The URL can be used to link to this page

Home My WebLink About5.d. Application for Payment #3, Shannon Parkway, Contract #1987-4CITY OF ROSEMOUNT APPLICATION FOR PAYMENT No. 3 CITY PROJECT NO: 166 1 1-71 SEH FILE NO: 871 zZ PROJECT: SP*tvrv0A! PA9ktv9y CONTRACTOR: A?'C4w Cosi4-rFalc.-rtow CONTRACT DATE: /d/ZI57 903 E &eEsr Roy S7 APPLICATION DATE: /Z,//7/57 Inose t, /nMr• SSaSI FOR PERIOD ENDING: � % n/87 Total Contract Amount $ 1 0731660 12- Total Amount Earned Material Suitably Stored on Site, Not Incorporated into Work Contract Change Order No. Percent Complete s 679, s9s 63 1 R Contract Change Order No. Percent Complete $ Contract Change Order No. Percent Complete $ GROSS AMOUNT DUE ...................... $ 6 7P, S9S'63 LESS S $ RETAINAGE $33, 979 7b AMOUNT DUE TO DATE ........... $ 6 fS,6/S 8S LESS PREVIOUS APPLICATIONS ............ $ Sg gfa87 30 AMOUNT DUE THIS APPLICATION ........... $ 61,3z8 SS APPROVED J, Richard M. Hti, City Engineer' Director of Public Works •PLICATION FOR PAYMENT --------------------- (UNIT PRICE CONTRACT) NOTE: QUANTITIES AND UNIT PRICES HAVE -BEEN REVISED IN ACCORDANCE WITH CHANGE ORDER NO. 1 OWNER: ROSEMOUNT, MINNESOTA OWNER'S PROJECT NO. 168 & 171 ENGINEER'S PROJECT NO. 87122 - LOCATION: ROSEMOUNT, MINNESOTA ------------------------------- CONTRACTOR ARCON CONSTRUCTION CO., INC. CONTRACT DATE ----------------- ------------------------- 903 E. FOREST AVE., BOX 57 CONTRACT AMOUNT $1,073,560.12 ------ ---------------------- MORA, MINNESOTA 55051 -------------------------- CONTR. FOR SHANNON PARKWAY STREET AND UTILITY CONSTRUCTION - S.A.P. 208-106-02 ----------------------------------------- APPLIC. DATE December 17, 1987 PERIOD END. December 11, 1987 ------- APPLICATION FOR PAYMENT CONTRACT QUANTITY UNIT DESCRIPTION UNIT QUANTITY TO DATE PRICE TOTAL 2021.501 M08ILIZATION L.S. ------------------------------------- 75 1 14322.00 $ 10, 741.50 2101.501 2101.506 2104.501 2104.521 2104.501 2104.509 CLEARING GRUBBING REMOVE CONCRETE CURB AND GUTTER TREE 21 20 TREE 21 20 L.F. 1050 SALVAGE CM PIPE CULVERT L.F. 44 _ 20 REMOVE PIPE CULVERTS L.F. 35 58 REMOVE MANHOLES OR CATCH BASINS EACH 1 3 PAGE 1 OF 7 SHORT-ELLIOTT-HENDRICKSON, INC. 61.38 $1,288.98 61.38 $1,288.98 2.04 $ 5.11 $ 224.84 5.11 $ 178.85 204.60 $ 204.60 2105.501 COMMON EXCAVATIO^ C.Y. 48,564 4280 1.30 $ 63, 133.20 2105.511 COMMON CHANNEL 760 1,048.80 EXCAVATION C.Y. 438 1.38 $ 2105.535 SALVAGED TOPSOIL (L . V .) C.Y. 1000- 5825 