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Contract 37619
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WATER IMPROVEMENTS SECTION B - SANITARY SEWER IMPROVEMENTS UNIT II: PAVING IMPROVEMENTS AND STORM DRAIN IMPROVEMENTS TOTAL AMOUNT 2A 2B 2C 2D 2E 2F PROJECT TOTAL i PERCENT COST $ 928,417 $ 391,921 $ 330,125 $ 379,572 $ 463,906 $ 242,061 $ 2,736,000 25% $ 132,065 $ 31,882 $ 163,852 $ 180,513 $ 193,646 $ 234,895 $ 936,853 9% 100 07-2007366-Contract-O PCC-0311 08-km c. xlsx EXHIBIT "0-4-A" (SUPPLEMENT TO ATTACHMENT B) OPINION OF PROBABLE CONSTRUCTION COSTS -Water ENGINEERING DESIGN SERVICES ASSOCIATED WITH STREET RECONSTRUCTION, WATER AND SANITARY SEWER IMPROVEMENTS 2007 CO PROGRAM CD 2 City Project Nos. 00951, 00952, 00955, 00956, 00961, 00964 DOE Nos. 5910, 5911, 5912, 5913, 5914, 5915 PAY UNIT PRICE 2A Kearne ,Menefee, Loraine 2B Damon, Holden, McLemoreI ITEM ITEM DESCRIPTION UNIT QTY AMOUNT QTY AMOUNT 1 Water Service-1 Inch -Tap to Main - Install EA $ 300,00 150 $ 45,000,00 81 $ 24,300.00 2 Meter Box -Class A - Install EA $ 165,00 150 $ 24,750.00 81 $ 13,365,00 3 Water Service-3/4 Inch - Install LF $ 25,00 1,800 $ 45,000.00 972 $ 24,300,00 4 3/4" copper service on private property by licensed plumber LF $ 18,00 11500 $ 27,000,00 810 $ 14,580.00 5 Water Service-1 Inch - Install LF $ 20,00 21550 $ 51,000,00 11377 $ 27,540.00 6 Pipe-Pressure-8 Inch - Install LF $ 41,50 51550 $ 230,325,00 3,235 $ 134,252.50 7 Pipe-Pressure-10 Inch - Install LF $ 45,00 50 $ 21250,00 0 $ - 8 Pipe-Pressure-12 Inch - Install LF $ 50,00 0 $ - 0 $ - 9 20-inch water pipe with blocking (including removal of existing waterline) LF $ 250,00 50 $ 12,500,00 0 $ - 10 Pipe-Pressure-24 Inch - Install LF $ 275,00 100 $ 27,500,00 0 $ 11 Valve-2 Inch -Air & Vacuum Release w/Vault - Install EAK$3710.00 000,00 0 $ - 0 $ - 12 Valve-6 Inch -Gate Valve w/Box - Install EA 760.00 9 $ 6/840600 4 $ 3,040.00 13 Valve-8 Inch -Gate Valve w/Box- Install EA 960,00 21 $ 201160,00 12 $ 11,520,00 14 Valve-10 Inch -Gate Valve w/Box - Install EA 300.00 2 $ 21600,00 0 $ - 15 Valve-12 Inch -Gate Valve w/Box ~Install EA 0 $ - 0 $ 16 Valve-20 Inch -Gate- w/Vault - Install EA 000.0O 2 $ 40,000.0O 0 $ 17 Valve-24 Inch -Gate- w/Vault - Install EA $ 27,500.00 4 $ 110,000.00 0 $ 18 Fire Hydrant - Remove EA $ 430,00 9 $ 31870,00 4 $ 12720,00 19 Fire Hydrant - Install EA $ 21375,00 9 $ 21,375.00 4 $ 9,500.00 20 Fire Hydrant -Barrel & Stem Extension Install VF $ 490,00 18 $ 81820,00 8 $ 3,920.00 21 Pipe Fittings- < Than 16 Inch DI Pipe - Install TN $ 51145.00 2.0 $ 10,290,00 1.0 $ 51145,00 22 Pipe Fittings-16 Inch or > DI Pipe - Install TN $ 61360.00 1.0 $ 61360,00 0.0 $ - 23 Trench Safety System 5 Foot Depth - Install LF $ 2,25 81100 $ 18,225,00 41612 $ 10,377,00 24 Pavement-2 Inch HMAC on 6 Inch Flex Base -Temporary- Install LF $ 11.00 81100 $ 89,100,00 41612 $ 50,732.00 25 1?avement-2 Inch Min HMAC on 2127 Concrete Base (2000-1A) ~Install LF $ 63,50 300 $ 19,050,00 0 $ - 26 Water Service-2 Inch -Temporary- Install LS $ 22,000,00 1 $ 22,000,00 1 $ 22,000.00 SUBTOTAL $ 844,015.00 SUBTOTAL $ 356,291.50 10%CONTINGENCY $ 84,401.50 10% CONTINGENCY $ 35,629.15 TOTAL $ 928,416.50 TOTAL $ 391,920,65 07-2007366-Contract-OPCC-0311 08-kmc.xlsx E B-4-A EXHIBIT "B-4-A" (SUPPLEMENT TO ATTACHMENT B) OPINION OF PROBABLE CONSTRUCTION COSTS -Water ENGINEERING DESIGN SERVICES ASSOCIATED WITH STREET RECONSTRUCTION, WATER AND SANITARY SEWER IMPROVEMENTS 2007 CO PROGRAM CD 2 City Project Nos. 00951, 00952, 00955, 00956, 00961, 00964 DOE Nos. 5910, 5911, 5912, 5913, 5914, 5915 PAY UNIT PRICE 2C Calhoun, Jones ITEM ITEM DESCRIPTION UNIT QTY AMOUNT 1 Water Service-1 Inch -Tap to Main — Install EA $ 300.00 65 $ 19,500.00 2 Meter Box -Class A — Install EA $ 165.00 65 $ 10,725.00 3 Water Service-3/4 Inch — Install LF $ 25.00 780 $ 192500,00 4 3/4" copper service on private property by licensed plumber LF $ 18.00 650 $ 11,700.00 5 Water Service-1 Inch — Install LF $ 20.00 11105 $ 22,100,00 6 Pipe-Pressure-8 Inch — Install LF $ 41.50 1,850 $ 76,775.00 7 Pipe-Pressure-10 Inch — Install LF $ 45.00 550 $ 24,750.00 8 Pipe-Pressure-12 Inch — Install LF $ 50.00 0 $ - 9 20-inch water pipe with blockin (including removal of existing waterline) LF $ 250.00 0 $ - 10 Pipe-Pressure-24 Inch — Install LF $ 275.00 0 $ 11 Valve-2 Inch -Air & Vacuum Release w/Vault — Install EA $ 51000,00 0 $ - 12 Valve-6 Inch -Gate Valve w/Box — Install EA $ 760.00 4 $ 3,040.00 13 Valve-8 Inch -Gate Valve w/Box — Install EA $ 960.00 6 $ 5,760.00 14 Valve-10 Inch -Gate Valve w/Box — Install EA $ 1,300.00 2 $ 2,600.00 15 Valve-12 Inch -Gate Valve w/Box — Install EA $ 31710,00 0 $ 16 Valve-20 Inch -Gate- w/Vault — Install EA $ 20,000,00 0 $ - 17 