LF 120.67 /LF 2,361.11 /LF - - 2,692.82 /LF 96,941 4,519.25 /LF 162,693

40.00.99.02 Process Pipe, 42" RW Manifold 36.00 LF 211.04 /LF 120.67 /LF 2,361.11 /LF /LF /LF 2,692.82 /LF 96,941 4,519.25 /LF 162,693

40.10.01.18 Process Pipe, Ductile Iron, 18"
18" pipe, DI 60.00 lf 19.78 /lf 11.31 /lf 68.40 /lf - - 99.50 /lf 5,970 165.44 /lf 9,926 18" Fabricated DI Spool, FxG, 4' 0" - FURNISH 1.00 ea - - 1,333.00 /ea - - 1,333.00 /ea 1,333 2,250.67 /ea 2,251 18" Fabricated DI Spool, FxG, 6' 0" - FURNISH 1.00 ea - - 1,724.00 /ea - - 1,724.00 /ea 1,724 2,910.84 /ea 2,911 18" Fabricated DI Spool, FxG, 4' 0" - INSTALL 1.00 ea 740.18 /ea - - - - 740.18 /ea 740 1,188.69 /ea 1,189 18" Fabricated DI Spool, FxG, 6' 0" - INSTALL 1.00 ea 824.98 /ea - - - - 824.98 /ea 825 1,324.84 /ea 1,325 18" DI, Ell, 90 3.00 ea 708.13 /ea - 1,017.00 /ea - - 1,725.13 /ea 5,175 2,854.34 /ea 8,563 Valving and Appurtenances Allowance 1.00 ls 2,500.00 /ls 2,500.00 /ls 5,000.00 /ls - - 10,000.00 /ls 10,000 16,471.76 /ls 16,472

40.10.01.18 Process Pipe, Ductile Iron, 18" 70.00 LF 105.38 /LF 45.41 /LF 217.32 /LF /LF /LF 368.11 /LF 25,768 609.08 /LF 42,636

40.10.01.24 Process Pipe, Ductile Iron, 24"
24" Fabricated DI Spool, FxF, 1' 6" - FURNISH 10.00 ea - - 1,933.00 /ea - - 1,933.00 /ea 19,330 3,263.73 /ea 32,637 24" Fabricated DI Spool, FxMJ, 6' 0" - FURNISH 5.00 ea - - 2,519.00 /ea - - 2,519.00 /ea 12,595 4,253.14 /ea 21,266 24" Fabricated DI Spool, FxF, 1' 6" - INSTALL 10.00 ea 1,192.72 /ea - - - - 1,192.72 /ea 11,927 1,915.42 /ea 19,154 24" Fabricated DI Spool, FxMJ, 6' 0" - INSTALL 5.00 ea 1,128.40 /ea - - - - 1,128.40 /ea 5,642 1,812.12 /ea 9,061 24" DI, FL, Ell, 90 5.00 ea 936.36 /ea - 2,051.10 /ea - - 2,987.46 /ea 14,937 4,966.85 /ea 24,834 24" DI, Dismantling Joint 5.00 ea 1,250.56 /ea 70.00 /ea 8,215.00 /ea - - 9,535.56 /ea 47,678 15,991.13 /ea 79,956 Install butterfly valve, Flgd, DIP, 24" 5.00 ea 969.18 /ea - - - - 969.18 /ea 4,846 1,556.44 /ea 7,782 COR P1 Replacement Alt 2 Site Rev 3 3/1/2022 4:36 PM

Page 5 ends

Packet Pg. 428 Attachment: Preliminary Design Report (9.11(c)--Authorize Fifth Amendment to Consulting and

DETAIL REPORT
Project type: Project Name: COR P1 Replacement Alt 2 New River Trail Location Rev 3 Estimator: Nick Cavalleri/RDD Job Size: Project Number: W8Y06200 Revision/Date: 3 / Mar 1, 2022 Duration: Design Stage: Feasibility Estimate Class: 4
Area Facility Work Pkg WorkActiv Unit Price Description Takeoff Quantity Labor Cost/Unit Equip Cost/Unit Material Cost/Unit Sub Cost/Unit Other Cost/Unit Direct Total Cost/Unit Direct Total Grand Total Price Grand Total with Markups

40.10.01.24 Process Pipe, Ductile Iron, 24"
FURNISH Butterfly valve, iron body, Flgd, MTR OPER, 150#, 24" 5.00 ea - - 7,830.00 /ea - - 7,830.00 /ea 39,150 13,220.37 /ea 66,102 Install check valve, Flgd, DIP, 24" 5.00 ea 969.18 /ea - - - - 969.18 /ea 4,846 1,556.44 /ea 7,782 FURNISH Check valve, iron body, swing check, flgd, 150#, 24" 5.00 ea - - 16,000.00 /ea - - 16,000.00 /ea 80,000 27,014.81 /ea 135,074 Gasket and bolt set, for flanges, 150 lb., 24" pipe size 35.00 ea 353.75 /ea - 273.00 /ea - - 626.75 /ea 21,936 1,029.04 /ea 36,016

