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2023-114
SECOND EXTENSION TO AND AMENDMENT TO AGREEMENT FOR CONSTRUCTION OF WATER, SEWER AND RECLAIMED WATER LINE REPLACEMENTS/EXTENSIONS AND MISCELLANEOUS ANNUAL REQUIREMENTS LABOR CONTRACT This Second Extension and Amendment to that certain Agreement to provide Construction of Water, Sewer and Reclaimed Water Line Replacements/Extensions and Miscellaneous Annual Requirements is entered into effective as of July 7, 2023 by and between Indian River County, a political subdivision of the State of Florida ("County") and CK Contractors and Development, LLC ("Contractor"). BACKGROUND RECITALS WHEREAS, the County and the Contractor entered into an Agreement for Construction of Water, Sewer and Reclaimed Water Line Replacements/Extensions and Miscellaneous Annual Requirements effective July 7, 2020; and WHEREAS, Paragraph 4 of the Agreement contains the term and renewal provisions; and WHEREAS, the first term commenced effective as of July 7, 2020 and will end on July 6, 2022; and WHEREAS, the first extension commenced effective July 7, 2022 and will end on July 6,2023; and WHEREAS, pursuant to the Agreement, the parties desire to extend the Agreement for an additional one year; and WHEREAS, the parties desire to amend the contract pricing provided in Exhibit 1; and NOW, THEREFORE, in consideration of the foregoing, and other good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged, the County and the Contractor agree as follows: 1. The background recitals are true and correct and form a material part of this Second Extension and Amendment. 2. The Second renewal term shall commence effective July 7, 2023 and shall end on July 6, 2024. There are no more renewals available on the contract. 3. Exhibit 1 to the agreement is replaced with Exhibit 1 — Second Amendment 4. All other terms and provisions of the Agreement shall be unchanged and remain in full force and effect. IN WITNESS WHEREOF, the parties have caused this Second Extension and Amendment to be executed effective the day and year first set forth above. CK Contractors and Development, LLC. /1By:` A-, Printed name: i A41 &60'� Title: MA,y,A.Q;, e> M63 -y l B g2� (Corporate Seal) Date: Cvs- 20 INDIAN RIVER COUNTY, FL( BOARD OF COUNTY COMMIS 61 Attest: Jeffrey R. Smith, Clerk of Circuit Court And C 7ptroller De uty Clerk Approved: J'o'hn A. 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$ V3 T luaA3 A3uaSlaw3 (e) u01lezl!!goy4 TV S3JI8d/150311Nn - V NOIU35 (uo!lellelsu!+ leualeyy) alud i!un lelol 177-£7 Pas!Aay uo!sualx3 3si (u0!leyelsu! +!elJale W) aoud 1!u(n !elol yelsul aoud 1!ufl Pas!na8 4Z -EZ uo!sualx3 1sT p!g a7ud 3!u(1 pa0elsu! !el�aleyy awd 3!un pas!nay qZ-fZ uo!sualx3 lsi p!g anld Uu(n !eualeyy 3!u(n Al!lutn>) uo!ld!lxaO '0N wall 170aw001anaa g siouejiuoJ 110) Z tuowpuauxv- T 71914x3 Item No. Description quantity Unit Material Unit Price Bid 1st Extension 23-24 Revised Unit Price Material Installed Unit6Extension23.24 Price BidUnit Revised Total Unit Price Price (Material+unit Install Installation) 1st Extension Revised 23-24 total Price (Material + Installation) (d) 10'-12' 1 EA. $ 3,798.94 $ 4,317.49 $ 4,555.82 $ 3,394.47 $ 4,070.77 $ 7,193.41 $8,175.31 $8,626.59 (e) 12'-14' 1 EA. $ 4,375.34 $ 4,972.57 $ 5,247.06 $ 3,747.27 $ 4,493.86 $ 8,122.61 $9,231.35 $9,740.92 Al2 Mechanical Joint Bell Restraints-PVC $ - $ - S0•00 (a) 2-inch 1 EA. $ 35.27 $ 