HomeMy WebLinkAboutResolution 80-2000 RESOLUTION NO. 80-00
RESOLUTION AUTHORIZING FINAL CHANGE ORDER(CCO#1 FINAL) FOR
00-03STA, THUNDER PASS/DIVISION AVENUE.
BE IT RESOLVED by the City Council that the following change order be allowed for
00-03 STA.
Construction Change Order Number 1 Final
Adjust estimated quantities as "as build"for a total decrease of $757.41
Passed and approved this 11`" day of December, 2000.
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City Clerk
•
TO: City Manager Mike Williams
City Clerk Shari Dunn
FROM: Assistant City Engineer Jackie Lanning
DATE: December 4, 2000
RE: Change Order #1 (Final) for 00-03STA
Thunder Pass/Division Avenue Project
Please find the attached worksheet for the above referenced change order. This project
consisted of constructing approximately 300 feet of Thunder Pass and 370 feet of
• Division Avenue, intersecting West 8� Street South. This was an assessment project
that included water main, curb & gutter, gravel and asphalt. The landowners
contiguous to the constructed streets will be assessed the cost.
The total plan cost was $86,516.01. We have measured the final quantities and have an
actual cost of $85,758.60. The change order amount is a reduction of $757.41, adjusting
estimated quantities to as-built quantities.
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•
00-035TA STREET ASSESSMENT PROJECT .
Thunder Pass/Division Avenue
CHANGE URDER#1(FINAL): November 30, 2000
Bowes Construction
BOWES FiNAL TOTAL CHANGE
ITEM WORK OR MATERIAL UNITS PLAN BID PLAN INSTALLED FINAL ORDER
NU. (ZUANTITY PRICE CUST CZUANTITY CUST CUST
1. CLEAR&CURB LUMP SUM 1.0 3500.00 3500.00 1.00 3500.00 0.00
2. REMOVE CURB&GUTTER L.F. 75.0 4.00 300.00 74.10 296.40 -3.60
3. UNCLASSIFIED EXCAVATION CU. YD. 3919.0 5.00 19595.00 3919.00 19595.00 0.00
4. INSTALL 8" P.C.C. FILLET&VALLEY GUTTER SQ. FT. 830.0 4.40 3652.00 849.37 3737.23 85.23
5. INSTALL CURB&GUTTER(STRAIGHT BACK) L.F. 660.0 12.10 7986.00 646.30 7820.23 -165.77
6. INSfALL CURB&GUTTER(ROLL OVER) L.F. 570.0 12.10 6897.00 564.70 683Z.87 -64.13
7. GRAVEL BASE COURSE TON 1000.0 7.00 7000.00 877.15 6140.05 -859.95
8. ASPHALT CONCRETE CLASS E 11(PE 1 TON 300.0 20.00 6000.00 269.90 5398.00 -602.00
9. ASPHALT CONCRETE CLASS G TYPE 1 TON 220.0 24.95 5489.00 272.41 6796.63 1307.63
10. ASPHALT CEMENT TON 35.0 200.00 7000.00 32.57 6514.00 -486.00
11. ASPHALT FOR TACK TON 0.5 350.00 175.00 0.53 185.50 10.50
12. MISCELLANEOUS CONDITIONS LUMP 5UM 1.0 3675.00 3675.00 1.00 3675.00 0.00
13. DEWATERING LUMP 5UM 1.0 550.00 550.00 1.00 550.00 0.00
14. BASE MATERIAL TON 1Z.0 16.75 201.00 13.65 Z28.64 27.64
15. BEDDING TON 180.0 7.25 1305.00 179.04 1298.04 -6.96
16. CORE DRILL MH &BOOT OR S.S. LINK SEAL EACH 1.0 524.00 524.00 1.00 524.00 0.00
17. 6" SEWER SERVICE&2"WATER SERVICE EACH 1.0 5240.00 5240.00 1.00 5240.00 0.00
18. EXPOSE CORPORATION FOR SHUT-OFF EACH 3.0 275.00 825.00 3.00 SZ5.00 0.00
19. 8"WATER MAIN : 8'TO 6' DEEP L.F. 3.0 18.50 55.50 3.00 55.50 0.00
20. 6"WATER MAIN: 8'TO 6' DEEP L.F. 399.0 12.90 5147.10 399.00 5147.10 0.00
21. 8"x6" REDUCER EACH 1.0 196.13 196.13 1.00 196.13 0.00
22. 6"x6"x6"TEE EACH 1.0 222.10 222.10 1.00 Z22.10 0.00
23. 6"VALVE&VALVE BOX EACH 1.0 110.00 110.00 1.00 110.00 0.00
24. 6"45 DEGREE BEND EACH 2.0 189.84 379.68 2.00 379.68 0.00
25. 6" PLUG&THRUST BLOCK EACH 1.0 106.50 106.50 1.00 106.50 0.00
26. HYDRANT EACH 1.0 385.00 385.00 1.00 385.00 0.00
TOTAL CHANGE ORDER#1 (FINAL): $86,516.01 $85,758.60 -$757.41