40.10.01.24 Process Pipe, Ductile Iron, 24" 45.00 LF 1,123.93 /LF 7.78 /LF 4,710.23 /LF /LF /LF 5,841.94 /LF 262,887 9,770.32 /LF 439,664

40.10.01.30 Process Pipe, Ductile Iron, 30"
30" DI Pipe 100.00 LF 30.07 /LF 17.20 /LF 156.60 /LF - - 203.87 /LF 20,387 340.32 /LF 34,032 Pump Can Connection 5.00 ea 2,215.89 /ea 181.00 /ea 8,500.00 /ea - - 10,896.90 /ea 54,484 18,200.85 /ea 91,004 42" Dia Manifold Connection 5.00 ea 2,215.89 /ea 181.00 /ea 8,500.00 /ea - - 10,896.90 /ea 54,484 18,200.86 /ea 91,004

40.10.01.30 Process Pipe, Ductile Iron, 30" 100.00 LF 251.66 /LF 35.30 /LF 1,006.60 /LF /LF /LF 1,293.56 /LF 129,356 2,160.40 /LF 216,040

40.00.000 Pumping Plant Process Piping 136.00 LF 667.04 /LF 83.84 /LF 3,035.53 /LF /LF /LF 3,786.41 /LF 514,952 6,331.13 /LF 861,034

40.0 Process Pipe 1.00 LS 90,717.07 /LS 11,402.41 /LS 412,832.74 /LS /LS /LS 514,952.22 /LS 514,952 861,033.62 /LS 861,034

40.9 Instrumentation & Controls

40.90.000 I&C

40.90.99.01 I&C, Other
I&C Allowance 1.00 LS 37,669.44 /LS 5,600.00 /LS 75,000.00 /LS - - 118,269.44 /LS 118,269 202,032.88 /LS 202,033

40.90.99.01 I&C, Other 1.00 LS 37,669.44 /LS 5,600.00 /LS 75,000.00 /LS /LS /LS 118,269.44 /LS 118,269 202,032.88 /LS 202,033

40.90.000 I&C 1.00 LS 37,669.44 /LS 5,600.00 /LS 75,000.00 /LS /LS /LS 118,269.44 /LS 118,269 202,032.88 /LS 202,033

40.9 Instrumentation & Controls 1.00 LS 37,669.44 /LS 5,600.00 /LS 75,000.00 /LS /LS /LS 118,269.44 /LS 118,269 202,032.88 /LS 202,033

41.0 Material Processing and Handling Equipment

41.00.000 Bridge Crane

41.00.02.01 Material Handling, Bridge Cranes
Overhead Bridge Cranes, under hung hoist, electric operating 1.00 EA 3,358.40 /EA 647.17 /EA 45,000.00 /EA - - 49,005.57 /EA 49,006 72,610.68 /EA 72,611 Structural Metals for Bridge Crane 1.00 ls 3,000.00 /ls 2,000.00 /ls 5,000.00 /ls - - 10,000.00 /ls 10,000 14,471.77 /ls 14,472

41.00.02.01 Material Handling, Bridge Cranes 1.00 EA 6,358.40 /EA 2,647.17 /EA 50,000.00 /EA /EA /EA 59,005.57 /EA 59,006 87,082.45 /EA 87,082

41.00.000 Bridge Crane 1.00 EA 6,358.40 /EA 2,647.17 /EA 50,000.00 /EA /EA /EA 59,005.57 /EA 59,006 87,082.45 /EA 87,082

41.0 Material Processing and Handling Equipment 1.00 EA 6,358.40 /EA 2,647.17 /EA 50,000.00 /EA /EA /EA 59,005.57 /EA 59,006 87,082.45 /EA 87,082