40.08 $ 42.29 $ 31.36 $ 35.64 $ 37.61 $ 66.63 $75.72 $79.90 (b) 4-Inch 1 EA. $ 41.88 $ 47.60 $ 50.22 $ 62.72 $ 71.28 $ 75.22 $ 104.60 $118.88 $125.44 (c) 6-inch 1 EA. $ 52.90 $ 60.12 $ 63.44 $ 62.72 $ 71.28 $ 75.22 $ 115.62 $131.40 $138.66 (d) 8-Inch 1 EA. $ 88.17 $ 100.20 $ 105.73 $ 62.72 $ 71.28 $ 75.22 $ 150.89 $171.48 $180.95 (e) 10-inch 1 EA. $ 154.29 $ 175.36 $ 185.03 $ 94.08 $ 106.92 $ 112.82 $ 248.37 $282.28 $297.86 (f) 12-inch 1 EA. $ 165.32 $ 187.88 $ 198.25 $ 125.44 $ 142.56 $ 150.43 $ 290.76 $330.44 $348.68 (g) 16-inch 1 EA. $ 385.74 $ 438.39 $ 462.59 $ 240.80 $ 273.67 $ 288.78 $ 626.54 $712.06 $751.36 (h) 18-inch 1 EA. $ 440.84 $ 501.01 $ 528.67 $ 213.92 $ 243.12 $ 256.54 $ 654.76 $744.13 $785.21 (i) 2O-inch 1 EA. $ 606.16 $ 689.90 $ 726.92 $ 213.92 $ 243.12 $ 25654 $ 820.08 $932.02 $9111 0) 24-inch 1 EA. $ 881.68 $ 1,002.03 $ 1,057.34 $ 213.92 $ 243.12 $ 25654 $ 1,095.60 $1,245.15 $1,313.88 A13 Mechanical Joint Bell Restraints-Ductile Iron $ - $ - $0.00 (a) 2-inch 1 EA. $ 39.35 $ 44.72 $ 47.19 $ 31.36 $ 35.64 $ 37.61 $ 70.71 $80.36 $84.79 (b) 4-Inch 1 EA. $ 137.76 $ 156.57 $ 165.21 $ 62.72 $ 71.28 $ 75.22 $ 200.48 $227.85 $240.43 (c) 6-inch I EA. $ 192.87 $ 219.19 $ 231.29 $ 62.72 $ 71.28 $ 75.22 $ 255.59 $290.48 $306.51 (d) 8-inch 1 EA. $ 231.44K$263.03 $ 277.55 $ 62.72 $ 71.28 5 75.22 $ 294.16 $334.31 $352.77 (e) 10-inch 1 EA. $ 341.6588.29 $ 409.72 $ 94.08 $ 106.92 $ 112.82 $ 435.73 5495.21 $522.54 (f) 12-Inch 1 EA. $ 407.7863.44 $ 489.02 $ 125.44 $ 142.56 S 150.43 $ 533.22 $606.00 $639.45 (g) 16-inch 1 EA. $ 677.7970.31 $ 812.83 $ 240.80 $ 273.67 $ 288.78 $ 918.59 $1,043.98 $1,101.61 (h) 1&Inch 1 EA. $ 837.6051.93 $ 1,004.47 $ 213.92 $ 243.12 $ 256.54 $ 1,051.52 $1,195.05 $1,261.01 (i) 20-Inch 1 EA. $ 1,035.9777.38 $ 1,242.38 $ 213.92 $ 243.12 $ 256.54 $ 1,249.89 $1,420.50 $IA98.92 24-inch 1 EA. $ 1,190.8353.38 $ 1,428.09 $ 213.92 $ 243.12 $ 256.54 $ 1,404.75 $1,596.50 $1,684.63 A14 Ductile Iron Fittings 1 TONS $ 8.91 $ 10.13 $ 10.68 $ 4,401.60 $ 5,002.42 $ 5,278.55 $ 4,410.51 $5,012.54 $5,289.24 (C-153 Compact Fittings) $ - $ $0.00 (Interior Cement Lined) $ - $ - $0.00 AIS Ductile Iron Fittings 1 TONS $ 8.91 $ 10.13 $ 10.68 $ 5,091.52 $ 5,786.51 $ 6,105.9P $ 5,100.43 $5,796.64 $6,116.61 (C-153 Compact Fittings) $ - $ $0.00 (Interior Cement Uned and Exterior Fusion Bonded Epoxy Coated) $ - $ $0.00 A16 Ductile Iron Fittings 1 TONS $ 8.91 $ 10.13 S 10.68 $ 5,091.52 S 5,786.51 $ 6,105.93 $ 5,100.43 $5,796.64 $6,116.61 (C-153 Compact Fittings) $ - $ $0.00 (Interior Epoxy Coated) $ - $ $0.00 A17 Fitting Restraint (Per one (1) unit) $ - $ $0.00 (b) 4-inch 1 EA. $ 30.86 $ 35.07 $ 37.01 $ 54.88 $ 62.37 $ 65.81 $ 85.74 $97.44 $102.82 (c) 6-inch 1 EA. $ 33.06 $ 37.58 $ 39.65 $ 54.88 S 62.37 $ 65.81 $ 87.94 $99.95 $105.46 (d) 8-inch 1 EA. $ 46.29 $ 52.61 $ 55.51 $ 54.88 $ 62.37 $ 65.81 $ 101.17 $114.98 $121.32 (e) 10-Inch 1 EA. $ 88.17 $ 100.20 $ 105.73 $ 81.76 $ 92.92 $ 98.05 $ 169.93 $193.12 $203.78 (f) 12-Inch 1 EA. $ 99.19 $ 112.73 $ 118.95 $ 108.64 $ 123.47 $ 130.28 $ 207.83 $236.20 $249.24 (g) 16-Inch 1 EA. $ 209.40 $ 237.98 $ 251.12 $ 188.16 $ 213.84 $ 225.65 $ 397.56 $451.83 $476.77 (h) 18-Inch 1 EA. $ 242.46 $ 275.56 $ 290.77 $ 188.16 $ 213.84 $ 225.65 $ 430.62 $489.40 $516.42 (i) 20-inch 1 EA. $ 292.06 $ 331.92 $ 350.24 $ 168.00 $ 190.93 $ 201.47 $ 460.06 $522.85 $551.72 0) 24-inch 1 EA. $ 347.16 $ 394.55 $ 416.33 $ 168.00 $ 190.93 $ 201.47 $ 515.16 $585.48 $617.80 A18 Fitting Restraint (Per one (1) per unit) $ - $ - $0.00 (Stainless Steel Hardware) $ - $ - $0.00 (b) 4-inch 1 EA. $ 102.38 $ 116.36 S 122.78 $ 70.56 $ 80.19 $ 84.62 $ 172.94 $196.55 $207.40 (c) 6-inch 1 EA. $ 137.95 $ 156.78 $ 165.43 $ 80.64 $ 91.65 $ 96.71 $ 218.59 $248.43 $262.14 (d) 8-inch 1 EA. $ 165.32 $ 187.88 $ 198.25 $ 106.40 $ 120.92 $ 127.60 $ 271.72 $308.80 $325.85 (e) 10-Inch 1 EA. $ 251.94 $ 286.33 $ 302.13 $ 141.12 $ 160.38 $ 169.24 $ 393.06 $446.71 $471.37 (f) 12-Inch 1 EA. $ 259.78 $ 295.24 $ 311.53 $ 212.80 $ 241.85 $ 255.20 $ 472.58 $537.08 $566.73 (g) 16-Inch 1 EA. $ 459.73 S 522.48 $ 551.32 $ 385.28 $ 437.87 $ 462.04 $ 845.01 5960.35 $1,013.37 (h) 18-inch 1 EA. $ 527.43 S 599.43 $ 632.51 $ 427.84 $ 486.24 $ 513.08 $ 955.27 $1,085.67 $1,145.60 (i) 20-inch 1 EA. $ 629.86 $ 715.83 5 755.34 $ 427.84 $ 486.24 $ 513.08 $ 1,057.70 $1,202.07 $1,268.43 0) 24-Inch 1 EA. 5 727.39 S 826.67 $ 872.31 $ 549.92 $ 624.98 $ 659.48 $ 1,277.31 $2,451.66 $1,531.79 A19 ITapping Sleeve and Valve $ - $ - $0.00 (pressure test & tap Included) $ - $ - $0.00 (a) 6"x6" 1 EA. $ 1,778.79 S 2,021.59 $ 2,133.19 $ 1,467.20 $ 1,667.47 $ 1,759.52 $ 3,245.99 $3,689.07 $3,892.70 (b) 8"x6" 1 EA. $ 1,864.75 S 2,119.29 $ 2,236.28 $ 1,467.20 $ 1,667.47 $ 1,759.52 $ 3,331.95 $3,786.76 $3,995.79 (c) B"x8" 1 EA. $ 2,457.68 $ 2,793.16 $ 2,947.34 $ 1,467.20 $ 1,667.47 $ 1,759.52 $ 3,924.88 $4,460.63 $4,706.86 (d) 10" x 6" 1 EA. $ 2,025.66 $ 2,302.16 $ 2,429.24 $ 1,467.20 $ 1,667.47 $ 1,759.52 $ 3,492.86 $3,969.64 $4,188.76 (e) 10" x B" 1 EA. $ 2,524.96 $ 2,869.62 $ 3,028.02 $ 1,467.20 $ 1,667.47 $ 1,759.52 $ 3,992.16 $4,537.09 $4,787.54 (f) 12"x6" 1 EA. $ 2,195.38 $ 2,495.05 $ 2,632.78 $ 1,508.64 $ 1,714.57 $ 1,809.21 $ 3,704.02 $4,209.62 $4,441.99 (g) 12"x8" 1 EA. $ 2,800.44 $ 3,182.70 $ 3,358.38 5 1,508.64 $ 1,714.57 $ 1,809.21 $ 4,309.08 $4,897.26 $5,167.59 (h) 12"x12" 1 EA. $ 4,608.26 $ 5,237.29 $ 5,526.39 $ 1,508.64 $ 1,714.57 $ 1,809.21 $ 6,116.90 $6,951.86 $7,335.60 (1) 16" x 6" 1 EA. $ 2,360.70 $ 2,682.93 $ 2,831.03 $ 1,508.64 $ 1,714.57 $ 1,809.21 $ 3,869.34 $4,397.50 $4,640.25 A20 Resilient Seat Gate Valve Assemblies $ - $ - $0.00 (a) 2-inch 1 EA. $ 355.16 $ 403.64 $ 425.93 $ 244.16 $ 277.49 $ 292.81 $ 599.32 $681.13 $718.73 (b) 4-inch 1 EA. $ 577.50 $ 655.33 $ 692.56 $ 366.24 $ 416.23 $ 439.21 $ 943.74 $1,072.56 $1,131.77 (c) 6-inch 1 EA. $ 704.24 $ 800.37 $ 844.55 S 489.44 $ 556.25 $ 586.95 $ 1,193.68 $1,356.62 $1,431.50 (d) 84nch 1 EA. $ 1,018.34 $ 1,157.34 $ 1,221.23 $ 586.88 $ 666.99 $ 703.81 $ 1,605.22 $1,824.33 $1,925.04 (e) 10-Inch 1 EA. $ 1,578.14 $ 1,793.55 $ 1,892.55 $ 651.84 $ 740.82 $ 781.71 $ 2,229.98 $2,534.37 $2,674.26 2 of 840 E 8Z'S6Z'Z$ Z4'TLT'Z$ Z9'OT6'T $ Sb'L95'T $ St4'SS6'T $ ,0'LO£"T $ E8'EZL $ L6'S89 $ 85'E09 $ 'V3 I S I (ir04s9l8u!s)„T (e) 00'0$ $ (u!ew jolem ja8ews jo „g 471m uo!launfuw u! palxulsuoa) 00'0$ - S - $ P0111A) AlleluOZIJOH -saaln oS ja3eM Z£V 60'[85'5$ Z8'66Z'S$ 88'8591, $ 56'985 $ SZ'9SS $ bb'6817 $ IT'000'S $ LS'8£L'b S ,b'69T'b $ 'tl3 T (Suol algnop).z (4) SS'S6Z'S$ 95'810'5$ 08'Sib`b $ S6'985 $ SZ'9SS $ b,'68b $ ETSOL'b $ TE'ZW11 $ 9E'9Z6'E $ 'tl3 T (uo4s algnop).Z (8) SL'OT9'E$ L81Z4'E$ 88'010'£ $ S6'96S $ SZ'9SS $ b,'68b $ 08'EZO'E $ Z9'S98'Z $ bb'TZS'Z $ 'V3 T (Suol 818u!s z (;) 86'OZ£'E$ 8L'gbT'E$ £8'891'Z $ 56'985 $ SZ'9SS $ b,'68b $ ZTEELZ $ £S'065'Z $ 6E'6LZ'Z $ 'V3 T (1j04sal8u!s).Z (a) Z4'6ZS'T$ T,'6bb'IS £E'SLZ'T $ 