793-Maxwell SECTION 00681
CHANGE ORDER FORM
Project Title: Country Club Rd./OId Lake Mary Rd. Utility Relocation
City IFB No. 98/99-07
Agreement Date: April 26, 1999
Change Order No. 2 (FINAL)
Engineer Job No. S0620.04
Contractor: Maxwell Contracting, Inc.
Engineer: CPH Engineers, Inc.
This Change Order is necessary to cover changes in the work to be
performed under this Agreement. The GENERAL CONDITIONS,
SUPPLEMENTARY CONDITIONS, and STANDARD SPECIFICATIONS
apply to and govern all work under this Change Order.
THE FOLLOWING CHANGES ARE MADE TO THE CONTRACT DOCUMENTS:
(1)
(2)
(3)
(4)
(5)
(6)
(7)
(8).
(9)
Original Contract Pdce
Current Contract Price (Adjusted By Previous Change Orders)
Total Proposed Change in Contract Price
New Contract Price (Item 2 plus Item 3)
Original Contract Time (Substantial Completion)
Current Contract Time (Adjusted By Previous Change Orders)
Total Proposed Change in Contract Time
New Contract Time (Substantial Completion)(Item 6 plus Item 7)
New Construction Substantial Completion Date
$
$
$
$
979,400.00
1,064, 169.65
26,836.82
1,091,006.47
11/30/99
12/30/99
0 DAYS
12/30/99
12/30/99
J:\S0620.04\word\cont\chgord2FINAL.wpd 00681 '1
CHANGES ORDERED
ITEM 1
Description of Change:
Reason for Change:
Change in Contract Price:
Change in Contract Time:
ITEM 2
Description of Change:
Reason for Change:
Change in Contract Price:
Change in Contract Time:
ITEM 3
Description of Change:
Reason for Change:
Change in Contract Price:
Change in Contract Time:
ITEM 4
Description of Change:
Reason for Change:
Change in Contract Price:
Change in Contract Time:
ADD - 8.104 tons of additional fitting weight for Water Main System (BID
ITEM NO. 6)
Final adjustment of quantities to reflect actual constructed quantities as
adjusted from pre-construction quantity estimate. Reflects additional fittings
required to meet field conditions, plus increased weight of 24" diameter
fittings. (Supplier's 24" diameter fittings weigh more than the 24" diameter
fitting weights of another supplier used in calculating the pre-construction
quantity estimate.)
8.104 Tons @ $3,700.00/Ton = $29,984.80
0 DAYS
ADD - 12,5 L,F, of Pipe (DI) F&I (Push on Joint) 6" (BID ITEM NO, 8)
Final adjustment of quantities to reflect actual constructed quantities as
adjusted from pre-construction quantity estimate.
12.5 L.F. @ $15.00/L.F. = $187.50
0 .DAYS
DELETE -75.5 L.F. Pipe (DI) F&I (Push on Joint) 24" (BID ITEM NO. 9)
Final adjustment of quantities to reflect actual constructed quantities as
adjusted from pre-construction quantity estimate.
75.5 L.F. @ $48.00/L.F. = (-)$3,624.00
0 DAYS
DELETE- 10 L.F. Pipe (PVC) F&I (Push on Joint) 12" (BID ITEM NO. 10)
Final adjustment of quantities to reflect actual constructed quantities as
adjusted from pre-construction quantity estimate.
10 L,F, @ $20,00/L,F, = (-)$200,00
0 DAYS
J:\S0620.04\word~ont\chgord2FINALwpd 00681 m2
ITEM 5
Description of Change:
Reason for Change:
Change in Contract Price:
Change in Contract Time:
ADD - 2.44 tons of additional fitting weight for Sanitary Force Main System
(BID ITEM NO. 20)
Final adjustment of quantities to reflect actual constructed quantities as
adjusted from pre-construction quantity estimate. Reflects additional fittings
required to meet field conditions.
2.44 tons @ $3300.00FFon = $8,052.00
0 DAYS
ITEM 6
Description of Change:
Reason for Change:
Change in Contract Price:
Change in Contract Time:
DELETE - 31.5 L.F. Pipe (PVC) F&I (Push on Joint) 12" (BID ITEM NO,
21)
Final adjustment of quantities to reflect actual constructed quantities as
adjusted from pre-construction quantity estimate.
