HomeMy WebLinkAboutA011 - Letter dated September 20, 1988 certifying completion of sanitary sewer, storm sewer, water main, and street construction AMES
' 11o ' CITY OF AMES , sown/'� 50010
ALL-AMEMICA CffY Sept mber72 ",,E�'
1982-1983
Honorable Mayor and Council Members OCT 3 IM
City of Ames
Ames, Iowa 50010 CITY CLERK
CITY OF AMES, IOVIA
Ladies 'and Gentlemen:
I hereby certify that the sanitary sewer, storm sewer, water main, and
street construction in Spring Valley Subdivision, 3rd, 4th, 5th, and 6th
Additi..ons has been completed in an acceptable manner by Des Moines Asphalt
and Paving of Des Moines, Jerry Johnson' Excavation of Jewell , R.D. Gammon
Constructors of Ames, Con-Struct Inc, of Ames, and Manatts of Ames, Iowa
and has been inspected. by the Engineering Division of the Public Works
Department of the City of Ames, Iowa.
I further certify that the quantities of the completed work are as follows:
ADD. ITEM: DESCRIPTION: QUANTITY: UNIT: AMOUNT
7rd- -EFT CONSTRUCTION
1. Asphalt Surface 94 ton $ 3,013.50
SUBTOTAL 3,0R T-50
4th STREET CONSTRUCTION
1 . Asphalt Surface 391 ton $ 7,587.84
5th SANITARY SEWER SUBTOTAL $ 7,587.M
1 . Manhole 1 each $ 1,860.00
2. 8" Diameter Truss Pipe 170 l .f. 3400.00
WATER MAIN '
3. 6 Diameter PVC Pipe 250 l .f, 2,120.00
4. 6" 22 112 degree bend & block 6 each 612.00
5. 6" x 6" tee 1 each 178.00
6. 6" Gate Valve and box 1 each 379.00
7. Set Hydrant, valve and box 1 each 300.00
STORM SEWER
8. 15" RCP 224 l .f. 3,864.00
9. 12" RCP 190 l .f. 3,002.00
10. 15" FES 1 each �264.00
11. 15" RCP 45 degree bend 1 each 265.00
12. Manhole 2 each 2,100.00
13. Intake 2 each 2,140.00
STREET CONSTRUCTION
14. PCC Curb and Gutter 883 l .f. 6,931 .55
15. Asphalt Base 414 tons 10,350.00
SUBTOTAL
AMES - THE CENTER OF IT ALL
Certification Letter Spring Valley
Page 2
September 20, 1988
ADD. ITEM: DESCRIPTION: QUANTITIY: UNIT: AMOUNT:
Zt- =ARY SEWER
1 . Manhole 8 each $12,000.00
2. 8" Diameter Truss Pipe 911 l .f. 20,438.00
WATER MAIN
3. 8" PVC Water Main 569 l .f. 6,865.50
4. 6" PVC Water Main 684 l .f. 6,989.40
5. 22 1/2 degree bend 4 each 400.00
6. 8" x 8" x 6" Tee 3 each 450.00
7. 6" x 6" x 6" Tee 3 each 420.00
8. 6" M.J. Sleeve 1 each 65.00
9. 8" M.J. Sleeve 1 each 65.00
10. 6" Gate Valve and Box 2 each 700.00
Hydrant Installation 4 each 600.00
12. Wall Pipe Reaction Block 1 each 100.00
STORM SEWER
13. 12" RCP 1 ,063 l .f. 12,752.00
14. 18" RCP ill l .f. 1 ,932.00
15. Intake 6 each 5,400.00
16. 12" FES 1 each $ 100.00
SUBTOTAL $69,276.M
TOTAL $117,643.79
Sincerely,
D.
Paul D. Wiegand, P.E.
Public Works Director
Approved by:
Steven L. Schainker, City Manager
PDW/ch
cc: y C1'erk}, Finance, Contractors, Public Works Admin. Assistant,
PubliY`c orks, Construction Supervisor