43.0 Process Gas and Liquid Handling Equipment

44.00.000 Can Pumps, 800 HP

44.05.42.05 Vertical Can Pump: 501hp-1000hp
Functional Testing, Pumps, 501-1000 hp 5.00 ea 526.62 /ea - 100.00 /ea - - 626.62 /ea 3,133 983.21 /ea 4,916 Align Pump & Motor, 501-1000 hp 5.00 ea 526.62 /ea - - 1,400.00 /ea - 1,926.62 /ea 9,633 2,997.67 /ea 14,988 Vibration Testing, Pumps, 501-1000 hp 5.00 ea 263.31 /ea - - 700.00 /ea - 963.31 /ea 4,817 1,498.83 /ea 7,494 Sleeved anchor bolts - Large 50.00 ea 32.91 /ea - 28.00 /ea - - 60.91 /ea 3,046 97.09 /ea 4,854 Anchor bolts for leveling pump cans 20.00 ea 65.83 /ea - 20.00 /ea - - 85.83 /ea 1,717 135.19 /ea 2,704 Non-Shrink Machine Grout 60.00 cuft 62.54 /cuft - 74.00 /cuft - - 136.54 /cuft 8,192 218.54 /cuft 13,113 Grease, Oil, and Lube Pumps, 501-1000 hp 5.00 ea 263.31 /ea - 150.00 /ea - - 413.31 /ea 2,067 655.45 /ea 3,277 FURNISH Vertical Turbine Pump, SS, 501 - 1000 hp 5.00 EA - - 700,000.00 /EA - - 700,000.00 /EA 3,500,000 1,146,897.87 /EA 5,734,489 Set base plate @ 16 hrs / each 5.00 ea 1,053.23 /ea - 50.00 /ea - - 1,103.23 /ea 5,516 1,720.67 /ea 8,603 Set pump head & soleplate @ 72 hrs / each 5.00 ea 4,739.54 /ea - 50.00 /ea - - 4,789.54 /ea 23,948 7,456.30 /ea 37,281 Set motor @ 40 hrs / each 5.00 ea 2,633.08 /ea - 50.00 /ea - - 2,683.08 /ea 13,415 4,178.80 /ea 20,894 Set pump can @ 1.5 hrs / lf 220.00 lf 98.74 /lf - 10.00 /lf - - 108.74 /lf 23,923 170.02 /lf 37,404

44.05.42.05 Vertical Can Pump: 501hp-1000hp 5.00 EA 15,693.16 /EA /EA 702,088.00 /EA 2,100.00 /EA /EA 719,881.16 /EA 3,599,406 1,178,003.73 /EA 5,890,019

44.00.000 Can Pumps, 800 HP 5.00 EA 15,693.16 /EA /EA 702,088.00 /EA 2,100.00 /EA /EA 719,881.16 /EA 3,599,406 1,178,003.73 /EA 5,890,019

44.00.004 Tee Screen

44.05.34.42 Tee Screens
Furnish and Install Tee Screens 42" Dia, Includes all
Appurtenances

2.00 EA 22,925.52 /EA 5,619.68 /EA 450,000.00 /EA - - 478,545.20 /EA 957,090 781,705.70 /EA 1,563,411

44.05.34.42 Tee Screens 2.00 EA 22,925.52 /EA 5,619.68 /EA 450,000.00 /EA /EA /EA 478,545.20 /EA 957,090 781,705.70 /EA 1,563,411

44.00.004 Tee Screen 2.00 EA 22,925.52 /EA 5,619.68 /EA 450,000.00 /EA /EA /EA 478,545.20 /EA 957,090 781,705.70 /EA 1,563,411

43.0 Process Gas and Liquid Handling Equipment 7.00 EA 17,759.55 /EA 1,605.62 /EA 630,062.86 /EA 1,500.00 /EA /EA 650,928.03 /EA 4,556,496 1,064,775.72 /EA 7,453,430 005 Intake and Pumping Plant 1,850.00 SF 408.83 /SF 106.92 /SF 3,202.89 /SF 188.78 /SF /SF 3,907.43 /SF 7,228,737 6,311.00 /SF 11,675,341 006 Conveyance Pipelines and Surge Tank

33.0 Utilities

33.20.002 42" Dia Pipeline

32.40.04.90 Site Improvements, Surface Restorations
Surface Restorsation Allowance 14,200.00 SF - 3.00 /SF - 3.00 /SF 42,600 4.22 /SF 59,892

32.40.04.90 Site Improvements, Surface Restorations 14,200.00 SF /SF /SF /SF 3.00 /SF /SF 3.00 /SF 42,600 4.22 /SF 59,892

33.00.04.42 Buried Pipe, Ductile Iron, 42"
42" DI Piping 500.00 LF 38.78 /LF 22.17 /LF 280.20 /LF - - 341.15 /LF 170,576 502.75 /LF 251,375 Piping Excavation and Backfill Allowance 1.00 ls 0.00 /ls - 0.00 /ls 100,000.00 /ls - 100,000.00 /ls 100,000 140,592.55 /ls 140,593 42" DI, MJ, red. tee, 42" x 18" 1.00 ea 1,527.38 /ea 873.34 /ea 22,413.00 /ea - - 24,813.72 /ea 24,814 36,735.32 /ea 36,735 42" DI, MJ, red. tee, 42" x 24" 5.00 ea 1,527.38 /ea 873.34 /ea 13,431.60 /ea - - 15,832.33 /ea 79,162 23,367.18 /ea 116,836 Miscellaneous Items Allowance 1.00 ls 10,000.00 /ls 10,000.00 /ls 20,000.00 /ls - - 40,000.00 /ls 40,000 57,887.03 /ls 57,887 Erosion Controls Allowance 1.00 ls 5,400.00 /ls 5,400.00 /ls 10,800.00 /ls - - 21,600.00 /ls 21,600 31,258.98 /ls 31,259