1.22 $ 1,220.00 2111.501 TEST ROLLING RD.STA 41 96 102.30 S 4,194.30 2112.501 SUBGRADE PREPARATION R.S. 41 96 153.45 $ 6,291.45 2116.501 CORE EXCAVATION C.Y. 1200 1.22 $ 2211.503 AGG BASE PLACED CL 5 (P) C.Y. 2744 8786 8.18 $ 22,445,92 2211.504 AGG. BASE PLACED FOR WALK, CLASS 5 (P) C.Y. 996 10.23 S 2221.503 AGGREGATE SHOULDERING PLACED, CL. 2 C.Y. 30 33.75 $ 2331.504 BITUMINOUS MATERIAL FOR MIXTURE TON 229 163.68 $ 2331.514 BASE COURSE MIXTURE TON 5077 6.64 S 2341.504 BITUMINOUS MATERIAL FOR MIXTURE TON 3.46 330 184.14 S 637.12 2341.508 WEARING COURSE MIXTURE TON 57.74 5077 7.67 $ 442.86 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GAL. 2635 1.02 $ 2501.515 15" RC PIPE APRON W/TRASH GUARD EACH 4 9 423.52 $ 1,694.08 2501.515 18" RC PIPE APRON W/TRASH GUARD EACH 1 1 478.76 $ 478.76 2501.515 21" RC PIPE APRON W/TRASH GUARD EACH 1 1 556.51 $ 556.51 2501.515 24" RC PIPE APRON W/TRASH GUARD EACH 1 1 630.16 $ 630.16 2501.515 27" RC PIPE APRON W/TRASH GUARD EACH 1 1 760.08 $ 760.08 2501.515 42" RC PIPE APRON W/TRASH GUARD EACH. 1 2 1265.45 $ 1,265.45 2503.511 12" RCP STORM SEWER, DES. 3006, CL. V L.F. 1097 1298 19.14 $ 20,996.58 PAGE 2 OF 7 SHORT-ELLIOTT-HENDRICKSON, INC. PAGE 3 OF 7 SHORT-ELLIOTT-HENDRICKSON, INC. 2503.511 15" RCP STORM SEWER, DES. 3006, CL. V 2503.511 18" RCP STORM SEWER, DES. 3006, CL. V 2503.511 21" RCP STORM SEWER, L. F. DES. 3006, CL. V 2503.511 24" RCP STORM SEWER, S DES. 3006, CL. IV 2503.511 27" RC PIPE SEWER, 850 DES. 3006, CL. IV 2503.511 30" RC PIPE SEWER, L.F. DES. 3006, CL. IV 2503.511 36" RC PIPE SEWER, $ DES. 3006, CL. IV 2503.511 42" RC PIPE SEWER, 1040 DES. 3006, CL. IV 0503.608 15" RCP STORM SEWER, L. F. JACKED 0503.608 36" RCP STORM SEWER, $ JACKED 2504.602 ADJUST GATE VALVE BOX 25061.506 CONSTRUCT MANHOLE, $ DESIGN B 2506.506 CONSTRUCT MANHOLE, DESIGN C 2506.507 CONSTRUCT CATCH BASIN, L.F. DESIGN Y 2506.509 CONSTRUCT CATCH BASIN, $ DESIGN X 2506.511 RECONSTRUCT MANHOLE 2506.516 CASTING ASSEMBLY, $ TYPE R-1733 2506.516 CASTING ASSEMBLY, 78 TYPE R-3067 2506.522 ADJUST FRAME AND RING L.F. CASTING PAGE 3 OF 7 SHORT-ELLIOTT-HENDRICKSON, INC. M L. F. 1077 1143 19.14 S 20,613.78 L. F. 1333 850 21.33 $ 28,432.89 L.F. 685 1489 23.14 $ 15,850.90 L. F. 124 1040 26.30 $ 3,261.20 L. F. 18 18 47.21 $ 849.78 L. F. 995 1381 34.31 $ 34,138.45 L.F. 1967 1972 69.99 $ 137,670.33 L.F. 509 467 79.18 $ 40,302.62 L.F. 78 113.55 $ L.F. 128 r 120 360.02 $ 46,082.56 EACH 6 98.20 $ L.F. 177.71 141 122.35 $ 21,742.81 L.F. 78.66 73 174.11 $ 13,695.49 L.F. 55.90 50 123.98 $ 6,930.48 L.F. 76.36 132 139.53 $ 10,654.51 L.F. 17 20 95.13 $ 1,617.21 EACH 28 111.50 EACH 45 176.97 $ EACH 1 3 122.76 $ 122.76 PAGE 3 OF 7 SHORT-ELLIOTT-HENDRICKSON, INC. + 2511. 