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Ordinance No. 9,953 TES' Int
CITY OF BAYTOWN
CHANGE ORDER
1. CITY PROJECT NO: 30120-83026 2. CHANGE ORDER NO 1
3. PROJECT NAME: Pinehurst Storm Sewer Improvements
4. CONTRACTOR: Troy Construction
5. LAN PROJ. NO: 0760-20-007-600
6. BRIEF DESCRIPTION OF CHANGES IN THE WORK: CONTRACT CHANGE
The is the final and Balancing Change Order AMOUNT TIME
SCOPE: Balancing Change Order ($8,7b5) 0
JUSTIFICATION: Several Bid Items did not use the entire bid quantity.
Total ($8,705) 0 days
AGR ENT BY CONTRACTOR: The undersigned Contractor agrees to perform this change in the amount and time
indi••ted .i' in accordance with all terms and conditions of the Agreement only after approval of the Change Order by the
C. . C -t•e includes all cost associated with the Change Order; Contractor waives rights to further reimbursement
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soc'- :•with this c ng
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CO"—AC OR[Signature] TITLE DATE
8. RECOMMENDED: 9. ACCEPTANCE AND AUTHORIZATION FOR PAYMENT:
CITY ENGINEER[Sig ture] DATE FINANCE DIRECTOR(Signature] DATE
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NEER(Signatur DATE CITY MANAGER(Signature] DATE
00666-
EXHIBIT A
CITY OF BAYTOWN
CHANGE ORDER
CHANGE ORDER No.: 1 CITY PROJECT NO: 30120-83026
10. COST SUMMARY: DOLLAR AMOUNT PERCENT
Original Contract Price $131,130.00 100.00%
Previous Change Orders $0.00 0.0%
This Change Order ($8,705.00) (6.64%)
Revised Contract Price $122,425.00 93.34%
11. SCHEDULE SUMMARY: DURATION COMPLETION DATE
Original Contract Schedule 60 Days 10/31/04
Previous Time Extensions 0 Days 10/31/04
This Change Order 0 Days 10/31/04
Current Modified Contract 60 Days 10/31/04
00666-2
CHANGE ORDER NO.1 BALANCING CHANGE ORDER
OWNER CITY OF BAYTOWN
PROJECT: PINEHURST SUBDIVISION STORM SEWER OUTFALL
--AN Project No. 0760-20-007-600
ORIGINAL Troy Construction BID QUANTITIES DEDUCTED QUANTITIES ADDED ADJUSTED QUANTITIES
TOTAL TOTAL TOTAL TOTAL %
ITEM DESCRIPTION UNIT APPROX. UNIT TOTAL APPROX. UNIT TOTAL APPROX. UNIT TOTAL APPROX. TOTAL OF
QUAN. PRICE AMOUNT QUAN. PRICE AMOUNT QUAN. PRICE AMOUNT QUAN. AMOUNT ORIG.
I Clearing&Grubbing - AC 0.2 S 12,000.00 S 2,400.00 - S 12,000.00 - S12,000.00 0 52,400.00 100% '
2 Removing Old Concrete(Existing Out611 SY 10 S 71.00 S 710.00 - S 71.00 - S 71.00 10 S710.00
Ditch Concrete-Lining) _ 100%
3 Block Sodding SY 400 S 10.00 S 4,000.00 - _S 10.00 - S 10.00 - 400 S4,000.00 100%
4 Hydro-Mulch Seeding AC 0.4 S 4,000.00 S 1,600.00 - S 4,000.00 - S 4,000.00 - 0 Sl 000.00 100%
5 Structural Concrete(Concrete Seal Slab for CY 60 S 60.00 S 3,600.00 60 S 60.00 $3,600.00 - S 60.00 -
Pipe Trench in Unstable SoiD
6 Trench Safety System for 5-to 10-ft Depth IF 420 S 25.00 S 10 500.00 5 S 25.00 S125.00 - S 25.00 415 S10,375.00 99%
7 Well Pointing LF 420 S 10.00 S 4,200.00 420 S 10.00 S4,200.00 - S 10.00 -
8 Remove&Dispose of Existing_36-inch RCP LF 20 S 40.00 S 800.00 - S 40.00 - S 40.00 20 S800.00 100%
9 Remove&Dispose of Existing 30-inch CMP IF 20_S 40.00 S 800.00 - S 40.00 - S 40.00 20 5800.00 100%
10 5-ft Diameter Extra-Depth Precast Concrete EA 3 S 11,000.00 S 33,000.00 - S 11,000.00 - SI 1,000.00 31 S33,000.00
Manhole 100%
II Tree Protection&Trimming LS 1 S 4,000.00 S 4,000.00 - 5 4,000.00 - S 4,000.00 1 S4,000.00 100%
12 36-inch Type S Corrugated High Density IF 420 S 156.00 S 65,520.00 5 S 156.00 S780.00 - S 156.00 415 S64,740.00
Polyethylene Pipe - - 99%
Total S131,130.00 58,705.00 - S122,425.00 93.4%
Pine balancing Change Order No 1_Tab.XLS 11/11/2004