HomeMy WebLinkAboutR-2018-137 City To Approve The Final Change Order For The Melaleuca Watermain Project Phase I Contract With Everglades Contracting LLC; Reducing Contract Amt From $384,585.48 To $260,710.69 RESOLUTION NO. 2018-137
A RESOLUTION OF THE CITY COMMISSION OF THE CITY OF DANIA
BEACH, FLORIDA, AUTHORIZING THE PROPER CITY OFFICIALS TO
APPROVE THE FINAL CHANGE ORDER FOR THE MELALEUCA
WATERMAIN PROJECT PHASE I CONTRACT WITH EVERGLADES
CONTRACTING LLC; REDUCING THE CONTRACT AMOUNT FROM
THREE HUNDRED EIGHTY FOUR THOUSAND FIVE HUNDRED EIGHT
FIVE DOLLARS AND FORTY EIGHT CENTS ($384,585.48) TO TWO
HUNDRED SIXTY THOUSAND SEVEN HUNDRED TEN DOLLARS AND
SIXTY NINE CENTS ($260,710.69) FOR A NET FINAL CHANGE ORDER
REDUCTION IN THE AMOUNT OF ONE HUNDRED TWENTY THREE
THOUSAND EIGHT HUNDRED SEVENTY FOUR DOLLARS AND
SEVENTY NINE CENTS ($123,874.79); PROVIDING FOR CONFLICTS
FURTHER, PROVIDING FOR AN EFFECTIVE DATE.
WHEREAS, a construction bid was awarded on March 13, 2018 and an Agreement was
approved in an amount of Three Hundred Eighty Four Thousand Five Hundred Eighty Five
Dollars and Forty Eight Cents ($384,585.48) with Everglades Contracting, LLC., for the
Melaleuca Watermain Project Phase I Project pursuant to Resolution 2018-038; and
WHEREAS, this project was originally bid with contingencies for muck removal,
however that became unnecessary during project execution; and
WHEREAS, this project has a large deduct change order in the amount of One Hundred
Twenty Three Thousand Eight Hundred Seventy Four Dollars and Seventy Cents ($123,874.70),
attached as Exhibit"A"; and
WHEREAS, the adjusted final Contract amount is now Two Hundred Sixty Thousand
Seven Hundred Ten Dollars and Sixty Nine Cents ($260,710.69); and
WHEREAS,this final change order will allow project and financial closeout with all
remaining funds returned to the Water Fund Reserves;
NOW, THEREFORE, BE IT RESOLVED BY THE CITY COMMISSION OF THE
CITY OF DANIA BEACH,FLORIDA:
Section 1. That the foregoing "Whereas" clauses are true and correct and they are
incorporated into this Resolution by this reference;
Section 2. That the City Commission authorizes the City Manager to modify the
contract amount to Two Hundred Sixty Thousand Seven Hundred Ten Dollars and Sixty Nine
Cents ($260,710.69) with approval of a final reduction change order in the amount of One
Hundred Twenty Three Thousand Eight Hundred Seventy Four Dollars and Seventy Nine Cents
($123,874.79).
Section 3. That the Melaleuca Watermain Project shall be closed and all remaining
funding will be returned to the Water Fund Reserves.
Section 4. That the City Manager and City Attorney are authorized to make minor
revisions to such documents as are deemed necessary and proper for the best interests of the
City.
Section 5. That all resolutions or parts of Resolutions in conflict with this Resolution
are repealed to the extent of such conflict.
Section 6. That this Resolution shall be in force and take effect immediately upon its
passage and adoption.
PASSED AND ADOPTED on September 25, 2018.
ATTEST:
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THOMAS SCHNEIDER, CMC TAMARA JA S
CITY CLERK [ISH�1 MAYOR
APPROVED AS TO FC AND CORRECTNESS:
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THOMAS . ANS§AO
CITY ATTORNEY
2 RESOLUTION#2018-137
PROJECT ACCOUNTING ANALYSIS
MELALEUCA WATER MAIN PROJECT PHASE 1 -EVERGLADES CONTRACTING LLC
ITEM DESCRIPTION OF WORK BID UNITS BID BID REVISED $AMOUNT $TOTAL
NO. QUANTITY UNIT VALUE QUANTITY NET CHANGE OF CHANGE COMPLETED
PRICE COMPLETED WITH CHANGE
ORDER Comments
1 12"C900 WC DR 14 200 PSI Water Pipe(Blue) 1,700 LF $ 42.00 $ 71,400.00 2,075.00 375 $ 15,750.00 $ 87,150.00 Addition
2 8"C900 PVC DR 14 200 PSI Water Pipe(Blue) 200 LF $ 25.51 $ 5,102.00 81.00 -119 $ (3,035.69) $ 2,066.31 Deduction
3 6"C900 PVC DR 14 200 PSI Water Pipe(Blue) 200 LF $ 18.66 $ 3,732.00 46.00 -154 $ (2,873.64) $ 858.36 Deduction
4 12 Inch Gate Valves 4 EA $ 2,467.18 $ 9,868.72 3.00 -1 $ (2,467.18) $ 7,401.54 Deduction
5 8 Inch Gate Valves 2 EA $ 1,370.92 $ 2,741.84 2.00 0 $ - $ 2,741.84
6 6 Inch Gate Valves 6 EA $ 951.73 $ 5,710.38 7.00 1 $ 951.73 $ 6,662.11 Addition
7 Connection to 12"Directional Drill on NW 12th
Ave 1 EA $ 3,331.79 $ 3,331.79 1.00 0 $ - $ 3,331.79
8 12x12 Tee RJ MJ 2 EA $ 1,160.91 $ 2,321.82 3.00 1 $ 1,160.91 $ 3,482.73 Addition
9 12x6 Tee RJ W 3 EA $ 1,105.85 $ 3,317.55 3.00 0 $ - $ 3,317.55
10 12x8 Tee RJ W 2 EA $ 1,156.22 $ 2,312.44 1.00 -1 $ (1,156.22) $ 1,156.22 Deduction
11 8x6 Tee RJ MJ 1 EA $ 792.82 $ 792.82 1.00 0 $ - $ 792.82
12
6x6 TS&V w Secondary Valve Separate above 3 EA $ 3,922.17 $ 11,766.51 3.00 0 $ - $ 11,766.51
13 12-6 Reducers RJ MJ 2 EA $ 547.10 $ 1,094.20 2.00 0 $ - $ 1,094.20
14 12-8 Reducers RJ MJ 2 EA $ 567.01 $ 1,134.02 1.00 -1 $ (567.01) $ 567.01 Deduction
15 8-6 Reducers RJ W 1 EA $ 429.03 $ 429.03 1.00 0 $ - $ 429.03
16 Caps(6 or 8)RJ MJ 2 EA $ 429.89 $ 859.78 4.00 2 $ 859.78 $ 1,719.56 Addition
17 Usc Fittings RJ W-Bends or Not Otherw ise
Not Accounted For) 1,200 LBS $ 12.48 $ 14,976.00 1,781.92 581.92 $ 7,262.36 $ 22,238.36 Addition
18 Fire Hydrants Assembly(Valve Plus Restraints) 3 EA $ 5,368.86 $ 16,076.58 2.00 -1 $ (5,358.86) $ 10,717.72 Deduction
19 Bedding Stone 500 TN $ 17.77 $ 8,885.00 22.56 -477.44 $ (8,484.11) $ 400.89 Deduction
20 Remove Unsuitable Materials 1,500 TN $ 11.07 $ 16,605.00 0.00 -1500 $ (16,605.00) $ - Deduction
21 Clean Fill 1,500 TN $ 8.32 $ 12,480.00 0.00 -1500 $ (12,480.00) $ Deduction
22 Trench Protection(As Needed 1,800 LF $ 2.69 $ 4,842.00 0.00 -1800 $ (4,842.00) $ - Deduction
23 Proctor Test(3rd Party) 5 EA $ 55.00 $ 275.00 2.00 -3 $ (165.00) $ 110.00 Deduction
24 Asphalt Test(3rd Party) 5 EA $ 165.00 $ 825.00 0.00 -5 $ (825.00) $ - Deduction
25 Pre-Construction Video of Pipe Run 1 EA $ 756.00 $ 756.00 1.00 0 $ - $ 756.00
26 Post-Construction Video or Pipe Run 2 EA $ 621.00 $ 1,242.00 0.00 -2 $ 1,242.00) $ - Deduction
27 Pressure Test and Clearance 1 EA $ 495.00 $ 495.00 1.00 0 $ - $ 495.00
28 Bacterial Sample Points 6 EA $ 396.00 $ 2,376.00 6.00 0 $ - $ 2,376.00
29 Service Connections-Connect Cut Services to
12"Main 10 EA $ 2,551.57 $ 25,515.70 0.00 -10 $ (25,515.70) $ - Deduction
30 Soft Digs at Gas Pipe/Aft Duct Bank Crossing 2 LS $ 2,090.00 $ 4,180.00 2.00 0 $ - $ 4,180.00
31 Mobilization 1 LS $ 33,506.00 $ 33,506.00 1.00 0 $ - $ 33,506.00
32 Asphalt Patch 1,500 SY $ 44.12 $ 66,180.00 1,082.00 -418 $ (18,442.16) $ 47,737.84 Deduction
33 Repair of Concrete Fence 2 LS $ 5,400.00 $ 10,800.00 0.00 -2 $ (10,800.00) $ - Deduction
34 Landscaping 1 LS $ 3,655.30 $ 3,655.30 1.00 0 $ - $ 3,655.30
35 Contigency 1 LS $ 35,000.00 $ 35,000.00 0.00 -1 $ (35,000.00) $ - Deduction
ORIGINAL CONTRACT $ 384,686.48 1 $ (123,874.79) $ 260,710.69 Net Deduct