56'985 S SZ'9SS $ b,-680 $ L4'Z66 $ 9TE68 $ 68 -SEL $ 'tl3 T (Buolalgnop),T (p) 9E'£TS'T$ 61'bEb'I$ ,6'T9Z'T $ 56'98S $ SZ'9SS S „'68, $ T4'9Z6 $ S6'LL8 $ OS'ZLL $ 'tl3 T (1jo4salgnop).1 (a) 19'199'1$ 90'96Z'T$ O,'O,I'T $ 56'985 $ SZ'9SS $ „'684 $ S9'08L $ ZS'6EL S 96'OS9 $ 'V3 T (Suol al8u!s).1 (q) 6L'OTE'T$ ZZ'Z,Z'l$ ZO'E60'T $ S6'98S $ SZ'9SS $ ,4684 $ E8'EZL $ L6'S89 $ -is 'E0 S$ 'tl3 T (ljobs alou!s).1 (e) 00'0$ - 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T 31gl4x3 Item Description No. ;Quantity Unit Material Price Unit Bid 1st Extension 23-24 Revised UnitPrice Installed Unit Price Bid 1st Extension 23-24 Revised Total Unit Price Unit Price (Material +Material Install Installation) 1st Extension Revised 23-24 total unit Price (Material +Installation) (b) 1" (single long) EA. $ 603.58 $ 685.97 $ 723.83 $ 1,307.04 $ 1,485.45 $ 1,567.45 $ 1,910.62 $2,171.42 $2,291.28 (c) 1" (double short) EA. $ 772.50 $ 877.95 $ 926.41 $ 1,307.04 $ 1,485.45 $ 1,567.45 $ 2,079.54 $2,363.40 $2,493.86 (d) 1" (double long) EA. $ 785.89 $ 893.16 $ 942.47 $ 1,307.04 $ 1,485.45 $ 1,567.45 $ 2,092.93 $2,378.61 $2,509.91 (e) 2" (single short) 1 EA. $ 2,279.39 1 $ 2,590.53 $ 2,733.52 $ 1,480.64 $ 1,682.75 $ 1,775.64 $ 3,760.03 $4,273.27 $4,509.16 2" (single long) 1 EA. $ 2,315.44 $ 2,631.50 S 2,776.76 $ 1,480.64 $ 1,682.75 $ 1,775.64 $ 3,796.08 $4,314.24 $4,552.39 (g) 2" (double short) 1 EA. $ 3,926.36 $ 4,462.31 $ 4,708.63 $ 1,480.64 $ 1,682.75 $ 1,775.64 $ 5,407.00 $6,145.06 $6,484.26 (h) 2" (double long) 1 EA. $ 4,169.44 $ 4,738.57 $ 5,000.14 $ 1,480.64 $ 1,682.75 $ 1,775.64 $ 5,650.08 $6,421.32 $6,775.77 k(f) A33 Water Services (on 6" or smaller main) $ $ - $0.00 (constructed on existing water main) $ - $ - $0.00 (a) 1" (single short) 1 EA. $ 603.58 S 685.97 $ 723.83 $ 489.44 $ 556.25 $ 586.95 $ 1,093.02 $1,242.22 $1,310.79 (b) 1" (single long) 1 EA. $ 603.58 $ 685.97 $ 723.83 $ 489.44 $ 556.25 $ 586.95 $ 1,093.02 $1,242.22 $1,310.79 (c) I" (double short) 1 EA. $ 772.50 $ 877.95 $ 926.41 $ 489.44 $ 556.25 $ 586.95 $ 1,261.94 $1,434.19 $1,513.36 (d) 1" (double long) 1 EA. $ 785.89 $ 893.16 $ 942.47 $ 489.44 $ 556.25 $ 586.95 $ 1,275.33 $1,449.41 $1,529.42 (e) 2" (single short) 1 EA. $ 2,279.39 $ 2,590.53 $ 2,733.52 $ 533.12 $ 605.89 $ 639.34 $ 2,812.51 $3,196.42 $3,372.86 (f) 2" (single long) 1 EA. $ 2,315.44 $ 2,631.50 $ 2,776.76 $ 533.12 $ 605.89 $ 639.34 $ 2,848.56 $3,237.39 $3,416.09 (g) 2" (double short) 1 EA. $ 3,926.36 S 4,462.31 $ 4,708.63 $ 533.12 $ 605.89 $ 639.34 $ 4,459.48 $5,068.20 $5,347.96 (h) 2"(double long) 1 EA. $ 4,169.44 $ 4,738.57 $ 5,000.14 $ 533.12 $ 605.89 $ 639.34 $ 4,702.56 $5,344.46 $5,639.47 A34 Water Services- Horizontally Drilled 1 1 $ - $ - $0.00 (constructed on existing 6" or smaller water main) $ - $ - $0.00 (a) 1" (single short) 1 EA. $ 603.58 $ 685.97 $ 723.83 $ 1,307.04 $ 1,485.45 $ 1,567.45 $ 1,910.62 $2,171.42 $2,291.28 (b) 1" (single long) 1 EA. $ 603.58 $ 685.97 $ 723.83 $ 1,307.04 $ 1,485.45 $ 1,567A5 $ 1,910.62 $2,171.42 $2,291.28 (c) 1" (double short) 1 EA. $ 772.50 $ 877.95 $ 926.41 5 1,307.04 $ 1,485.45 $ 1,567.45 $ 2,079.54 $2,363.40 $2,493.86 (d) 1" (double long) 1 EA. $ 785.89 $ 893.16 $ 942.47 $ 1,307.04 $ 1,485.45 $ 1,567.45 $ 2,092.93 $2,378.61 $2,509.91 (e) 2" (single short) 1 EA. $ 2,279.39 $ 2,590.53 $ 2,733.52 $ 1,480.64 $ 1,682.75 $ 1,775.64 $ 3,760.03 $4,273.27 $4,509.16 (f) 2" (single long) 1 EA. $ 2,315.44 $ 2,631.50 S 2,776.76 $ 1,480.64 $ 1,682.75 $ 1,775.64 $ 3,796.08 $4,314.24 $4,552.39 (g) 2- (double short) 1 EA. $ 3,926.36 $ 4,462.31 $ 4,708.63 $ 1,480.64 $ 1,682.7-1$ 1,775.64 $ 5,407.00 $6,145.06 $6,484.26 (h) 2" (double long) 1 EA. $ 4,169.44 $ 4,738.57 $ 5,000.14 $ 1,480.64 $ 1,682.75 $ 1,775.64 $ 5,650.08 $6,421.321 $6,775.77 4 of Exhibit 1- Amendment 2 (CK Comnctors 8 Dawkwmem) Item Description No. Quantity Unit Material Unit Price Bid 1St Extension 23-24 Revised Unit Price Material Installed Unit Price Bid 1st Extension 23-24 Revised Total Unit Price Unit Price (Material + Install Installation) 1st Extension Revised 23-24 total unit Price (Material +Installation) A35 lWater Services Additional Footage $ - $ - $0.00 (a) I 1" HDPE Water Service 1 L.F. $ 1.99 $ 2.26 $ 2.38 $ 9.78 $ 11.11 $ 11.73 $ 11.77 $13.37 $14.11 (b) 2" HDPE Water Service 1 L.F. $ 7.73 $ &78 $ 9.26 $ 9.78 $ 11.11 $ 11.73 $ 17.50 $19.89 $20.99 A36 Water Services saddle size adjustments $ - $ - $0.00 (constructed on water main 6" or larger) $ - $ - $0.00 (a) 6" 1 EA. $ 95.79 $ 108.87 $ 114.87 $ 162.40 $ 184.57 $ 194.76 $ 258.19 $293.43 $309.63 (b) 8" 1 EA. $ 109.18 $ 124.08 $ 130.93 $ 162.40 $ 184.57 $ 194.76 $ 271.58 $308.65 $325.69 (c) 10" 1 EA. $ 132.87 $ 151.01 $ 159.34 $ 162.40 $ 184.57 $ 194.76 $ 295.27 $335.57 $354.10 (d) 12" 1 EA. $ 154.50 $ 175.59 $ 185.28 $ 162.40 $ 184.57 $ 194.76 $ 316.90 $360.16 $380.04 (e) 16" 1 EA. $ 211.15 S 239.97 $ 253.22 $ 162.40 $ 184.57 $ 194.76 $ 373.55 $424.54 5447.97 A37 Blow -off Assembly 1 EA. $ 745.72 $ 847.51 $ 894.29 $ 162.40 $ 184.57 $ 194.76 $ 908.12 $1,032.08 $1,089.05 A38 Fire Hydrant Assembly(includes tee) $ - $ - $0.00 (constructed with new water main) 1 EA. $ 3,195.06 $ 3,631.19 $ 3,831.63 $ 1,428.00 $ 1,622.92 $ 1,712.51 $ 4,623.06 $5,254.11 $5,544.13 A39 Fire Hydrant Assembly $ $ - $0.00 (constructed on existing water main) 1 EA. $ 4,751.39 $ 5,399.95 $ 5,698.03 $ 1,428.00 $ 1,622.92 $ 1,712.51 $ 6,179.39 $7,022.88 $7,410.54 A40 Bacteriological Sample Point $ - $ - $0.00 (constructed on new water main) 1 EA. $ 164.80 $ 187.30 $ 197.63 $ 293.44 $ 333.49 $ 351.90 $ 458.24 $520.79 $549.54 A41 Bacteriological Sample Point $ - $ - $0.00 (using a water service or fire hydrant) 1 EA. $ 164.80 $ 187.30 S 197.63 $ 293.44 $ 333.49 $ 351.90 $ 458.24 $520.79 $549.54 A42 2" Manual Air Release Valve 1 EA. $ 4,284.80 $ 4,869.68 $ 5,138.48 $ 651.84 $ 740.82 S 781.71 $ 4,936.64 $5,610.49 $5,920.19 A43 2" Automatic Air Release Valve 1 EA. $ 4,605.13 $ 5,233.73 $ 5,522.63 $ 574.56 $ 652.99 $ 689.03 $ 5,179.69 $5,1131 $6,211.66 A44 Dewatering $ - $0.00 (a) 0'-6' 1 LF. NA $ 18.91 $ 21.49 $ 22.67 $ 18.91 $21A9 $22.67 (b) 6'-12' 1 LF. NA $ 22.16 $ 25.19 $ 26.58 $ 22.16 $25.19 $26.58 (c) 12'-18' 1 LF. NA $ 28.27 $ 32.13 $ 33.90 $ 28.27 $32.13 $33.90 A45 Remove Pressure Pipe $ $ - $0.00 $0.00 (a) 3" 1 LF. NA $ 7.34 $ 8.34 $ 8.80 $ 7.34 $8.34 $8.80 (b) 4" 1 LF. NA $ 9.78 $ 11.11 $ 11.73 $ 9.78 $11.11 $11.73 (c) 6" 1 L.F. NA $ 9.78 S 11.11 $ 11.73 $ 9.78 $11.11 $11.73 (d) 8" 1 L.F. NA $ 9.78 $ 11.11 $ 11.73 $ 9.78 $11.11 $11.73 (e) 10" 1 L.F. NA $ 12.06 $ 13.71 $ 14A7 $ 12.06 $13.71 $14.47 (f) 12" !LF. NA $ 15.09 $ 17.15 $ 18.09 $ 15.09 $17.15 $19.09 (g) 16" 1 LF. NA $ 17.24 $ 19.59 $ 20.67 $ 17.24 $19.59 $20.67 (h) I Cost Credit I LF. NA $ 0.10 $ 0.11 $ 0.12 $ 0.10 1 $0.11 $0.12 A46 Grout and Abandon Pressure Pipe $ $0.00 (a) 3" 1 LF. $ 1.15 $ 1.31 $ 1.38 $ 2.87 $ 3.26 $ 3.44 $ 4.02 $4.57 $4.82 (b) 4" 1 L.F. $ 1.15 $ 1.31 $ 1.38 $ 2.87 $ 3.26 $ 3.44 $ 4.02 $4.57 $4.82 (c) 6" 1 L.F. $ 2.48 $ 2.82 $ 2.98 $ 3.83 $ 4.35 $ 4.59 $ 6.31 $7.17 $7.57 (d) 8" 1 L.F. $ 2.98 $ 3.38 $ 3.57 $ 3.83 $ 4.35 $ 4.59 $ 6.81 $7.74 $8.16 (e) 10" 1 LF. $ 3.97 $ 4.51 $ 4.76 $ 4.59 $ S.22 $ 5.51 $ 8.56 $9.73 $10.26 (f) 12" 1 LF. $ 4.79 $ 5.44 $ S.74 $ 4.59 $ 5.22 $ 5.51 $ 9.38 $10.66 $11.25 (g) 14" 1 LF. $ 5.62 $ 6.39 $ 6.74 $ 5.75 $ 6.53 $ 6.89 $ 11.37 $12.92 $13.63 (h) 16" 1 LF. $ 6.45 $ 7.33 $ 7.73 $ 5.75 $ 6.53 $ 6.89 $ 12.19 $13.86 $14.62 (i) 18" 1 LF. $ 7.27 $ 8.26 $ 8.72 $ 5.75 $ 6.53 $ 6.89 $ 13.02 $14.79 $15.61 0) 20" 1 LF. $ 8.10 $ 9.20 $ 9.71 $ 5.75 S 6.53 $ 6.89 $ 13.84 $15.73 $16.60 (it) 22" 1 L.F. $ 8.93 $ WAS $ 10.71 $ 5.75 $ 6.53 $ 6.89 $ 14.68 $16.68 $17.60 (1) 24" 1 LF. $ 9.59 $ 10.90 $ 11.50 $ 7.66 $ 8.71 $ 9.19 $ 17.25 $19.60 $20.69 A47 Remove Sanitary Sewer Main $ $ $0.00 (a) 8" 1 L.F. NA $ - S 9.63 $ 10.95 $ 11.55 $ 9.63 $10.95 $11.55 (b) 10" 1 LF. NA $ - $ 11.01 $ 12.51 $ 13.20 $ 11.01 $12.51 $13.20 (b) 12" 1 LF. NA $ - $ 12.85 $ 14.60 $ 15.41 $ 12.85 $14.60 $15.41 (c) 18" 1 LF. NA $ - $ 19.26 $ 21.89 $ 23.10 $ 19.26 $21.89 $23.10 (d) 24" 1 L.F. NA $ - $ 22.01 S 25.01 S 26.39 $ 22.01 $25.01 $26.39 (e) Cost Credit I L.F. NA $ - $ 0.10 $ 0.11 $ 0.12 $ 0.10 $0.11 $0.12 A48 Grout and Abandon Sanitary Sewer Main $ - $ $0.00 (a) 8" 1 L.F. $ 2.98 $ 3.38 $ 3.57 $ 4.59 $ 5.22 $ 5.51 $ 7.57 $8.60 $9.08 (b) 10" 1 L.F. $ 3.97 $ 4.51 $ 4.76 $ 5.11 $ 5.80 $ 6.12 $ 9.07 $10.31 $10.88 (b) 12" 1 L.F. $ 4.79 $ 5.44 $ 5.74 $ 5.33 $ 6.06 $ 6.39 $ 10.12 $11.50 $12.14 (c) 18" 1 L.F. $ 7.27 $ 8.26 $ 8.72 $ 6.56 $ 7.46 $ 7.87 $ 13.84 $15.72 $16.59 (d) 24" 1 L.F. $ 9.59 $ 10.90 $ 11.50 $ 11.49 $ 13.06 $ 13.78 1 $ 21.08 1 $23.961 $25.26 5 of Item No. Description Quantity Unit Material Unit Price Bid 1st Extension 23-24 Revised Unit Price Material Installed Unit Price Bid 1st Extension 23-24 Revised Total Unit Price Unit Price (Material- Install Installation) 1st Extension Revised unit Pricea total (Material Ma +Installation) A49 Remove Sanitary Sewer Manhole $ - $ - $0.00 (a) 0'-6' 1 EA. $ 316.21 $ 359.37 $ 379.21 $ 848.96 $ 964.84 $ 1,018.10 $ 1,165.17 $1,324.22 $1,397.31 (b) 6'-8' 1 EA. $ 316.21 $ 359.37 $ 379.21 $ 848.96 S 964.84 $ 1,018.10 $ 1,165.17 $1,324.22 $1,397.31 (c) 8'-10' 1 EA. $ 474.83 $ 539.64 $ S69.43 $ 1,234.24 $ 1,402.71 $ 1,480.14 $ 1,709.07 $1,942.36 $2,049.58 (d) 10'-12' 1 EA. $ 474.83 $ 539.64 $ 569.43 $ 1,281.28 $ 1,456.17 $ 1,536.56 $ 1,756.11 $1,995.82 $2110S-99 (e) 12'-14' 1 EA. $ 592.25 $ 673.09 $ 710.25 $ 1,498.56 $ 1,703.11 $ 1,797.13 $ 2,090.81 $2,376.21 $2,507.37 A50 Outside drop on Manhole I $ - $ - $0.00 (3) 6'-8' 1 EA. $ 644.78 $ 732.79 $ 773.24 5 1,105.44 $ 1,256.33 S 1,325.68 $ 1,750.22 $1,989.13 $2,098.92 (b) 8'-10' 1 EA. $ 747.78 $ 849.85 $ 896.76 5 1,105.44 $ 1,256.33 $ 1,325.68 $ 1,853.22 $2,106.18 $2,222.45 (c) 10'-12' 1 EA. $ 1,056.78 $ 1,201.03 $ 1,267.33 $ 1,284.64 $ 1,459.99 $ 1,540.58 $ 2,341.42 $2,661.02 $2,807.91 A51 Relocate Fire Hydrant 1 EA. $ 242.05 $ 275.09 $ 290.27 $ 1,428.00 $ 1,622.92 $ 1,712.51 $ 1,670.05 $1,898.01 $2,002.78 A52 2" Jumper Connection 1 EA. $ 1,478.05 $ 1,679.80 $ 1,772.53 $ 873.60 $ 992.85 $ 1,047.65 $ 2,351.65 $2,672.65 $2,820.18 A53 Asbestos Pipe Abatment $ - $ - $0.00 (a) 6" 1 LF. NA $ - $ 73.92 $ 84.01 $ 88.65 $ 73.92 $84.01 $88.65 (b) 8" 1 LF. NA $ - $ 75.04 $ 85.28 $ 89.99 $ 75.04 $85.28 $89.99 (c) 