33.00.04.42 Buried Pipe, Ductile Iron, 42" 500.00 LF 87.91 /LF 63.45 /LF 520.94 /LF 200.00 /LF /LF 872.30 /LF 436,151 1,269.37 /LF 634,685

33.20.002 42" Dia Pipeline 500.00 LF 87.91 /LF 63.45 /LF 520.94 /LF 285.20 /LF /LF 957.50 /LF 478,751 1,389.15 /LF 694,577

33.0 Utilities 500.00 LF 87.91 /LF 63.45 /LF 520.94 /LF 285.20 /LF /LF 957.50 /LF 478,751 1,389.15 /LF 694,577

43.0 Process Gas and Liquid Handling Equipment

44.00.002 Surge System

44.05.83.10 Surge System
Surge System, Complete, Includes Tank, Piping, and All
Appurtenances

1.00 EA - 260,000.00 /EA - 260,000.00 /EA 260,000 404,540.65 /EA 404,541

44.05.83.10 Surge System 1.00 EA /EA /EA /EA 260,000.00 /EA /EA 260,000.00 /EA 260,000 404,540.65 /EA 404,541

44.00.002 Surge System 1.00 EA /EA /EA /EA 260,000.00 /EA /EA 260,000.00 /EA 260,000 404,540.65 /EA 404,541

43.0 Process Gas and Liquid Handling Equipment 1.00 EA /EA /EA /EA 260,000.00 /EA /EA 260,000.00 /EA 260,000 404,540.65 /EA 404,541 006 Conveyance Pipelines and Surge Tank 1.00 LS 43,953.35 /LS 31,726.56 /LS 260,471.00 /LS 402,600.00 /LS /LS 738,750.91 /LS 738,751 1,099,117.63 /LS 1,099,118 007 Electrical Improvements

26.0 Electrical Work

26.00.002 Duct Bank and Electrical Sevice Entrance

26.10.03.00 Site Electrical, Duct Bank
Electrical Duct Bank from Existing Point of Connect to Project Site, Complete
1,540.00 LF - 150.00 /LF - 150.00 /LF 231,000 248.39 /LF 382,519 Connections at Existing Electrical Supply 1.00 ls 1,570.54 /ls 146.75 /ls 15,000.00 /ls - 16,717.29 /ls 16,717 28,920.09 /ls 28,920

26.10.03.00 Site Electrical, Duct Bank 1,540.00 LF 1.02 /LF 0.10 /LF 9.74 /LF 150.00 /LF /LF 160.86 /LF 247,717 267.17 /LF 411,439

26.00.002 Duct Bank and Electrical Sevice Entrance 1.00 LS 1,570.54 /LS 146.75 /LS 15,000.00 /LS 231,000.00 /LS /LS 247,717.29 /LS 247,717 411,438.89 /LS 411,439

26.0 Electrical Work 1.00 LS 1,570.54 /LS 146.75 /LS 15,000.00 /LS 231,000.00 /LS /LS 247,717.29 /LS 247,717 411,438.89 /LS 411,439 007 Electrical Improvements 1.00 LS 1,570.54 /LS 146.75 /LS 15,000.00 /LS 231,000.00 /LS /LS 247,717.29 /LS 247,717 411,438.89 /LS 411,439 008 Site Utilities

26.0 Electrical Work

26.00.002 Duct Bank and Electrical Sevice Entrance

26.10.03.90 Site Electrical, Service Entrance
Electrical Service to Project Site 1.00 LS 3,141.07 /LS 293.50 /LS 25,000.00 /LS - - 28,434.57 /LS 28,435 49,148.03 /LS 49,148

26.10.03.90 Site Electrical, Service Entrance 1.00 LS 3,141.07 /LS 293.50 /LS 25,000.00 /LS /LS /LS 28,434.57 /LS 28,435 49,148.03 /LS 49,148 COR P1 Replacement Alt 2 Site Rev 3 3/1/2022 4:36 PM

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Packet Pg. 429 Attachment: Preliminary Design Report (9.11(c)--Authorize Fifth Amendment to Consulting and

DETAIL REPORT
Project type: Project Name: COR P1 Replacement Alt 2 New River Trail Location Rev 3 Estimator: Nick Cavalleri/RDD Job Size: Project Number: W8Y06200 Revision/Date: 3 / Mar 1, 2022 Duration: Design Stage: Feasibility Estimate Class: 4
Area Facility Work Pkg WorkActiv Unit Price Description Takeoff Quantity Labor Cost/Unit Equip Cost/Unit Material Cost/Unit Sub Cost/Unit Other Cost/Unit Direct Total Cost/Unit Direct Total Grand Total Price Grand Total with Markups