31,5 L.F. @ $16.00/L.F. = (-)$504.00
0 DAYS
ITEM 7
Description of Change:
Reason for Change:
Change in Contract Price:
Change in Contract Time:
ADD - 0.82 tons of additional fitting weight for Reclaimed Water Main
System (BID ITEM NO. 24)
Final adjustment of quantities to reflect actual constructed quantities as
adjusted from pre-construction quantity estimate.
0.82 Tons @ $3950.00/Ton = $3,239.00
0 DAYS
ITEM 8
Description of Change:
Reason for Change:
Change in Contract Price:
Change in Contract Time:
DELETE - 107 L.F. Pipe (PVC) (Push on Joint) 14" (BID ITEM NO. 25)
Final adjustment of quantities to reflect actual constructed quantities as
adjusted from pre-construction quantity estimate.
107 L.F. @ $33.00/L.F. = (-)$3,531.00
0 DAYS
J:\S062,0.04%word\cont\chgord2FINAL.wpd 00681-3
ITEM 9
Description of Change:
Reason for Change:
Change in Contract Price:
Change in Contract Time:
ITEM 10
Description of Change:
Reason for Change:
Change in Contract Price:
Change in Contract Time:
ITEM 11
Description of Change:
Reason for Change:
Change in Contract Price:
Change in Contract Time:
ITEM 12
Description of Change:
Reason for Change:
Change in Contract Price:
Change in Contract Time:
ITEM 13
Description of Change:
Reason for Change:
Change in Contract Price:
Change in Contract Time:
DELETE - Pipe Removal Reclaimed Water Main (BID ITEM NO. 26)
Final adjustment of quantities to reflect actual constructed quantities as
adjusted from pre-construction quantity estimate.
149 L.F. @ $5.00/L.F. = (-)$745.00
0 DAYS
ADD - 2 L.F. Steel Casing (30")(BID ITEM NO. 27)
Final adjustment of quantities to reflect actual constructed quantities as
adjusted from pre-construction quantity estimate.
2 L.F. @ $80.00/L.F. = $160.00
0 DAYS
ADD - 364.5 S.Y. Asphaltic Concrete Type 'S' (1.75") (BID ITEM NO. 29)
Final adjustment of quantities to reflect actual constructed quantities as
adjusted from pre-construction quantity estimate.
364.5 S.Y. @ $5.25/S.Y. = $1,913.62
0 DAYS
DELETE- 102 S.Y. Asphaltic Concrete Type 'S' (1.50") (BID ITEM NO. 30)
Final adjustment of quantities to reflect actual constructed quantities as
adjusted from pre-construction quantity estimate.
102 S.Y. @ $14.00/S.Y. = (-)$1,428.00
0 DAYS
DELETE - 241 S.Y. Asphaltic Concrete Type 'S' (1.25") (BID ITEM NO. 31 )
Final adjustment of quantities to reflect actual constructed quantities as
adjusted from pre-construction quantity estimate.
241 S.Y. @ $11.00/S.Y. = (-)$2,651.00
0 DAYS
00681-4
ITEM 14
Description of Change:
Reason for Change:
Change in Contract Price:
Change in Contract Time:
ITEM 15
Description of Change:
Reason for Change:
Change in Contract Price:
Change in Contract Time:
ITEM 16
Description of Change:
Reason for Change:
Change in Contract Price:
Change in Contract Time:
ITEM 17
Description of Change:
Reason for Change:
Change in Contract Price:
Change in Contract Time:
ITEM 18
Description of Change:
Reason for Change:
Change in Contract Price:
Change in Contract Time:
ADD -201.25 S.Y. Limerock Base (10")(BID ITEM NO. 32)
Final adjustment of quantities to reflect actual constructed quantities as
adjusted from pre-construction quantity estimate.
201.25 S.Y. @ $11.00/S.Y. = $2,213.75
0 DAYS
DELETE - 118 S.Y, Limerock Base (8") (BID ITEM NO. 33)
Final adjustment of quantities to reflect actual constructed quantities as
adjusted from pre-construction quantity estimate.
