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HomeMy WebLinkAbout9.d. City Hall Payment Requeste . QFR s P's 19 8 0 APPLICATION FOR PAYMENT (UNIT PRICE CONTRACT) NO. 2 Owner: ROSEMOUNT, MINNESOTA Owner's Project No. 1986-9 Engineer's Project No. 87036 LOCATION COUNTRY HILLS ADDITION Contractor American Contracting Corp Contract Date 1-22`87 11661 Eagle St. N.W. Contract Amount $177,614.86 Coon Rapids, MN 55433 Contract for TRUNK UTILITY IMPROVEMENTS FOR COUNTRY HILLS ADDITION Application Date For Period Ending April 21, 1987 APPLICATION FOR PAYMENT CONTRACT QUANTITY UNIT DESCRIPTION UNIT QUANTITY TO DATE PRICE TOTAL 0256.408 8- PVC, 14' TO 16' DEEP L.F. 80 100 $15.33 $ 1,533.00 0256.410 10" PVC, 8' TO 10' DEEP L.F. 160 222 13.28 $ 2,948.16 0256.410 10" PVC, 10' TO 12' DEEP L.F. 400 374 13.62 $ S. 093.98 Page 1 of 5 SHORT-ELLIOTT-HENDRICKSON, INC. c a *S 98? APPLICATION FOR PAYMENT - Continued CONTRACT QUANTITY UNIT DESCRIPTION UNIT QUANTITY TO DATE PRICE TOTAL 0256.410 10" PVC, 12' TO ; 14' DEEP L.F. 245 230 $14.48 $ 3,330. 0 0256.410 10" PVC, 14' TO 16' DEEP L.F. 145 102 15.59 $ 1,590.18 0256.610 10" DIP, 14' TO 16' DEEP L.F. 35 31 22.68 $ 703.08 0256.610 10" DIP, 16' TO 18' DEEP L.F. 55 58 27.29 $ 1,582. 2 0256.610 10" DIP, 18' TO 20' DEEP L.F. 50 49 29.37 $ 1,439,13 0256.610 10" DIP, 20' TO 22' DEEP L.F. 50 52 31.79 $ 1,653. 8 0256.610 10" DIP, 22' TO 24' DEEP L.P. 170 170 34.60 $ 5,882. 0 0256.610 10" DIP, 24' TO 26' DEEP L.F. 45 40 37.81 $ 1,512. 0 0256.610 10" DIP, 26' TO 28' DEEP L.F. 20 27 41.27 $ 1,114.29 0256.701 STANDARD MANHOLE, 8' DEEP EACH 5 5 778.10 $ 3,890.50 0256.702 EXCESS DEPTH, STANDARD MANHOLE L.F. 40 37.8 52.60 $ 1,988. 8 0256.706 MANHOLE DROP SECTION L.F. 8 7.2 210.95 $_1,51$:$4 0256.806 8" X 10" MANHOLE STUB EACH 1 2 170.56 $ 341.12 0256.901 CONNECT TO EXISTING MANHOLE EACH 1 0 494.60 $ 0.00 Page 2 of 5 SHORT-ELLIOTT-HENDRICKSON, INC. CF OK,S z 1 98? to APPLICATION FOR PAYMENT - Continued CONTRACT QUANTITY UNIT DESCRIPTION UNIT QUANTITY TO DATE PRICE TOTAL 0256.908 8" DIP FORCEMAIN L.F. 1,400 942 $15.63 $ 14,723.46 0257.407 6" DIP HYDRANT LEAD, CL. 52 L.F. 40 39.5 17.84 $ 704.68 0257.408 8" DIP WATERMAIN, CL. 52 L.F.- 60 48 19.84 $ 952.32 0257.416 16" DIP WATERMAIN, CL. 52 L.F. 1,550 1,475 27.33 $40,311.75 0257.606 6" RS GATE VALVE AND BOX EACH 2 2 290.60 $ 581.20 0257.608 8" RS GATE VALVE AND BOX EACH 1 0 395.80 $ 0.00 0257.617 16" BUTTERFLY VALVE AND BOX EACH 1 0 1,283.80 $ 0.00 0257.630 D.I. FITTINGS LB. 3,000 1,775 1.54 $ 2,733. 0 0257.640 FIRE HYDRANT EACH 2 2 1,058.60 $ 2,117.20 0257.901 CUT -IN AND CONNECT TO INPLACE WM EACH 1 0 1,185.60 $ 0.00 0259.605 AGGREGATE PIPfi SUBGRADE BACKFILL TON 1,000 0 .10 $. 