Valve-24 Inch -Gate- w/Vault — Install EA $ 27,500.00 0 $ 18 Fire Hydrant~ Remove EA $ 430.00 4 $ 11720,00 19 Fire Hydrant~ Install EA $ 2$75.00 4 $ 9,500.00 20 Fire Hydrant -Barrel & Stem Extension — Install VF $ 490.00 8 $ 31920,00 21 Pipe Fittings- < Than 16 Inch DI Pipe — Install TN $ 51145,00 1.0 $ 5,145.00 22 Pipe FittingsA6 Inch or > DI Pipe — Install i TN $ 6,360.00 0.0 $ - 23 Trench Safety System 5 Foot Depth — Install LF $ 2.25 21955 $ 69648075 24 Pavement-2 Inch HMAC on 6 Inch Flex Base -Temporary Install LF $ 11.00 21955 $ 32,505,00 25 Pavement-2 Inch Min HMAC on 2/27 Concrete Base (2000-1A) — Install LF $ 63.50 350 $ 22,225,00 26 Water Service-2 Inch -Temporary — Install LS $ 22,000.00 1 22,000mu SUBTOTAL $ 300,113.75 10%CONTINGENCY $ 30,011.38 TOTAL $ 330,125,13 07-2007366-Contract-OPCC-0311 OS-kmc.xlsx E B-4-A EXHIBIT (SUPPLEMENT TO ATTACHMENT B) OPINION OF PROBABLE CONSTRUCTION COSTS -Water ENGINEERING DESIGN SERVICES ASSOCIATED WITH STREET RECONSTRUCTION, WATER AND SANITARY SEWER IMPROVEMENTS 2007 CO PROGRAM CD 2 City Project Nos. 00951, 00952, 00955, 00956, 00961, 00964 DOE Nos, 5910, 5911, 5912, 5913, 5914, 5915 PAY UNIT PRICE 2D 23rd, Reffu io, 23rd west 2E 22nd, Lincoln ITEM ITEM DESCRIPTION UNIT QTY AMOUNT QTY AMOUNT 1 Water Service-1 Inch -Tap to Main - Install EA $ 300,00 81 $ 24,300,00 85 $ 25,500.00 2 Meter Box -Class A - Install EA $ 165,00 81 $ 13,365400 85 $ 14,025.00 3 Water Service-3/4 Inch - Install LF $ 25.00 972 $ 24,300.00 11020 $ 25,500,00 4 3/4" copper service on private property by licensed plumber LF $ 18,00 810 $ 14,580,00 850 $ 15,300.00 5 Water Service-1 Inch - Install LF $ 20,00 11377 $ 27,540.00 11445 $ 28,900,00 6 Pipe-Pressure-8 Inch - Install LF $ 41,50 2,350 $ 97,525,00 4,225 $ 175,337,50 7 Pipe-Pressure-10 Inch - Install LF $ 45,00 0 $ 0 $ - 8 Pipe-Pressure-12 Inch - Install LF $ 50,00 150 $ 71500,00 0 $ - 9 20-inch water pipe with blocking (including removal of existing waterline LF $ 250,00 0 $ 0 $ - 10 Pipe-Pressure-24 Inch ~ Install LF $ 275,00 0 $ 0 $ - 11 Valve-2 Inch -Air & Vacuum Release w/Vault - Install EA $ 51000,00 1 $ 5,000.00 $ - 12 Valve-6 Inch -Gate Valve w/Box - Install EA $ 760,00 7 $ 5,320.00 5 $ 3,800.00 13 Valve-8 Inch -Gate Valve w/Box - Install EA $ 960.00 10 $ 9,600.00 10 $ 91600,00 14 Valve-10 Inch -Gate Valve w/Box - Install EA $ 11300,00 0 $ - 0 $ - 15 Valve-12 Inch -Gate Valve w/Box - Install EA $ 3,710.00 2 $ 71420,00 0 $ - 16 Valve-20 Inch -Gate- w/Vault - Install EA $ 20,000,00 0 $ 0 $ - 17 Valve-24 Inch -Gate- w/Vault - Install EA $ 27,500,00 0 $ 0 $ - 18 Fire Hydrant - Remove EA $ 430,00 8 $ 31440,00 5 $ 21150,00 19 Fire Hydrant - Install EA $ 21375400 7 $ 16,625,00 5 $ 11,875.00 20 Fire Hydrant -Barrel & Stem Extension - Install VF $ 490,00 14 $ 6,860.00 10 $ 41900,00 21 Pipe Fittings- < Than 16 Inch DI Pipe p Install TN $ 51145,00 1.0 $ 5,145.00 1.5 $ 7,717.50 22 Pipe Fittings-16 Inch or > DI Pipe - Install TN $ 6,360.00 0.0 $ - 0.0 $ - 23 Trench Safety System 5 Foot Depth -- Install LF $ 2,25 3,877 $ 8,723.25 51670 $ 12,757650 24 Pavement-2 Inch HMAC on 6 Inch Flex Base -Temporary - Install LF $ 11,00 3,877 $ 42,647.00 51670 $ 62,370,00 25 Pavement-2 Inch Min HMAC on 2/27 Concrete Base (2000-1A) -Install LF $ 63,50 50 $ 31175.00 0 $ - 326 Water Service-2 Inch -Temporary - Install LS $ 22,000,00 1 222000.00 1 22,000.00 SUBTOTAL $ 345,065.25 SUBTOTAL $ 4219732.50 10% CONTINGENCY $ 34,506.53 10% CONTINGENCY $ 42,173.25 TOTAL $ 379,571.78 TOTAL $ 4639905475 07-2007366-Contract-OPCC-0311 _OS-kmc.xlsx E B-4-A EXHIBIT "134-A" (SUPPLEMENT TO ATTACHMENT B) OPINION OF PROBABLE CONSTRUCTION COSTS -Water ENGINEERING DESIGN SERVICES ASSOCIATED WITH STREET RECONSTRUCTION, WATER AND SANITARY SEWER IMPROVEMENTS 2007 CO PROGRAM CD 2 City Project Nos. 00951, 00952, 00955, 00956, 00961, 00964 DOE Nos. 5910, 5911, 5912, 5913, 5914, 5915 PAY UNIT PRICE 2F Parsons ITEM ITEM DESCRIPTION UNIT QTY AMUUNT QTY TOTAL 1 Water Service-1 Inch -Tap to Main - Install EA $ 300.00 50 $ 15,000,00 512 2 Meter Box -Class A - Install EA $ 165,00 50 $ 8,250.00 512 3 Water Service-3/4 Inch - Install LF $ 25,00 600 $ 15,000,00 61144 4 3/4" copper service on private property by licensed plumber LF $ 18,00 500 $ 9,000.00 51120 5 lWater Service-1 Inch - Install LF $ 20.00 850 $ 17,000.00 8,704 6 7 Pipe-Pressure-8 Inch - Install Pipe- Pressure- 10 Inch - Install LF LF $ 41,50 $ 45,00 11920 0 $ 79,680,00 $ - 19,130 606 8 Pipe-Pressure-12 Inch - Install LF $ 50,00 0 $ - 150 9 20-inch water pipe with blocking (including removal of existing waterline) LF $ 250,00 0 $ 50 10 Pipe-Pressure-24 Inch - Install LF $ 275,00 0 $ - 100 11 Valve-2 Inch -Air & Vacuum Release w/Vault - Install EA $ 51000,00 0 $ 1 