118 S.Y. @ $9.00/S.Y. = (-)$1,062.00
0 DAYS
DELETE - 241 S.Y. Limerock Base (6") (BID ITEM NO. 34)
Final adjustment of quantities to reflect actual constructed quantities as
adjusted from pre-construction quantity estimate.
241 S.Y. @ $8.00/S.Y. = (-)$1,928.00
0 DAYS
DELETE - 423.75 S.Y. Stabilized Subgrade (12") (BID ITEM NO. 35)
Final adjustment of quantities to reflect actual constructed quantities as
adjusted from pre-construction quantity estimate.
423.75 S.Y. @ $1.00/S,Y. = (-)$423.75
0 DAYS
DELETE - 67 S.Y. Remove and Replace Conc. Driveway (BID ITEM NO.
36)
Final adjustment of quantities to reflect actual constructed quantities as
adjusted from pre-construction quantity estimate.
67 S.Y. @ $20.00/S.Y. = (-)$1,340.00
3 DAYS
00681-5
ITEM 19
Description of Change:
Reason for Change:
Change in Contract Price:
Change in Contract Time:
ITEM 20
Description of Change:
Reason for Change:
Change in Contract Price:
Change in Contract Time:
ITEM 21
Description of Change:
Reason for Change:
Change in Contract Price:
Change in Contract Time:
ITEM 22
Description of Change:
Reason for Change:
Change in Contract Price:
Change in Contract Time:
ITEM 23
Description of Change:
Reason for Change:
Change in Contract Price:
Change in Contract Time:
DELETE- 152 S.Y. Remove and Replace Unpaved Driveway (BID ITEM
NO. 37)
Final adjustment of quantities to reflect actual constructed quantities as
adjusted from pre-construction quantity estimate.
152 S.Y. @ $5.00/S.Y. = (-)$760.00
0 DAYS
ADD - 28 S.Y. Remove and Replace Concrete Sidewalk (BID ITEM NO. 38)
Final adjustment of quantities to reflect actual constructed quantities as
adjusted from pre-construction quantity estimate.
28 S.Y. @ $16.00/S.Y. = $448.00
0 DAYS
ADD - 5 L.F. Remove and Replace Curb and Gutter (BID ITEM NO. 39)
Final adjustment of quantities to reflect actual constructed quantities as
adjusted from pre-construction quantity estimate.
5 L.F. @ $12.00/L.F. = $60.00
0 DAYS
ADD - 440 S.Y. Sodding (BID ITEM NO. 40)
Final adjustment of quantities to reflect actual constructed quantities as
adjusted from pre-construction quantity estimate.
440 S.Y. @ $2.00/S.Y. = $880.00
0 DAYS
DELETE - 30 L.F. Pipe (D.I.) F&I (Push on Joint) 6" (Change Order No. 1,
ITEM NO. 3)
Final adjustment of quantities to reflect actual constructed quantities as
adjusted from pre-construction quantity estimate.
30 L.F. @ $15,00/L.F. = (-)$450.00
0 DAYS
~':XS0620.04\word\cont\chgord2FINALwpd 00681-6
ITEM 24
Description of Change:
Reason for Change:
Change in Contract Price:
Change in Contract Time:
DELETE - 45 L.F. Pipe (D.I.) F&I (Push on Joint) 24" (Change Order No. 1,
ITEM NO. 4)
Final adjustment of quantities to reflect actual constructed quantities as
adjusted from pre-construction quantity estimate.
45 L.F. @ $48.00/L.F. = (-)$2,160.00
0 DAYS
ITEM 25
Description of Change:
Reason for Change:
Change in Contract Price:
Change in Contract Time:
ADD - 153 S.Y. 1" Asphalt Type 'S' Overlay (Additive) (Sta 11 +50 to 22+00
and Sta. 25+50 to Sta. 46+00) (Change Order No. 1, ITEM NO. 19)
Final adjustment of quantities to reflect actual constructed quantities as
adjusted from pre-construction quantity estimate.
153 S.Y. @ $3.30/S.Y. = $504.90
0 DAYS
J:\S0620.04\word\cont\¢hgord2FINALwpd 00681-7
ITEM
NO.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
SUMMARY OF CHANGES ORDERED
DESCRIPTION
Water Main Fittings (D.I.) F&I (8.104 Tons)
Pipe (D.I.) F&I (Push on Joint) 6" (12.5 L.F.)