0.00 0259.607 REPLACEMENT BACKFILL TON 2,000 0 .10 $ 0.00 0259.701 4" BITUMINOUS SURFACE RESTORATION S.Y. 200 0 15.00 $ 0.00 0259.703 8" AGGREGATE BASE RESTORATION S.Y. 200 0 8.00 $ 0.00 0259.705 12" AGGREGATE SHOULDERING RESTORATION S.Y. 100 0 10.00 $ 0.00 Page 3 of 5 SHORT-ELLIOTT-HENDRICKSON, INC. Page 4 of 5 SHORT-ELLIOTT-HENDRICKSON, INC. �rE s 2 9 APPLICATION FOR PAYMENT - Continued CONTRACT QUANTITY UNIT DESCRIPTION UNIT QUANTITY TO DATE PRICE TOTAL 1195.501 LIFT STATION L.S. 1 0 $48,923.40 $ 0.00 1710.501 TRAFFIC CONTROL DEVICES L.S. 1 0 500.00 $ 0.00 2105.501 COMMON EXCAV. C.Y. 440 0 2.50 $ 0.00 2105.521 GRANULAR BORROW (LV) C.Y. 200 0 4.50 $ 0.00 2118.501 AGGREGATE SURFACING, CL. 2 TON 350 0 12.00 $ 0.00 2501.511 12" CM PIPE CULVERT L.F. 20 0 14.41 $ 0.00 2501.515 12" CM PIPE APRON EACH 2 0 106.10 $ 0.00 2575.501 SEEDING ACRE 3 0 400.00 $ 0.00 2575.502 SEED, MIXTURE 5 LB. 225 0 1.75 $ 0.00 2575.511 MULCH MATERIAL, TYPE 1 TON 6 0 125.00 $ 0.00 2575.519 DISC ANCHORING ACRE 3 0 50.00 $ 0.00 Page 4 of 5 SHORT-ELLIOTT-HENDRICKSON, INC. APPLICATION FOR PAYMENT - Continued Total Contract Amount $ 177,614.86 Total Amount Earned Material Suitably Stored on Site, Not Incoporated into Work Contract Change Order No. Percent -Complete Contract Change Order No. Percent Complete Contract Change Order No. Percent Complete CLERKSFILE 1981 1 $ 98,245.37 $ GROSS AMOUNT DUE ............... $ 98,245.37 LESS L % RETAINAGE......... $ 4,912.27 AMOUNT DUE TO DATE......... $�-4-v LESS PREVIOUS APPLICATIONS..... $ 32,069.23 ,/ CONTRACTOR'S AFFIDAVIT AMOUNT DUE THIS APPLICATION, - $ 61,263.87 The undersigned Contractor hereby swears under penalty of perjury that (1) all previous progress. payments received from the Owner on account of work performed under the contract referred to above have been applied by the undersigned to discharge in full all obligations of the under- signed incurred in connection with work covered by prior Applications for Payment under said contract, and (2) all material and equipment incorporated in said Project or otherwise listed in or covered by this Application for Payment are free and clear of all liens, claims, security interests and encumbrances. Dated April 21 , lg 87 , American Contracting Corp. Contractor n By COUNTY OF Anoka ) SS STATE OF Minnesota ) `-- U (Name and Title) Koryne Horbal Secretary Before me on this 21st day of ��_ 19 ' personally appeared — --known to me, who being duly sworn, did depose and say tat he is the sprrataryof the Contractor above mentioned; (Office) that he executed the above Application for Payment and Affidavit on behalf of said Contractor; and that all x d therein are true, correct and complete. JUDITH A. BURGGRAF My Commissio19myCommission rf%TrRr CAINN AN ce TY otary u Expires May 28, 1991 The undersigned has~checked the Contractor's Application for Payment shown above. A part of this Application is the Contractor's Affidavit stating that all previous payments to him under this Contract have been applied by him to discharge in full all of his obligations in connection with the work covered by all prior Applications for Payment. In accordance with the Contract, the undersigned approves payment'to the Contractor of the Amount Due. Date ±1 Z-, Z 87 Page 5 of 5 SHORT EL HE ICKS By