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Home My WebLink About4.m. Payment #2, West Ridge 4th Addition Street & Utility Improvements, City Project #223CITY OF ROSEMOUNT EXECUTIVE SUMMARY FOR ACTION CITY COUNCIL MEETING DATE: August 18, 1992 AGENDA ITEM: Payment #2, West Ridge 4th Add. AGENDA SECTION: Street & Utility Improvements, Project 223 Consent PREPARED BY: Ron Wasmund Works Official AGENDA NITEMPublic # 4 Director/Building j ATTACHMENTS: Payment Voucher #2 APP VE BY• G This item requests the second payment to Excel Utilities Co., Inc. in the amount of $89,961.20 under City Project #223, West Ridge 4th Addition Street and Utility Improvements. Work completed and represented in this amount as of July 31, 1992 is 55% of the contracted work. The work has been inspected and is in compliance with contract documents. Attached is a copy of the pay voucher for your information. Staff recommends approval of this second payment request. RECOMMENDED ACTION: MOTION TO APPROVE.PAYMENT #2 TO EXCEL UTILITIES CO., INC. IN THE AMOUNT OF $89,961.20 FOR WEST RIDGE 4TH ADDITION STREET AND UTILITY IMPROVEMENTS, CITY PROJECT #223. COUNCIL ACTION: 0 CITY OF ROSEMOUNT APPLICATION FOR PAYMENT NO. 2 CITY PROJECT NO: 223 PROJECT. West Ridge 4th Addition CONTRACTOR: Excel Utilities Co., Inc. 8829 215th Street West Lakeville, MN 55044 SEH FILE NO: 92229 CONTRACT DATE: June 1, 1992 APPLICATION DATE: FOR PERIOD ENDING: July 31,1992 Total Contract Amount $228,571.80 Total Amount Earned Material Suitably Stored on Site, Not Incorporated into Work Contract Change Order No Percent Complete Contract Change Order No Percent Complete -Contract Change Order Nc Percent Complete GROSS AMOUNT DUE .............................................. LESS 5% RETAINAGE ................................................. AMOUNT DUE TO DATE .......................................... LESS PREVIOUS APPLICATIONS ............................ AMOUNT DUE THIS APPLICATION ...................... APPROVED: Bud Osmundson, City Engineer/Assistant Director of Public Works S 124,784.00 6 5 S 5 $ 124,784.00 $ 6,239.20 S 118,544.80 $ 28,583.60 $ 89,961.20 APPLICATION FOR PAYMENT ------------------------- (UNIT PRICE CONTRACT) NO. 2 OWNER: CITY OF ROSEMOUNT OWNER'S PROJECT NO. 223 ------------------------------------ ------------------ ENGINEER'S PROJECT NO. 92229 --------------- LOCATION: CITY OF ROSEMOUNT ------------------------------- CONTRACTOR EXCEL UTILITIES CO., INC. CONTRACT DATE 6/1/92 ------------------------------- ------------------------ 8829.215TH STREET WEST CONTRACT AMOUNT $228,571.80 ------------------------------- ---------------------- P.O. BOX 399 ------------------------------- LAKEVILLE, MINNESOTA 55044 ------------------------------- CONTR. FOR WEST RIDGE 4TH ADDITION - UTILITY AND STREET CONSTRUCTION -------------------------------------------------------------------- APPLIC.DATE ------------------------- PERIOD END. 7/31/92 ------------------------- SAGE 1 OF 5 SHORT-ELLIOTT-HENDRICKSON, INC. APPLICATION FOR ----------------------- PAYMENT CONTRACT QUANTITY UNIT r DESCRIPTION --------------------------------------------------------------------- UNIT QUANTITY TO DATE PRICE TOTAL 2021.501 MOBILIZATION L.S. 1 1 2000.00 $ 2,000.00 2104.501 REMOVE CURB & GUTTER L.F. 130 2.00 $ 2104.509 REMOVE STM SEW STRUCT. EACH 3 100.00 $ 2573.501 BALE CHECK EACH 30 5.00 $ 2573.503 SILT FENCE, PREASEMBLED L.F. 400 1.50 $ 2573.511 ROCK CONST. ENTRANCE EACH 2 200.00 $ 0259.601 CRUSHED ROCK PIPE TON 100 0.01 $ FOUNDATION SAGE 1 OF 5 SHORT-ELLIOTT-HENDRICKSON, INC. 0259.603 GRANULAR PIPE FOUNDATION TON 100 0.01 $ 0259.607 REPLACEMENT BACKFILL TON 200 0.01 $ 2211.503 AGG. BASE PLACED, CL. 5 C.Y. 1317 12.00 $ 2331.508 TYPE 41 WEARING COURSE TON 594 19.00 $ MIXTURE- IXTURE_2331.514 2331.514 TYPE 31 BASE COURSE TON 594 18.00 $ MIXTURE 2531.501 CONC. C & G, DES. S518 L.F. 3520 4.85 $ 2521.501 4" CONCRETE WALK S.F. 9496 1.55 $ 2521.502 6" CONCRETE WALK S.F. 460 1.60 $ 0257.406 6" DIP WATERMAIN, CL 52 L.F. 293 286 10.00 $ 2,860.00 0257.408 8" DIP WATERMAIN, CL 52 L.F. 1733 1528 12.00 $18,336.00 0257.606 6" R.S. GATE VALVE & BOX EACH 6 6 300.00 $ 1,800.00 0257.608 8" R.S. GATE VALVE & BOX EACH 4 4 400.00 $ 1,600.00 0257. 