12 Valve-6 Inch -Gate Valve w/Box - Install EA $ 760,00 2 $ 1,520.00 31 13 Valve-8 Inch -Gate Valve w/Box - Install EA $ 960,00 6 $ 51760,00 65 14 Valve-10 Inch -Gate Valve w/Box - Install EA $ 11300,00 0 $ 4 15 Valve-12 Inch -Gate Valve w/Box -- Install EA $ 31710,00 0 $ 2 16 Valve-20 Inch -Gate- w/Vault - Install EA $ 20,000.00 0 $ 2 17 Valve-24 Inch -Gate- w/Vault - Install EA $ 27,500,00 0 $ 4 18 19 20 21 Fire Hydrant - Remove Fire Hydrant - Install Fire Hydrant -Barrel & Stem Extension - Install Pipe Fittings- < Than 16 Inch DI Pipe - Install EA EA VF TN $ 430,00 $ 21375,00 $ 490,00 $ 50145,00 2 2 4 0.5 $ 860,00 $ 49750,00 $ 12960,00 $ 21572,50 32 31 62 7 22 23 Pipe Fittings-16 Inch or > DI Pipe ~ Install j Trench Safety System 5 Foot Depth - Install TN LF $ 69360,00 $ 2025 0.0 21770 $ $ 6,232.50 1 27,984 24 Pavement-2 Inch HMAC on 6 Inch Flex Base -Temporary Install LF $ 11,00 21770 $ 30,470.00 27,984 25 Pavement-2 Inch Min HMAC on 2/27 Concrete Base (2000-1A) - Install LF $ 63,50 0 $ - 700 26 Water Service-2 Inch -Temporary - Install LS $ 22,000.00 1 22,000.00 6 SUBTOTAL $ 220,055.00 10%CONTINGENCY $ 22,005.50 TOTAL $ 242,060,50 TOTAL WATER IMPROVEMENTS 07-2007366-Contract-OPCC-0311 o8-kmc.xlsx EB-4-A EXHIBIT "B-4-A" (SUPPLEMENT TO ATTACHMENT B) OPINION OF PROBABLE CONSTRUCTION COSTS -Water ENGINEERING DESIGN SERVICES ASSOCIATED WITH STREET RECONSTRUCTION, WATER AND SANITARY SEWER IMPROVEMENTS 2007 CO PROGRAM CD 2 City Project Nos. 00951, 00952, 00955, 00956, 00961, 00964 DOE Nos. 5910, 59111 5912, 5913, 5914, 5915 PAY UNIT PRICE ITEM ITEM DESCRIPTION UNIT TOTAL 1 Water Service-1 Inch -Tap to Main - Install EA $ 300,00 $ 153,600,00 2 Meter Box -Class A - Install EA $ 165,00 $ 84,480.00 3 Water Service-3/4 Inch ~ Install LF $ 25,00 $ 153,600.00 4 3/4" copper service on private property by licensed plumber LF $ 18,00 $ 92,160,00 5 lWater ServiceA Inch - Install LF $ 20,00 $ 174,080,00 6 Pipe-Pressure-8 Inch - Install LF $ 41,50 $ 793,895.00 7 Pipe-Pressure-10 Inch - Install LF $ 45,00 $ 27,000,00 8 Pipe-PressureA2 Inch - Install LF $ 50,00 $ 71500,00 9 20-inch water pipe with blocking (including removal of existing waterline LF $ 250,00 $ 12,500,00 10 Pipe-Pressure-24 Inch - Install LF $ 275,00 $ 27,500,00 11 Valve-2 Inch -Air & Vacuum Release w/Vault - Install EA $ 5,000.00 $ 51000.00 12 Valve-6 Inch -Gate Valve w/Box - Install EA $ 760,00 $ 23,560,00 13 Valve-8 Inch -Gate Valve w/Box - Install EA $ 960,00 $ 62,400,00 14 Valve-10 Inch -Gate Valve w/Box - Install EA $ 11300,00 $ 5,200.00 15 Valve-12 Inch -Gate Valve w/Box - Install EA $ 3,710.00 $ 7,420.00 16 Valve-20 Inch -Gate- w/Vault - Install $ 20,000,00 $ 40,000.00 17 Valve-24 Inch -Gate- wNault - Install $ 27,500,00 $ 110,000.00 18 Fire Hydrant - Remove $ 430.00 $ 13,760,00 19 Fire Hydrant - Install LEA $ 21375,00 $ 739625,00 20 Fire Hydrant -Barrel & Stem Extension - Install $ 490,00 $ 309380,00 21 Pipe Fittings- < Than 16 Inch DI Pipe - Install $ 55145,00 $ 36,015,00 22 Pipe FittingsA6 Inch or > DI Pipe - Install TN $ 6,360.00 $ 61360,00 23 Trench Safety System 5 Foot Depth - Install LF $ 2.25 $ 62,964,00 24 Pavement-2 Inch HMAC on 6 Inch Flex Base -Temporary- Install LF $ 11,00 $ 307,824,00 25 Pavement-2 Inch Min HMAC on 2/27 Concrete Base (2000-1A) - Install LF $ 63,50 $ 44,450.00 26 Water Service-2 Inch -Temporary - Install LS $ 22,000,00 132,600,00 $ 2,4871273.00 $ 248,727.30 $ 2,736,000.30 $ 21736,000.30 07-2007366-Contract-OPCC-0311_08-kmc.xlsx EB-4-A EXHIBIT "B-4-B" (SUPPLEMENT TO ATTACHMENT B) OPINION OF PROBABLE CONSTRUCTION COSTS -Sewer ENGINEERING DESIGN SERVICES ASSOCIATED WITH STREET RECONSTRUCTION, WATER AND SANITARY SEWER IMPROVEMENTS 2007 CO PROGRAM CD 2 City Project Nos. 00951, 00952, 00955, 00956, 00961, 00964 DOE Nos. 5910, 5911, 5912, 5913, 5914, 5915 PAY 2A Kearne ,Menefee, Loraine ITEM ITEM DESCRIPTION UNIT UNIT PRICE QTY AMOUNT 1 Pipe-Sewer-8 Inch-SDR35 (All Depths) — Install LF $ 50.00 528 $ 26,405.00 2 Pipe-Sewer-12 Inch-SDR35 (All Depths) — Install LF $ 100.00 250 $ 25,000.00 3 Pipe-Sewer-21 Inch-SDR35 (All Depths) — Install LF $ 165.00 0 $ - 4 Manhole-Std 4 Ft Diam-(to 6 Ft Depth) — Install EA $ 2,400.00 9 $ 21,600,00 5 Manhole-Std 4 Ft Diam-Added Depth over 6 Ft Depth) Install VF $ 250.00 18 $ 4,500.00 6 Manhole -Watertight Insert -- Install EA $ 110.00 9 $ 990.00 7 Manhole -Vacuum Test — Services EA $ 175.00 9 $ 11575,00 8 Collar -Manhole � Install EA $ 320.00 9 $ 2,880.00 9 Manhole — Remove EA $ 530.00 9 $ 41770,00 10 Inspection -Post Construction Cleaning & TV � Study LF $ 2.25 778 $ 1,750.50 11 Trench Safety System 5 Foot Depth — Install LF $ 2.25 11118 $ 21515,50 12 Sewer Service-4 Inch Service Tap � Install EA $ 385.00 20 $ 7,700.00 13 Sewer