10" 1 LF. NA $ - $ 76.16 $ 86.56 $ 91.33 $ 76.16 $86.56 $91.33 (d) 12" 1 LF. NA $ - $ 77.44 $ 88.01 $ 92.86 $ 77.44 $88.01 $92.86 (e) 16" 1 L.F. NA $ $ 79.07 $ 89.87 $ 94.83 $ 79.07 $89.87 $94.83 A54 Root Barrier 1 LF. $ 16.53 $ 18.79 $ 19.83 $ 11.20 $ 12.73 $ 13A3 $ 27.73 $31.52 $33.26 A55 Utility Pole Support 1 EA 5 10.30 $ 1L71 $ 1235 $ 1,484.00 j $ 1,686.57 S 1,779.66 $ 1,494.30 $1,698.27 $1,792.02 A56 Remove and Reinstall Trees 1 EA $ 463.50 $ 526.77 $ 555.85 $ 280.00 $ 318.22 $ 335.79 $ 743.50 $844.99 $891.63 A57 Schedule 40 PVC Casing Pipe $ - $0.00 (a) 4" 1 LF. NA $ 9.78 $ 11.11 $ 11.73 $ 9.78 $11.11 $11.73 (b) 6" 1 LF. NA $ 9.78 $ 11.11 $ 11.73 $ 9.78 $11.11 $11.73 (c) 8" 1 LF. NA $ 9.78 $ 11.11 $ 11.73 $ 9.78 $11.11 $11.73 (d) 10" 1 LF. NA $ 9.78 $ 11.11 $ 11.73 $ 9.78 $11.11 $11.73 (e) 12" 1 LF. NA $ 12.06 $ 13.71 $ 14.47 $ 12.06 $13.71 $14.47 (f) 14" 1 LF. NA $ 12.06 $ 13.71 $ 14.47 $ 12.06 $13.71 $14.47 (g) 16" 1 LF. NA $ 12.06 $ 13.71 $ 14.47 $ 12.06 $13.71 $14.47 (h) 18" 1 LF. NA $ 12.06 $ 13.71 $ 14.47 $ 12.06 $13.71 $14.47 (I) 20" 1 LF. NA $ 12.06 $ 13.71 $ 14.47 $ 12.06 $13.71 $14.47 0) 22" 1 LF. NA $ 12.06 $ 13.71 $ 14.47 $ 12.06 $13.71 $14.47 (k) 24" 1 LF. NA $ 12.06 $ 13.71 $ 14.47 $ 12.06 $13.71 $14.47 ASS Steel casing $ - $0.00 (a) 4" 1 LF. NA $ 9.78 $ 11.11 $ 11.73 $ 9.78 $11.11 $11.73 (b) 6" 1 LF. NA $ 9.78 $ 11.11 $ 11.73 $ 9.78 $11.11 $11.73 (c) 8" 1 L.F. NA $ 9.78 $ 11.11 $ 11.73 $ 9.78 $11.11 $11.73 (d) 10" 1 LF. NA $ 9.78 $ 11.11 $ 11.73 $ 9.78 $11.11 $11.73 (e) 12" 1 L.F. NA $ 12.06 $ 13.71 $ 14.47 $ 12.06 $13.71 $14.47 (f) 14" 1 LF. NA $ 12.06 S 13.71 $ 14.47 $ 12.06 $13.71 $14.47 (g) 16" 1 LF. NA $ 12.06 $ 13.71 $ 14.47 $ 12.06 $13.71 $14.47 (h) 18" 1 LF. NA $ 12.06 $ 13.71 $ 14.47 $ 12.06 $13.71 $14.47 (1) 20" 1 LF. NA $ 12.06 $ 13.71 $ 14.47 $ 12.06 $13.71 $14.47 0) 22" 1 L.F. NA $ 12.06 $ 13.71 $ 14.47 $ 12.06 $13.71 $14.47 (k) 24" 1 L.F. NA $ 12.06 $ 13.71 S 14.47 $ 12.06 $13.71 $14.47 0 $0.00 SECTION B - Restoration 0 $0,00 81 Pavement Repair and Replacement 0 $0.00 a Asphalt Road 1 S.Y. $ 19.57 $ 22.24 $ 23.47 $ 24.64 $ 28.00 $ 29.55 $ 44.21 $50.24 $53.02 b) Asphalt Driveway 1 S.Y. $ 20.60 $ 23.41 $ 24.70 $ 24.64 $ 28.00 $ 29.55 $ 45.24 $51.42 $54.25 (c) Asphalt Millings 1 S.Y. $ 6.18 $ 7.02 $ 7.41 $ 24.64 $ 28.00 $ 29.55 $ 30.82 $35.03 $36.96 d Asphalt overlay 1 S.Y. $ 4.64 $ 5.27 $ 5.56 $ 14.00 S 15.91 $ 16.79 $ 18.64 $21.18 $22.35 (e) Add. 5-3 Asphalt 1 Tan $ 108.15 $ 122.91 $ 129.70 $ 72.80 $ 82.74 $ 87.30 $ 180.95 $205.65 $217.00 (f) Cold Mix Asphalt 1 Ton $ 77.25 $ 87.79 $ 92.64 $ 22.40 $ 25.46 $ 26.86 $ 99.65 $113.25 $119.50 (g) Concrete Driveway (6") 1 S.V. $ 46.35 $ 52.68 $ 55.58 $ 11.20 $ 12.73 $ 13.43 $ 57.55 $65.41 $69.02 (h) Concrete Sidewalk (4") 1 S.V. $ 36.05 $ 40.97 $ 43.23 $ 11.20 $ 12.73 $ 13.43 $ 47.25 $53.70 $56.66 (1) Concrete Curb $ - $ - $0.00 1. Curb and Gutter 1 LF. $ 17.51 $ 19.90 $ 21.00 $ 7.84 $ 8.91 $ 9.40 $ 25.35 $28.81 $30.40 2.'D' Curb 1 L.F. $ 16.48 $ 18.73 $ 19.76 $ 3.36 $ 3.82 $ 4.03 $ 19.84 $22.55 $23.79 0) Concrete Driveway Paver Block 1 S.Y. $ 43.26 $ 49.16 S 51.88 $ 8.96 $ 10.18 $ 10.75 $ 52.22 $59.35 $62.62 (k) Lime rock Driveway 1 S.Y. $ 18.03 $ 20.49 $ 21.62 $ 8.40 $ 9.55 $ 10.07 $ 26.43 $30.03 $31.69 (1) Asphalt sidewalk 1 S.Y. $ 18.54 $ 21.07 $ 22.23 $ 28.00 $ 31.82 $ 33.58 $ 46.54 $52.89 $55.81 B2 Milling Asphalt 1 S.Y. $ 5.15 $ S.BS $ 6.18 $ 16.80 $ 19.09 $ 20.15 $ 21.95 $24.95 $26.32 B3 Coquina Rock Base 1 C.Y. $ 14.94 $ 16.97 $ 17.91 $ 8.96 $ 10.18 $ 10.75 $ 23.90 $27.16 $28.66 B4 Flowable Fill $ $ - $0,00 (a) 10 - 4 cy (include short load fees) 1 C.Y. 5 169.95 $ 193.15 $ 203.81 $ 22.40 S 25.46 $ 26.86 $ 192.35 $218.61 $230.67 (b) 14 - 8 cy (include short load fees) 1 C.Y. $ 159.65 $ 181.44 $ 191.46 $ 20.16 S 22.91 $ 24.18 $ 179.81 $204.35 $215.63 (c) I> 8cy 1 C.Y. $ 139.05 $ 158.03 $ 166.75 $ 17.92 $ 20.37 $ 21.49 $ 156.97 $178.40 $188.24 BS Miscellaneous Materials $ - $ - $0.00 (a) Sand 1 C.Y. $ 7.21 S 8.19 $ 8.65 $ 28.00 $ 31.82 $ 33.58 $ 35.21 $40.02 $42.23 (b) JFIII 1 I C.V. 1 $ 5.67 $ 6.44 $ 6.79 $ 39.20 $ 44.55 $ 47.01 $ 44.87 $50.99 $53.80 Sof8 FIM 6£'B$ 96'1$ 00'L $ We $ 96'L $ 00'L $ VN -IH T dwnd dwns wdS OOOT (M) 66'Lt$ SO'LT$ 00'ST $ 66'LT $ SO -LT $ 00 -ST $ VN -JH T pnil ialeM (A) L61►$ 8136£$ 00'SE $ L6'T► $ 8136E $ 00'S£ $ VN -IH T ape!g xog (n) 09'E$ T►'E$ 00'£ $ 09'£ $ T►'E $ OO'E $ VN -JH I iax!yy luawa:) (1) 6£'8$ 96'1$ 00'L $ 6E'8 $ 96'L $ 00'L $ VN -JH I iaPlaM (s) 66'TT$ LETT$ 00'OT $ 66'Tt $ LE'TT $ 00'01 $ VN 'JH T ManilBulp!aM (i) 66'Tt$ LETT$ 00'01 $ 66'TT $ LETS $ 00'01 $ VN 'JH T iallotl (b) ZE'8ZT$ ltg.TZT$ 00'LOT $ ZE'8ZT S T9'TZT $ 00 LOT $ VN -JH I Ilepei9 WLS 1.9$ 00'9 $ OZ'L $ U'9 $ 00'9 $ VN -JH T .,I)A+es laoils o OZ'L$ 28'9$ 00'9 $ OZ'L $ Z8'9 $ 00'9 $ VN 'JH T (»,T) -85.40 mJ (u) OZ'T$ ►T'T$ 00'1 $ OZ'T $ K'T $ 00'T $ VN -JH T per Su!dwni (w) 6S-6$ 60'6$ 00'8 S 6S'6 $ 60'6 $ 00'8 $ VN -JH T ioloedwo:)ale!d'Aatl (1) 66'TT$ LETT$ 00'01 $ 66'TT $ LE'TT $ 00'01 $ VN '11 T iallotl 8ulleiq!A Pu!48q 1!!eM (i!) 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NA $ 45.00 $ 51.14 $ 53.97 $ 45.00 $51.14 $53.97 (b) Foreman 1 Hr. NA $ 80.00 $ 90.92 $ 95.94 $ 80.00 $90.92 $95.94 (c) Supervisor 1 Hr. NA $ 95.00 $ 107.97 $ 113.93 $ 95.00 $107.97 $113.93 (d) 3 man crew Includes 1 supervisor 1 Hr. NA 5 215.00 $ 244.35 $ 257.84 $ 215.00 $244.35 $257.84 (e) 4 man crew, includes 1 supervisor 1 Hr. NA $ 260.00 $ 295.49 $ 311.80 $ 260.00 $295.49 $311.80 (f) 5 man crew Indudes 1 supervisor 1 Hr. NA $ 305.00 $ 346.63 $ 365.77 $ 305.00 $346.63 $365.77 D3 Overtime Crew Hourly Rates $ $0.00 (a) Crew Man 1 Hr. NA $ 67.50 $ 76.71 S 80.95 $ 67.50 $76.71 $80.95 (b) Foreman 1 Hr. NA $ 120.00 S 136.38 $ 143.91 $ 120.00 $136.38 $143.91 (c) Supervisor 1 Hr. NA $ 135.00 $ 153.43 $ 161.90 $ 135.00 5153.43 $161.90 (d) 3 man crew includes 1 supervisor 1 Hr. NA $ 322.50 $ 366.52 $ 386.75 $ 322.50 $366.52 $386.75 (e) 4 man crew includes 1 supervisor I Hr. NA $ 390.00 $ 443.24 $ 467.70 $ 390.00 $443.24 $467.70 (f) 5 man crew includes 1 supervisor 1 Hr. NA $ 457.50 $ 519.95 $ 548.65 $ 457.50 $519.95 $548.65 D4 Nightime Crew Hourly Rates $ $0.00 (a) Crew Man 1 Hr. NA $ 69.00 $ 78.42 $ 82.75 $ 69.00 $78.42 $82.75 (b) Foreman 1 Hr. NA $ 120.00 $ 136.38 $ 143.91 $ 120.00 $136.38 $143.91 (c)Supervisor 1 Hr. NA $ 135.00 $ 153.43 $ 151.90 $ 135.00 $153.43 $161.90 (d) 3 man crew includes 1 supervisor 1 Hr. NA $ 322.50 $ 366.52 $ 386.75 $ 322.50 $366.52 $386.75 (e) 4 man crew includes 1 supervisor 1 Hr. NA S 390.00 $ 443.24 $ 467.70 $ 390.001 $443.24 $467.70 (f) 5 man crew includes 1 supervisor 1 Hr. NA $ 457.50 $ 519.95 $ 548.65 $ 457.501 $519.95 $548.65 SECTION E: Miscellaneous Materials & Sub -Contractors El IMaterials Actual Cost +10% E2 Sub -Contractor Actual Cost +10% Total (CK Contractors and Development): $ 526,624.27 $598,508.48 $631,546.15 8 of