26.00.002 Duct Bank and Electrical Sevice Entrance 1.00 LS 3,141.07 /LS 293.50 /LS 25,000.00 /LS /LS /LS 28,434.57 /LS 28,435 49,148.03 /LS 49,148

26.0 Electrical Work 1.00 LS 3,141.07 /LS 293.50 /LS 25,000.00 /LS /LS /LS 28,434.57 /LS 28,435 49,148.03 /LS 49,148

33.0 Utilities

33.20.004 Potable Water Line Extension

33.00.50.91 Utilities, Water
Potable Water Line Extension to Alt 2 Site, Includes Connections to Existing
1,540.00 LF - 175.00 /LF - 175.00 /LF 269,500 246.04 /LF 378,897

33.00.50.91 Utilities, Water 1,540.00 LF /LF /LF /LF 175.00 /LF /LF 175.00 /LF 269,500 246.04 /LF 378,897

33.20.004 Potable Water Line Extension 1,540.00 LF /LF /LF /LF 175.00 /LF /LF 175.00 /LF 269,500 246.04 /LF 378,897

33.0 Utilities 1,540.00 LF /LF /LF /LF 175.00 /LF /LF 175.00 /LF 269,500 246.04 /LF 378,897 008 Site Utilities 1.00 LS 3,141.07 /LS 293.50 /LS 25,000.00 /LS 269,500.00 /LS /LS 297,934.57 /LS 297,935 428,044.95 /LS 428,045 009 Site Access

31.0 Earthwork

31.15.000 Pumping Plant Site Clearing and Grubbing

31.15.01.00 Site Preparation, Clearing and Grubbing
Clear and Gub Site 27,600.00 SF 0.72 /SF 0.17 /SF 0.10 /SF - - 0.99 /SF 27,406 1.40 /SF 38,758 Haul and Disposal 6.00 ld 398.60 /ld 461.24 /ld 450.00 /ld - - 1,309.85 /ld 7,859 1,878.67 /ld 11,272 Load Spoils for Disposal 1.00 ls 495.18 /ls 176.98 /ls - - 672.16 /ls 672 945.01 /ls 945 Erosion Controls Allowance 1.00 ls - 3,500.00 /ls - 3,500.00 /ls 3,500 4,920.72 /ls 4,921

31.15.01.00 Site Preparation, Clearing and Grubbing 27,600.00 SF 0.83 /SF 0.28 /SF 0.20 /SF 0.13 /SF /SF 1.43 /SF 39,437 2.03 /SF 55,896

31.15.000 Pumping Plant Site Clearing and Grubbing 1.00 LS 22,790.10 /LS 7,686.71 /LS 5,460.00 /LS 3,500.00 /LS /LS 39,436.81 /LS 39,437 55,895.67 /LS 55,896

31.20.000 Access Road Eathworks Cut and Fill

31.20.07.00 Earthworks, Sitework, Cut/Fill
Access Road Earthworks Cut and Fill 27,540.00 SF 1.54 /SF 1.66 /SF - - 3.20 /SF 88,145 4.50 /SF 123,925

31.20.07.00 Earthworks, Sitework, Cut/Fill 27,540.00 SF 1.54 /SF 1.66 /SF /SF /SF /SF 3.20 /SF 88,145 4.50 /SF 123,925

31.20.000 Access Road Eathworks Cut and Fill 27,540.00 SF 1.54 /SF 1.66 /SF /SF /SF /SF 3.20 /SF 88,145 4.50 /SF 123,925

31.20.002 Access Road Paving

32.40.02.00 Site Improvements, Paving, Bituminous Asphalt Fine grading, for roadway, base or leveling course, large area, 6,000 S.Y. or more
1,235.56 sy 0.53 /sy 0.36 /sy - - - 0.89 /sy 1,104 1.26 /sy 1,553 Base course drainage layers,aggregate base course for
roadways and large paved areas,crushed stone
base,compacted,crushed 1-1/2"stone base,8"deep
1,235.56 sy 0.96 /sy 1.14 /sy 11.85 /sy - - 13.95 /sy 17,231 20.58 /sy 25,433 Base course drainage layers, prepare and roll sub-base, small areas to 2500 S.Y.
1,235.56 sy 1.10 /sy 0.98 /sy - - - 2.09 /sy 2,578 2.93 /sy 3,625 Bituminous-stabilized base courses, for roadways and large paved areas, liquid application to gravel base, asphalt emulsion 247.11 gal 0.19 /gal 0.15 /gal 5.10 /gal - - 5.44 /gal 1,344 8.07 /gal 1,994 Plant-mix asphalt paving, for highways and large paved areas, binder course, 3" thick, no hauling included
1,235.56 SY 1.12 /SY 0.52 /SY 11.15 /SY - - 12.79 /SY 15,808 18.91 /SY 23,361 Plant-mix asphalt paving, for highways and large paved areas, wearing course, 3" thick, no hauling included
1,235.56 sy 1.25 /sy 0.58 /sy 12.25 /sy - - 14.07 /sy 17,385 20.79 /sy 25,691