630 FITTINGS LBS. 1350 740 1.00 $ 740.00 0257.640 FIRE HYDRANT EACH 4 4 1100.00 $ 4400.00 0257.641 SALVAGED HYDRANT EACH 1 1 700.00 $ 700.00 0257. 710 1" COPPER SERVICE L.F. 1733 1725 5.00 $ 8,625.00 0257.730 1" CORPORATION STOP EACH 36 36 30.00 $ 1,080.00 0257.740 1" CURB STOP & BOX EACH 36 36 70.00 $ 2,520.00 0257.806 INSULATION BD.FT. 192 1.50 $ 2357.502 BIT. MAT'L FOR TACK COAT GAL. 353 1.50 $ 0258.401 12" RCP C.B. LEAD, CL IV L.F. 128 14.00 $ 0258.415 15" RCP STM SEW, CL IV L.F. 61 16.00 $ 0258.418 18" RCP STM SEW, CL IV L.F. 68 18.00 $ N I (.,0o GG p. 0258.421 21" RCP STM SEW, CL IV L.F. 731 730 20.00 $ 1,- 0258.801 MANHOLE/C.B., TYPE B L.F. 46 100.00 $ 0258.802 MANHOLE/C.B., TYPE B-1 L.F. 12 100.00 $ 3258.811 CATCH BASIN, TYPE X L.F. 28 100.00 S ?AGE 2 OF 5 SHORT-ELLIOTT-HENDRICKSON, INC. 0258.812 CATCH BASIN, TYPE Y L.F. 5 110.00 $ 0258.821 STORM MANHOLE CASTING, EACH 2 170.00 $ TYPE R-1669 0258.831 C.B. CST'G, TYPE R -3067V EACH 7 188.00 $ 0258.832 C.B. CASTING, EACH 2 225.00 $ TYPE R -2561A, BOLTED 0258.833 SALVAGED STM SEW CASTING EACH 3 50.00 $ 0256.408 8" PVC SEW, 10' TO 15' L.F. 925 925 12.00 $ 11,100.00 DEEP 0256.410 10" DIP SEW, 20' TO 25' L.F. 951 958 30.00_ ,.9''. - DEEP 0256.701 MANHOLE, 10' DEEP EACH 7 7 1067.00 $ 7,469.00 0256.702 EXCESS MANHOLE DEPTH L.F. 72 60.00 $ 0256.706 OUTSIDE M.H. DROP SECT. L.F. 25 125.00 $ 0256.801 8" X 4" PVC WYE EACH 21 50.00 $ 1,050.00 0256.802 10" X 4" DIP TEE EACH 15 15 200.00 $ 3,000.00 0256. 803 4" PVC SERVICE PIPE L.F. 1458 1458 8.00 $ 11,664.00 0256.805 4" DIP RISER PIPE L.F. 267 240 10.00 $ 2,400.00 0256.901 SALVAGED CLEAN OUT L.S. 1 1 100.00 $ 100.00 0256.902 DISCONNECT PRIVATE LIFT L.S. 1 100.00 $ STATION 0564.602 INSTALL STREET NAME SIGN EACH 2 50.00 $ 064.603 SALVAGED BARRICADES L.F. 32 1.00 $ 2575.501 SEEDING ACRE 1 300.00 $ 2575.502 SEED, MIXTURE 600 LB. 75 1.50 $ 2575.505 SODDING, TYPE LAWN S.Y. 2600 1.25 $ 2575.511 MULCH MATERIAL, TYPE I TON 2 50.00 $ 2575.519 DISC ANCHORING ACRE 1 50.00 $ 2575.523 WOOD FIBER BLANKETS, S.Y. 100 1.00 $ TYPE HV PAGE 3 OF 5 SHORT-ELLIOTT-HENDRICKSON, INC. 2575.532 COMMERCIAL FERTILIZER, LB. 12-12-12 2545.523 2" NONMETALLIC CONDUIT L.F. 100 1.00 $ 120 5.00 $ TOTAL BID: $ ?AGE 4 OF 5 SHORT-ELLIOTT-HENDRICKSON, INC. APPLICATION FOR PAYMENT - Continued Total Contract Amount $ 228, 571.80 Total Amount Earned Material Suitably Stored on Site, Not Incorporated into Work Contract Change Order No. Percent Complete Contract Change Order No. Contract Change Order No. CONTRACTOR'S AFFIDAVIT Percent Complete $ - sA ;mea ee Percent Complete $- - GROSS AMOUNT DUE ......................... LESS 5 % RETAINAGE�� D Irs AMOUNT DUE TO DATE .....................$ ll 1 bf> LESS PREVIOUS APPLICATION .......... $ 28, 583.60 AMOUNT DUE THIS APPLICATION ..... $ The undersigned Contractor hereby swears under penalty of perjury that (1) all previous progress pay- ments 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 undersigned incurred in connection with work covered by prior Applications for Payment under said contract, and (2) all materi- als 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 August 6 19 92 . COUNTY OF Scott ) SS STATE OF Mi=n sot.a ) EXCEL UTILITIES CO INC (Contractor) (Name and Title) Before me on this 6 day of August , 1992 personally appeared Fred Fredrickson known to me, who being duly sworn, did depose and say that he is the President of the Contractor above mentioned; that he (Office) executed the above Application for Payment and Affidavit on behalf of said Contractor; and that all of the statements contained t , mplete. CONNIE SILFVERSTON Ll NOl a1T PUIIIC — A""""SOT,- SCOTT COUNTY My Commission Expires: My commis ; i (NXary Public) 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. S RT -ELL TT -HE DRICKSON, INC. Date ` 7 — By t Page 5 of 5