Service4 Inch ~ Install LF $ 23.00 340 $ 7,820.00 14 Sewer Service-4 Inch-2 Way Clean Out ~ Install EA $ 200.00 20 $ 4,000.00 15 Pavement-2 Inch HMAC on 6 Inch Flex Base -Temporary — Install LF $ 11.00 778 $ 81558,00 16 Pavement-2 Inch Min HMAC on 2/27 Concrete Base (2000-1A) -- Install LF $ 63.50 0 $ SUBTOTAL $ 120,059.00 10%CONTINGENCY $ 12,005.90 TOTAL $ 132,064,90 07-2007366-Contract-OPCC-0311 O8-km c.xlsx E B-4-B EXHIBIT "B-4-B" (SUPPLEMENT TO ATTACHMENT B) OPINION OF PROBABLE CONSTRUCTION COSTS -Sewer ENGINEERING DESIGN SERVICES ASSOCIATED WITH STREET RECONSTRUCTION, WATER AND SANITARY SEWER IMPROVEMENTS 2007 CO PROGRAM CD 2 City Project Nos. 00951, 00952, 00955, 00956, 00961, 00964 DOE Nos. 5910, 5911, 5912, 5913, 5914, 5915 PAY 26 Damon, Holden, McLemore, 2C Calhoun, Jones ITEM ITEM DESCRIPTION UNIT UNIT PRICE QTY AMOUNT QTY AMOUNT 1 2 3 4 Pipe-Sewer-8 Inch-SDR35 (All Depths) — Install Pipe-Sewer-12 Inch-SDR35 (All Depths) — Install Pipe-Sewer-21 Inch-SDR35 (All Depths) ~ Install Manhole-Std 4 Ft Diam-(to 6 Ft Depth) � Install LF LF LF EA $ $ $ $ 50.00 100.00 165.00 21400,00 207 0 0 2 $ 10,350.00 $ - $ - $ 4,800.00 0 0 650 3 $ $ $ $ 107,250,00 7,200,00 5 Manhole-Std 4 Ft Diam-Added Depth (over 6 Ft Depth) Install VF $ 250.00 4 $ 11000,00 6 $ 1,500.00 6 Manhole -Watertight Insert — Install EA $ 110.00 2 $ 220.00 3 $ 330.00 7 Manhole -Vacuum Test — Services EA $ 175.00 2 $ 350.00 3 $ 525.00 8 Collar -Manhole -- Install EA $ 320.00 2 $ 640.00 3 $ 960.00 9 Manhole — Remove EA $ 530.00 2 $ 11060,00 3 $ 11590,00 10 11 Inspection -Post Construction Cleaning & TV _ Study Trench Safety System 5 Foot Depth — Install LF LF $ $ 2.25 2.25 207 309 $ 465.75 $ 695.25 650 956 $ $ 11462,50 21151,00 12 Sewer Service4 Inch Service Tap ~ Install EA $ 385.00 6 $ 2,310.00 18 $ 61930,00 13 Sewer Service-4 Inch -- Install LF $ 23.00 102 $ 21346,00 306 $ 71038,00 14 Sewer Service4 Inch-2 Way Clean Out Install EA $ 200.00 6 $ 1,200.00 18 $ 31600,00 15 Pavement-2 Inch HMAC on 6 Inch Flex Base -Temporary Install LF $ 11.00 207 $ 21277,00 650 $ 71150,00 16 Pavement-2 Inch Min HMAC on 2/27 Concrete Base (2000-1A) ~ Install LF $ 63.50 20 $ 11270,00 20 $ 11270,00 SUBTOTAL $ 28,984.00 SUBTOTAL $ 148,956.50 10% CONTINGENCY $ 2,898.40 10% CONTINGENCY $ 14,895.65 TOTAL $ 31,882,40 TOTAL $ 163,852,15 07-2007366-Contract-OPCC-0311 08-km c.xlsx E B-4-B EXHIBIT "B-4-B" (SUPPLEMENT TO ATTACHMENT B) OPINION OF PROBABLE CONSTRUCTION COSTS -Sewer ENGINEERING DESIGN SERVICES ASSOCIATED WITH STREET RECONSTRUCTION, WATER AND SANITARY SEWER IMPROVEMENTS 2007 CO PROGRAM CD 2 City Project Nos. 00951, 00952, 00955, 00956, 00961, 00964 DOE Nos. 5910, 5911, 5912, 5913, 5914, 5915 PAY 2D 23rd11 Reffu io, 23rd west 2E 22nd, Lincoln ITEM ITEM DESCRIPTION UNIT UNIT PRICE QTY AMOUNT QTY AMOUNT 1 Pipe-Sewer-8 Inch-SDR35 (All Depths) ~ Install LF $ 50.00 1,240 $ 62,000.00 11530 $ 76,500,00 2 Pipe-Sewer-12 Inch-SDR35 (All Depths) — Install LF $ 100.00 0 $ - 0 $ - 3 Pipe-Sewer-21 Inch-SDR35 (All Depths) _ Install LF $ 165.00 0 $ - 0 $ - 4 Manhole-Std 4 Ft Diam-(to 6 Ft Depth) — Install EA $ 21400,00 13 $ 31,200.00 11 $ 26,400,00 5 Manhole-Std 4 Ft Diam-Added Depth over 6 Ft Depth)— Install VF $ 250.00 26 $ 61500,00 22 $ 51500,00 6 Manhole -Watertight Insert ~ Install EA $ 110.00 13 $ 11430,00 11 $ 1,210,00 7 Manhole -Vacuum Test ~ Services EA $ 175.00 13 $ 21275,00 11 $ 11925,00 8 Collar -Manhole — Install EA $ 320.00 13 $ 41160,00 11 $ 31520,00 9 Manhole -- Remove EA $ 530.00 13 $ 62890,00 11 $ 5,830.00 10 Inspection -Post Construction Cleaning & TV Stud LF $ 2.25 11240 $ 21790,00 19530 $ 31442,50 11 Trench Safety System 5 Foot Depth ~ Install LF $ 2.25 11750 $ 31937,50 21057 $ 4,628.25 12 Sewer Service4 Inch Service Tap ~ Install EA $ 385.00 30 $ 11,550.00 31 $ 11,935.00 13 Sewer Service-4 Inch ~ Install LF $ 23.00 510 $ 11,730,00 527 $ 12,121,00 14 Sewer Service4 Inch-2 Way Clean Out ~ Install EA $ 200.00 30 $ 6,000.00 31 $ 61200,00 15 Pavement-2 Inch HMAC on 6 Inch Flex Base -Temporary— Install LF $ 11.00 11240 $ 13,640.00 1 11530 $ 16,830,00 16 Pavement-2 Inch Min HMAC on 2/27 Concrete Base (2000-1A) ~ Install LF $ 63.50 0 $ - 0 $ - SUBTOTAL $ 164,102.50 SUBTOTAL $ 176,041.75 10% CONTfNGENCY $ 16,410.25 10% CONTINGENT $ 17,604.18 TOTAL $ 180,512.75 TOTAL $ 193,645,93 07-2007366-Contract-OPCC-0311 08-kmc.xlsx E B-4-B EXHIBIT "0-4-B" (SUPPLEMENT TO ATTACHMENT B) OPINION OF PROBABLE CONSTRUCTION COSTS -Sewer ENGINEERING DESIGN SERVICES ASSOCIATED WITH STREET RECONSTRUCTION, WATER AND SANITARY SEWER IMPROVEMENTS 2007 CO PROGRAM CD 2 City Project Nos. 00951, 00952, 00955, 00956, 00961, 00964 DOE Nos. 5910, 5911, 5912, 5913, 5914, 5915 PAY 2F Parsons TOTALS ITEM ITEM DESCRIPTION UNIT UNIT