32.40.02.00 Site Improvements, Paving, Bituminous Asphalt 1,235.56 SY 5.00 /SY 3.61 /SY 36.27 /SY /SY /SY 44.88 /SY 55,451 66.09 /SY 81,657

31.20.002 Access Road Paving 1,235.56 SY 5.00 /SY 3.61 /SY 36.27 /SY /SY /SY 44.88 /SY 55,451 66.09 /SY 81,657

31.0 Earthwork 1.00 LS 71,390.30 /LS 57,868.26 /LS 50,273.62 /LS 3,500.00 /LS /LS 183,032.18 /LS 183,032 261,477.20 /LS 261,477 009 Site Access 1.00 LS 71,390.30 /LS 57,868.26 /LS 50,273.62 /LS 3,500.00 /LS /LS 183,032.18 /LS 183,032 261,477.20 /LS 261,477 010 Jenny Creek Fish Ladder

32.0 Exterior Improvements

32.50.000 Jenny Creek Crossing Retaining Wall

32.50.01.00 Site Improvements, Retaining Walls
Jenny Creek Crossing CMU Retaining Wall, Complete, Includes Foundation and Earthwork
570.00 SF - 40.00 /SF - 40.00 /SF 22,800 56.24 /SF 32,055

32.50.01.00 Site Improvements, Retaining Walls 570.00 SF /SF /SF /SF 40.00 /SF /SF 40.00 /SF 22,800 56.24 /SF 32,055

32.50.000 Jenny Creek Crossing Retaining Wall 38.00 LF /LF /LF /LF 600.00 /LF /LF 600.00 /LF 22,800 843.56 /LF 32,055

32.50.002 Jenny Creek Crossing Bridge

32.50.04.00 Site Improvements, Bridges
Jenny Crossing Bridge Allowance, Complete 352.00 SF - 105.00 /SF - - 105.00 /SF 36,960 156.28 /SF 55,012

32.50.04.00 Site Improvements, Bridges 352.00 SF /SF /SF 105.00 /SF /SF /SF 105.00 /SF 36,960 156.28 /SF 55,012

32.50.002 Jenny Creek Crossing Bridge 352.00 SF /SF /SF 105.00 /SF /SF /SF 105.00 /SF 36,960 156.28 /SF 55,012

32.50.006 Jenny Creek Crossing Packaged Fish Ladder

32.50.06.00 Site Improvements, Other Improvements
Furnish and Install Packaged Fish Ladder, Allowance 1.00 LS 18,993.24 /LS 10,860.16 /LS 40,000.00 /LS - - 69,853.40 /LS 69,853 101,508.68 /LS 101,509

32.50.06.00 Site Improvements, Other Improvements 1.00 LS 18,993.24 /LS 10,860.16 /LS 40,000.00 /LS /LS /LS 69,853.40 /LS 69,853 101,508.68 /LS 101,509

32.50.006 Jenny Creek Crossing Packaged Fish Ladder 1.00 LS 18,993.24 /LS 10,860.16 /LS 40,000.00 /LS /LS /LS 69,853.40 /LS 69,853 101,508.68 /LS 101,509

32.0 Exterior Improvements 1.00 LS 18,993.24 /LS 10,860.16 /LS 76,960.00 /LS 22,800.00 /LS /LS 129,613.40 /LS 129,613 188,575.98 /LS 188,576

33.0 Utilities

32.50.004 Jenny Creek Crossing Culvert Modifications

33.00.50.00 Buried Pipe, Other
Structural Culvert Lining Allowance 228.00 LF 65.12 /LF 1.27 /LF 43.86 /LF - - 110.25 /LF 25,136 158.62 /LF 36,164 Remove Portion of Culverts, Includes Excavation 62.00 LF 23.96 /LF 5.71 /LF 8.06 /LF - - 37.73 /LF 2,339 53.72 /LF 3,330 Haul and Disposal of Demolished Material 1.00 ld 398.60 /ld 461.24 /ld 450.00 /ld - - 1,309.84 /ld 1,310 1,878.67 /ld 1,879 Miscellaneous Items Allowance 1.00 ls 1,500.00 /ls 1,500.00 /ls 3,000.00 /ls - - 6,000.00 /ls 6,000 8,683.05 /ls 8,683