501 RANDOM RIPRAP CL C.Y. 29.90 41 2511.516 GEOTEXTILE FILTER WHITE 96.16 $ FABRIC, TYPE IV S.Y. 57.80 176 2531.501 CONCRETE CURB & GUTTER, YELLOW DESIGN D618 L.F. 19550 2521.511 2" BITUMINOUS WALK S.F. 73550 2531.507 8" CONCRETE DRIVEWAY WHITE PAVEMENT S.Y. 76 2545.511 LIGHTING UNITS, TYPE B EACH 27 2545.521 3" RIGID STEEL CONDUIT L.F. 400 2545.532 DIRECT BURIED CABLE L.F. 9000 2545.552 FEED POINT EACH 3 0563.601 TRAFFIC CONTROL L.S. 1 2564.531 SIGN PANELS - TYPE C S.F. 280 0564.602 TURN LANE PAVEMENT MESSAGE L.S. 6 0564.602 CROSS WALK PAVEMENT MESSAGE L.S. 1 2564.603 4" WIDE SOLID LINE, WHITE L.F. 645 2564.603 4" WIDE SOLID LINE, YELLOW L.F. 10800 2564.603 4" WIDE BROKEN LINE, 358.05 S WHITE 96.16 $ L.F. 0564.603 4" WIDE BROKEN LINE, YELLOW L.F. 0564.603 12" WIDE SOLID LINE, WHITE L.F. 0564.603 24" WIDE SOLID LINE, YELLOW L.F. 0565.602 HANDHOLE - TYPE C EACH 2575.501 ROADSIDE SEEDING ACRE 2575.502 SEED MIXTURE 5 LBS. 670 1180 26 46.03 $ 1.376.29 3.17 $ 183.22 4.17 $ 0.28 $ 21.99 $ 1115.07 $ 9.20 $ 1.81 $ 1457.77 $ 2557.50 $ 18.82 $ 35.80 $ 76.72 $ 0.20 $ 0.15 $ 0.21 $ 0.21 $ 5.11 S 420 0.97 $ 4 358.05 S 10 96.16 $ 500 2.54 $ PAGE 4 OF 7 SHORT'-ELLIOTT-HENDRICKSON, INC. � • 257 5.505 5 5 5 SODDING S.Y. 6200 1.20 S 2575.511 MULCH MATERIAL, TYPE 1 TON 20 100.25 $ 2575.519 DISC ANCHORING ACRE 10 42.96 2575.523 WOOD FIBER BLANKETS S.Y. 1000 1.16 $ 0256.408 8" PVC, 12' -14' DEEP L.P. 50 50 18.60 $ 930.00 0256.408 8" PVC, 22'-24' DEEP L.F. 100 100 25.54 $ 2,554.00 0256.701 STANDARD MANHOLE, 8' DEEP EACH 1 1 961.62 $ 961.62 0256.702 EXCESS DEPTH STANDARD MANHOLE L.F. 14 15 55.24 $ 773.36 0256.706 MANHOLE DROP SECTION ON EXISTING MANHOLE L.F. 8.3 9 115.59 $ 959.39 0256.900 CONNECT TO EXISTING SEWER EACH 1 1 358.05 $ 358.05 0256.910 8" D.I.P. FORCEMAIN L.F. 1550 1550 12.38 $ 19, 189.00 0257.406 6" DIP WATERMAIN, CL 52 L.F. 8$ 162 14.97 $ 1,317.36 0257.408 8" DIP WATERMAIN, CL 52 L.F. 254 320 17.17 $ 4,361.18 0257.412 12" DIP WATERMAIN, CL 52 L.F. 248 1945 17.75 $ 4,402.00 0257.416 16" DIP WATERMAIN, CL 52 L.F. 3Z12 J 3200 24.95 S_ 80, 139.40 0257.419 BORE 24" STEEL CASING L.F. 86 105 96.16 $ 8.269.76 0257.421 JACK 16" DIP THRU CASING L.F. 120 r 105 30.28 S 3.633.60 