PRICE QTY AMOUNT QTY AMOUNT 1 Pipe-Sewer-8 Inch-SDR35 (All Depths) � Install LF $ 50.00 21050 $ 102,500,00 51555 $ 277,750,00 2 Pipe-Sewer-12 Inch-SDR35 (All Depths) ~ Install LF $ 100.00 0 $ - 250 $ 25,000,00 3 Pipe-Sewer-21 Inch-SDR35 (All Depths) � Install LF $ 165.00 0 $ - 650 $ 107,250.00 4 IManholemStd 4 Ft Diam-(to 6 Ft Depth) — Install EA $ 2,400.00 5 $ 12,000,00 43 $ 103,200,00 5 Manhole-Std 4 Ft Diam-Added Depth (over 6 Ft Depth) — Install $ 250.00 10 $ 21500,00 86 $ 21,500.00 6 Manhole -Watertight Insert � Install $ 110.00 5 $ 550.00 43 $ 4,730,00 7 Manhole -Vacuum Test -- Services $ 175.00 5 $ 875.00 43 $ 71525,00 8 Collar -Manhole _ Install rEA $ 320.00 5 $ 11600,00 43 $ 13,760.00 9 Manhole — Remove $ 530.00 5 $ 21650,00 43 $ 22,790.00 10 Inspection -Post Construction Cleaning & TV — Study $ 2.25 21050 $ 41612,50 6,455 $ 141523,75 11 Trench Safety System 5 Foot Depth — Install LF $ 2.25 21934 $ 61601,50 91124 $ 20,529,00 12 Sewer Service4 Inch Service Tap — Install EA $ 385.00 52 $ 20,020,00 157 $ 60,445,00 13 Sewer Service-4 Inch _ Install LF $ 23.00 884 $ 20,332.00 21669 $ 61,387.00 14 Sewer Service-4 Inch-2 Way Clean Out -- Install EA $ 200.00 52 $ 10,400.00 157 $ 31,400.00 15 Pavement-2 Inch HMAC on 6 Inch Flex Base -Temporary Install LF $ 11.00 21050 $ 22,550,00 61455 $ 71,005,00 16 Pavement-2 Inch Min HMAC on 2/27 Concrete Base (2000-1A) — Install LF $ 63.50 100 $ 61350,00 140 $ 81890,00 SUBTOTAL $ 213,541.00 $ 851,684.75 �o%CONTINGENT $ 21,354.10 $ 85,168.48 TOTAL $ 234,895,10 $ 9360853,23 TOTAL SEWER IMPROVEMENTS $ 936,853.23 07-2007366-Contract-O PCC-0311 08-km c.xlsx E B-4-B EXHIBIT "B-4-C" (SUPPLEMENT TO ATTACHMENT B) OPINION OF PROBABLE CONSTRUCTION COSTS -Street ENGINEERING DESIGN SERVICES ASSOCIATED WITH STREET RECONSTRUCTION, WATER AND SANITARY SEWER IMPROVEMENTS 2007 CO PROGRAM CD 2 City Project Nos. 00951, 00952, 00955, 00956, 00961, 00964 DOE Nos. 5910, 5911, 5912, 5913, 5914, 5915 PAY 2A Kearne ,Menefee, Loraine 8,150 LF x 28 FT 2B Damon, Holden, McLemore, Mur h 3,450 LF x 28 FT ITEM 1 Sign -Project Designation - Install EA $ 300.00 6 $ 1,800 9 $ 21700 2 Subgrade-Lime Stabilized-35 Ibs/sy - Install SY $ 2.30 28,072 $ 64,566 11,883 $ 27,332 3 Pavement-7 Inch - Install SY $ 30.00 251356 $ 7609667 10,733 $ 322,000 4 Subgrade-Lime for Stabilization - Install TN $ 100.00 491 $ 49,126 208 $ 200796 5 Pavement -Transition -Min 6 Inch HMAC - Install TN $ 95,00 378 $ 35,910 32 $ 21993 6 Utility Adjustment - Repair LS $ 51500,00 1 $ 51500 1 $ 5$00 7 Curb & Gutter- Remove LF $ 2.00 16,300 $ 32,600 61900 $ 131800 8 Curb-7 Inch - Install LF $ 3.50 161300 $ 57,050 61900 $ 24,150 9 Driveway, sidewalk, leadwalk, wheelchair ramps - Remove SF $ 2,00 100,016 $ 200,032 401540 $ 81,080 10 Driveway-6 Inch - Install SF $ 4.00 24,600 $ 981400 91000 $ 361000 11 4-inch standard concrete sidewalk, leadwalk - Install SF $ 3.00 72,416 $ 217,248 30,240 $ 90,720 12 4-inch standard concrete wheelchair ramps - Install SF $ 3.00 31000 $ 91000 11300 $ 31900 13 Meter Box -Adjustment - Services EA $ 40,00 150 $ 61000 81 $ 31240 14 Valve Box -Adjustment - Services EA $ 320.00 29 $ 91280 12 $ 3,840 15 Manhole -Adjustment - Services EA $ 375.00 9 $ 31375 2 $ 750 16 Topsoil - Install CY $ 12.00 31327 $ 39,924 1,408 $ 16,900 17 Pavement -Unclassified Street Excavation - Remove CY $ 13.00 4,674 $ 60,762 1,979 $ 25,721 18 Pavement -Silicone Joint Sealant - Install LF $ 2.D0 24,450 $ 481900 10,350 $ 20,700 74 awcut existing pavement $ 2.00 $ 480900 $ 20,700 SUBTOTAL $ 1,749,041 SUBTOTAL $ 722,822 10% CONTINGENCY $ 174,904 10% CONTINGENCY $ 72,282 SUBTOTAL $ 1,923,945 SUBTOTAL $ 795,104 TOTAL (DRAINAGE 5%) $ 2,020,142 $ 834,859 07-2007366-Contract-OPCC-0311 08-kmc.xlsx E B-4-D EXHIBIT "B-4-C" (SUPPLEMENT TO ATTACHMENT B) OPINION OF PROBABLE CONSTRUCTION COSTS -Street ENGINEERING DESIGN SERVICES ASSOCIATED WITH STREET RECONSTRUCTION, WATER AND SANITARY SEWER IMPROVEMENTS 2007 CO PROGRAM CD 2 City Project Nos. 00951, 00952, 00955, 00956, 00961, 00964 DOE Nos, 5910, 5911, 5912, 5913, 59143 5915 PAY 2C Calhoun, Jones 2D 23rd, Reffu io, 23rd west 1,950 LF x 36 FT 3,150 LF x 36 FT & 2,100 LF x 54 FT ITEM ITEM DES(;KIF'l [ON UNIT UNIT PRICE�� QIY AMOUNT CITY AMUUN I 1 Sign -Project Designation - Install EA $ 300,00 4 $ 11200 6 $ 11800 2 Subgrade-Lime Stabilized-35 Ibslsy - Install SY $ 2.30 8,450 $ 191435 26,950 $ 61,985 3 Pavement-7 Inch - Install SY $ 30,00 7,800 $ 234,000 25,200 $ 756,000 4 Subgrade-Lime for Stabilization - Install TN $ 100,00 148 $ 141788 472 $ 47,163 5 Pavement -Transition -Min 6 Inch HMAC - Install TN $ 95,00 41 $ 31848 324 $ 30,780 6 Utility Adjustment~ Repair LS $ 51500.00 1 $ 51500 1 $ 5,500 7 Curb & Gutter - Remove LF $ 2,00 31900 $ 71800 100500 $ 21,000 8 Curb-7 Inch - Install LF $ 3,50 31900 $ 130650 108500 $ 368750 9 Driveway, sidewalk, leadwalk, wheelchair ramps _ Remove SF $ 2,00 28,476 $ 56,952 67,750 $ 135,500 10 Driveway-6 Inch _ Install SF $ 4.00 91300 $ 37,200 14,250 $ 57,000 11 4-inch standard concrete sidewalk, leadwalk - Install SF $ 3,00 18,576 $ 558728 51,500 $ 154,500 12 4-inch standard concrete wheelchair ramps - Install SF $ 3,00 600 $ 13800 21000 $ 6,000 V Meter Box -Adjustment - Services EA $ 40,00 65 $ 23600 81 $ 39240 14 Valve Box -Adjustment - Services EA $ 320,00 8 $ 2,560 12 $ 36840 15 Manhole -Adjustment - Services EA $ 375,00 3 $ 19125 13 $ 4,875 16 Topsoil - Install CY $ 12,00 868 $ 101421 41827 $ 571924 1 Pavement -Unclassified Street Excavation - Remove CY $ 13.00 1,407 $ 18,290 47487 $ 58,333 18 Pavement -Silicone Joint Sealant - Install LF $ 2.00 61964 $ 136929 31,950 $ 631900 19 ISawcut existing pavement $ 2,00 $ 13,929 $ 63,900 SUBTOTAL $ 514,753 SUBTOTAL $ 115690990 10% CONTINGENCY $ 51,475 10%CONTINGENCY $ 156,999 SUBTOTAL $ 566,228 SUBTOTAL $ 11726,989 TOTAL (DRAINAGE 5%) $ 594,540 $ 11813,339 07-2007366-Contract-OPCC-0311 08-kmc.xlsx E B-4-D EXHIBIT "B-4-C" (SUPPLEMENT TO ATTACHMENT B) OPINION OF PROBABLE CONSTRUCTION COSTS -Street ENGINEERING DESIGN SERVICES ASSOCIATED WITH STREET RECONSTRUCTION, WATER AND SANITARY SEWER IMPROVEMENTS 2007 CO PROGRAM CD 2 City Project Nos. 00951, 00952, 00955, 00956, 00961, 00964 DOE Nos. 5910, 5911, 5912, 5913, 5914, 5915 PAY 2E 22nd, Lincoln 2F Parsons TOTALS 1,000 LF x 28 FT & 3,150 LF x 54 FT 2,000 LF x 28 FT ITEM 1 2 3 Sign -Project Designation -Install Subgrade-Lime Stabilized-35 Ibs/sy -Install Pavement-7 Inch -Install EA SY SY $ 300.00 $ 2.30 $ 30.00 5 23,394 22,011 $ 1,500 $ 53,807 $ 660,333 2 6,889 6,222 $ 600 $ 15,844 $ 186,667 32 105,639 97,322 $ 9,600 $ 242,969 $ 2,919,667 4 5 Subgrade-Lime for Stabilization -Install Pavement -Transition -Min 6 Inch HMAC -Install TN TN $ 100.00 $ 95.00 409 154 $ 40,940 $ 14,642 121 32 $ 12,056 $ 2,993 1,849 960 $ 184,868 $ 91,164 6 7 Utility Adjustment -Repair Curb &Gutter- Remove LS LF $ 5,500.00 $ 2.00 1 8,300 $ 5,500 $ 16,600 1 4,000 $ 5,500 $ 8,000 6 49,900 $ 33,000 $ 99,800 8 Curb-7 Inch ^Install LF $ 3.50 8,300 $ 29,050 4,000 $ 14,000 49,900 $ 174,650 9 10 11 Driveway, sidewalk, leadwalk, wheelchair ramps -Remove Driveway-6 Inch -Install 4-inch standard concrete sidewalk, leadwalk -Install SF SF SF $ 2.00 $ 4.00 $ 3.00 55,018 12,450 41,166 $ 110,036 $ 49,800 $ 123,504 21,250 3,750 17,100 $ 42,500 $ 15,000 $ 51,300 313,050 73,350 231,000 $ 626,100 $ 293,400 $ 693,000 12 4-inch standard concrete wheelchair ramps -Install SF $ 3.00 1,400 $ 4,200 400 $ 1,200 8,700 $ 26,100 13 14 Meter Box -Adjustment -Services Valve Box -Adjustment -Services EA EA $ 40.00 $ 320.00 85 10 $ 3,400 $ 3,200 50 6 $ 2,000 $ 1,920 512 77 $ 20,480 $ 24,640 15 Manhole-Adjustment_Services EA $ 375.00 11 $ 4,125 5 $ 1,875 43 $ 16,125 16 Topsoil -Install CY $ 12.00 2,621 $ 31,454 520 $ 6,235 13,571 $ 162,858 17 Pavement -Unclassified Street Excavation -Remove CY $ 13.00 3,895 $ 50,637 1,147 $ 14,911 17,589 $ 228,655 18 Pavement -Silicone Joint Sealant -Install LF $ 2.00 18,766 $ 37,532 6,000 $ 12,000 98,480 $ 196,961 awcu existing pavement $ 2.00 $ 37,532 $ 12,000 $ 196,961 SUBTOTAL $ 1,277,793 SUBTOTAL $ 406,600 $ 6,240,998 $ 6,240,998 10%CONTINGENCY $ 127,779 10%CONTINGENCY $ 40,660 $ 624,100 $ 624,100 TOTAL $ 1,405,572 TOTAL $ 447,260 $ 6,865,098 $ 6,865,098 TOTAL (DRAINAGE 5%} $ 1,475,850 $ 469,623 $ 7,208,353 $ 7,208,353 07-2007366-Contract-OPCC-0311 08-kmc.xlsx EB-4-D 0 N O W m �D w s m 0 m 0 0 inL C) ° y ° CD 0 o.o p .Q l0!! 0 0 0� O N 'O O (DD OrMIL oom O O <Drolk WN ®.y, N -� CD ® O Al ® (D 03 �, N -i rr SO M%O N N N m. `< <D N < a1 O c (M O (D CD 0r.O> � — .a a� tD C v tD `�. g 0 s. NCD N CD Ora- N �. 7 rMI O 0 O -ems C Q O rL .-t � C 0CD -_'tii,, CD <D .a <D Cn 0. 0 � �. �; _ < o a) � O. o O O. N N lD CD rMIL n N Q. cD C mO 'olL N o 0 a� N Q, o. 4) �m 0. <D N v 4) 0� 0� ID � M N O O 'a CO) O O cD a1 ° h CL (QO. CL O N o o O. _� 0 -h 0rook � 0) (1) N -p r N Q un 0 Al n (DEs MIS �- r '� 'a O N N N ;-t 0 Q. °, rt O o rMILo � Q (n N T D m Z v m Z --1 O N v v n z n Z v Z a r n rn O m ATTACHMENT"O" ENGINEERING DESIGN SERVICES ASSOCIATED MTH 2001 CRITICAL CAPITAL PROJECT (Council District 2) City Project Nos. 00951, 009$2, 009554 00956, 00961, 00964 ID 1 Task Hama atice to Proceed P<uen Odays SUA Mon rival Man 3(3A8 eB 1211 eh8 16 69 2716' AnIMMV MM 1'k2l'et2 w20 23' 14'm Ely' WS VIr29. 19V 1 129 O 23' 13' 40d25 IS'ec 27'nt7'IfbT*1 28'x21' a 1 ] 15 l 42 10l0 3 ll 19 ] 5 14t 6 11 2 ) IS 3 1 9 pp 1010 6 4 t2 0 5 131 2 to 6] II 19 7 5 130f 9 6 14 2 ll Ib 4 1 9 I] 5 2 101E 4 12 8 5 13 1 ] tb93 1 5 13 1 6 1412 B II Ij IIIt II II IP IlII _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ -1-1- ran' rLti, �r _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ —I— _ _ _ _ _ _ _ 2 e-Er 3ufeerumg 10 days Mon 3fdN8 Fri 3/74A8 _ _ ' §n'-!Z--'j LI _ -I- _ _ _ _ _ _ _ _ _ _ _ _ _ -I- .I. -1- _ _ _ _ _ _ _1- _ _ -I- -I- -I- -I- _ _ -I- 3. anceptual Plan Submittal 25 days Man 3117 Fri4/16,08 r r, r r r r r. it _ _______ ___4nt�.Yf ___ __ __ ____ ___ ___ __ _ _______ ____ __ ___ ____ ___ _ _ ____ _ __ _ ___ _______ __ __ ______ _ _ _ _ _ _ ___ _ _ 4 City Review 70 days Mon 421 A8 Fri 52A8 _ _ _ I ' _ ..�i f_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 5 opographie Survey (Project 1) 15 days Mon Fri 523rOB I r r r a r r r,,, r, r -'- f 7 _ _ _ _ _ ' _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ns ' _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _1- IF _ _ _ _ _ _ _ _ _ _ _ 6 opographtic Survey (Project 283) 60 days Man SSAB Fri 72SDB _ _ _ _ _ 'ISrlrz6 -1 K _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I SuM6ttal(Prded l) 10 days Man Fri 6/u U0 _ _ _ _ _ _ _ _ _ -I- _ _ _ _ _ _ _ _ _ _INN _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ SuMnidal (Prajed283) 40days Man 728= Fd9/19A8 __ __ __ _ __ � SFr.•___ ___ ___ ___ __ _ _ _ _ _ _ _ _ __ _ __ _ __ ___ _ _ __ _ __ _ _ __ __ _ _ _ __ __ _ __ _ __ 9 ubmd (A%Ptans and Spas. (Project i) Odays Fri Fri65/08 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 91is-] _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ tB ubmfl 60% Plane and Specs. (Projed283) Odays Fri 9/19A8 Fri 9119A8 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 6 _ _ _ _ P. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ If Neighborhood[ Meeting (Project i) Odays Fri 65r08 Fri 61GA8 __ _ __ __ _ _ ___ ___ __ _ __ __ __ __ _ _ If9' 1 __ ___ ___ _ ___ ___ __ __ _ __ __ ___ fi ei9ldwr Img ( olect _ hood Mee" Pr' 283 Oda n Fri 9/19A8 Fri 9/79A8 ___ __ ____ _ ___ _ _ __ __ __ _ ______ __ ______ __ _ _ __ _____ ___ _ _________ _ _ __ __ ____ ___ _ _ _ _ _ __ ___ ____ ___ _ _ _ _ _ _ _ _ __________ __ ___ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ -I- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 643 W13 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ .1. _ _ _ _ _ _ _ _ _ _ I9rj2 'Sa6_r_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ -I- _ _ -I- _ _ r, r„ r, 1 1, r r I r �r- 7 -r -,- r 7 -r -� r 7 -I-I.r 26n- _ _ _ _ rtnc �_� �_ _ _ _ _ _ _ _ _ -I- _ _ _ _ _ _ _ _ _ _ _ _ -I- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 'I- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - -I- - - - . - - - . - - -I 9 - - - - vI � ' " - - - -I- _ _ - - ' ' ' - ' F. ' ' - - - - - - - ' - - - - - 'I- -a- _ _ _ _ _ -vie. v2a _,_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ -I- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ .I— _ _ _ _ _ _ _ I. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _II _ _•_tali �_ _ 3 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ —I— _ _ —I— _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ r, r , r, r r „ , r , r r I,_r-IJ_r_. A r _ �!_r-- - r , , r r r , r , I r . ____ ____ ___L2J_'_! r' ' r r r . , r r r r r r r r , . r , r r r � -r-� � -r -r- tozli r"� 7 -' _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _9.1_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ -1_ _ _ _ _ _ _ _ _ _ _ _ __ _ __ __ __ _ Fh7,_ V 4_ I. __ __ __ __ __ __ _ ___ __ _ ___ _ __ ___ __ __ __ __ _ __ _ __ _ __ ___ _ ____ ____ ___ ____ 't=4_'_ ____ ____ _ ______ _ ___ _ ___ _ ____ ____ _ ___ _ _ _ __ _ __ __'I' _ _ ____ _ _ __ _ _ _____ ______ _ _ _ _ _ _ _ _ _ _'_ ' -5A, J _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I. _ _ _ „ r, u, r r r r r, r r r - r - v 7 -r -. - r 7 ', - r - r ) -, - r ) _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ It vn' , -1l R 7 t - r - r) t - r - 1 7 1 - ._ T _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ __ __r 2' _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - nt' --- -" - -' - - llnr r - _ _ - - - - - - - - ' - - - - - - I 1 - - - - - - - I - - - - - —I— _ __ _ ___ _ ___ ___ �]I '7lis 1__ ___ ___ _ _ _ __ __ _ .1. _ _ _ __ _ _ __ _ _ _ ___ __ _ ___ _ ___ ___ ____ __ _ _ _ _ _ _ I1un0, I I I _ _ _ _ ___ _ __ ___ __ __ _ __ __ __ __ ___ ___ __ __ __ __ __ __ _ - I I _ _ _ _ _ _ _ _ _ _ -I- _ _ _ _ _ _ _ _ _ _ _ 7n8� _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - �- - --- -�� �-- -- IVU-I- -- _' '- - - -' '- -- -- -- -- -- -- -- _________________ ____ _>:]afr ___ ____ _______ ___ _________________________ _ __ ____ _____ _ __ _ _ _ _ _ r W15 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ "' - - - _ _ _ I. _ _ _ _ _ _ _ _ _ _ _ _ _ • in1111 . -IV12' -I- _ I. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ .. _______ ___________ __ ____ ___ N15___ ______ ____ ________ _________ ___________ ____ ___ __________ ___ ________ ________ ______ - - - --- 1. A-- -�� --- -. .1 .-"i21i2;-�-� "" -- -- I. - -- -' _ __ - -- - - ___ _-A- _ __ _ 'I 'I- __ ___ rani last -r -I_ _ ___ 'I _I __ __ _ ____ 'I -I_ _ ___ _ ___ ____ ___ _ _ ___ ___ ___ __ _ _ _ __ _ _ __ __ _ _ ___ __ __ _ _ __ _ __ __ _ __ ___ ___ _ _ _ ___ 112M5, _nits__ _ _ _ _ __ _ _ __ ___ __ _ _ _ __ _ ___ __ _ _ _ __ __ __ _ __ -I- _ _ _ _ -I- _ _ _ _ _ _ _ _ �_,_ _ _ _ _ _ _ _ _ -I- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ -I- _ _ _ _ -a- _ _ ___ __ _______I 1 ___ ___ ____ _ _ ____ ____ _'`lute__ __ ________ __ _ ____ ____ ____________ __ _ _ _ _ ___ _____ ______ __ __ _ __ _ _ ______ _ _ _ _ _ _ _ _ _ _ , _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __________ ___________ ____ _____ ____ ______ __ - _ _ _ _ ____ ______ __ ________ _ _ __ ____ _ ,1vrzr - - - -- _ - - - - -- --- -- - -- -- Mtn r - - - - - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ____ ____ _ _____________ _____ _ __ ____ ________ __ __ _____ ______ _ _________ ____ ____ ___________ __ _ __ ______ __ _ - - -- - - to , - - _ _ _ _ _ _ _ _ _ _ I. . , 15 . _ _ _ _ _ _ _ _ _ _ _ _ _ I. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _I_ _ _ _ __ _ _ _____ _ ____ ___ _ _____ _ ___ _ _ _____ ______ ___ _' a r__________ ____ ___ ____ ___ _ _ ___ __ __ _ _ __ ____ ___ -I- __ ____ __ _______ ____ It. _ _ _ _ _ _ _ _ _ _ _ _ _ _ -I- _ _ rt9' _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _r. ,6 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 11:_:_ r _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _1 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Iut2 _ _ _ _ _ _.51y_ _ _ _ _ _ _ _ _ _ _ _ _ _ I. _ _ _II _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _II _ _I_ _ _ _ _ _ I 0 I 13 Submit Plans for UttltY Coordination (Project 1) 0days Fri Fri 65A8 14 ubm# Plans for My Coordwlion (Project 283) 0days Fri BASICS F6911 sm 15 City Review (PT l) SdaYs Mon Fil9NB Fri 6/7308 16 City Review (Project 283) 5days Mon Fri 926A8 17 Franchise Ulda3' Relocations (Project i) 30 days Amon EHl08 Fri 7/18r08 18 Franchise My' Rebcaeons (Projeq 2 8 3) 40 days Mon 9 Fri 11I74A18 12 ncorporate 60% comments 890% Submidal (Pr*Fst 1) 5days Mon 6/1 Fri 620108 m ncoporate 60% comments 890% Submittal(Praject283) 15 days Man 929NB Fri 70//7N8 21 ubrrat 90% Plans and Specs.(Prajecl 7) Odays Fri 620A8 Fri 620A8 n ubnk 90% Plans and Specs. (Prolec/283) 0days Fri 10117 Fri 1(M17AB 23 9y Review(Projed l) 5days 14on Fri627A8 24 dY Review (Project 283) 5days Mont Fri 1024M8 25 ncorpwate 90% w'nments B Fula Submitted (Pr oject 7) tOdays Mon Fri?/11108 26 Incorporate 90% camrmenls 8 Final 8ubnvttal (Project 2 8 3) 10 days Mon 1027/68 Fd 11 m zr plans Pecs ( roject ) uhm9 Fula and P 1 Oda Fri l/ii F'7 n !11/08 2e utun? Final plans and Specs (Project 2 8 3) 0 days Fri 77Y7A8 Fri 112A8 29 Circulate playa fur Signatures (Project 7) 5days Mon 7/14 Fri?/iRAB p aculale plane for Signatures 8 wesPr' 2 3 Wa (Project ) § Sdas Y Mon 11/i F" i114A)B nt 31 Advertise Promed (Pagatct l) Odays Fri 7/1 Fri7n=8 3z a Projed(Projed 283) 0days Fri 11/14 Fri11114,06-- 33 rlisemeM Duration Accelerat (Project 7 ( ed1( 1M ) 20 days Ys Mon 727AB Fri 8/15A)8 34 Advertisement Duration (AcceMrated)(PrujeG2&3) 20 days Mon 17/1TM— Fri 12/12IOB pan Bids Pr' i ( bed ) Oda s Y Fri BnSM Fri B/75A8 26 pen Bids(Pf*d 283) 0days Fri 121/ Fri 1211ZD8-- a] 1 B C Circulation process(Prcjed l) 5days Mon on am Fd B22M 38 BCCuwAation process (Projed283) 5days Mon 12/15A8 Fri 171/9,08 39 Council Award(Projed l) 0days Fti822A8 Fri B21g9 m Council Award (Pra}ed 283J Odays Fri 12/19A8 Fri 17/19PoB 41 ecute Codrsd Documents (Project 1) sewAeC 70 days Mon B25M Fri 95A8 4 2 Contract DocwnentS Pr' 283 ( Oda 7 s Y Mon 1 Fri 72r09 ILI e-Construction Neighborhood Mete tirg(Project l) Odays Fri Fri9F L18 44 t re.Cons rud N* M Prwed283 enghbortv3ad eeta+g ( ) Odas Y Fri t Fri 1/209 45 Pro-CwtStrucli an (Project 7 meeting( ry ) Odays Fri 915e0B Fri 95r08 re-Consnuction meedmg(Projed 283) Odays Fri Fri 12I09 47 Water and Sewer Cansbuclim (Projed 1) 90 days Man 9mm Fri 1ISM9 43 Water and Sewer CmsWclion(Project 283) 175days Mont Fri 974159 emeM Construction (Project l) 80 days Mon il/ Fri 5/7N9 _ _ _ _ _ _ _ _ _ _ _ _ II _ _ _ _ _ _iI4_ _ _II -sI_ vI _ _ -II_ rI -II_ II _ _ _ _ _ III _ _ __y7 _ _ _ _ _ _ _ _ _ _ 1I vemeM Canstn3ction (Project 2 8 3) 170 days Man 977 Fri 4ldOnO It NOTE: Duration In working days. 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