33.00.50.00 Buried Pipe, Other 290.00 LF 62.86 /LF 8.98 /LF 48.10 /LF /LF /LF 119.95 /LF 34,785 172.61 /LF 50,057

32.50.004 Jenny Creek Crossing Culvert Modifications 290.00 LF 62.86 /LF 8.98 /LF 48.10 /LF /LF /LF 119.95 /LF 34,785 172.61 /LF 50,057

33.0 Utilities 290.00 LF 62.86 /LF 8.98 /LF 48.10 /LF /LF /LF 119.95 /LF 34,785 172.61 /LF 50,057 010 Jenny Creek Fish Ladder 1.00 LS 37,223.83 /LS 13,464.95 /LS 90,910.00 /LS 22,800.00 /LS /LS 164,398.78 /LS 164,399 238,632.52 /LS 238,633 011 Jenny Creek Culvert Rehabilitation

32.0 Exterior Improvements

32.50.006 Jenny Creek Crossing Packaged Fish Ladder

32.50.06.00 Site Improvements, Other Improvements
Furnish and Install Packaged Fish Ladder, Allowance 1.00 LS 18,993.24 /LS 10,860.16 /LS 40,000.00 /LS - - 69,853.40 /LS 69,853 101,508.68 /LS 101,509

32.50.06.00 Site Improvements, Other Improvements 1.00 LS 18,993.24 /LS 10,860.16 /LS 40,000.00 /LS /LS /LS 69,853.40 /LS 69,853 101,508.68 /LS 101,509

32.50.006 Jenny Creek Crossing Packaged Fish Ladder 1.00 LS 18,993.24 /LS 10,860.16 /LS 40,000.00 /LS /LS /LS 69,853.40 /LS 69,853 101,508.68 /LS 101,509

32.0 Exterior Improvements 1.00 LS 18,993.24 /LS 10,860.16 /LS 40,000.00 /LS /LS /LS 69,853.40 /LS 69,853 101,508.68 /LS 101,509

33.0 Utilities

32.50.004 Jenny Creek Crossing Culvert Modifications

33.00.50.00 Buried Pipe, Other
Structural Culvert Lining Allowance 290.00 LF 81.91 /LF 1.60 /LF 43.86 /LF - - 127.37 /LF 36,937 182.69 /LF 52,980 Miscellaneous Items Allowance 1.00 ls 2,500.00 /ls 2,500.00 /ls 5,000.00 /ls - - 10,000.00 /ls 10,000 14,471.75 /ls 14,472

33.00.50.00 Buried Pipe, Other 290.00 LF 90.53 /LF 10.22 /LF 61.10 /LF /LF /LF 161.85 /LF 46,937 232.59 /LF 67,452

32.50.004 Jenny Creek Crossing Culvert Modifications 290.00 LF 90.53 /LF 10.22 /LF 61.10 /LF /LF /LF 161.85 /LF 46,937 232.59 /LF 67,452

33.0 Utilities 290.00 LF 90.53 /LF 10.22 /LF 61.10 /LF /LF /LF 161.85 /LF 46,937 232.59 /LF 67,452 011 Jenny Creek Culvert Rehabilitation 1.00 LS 45,247.61 /LS 13,823.52 /LS 57,719.30 /LS /LS /LS 116,790.43 /LS 116,790 168,960.48 /LS 168,960 012 Existing Pump Station 1 Demolition

02.0 Existing Conditions

02.00.000 Existing Pump Station 1 Demolition

02.01.02.00 Pump Station Demolition
COR P1 Replacement Alt 2 Site Rev 3 3/1/2022 4:36 PM

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Packet Pg. 430 Attachment: Preliminary Design Report (9.11(c)--Authorize Fifth Amendment to Consulting and

DETAIL REPORT
Project type: Project Name: COR P1 Replacement Alt 2 New River Trail Location Rev 3 Estimator: Nick Cavalleri/RDD Job Size: Project Number: W8Y06200 Revision/Date: 3 / Mar 1, 2022 Duration: Design Stage: Feasibility Estimate Class: 4
Area Facility Work Pkg WorkActiv Unit Price Description Takeoff Quantity Labor Cost/Unit Equip Cost/Unit Material Cost/Unit Sub Cost/Unit Other Cost/Unit Direct Total Cost/Unit Direct Total Grand Total Price Grand Total with Markups

02.01.02.00 Pump Station Demolition
Demolition of Existing PS 1, Allowance Based on Crew and Duration

1.00 LS 217,998.14 /LS 169,692.22 /LS 20,000.00 /LS - - 407,690.36 /LS 407,690 574,832.29 /LS 574,832

02.01.02.00 Pump Station Demolition 1.00 LS 217,998.14 /LS 169,692.22 /LS 20,000.00 /LS /LS /LS 407,690.36 /LS 407,690 574,832.29 /LS 574,832