0257.606 6" R . S . GATE VALVE & BOX EACH 6 10 321.22 $ 1.927.32 0257.608 8" R.S.GATE VALVE & BOX EACH 3 4 460.35 $ 1381.n5 0257.613 12" B.F.VALVE & BOX EACH 2 731.44 $ 0257.617 16" B.F.VALVE & BOX EACH 3 2 1366.72 $ 4,100.16 0257.630 FITTINGS LESS THAN 12" LB. 1000 585 1.52 $ 1,520.00 0257.631 FITTINGS 12" & LARGER LB. 10390 10640 1.04 $ 10,805.60 0257.633 LOWER WATERMAIN EACH 1 2 552.42 $ 552.42 0257.640 FIRE HYDRANT EACH 6 J 9 1117.11 S 6,702.66 PAGE 5 OF 7 SHORT-ELLIOTT-HENDRICKSON, INC. .Q257,806 INSULATION • 8D. FT. 512 0.95 $ 486.40 0257.903 CONNECT TO EXISTING WATERMAIN EACH 4 3 255.75 $ 1,023.00 0290.01 JAPANESE TREE LILAC 2" EACH 5 137.08 $ 0290.02 AMUR MAPLE 2" EACH 7 137.08 $ 0290.03 CANADA RED CHERRY 2" EACH 3 132.99 $ 0290.04 COLUMNAR BUCKTHORN 36" EACH 18 28.64 $ 0290.05 COMMON PURPLE LILAC 36" EACH 161 28.64 S 0290.06 GOLD DROP POTENTILLA 18" EACH 76 18.41 $ 0290.07 DWARF AMUR MAPLE 18" EACH 33 21.48 $ 0290.08 RUGOSA ROSE #2 POT EACH 47 21.48 $ 0290.09 BLACK HILLS SPRUCE 6' EACH 15 132.99 $ 0290.10 COLORADO BLUE SPRUCE 6' EACH 15 132.99 $ 0290.11 COLORADO GREEN SPRUCE 6' EACH 27 132.99 $ 0290.12 AUSTRIAN PINE 6' EACH 11 132.99 $ 0290.13 PONDEROSA PINE 6' EACH 12 132.99 $ 0290.14 RIVER ROCK, 3/4 -.1-1/2- C.Y. 30 18.41 0290.15 MULCH MATERIAL, TYPE 6 C.Y. 20 18.41 $ Total Cortract Amount S 1, 073, 560. 12 Total Amount Earned Material Suitably Stored on Site, of Incoporated into Work . Contract Change Order No. Percent.Complete Contract Change Order No. Percent Complete Contract Change Order No. Percent Complete GROSS AMOUNT DUE ............... $ 679,595.63 LESS 5 % RETAINAGE......... $ 33,979.78 AMOUNT DUE TO DATE ............. $ 645.615.85' LESS PREVIOUS APPLICATIONS..... $ 584.287.30 AMOUNT DUE THIS APPLICATION.... $ 61-328.55 CONTRACTOR'S AFFIDAVIT 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 December 17 , ig 87 . COUNTY 0 STATE OF 1 - Bef F;e% SS or�fih - - day of and say tW ne Arcon Construction Co., inc. .�x4,, 19 personally appeared knownto mewTio being duly sworn, did depose of the Contractor above mentioned; V (J (Office that he executed the above Application f Payment and Affidavit on beha of said Contractor; and that all of the statements contained therein are tru , correct an tete. My Commission Expires: (Notary Public) The undersigned has checkeiiitthii% ontractor'.s; Appli.cation 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,/Z4- /87 Page 7 of 7 SHORT E OTT H DRICKS C. By