DELETE - Pipe (D.I.) F&I (Push on Joint) 24" (75.5 L.F.)
DELETE - Pipe (PVC) F&I (Push on Joint) 12" (10 L.F.)
Sanitary F.M. Fittings (D.I.) F&I (2.44 Tons)
DELETE - Pipe (PVC) F&I (Push on Joint) 12" (31.5 L.F.)
Reclaimed W.M. Fittings (D.I.) F&I (0.82 Tons)
DELETE - Pipe (PVC) (Push on Joint) 14" (107 L.F.)
DELETE- Pipe Removal (149 L.F.)
Steel Casing (30") (2 L.F.)
Asphaltic Concrete Type 'S' (1.75") (364.5 S.Y.)
DELETE - Asphaltic Concrete Type 'S' (1.50") (102 S.Y.)
DELETE - Asphaltic Concrete Type 'S' (1.25") (241S.Y.)
Limerock Base (10") (201.25 S.Y.)
DELETE - Limerock Base (8") (118 S.Y.)
DELETE - Limerock Base (6") (241 S.Y.)
DELETE - Stabilized Subgrade (12") (423.75 S.Y.)
DELETE - Remove and Replace Con. Driveways (67 S.Y.)
DELETE - Remove and Replace Unpaved Driveways (152 S.Y.)
Remove and Replace Concrete Sidewalk (28 S.Y.)
Remove and Replace Curb and Gutter (5 L.F.)
Sodding (440 S.Y.)
DELETE - Pipe (D.I.) F&I (Push on Joint) 6" (30 L.F.)
DELETE - Pipe (D.I.) F&I (Push on Joint) 24" (45 L.F.)
1" Asphalt Type 'S' Overlay (153 S.Y.)
TOTAL
CHANGE IN CHANGE IN
CONTRACT CONTRACT
PRICE TIME (DAYS)
$29,984.80 0
$187.50 0
($3,624.00) 0
($2oo.oo) o
$8,052.00 0
($504.00) 0
$3,239.00 0
($3,531.00) 0
($745.00) 0
$160.00 0
$1,913.62 0
($1,428.00) 0
($2,651.00) 0
$2,213.75 0
($1,062.00) 0
($1,928.00) 0
($423.75) 0
($1,340.00) 0
($760.00) 0
$448.00 0
$60.00 0
$880.00 0
($450.00) 0
($2,160.00) 0
$504.90 0
$26,836.82 0 Days
J:\S0620.04~.word\cont\chgord2FINAL.wpd 00681-8
WAIVER This Change Order constitutes full and mutual accord and satisfaction for the adjustment of the Contract
Price and Contract Time as a result of increases or decreases in cost and time of performance caused directly and
indirectly from the change. Acceptance of this Waiver constitutes an agreement between OWNER and
CONTRACTOR that the Change Order represents an equitable adjustment to the Agreement and that CONTRACTOR
shall waive all rights to file a Contract Claim or claim of any nature on this Change Order. Execution of this Change
Order shall constitute CONTRACTOR's complete acceptance and satisfaction that it is entitled to no more costs or
time (direct, indirect, impact, etc.) pursuant to this Change Order.
APPROVAL AND CHANGE ORDER AUTHORIZATION
ACKNOWLEDGMENTS
The aforementioned change, and work affected thereby, is subject to all provisions of the original Agreement and
specifically changed by this Change Order; and it is expressly understood and agreed that the approval of the Change
Order shall have no effect on the original Agreement other than matters expressly provided herein.
ATTEST:
Maxwell Contractinn, Inc., P.O. Box 1998, Cocoa, Fla. 32923-1998
Contractor
Date
-'(Corporat~-.SeaQ
(President) ,,~r2,//~/~0 (Secretary)
-
Date
ATTEST: CITY OF SANFORD, FLORID
Date Date
For the use and relia of the City of Sanford
only. Approved o form and legal sufficiency.
Donn . Mclntosh - City Attorney
As authorized by the City Commission at
regular m~ting.
END OF SECTION
J:\S0620.04\word\cont\ch~ord2RNALwpd 00681-9