02.00.000 Existing Pump Station 1 Demolition 1.00 LS 217,998.14 /LS 169,692.22 /LS 20,000.00 /LS /LS /LS 407,690.36 /LS 407,690 574,832.29 /LS 574,832

02.0 Existing Conditions 1.00 LS 217,998.14 /LS 169,692.22 /LS 20,000.00 /LS /LS /LS 407,690.36 /LS 407,690 574,832.29 /LS 574,832 012 Existing Pump Station 1 Demolition 1.00 LS 217,998.14 /LS 169,692.22 /LS 20,000.00 /LS /LS /LS 407,690.36 /LS 407,690 574,832.29 /LS 574,832 013 River Trail Restoration Post Construction

32.0 Exterior Improvements

32.50.008 River Trail Restoration Post Construction

32.50.06.00 Site Improvements, Other Improvements
River Trail Restoration Post Construction, Allowance 1.00 LS 14,855.36 /LS 3,539.52 /LS 25,000.00 /LS - - 43,394.88 /LS 43,395 63,072.47 /LS 63,072

32.50.06.00 Site Improvements, Other Improvements 1.00 LS 14,855.36 /LS 3,539.52 /LS 25,000.00 /LS /LS /LS 43,394.88 /LS 43,395 63,072.47 /LS 63,072

32.50.008 River Trail Restoration Post Construction 1.00 LS 14,855.36 /LS 3,539.52 /LS 25,000.00 /LS /LS /LS 43,394.88 /LS 43,395 63,072.47 /LS 63,072

32.0 Exterior Improvements 1.00 LS 14,855.36 /LS 3,539.52 /LS 25,000.00 /LS /LS /LS 43,394.88 /LS 43,395 63,072.47 /LS 63,072 013 River Trail Restoration Post Construction 1.00 LS 14,855.36 /LS 3,539.52 /LS 25,000.00 /LS /LS /LS 43,394.88 /LS 43,395 63,072.47 /LS 63,072 02 Alt 2: New River Trail Location 1.00 LS 1,330,869.04 /LS 591,873.33 /LS 6,585,667.72 /LS 1,305,795.00 /LS 1,436,500.00 /LS 11,250,705.09 /LS 11,250,705 17,148,136.25 /LS 17,148,136 COR P1 Replacement Alt 2 Site Rev 3 3/1/2022 4:36 PM

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Packet Pg. 431 Attachment: Preliminary Design Report (9.11(c)--Authorize Fifth Amendment to Consulting and

DETAIL REPORT
Project type: Project Name: COR P1 Replacement Alt 2 New River Trail Location Rev 3 Estimator: Nick Cavalleri/RDD Job Size: Project Number: W8Y06200 Revision/Date: 3 / Mar 1, 2022 Duration: Design Stage: Feasibility Estimate Class: 4
Estimate Totals
Description Amount Totals Hours Rate
Labor 1,330,869 18,663.892 hrs
Material 6,585,668
Subcontract 1,305,795
Equipment 591,873 6,692.827 hrs
Subtotal Direct Costs 9,814,205 9,814,205
Material Sales Tax 543,318 8.250%
Subtotal W/ Sales Tax 543,318 10,357,523
Concrete Work I,OH&P 32,003 15.000%
Masonry Work I,OH&P 12,772 15.000%
Architectural (Div 6-12)I,OH&P 10,299 15.000%
Mechanical Work I,OH&P 16,650 20.000%
Electrical Work I,OH&P 204,715 25.000%
Process Piping I,OH&P 102,990 20.000%
Instruments & Controls I,OH&P 29,567 25.000%
Process Equipment I,OH&P 722,474 15.000%
Subtotal W/ Subcontractor OH&P 1,131,470 11,488,993
General Conditions 689,340 6.000%
Subtotal W/ General Conditions 689,340 12,178,333
Prime Contractor Overhead 1,461,400 12.000%
Prime Contractor Profit 818,384 6.000%
Subtotal W/ Prime Markups 2,279,784 14,458,117
Escalation 1,253,519 8.670%
Subtotal W/ Escalation 1,253,519 15,711,636
Non Markup Items 1,436,500
Subtotal W/ Non Markup Items 1,436,500 17,148,136
Design Contingency 4,287,034 25.000%
Subtotal W/ Design Contingency 4,287,034 21,435,170
Construction Contingency 3,215,276 15.000%
Subtotal W/ Construction Contingency 3,215,276 24,650,446 Total Construction Cost 24,650,446
COR P1 Replacement Alt 2 Site Rev 3 3/1/2022 4:36 PM

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Packet Pg. 432 Attachment: Preliminary Design Report (9.11(c)--Authorize Fifth Amendment to Consulting and Cost Estimating - Escalation Calculation Report
Escalation report prepared: 2/28/2022
Escalation Model Used: AVE
Project: