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3.3 PAY ESTIMATES 09-20-2010 REQUEST FOR ACTION r TO ITEM NUMBER Ci Council 3.3 AGENDA SECTION MEETING DATE PREPARED BY Consent Se tember 20, 2010 ustin Femrite, Ci En ~ eer ITEM DESCRIPTION REVIEWED By August Pay Estimates Lori ohnson, Ci Administrator REVIEWED BY ACTION REQUESTED The City Council is asked to approve the pay estimates as described below. BACKGROUND/DISCUSSION Listed below are pay estimates that have been submitted for approval. I have reviewed these pay estimates and find them to be accurate and in accordance with the respective contracts. FINANCIAL IMPACT PROJECT PAY EST. # CONTRACTOR AMOUNT 2010 Main Street Pavement Rehabilitation 2 Rum River Contracting Co. $155,360.58 182°d Avenue Storm Sewer Improvements 1 Brenteson Companies, Inc. $38,196.93 ATTACHMENTS ^ Pay estimate as referenced above. Action Motion by Second by Vote Follow Up C:\Documents and Settings\XPMUser\Local Settings\Temporary Internet Files\OLK66\9-20-2010 Pay Estimate Request for Action.docm PAY ESTIMATE N0.2 COMPLETION DATE AMOUNT OF CONTRACT FROM: August 1, 2010 ORIGINAL: 08/30110 ORIGINAL: $443,874.70 T0: August 31, 2010 REVISED: REVISED: PROJECT: 2010 Main Street Pavement CONTRACTOR: RUM RIVER CONTRACTING CO. Rehabilitation ADDRESS: 31913124TH ST., PRINCETON, MN 55371 OWNER: CITY OF ELK RIVER PHONE: (763) 389-3718 FAX: (763) 389-3213 CONTRACT ITEMS THIS PERIOD TOTAL TO DATE ITEM DESCRIPTION UN[T QTl'. UNIT QTY AAIOUNT QTY AMOUNT N0. TOTAL PRICE ervcnrn c f n eTDCCT I M08ILIZATION LS 2 REMOVE CONCRETE CURB LF 3 REh[OVE CONCRETE WALK SF 4 REh[OVE CONCRETE DRIVEWAY PAVEMENT 5Y 5 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) LF G SALVAGESIGN EACH 7 SUBGRADE PREPARATION RD ST 8 FULL DEPTH PAVEMENT RECLAMATION (P) SY 9 M[LL HffUMIN0U5 SURFACE (2,0") SY 10 TYPE MV3 WEAR COURSE hID{TURE (MVWE35035B} TON l 1 TYPE LV3 NON-WEARING COURSE MLYTURE (LVNW35030B) TON 12 BITUMINOUS h1ATERIAL FOR TACK COAT GAL 13 ADJUST VALVE BOX EACH 14 ADJUST FRAA7E AND RING CAST~IG EACH 15 INSTALL CASTING (R-2591-C) EACH IG 4"CONCRETESiDEWALK SF l7 CONCRETE CURB AND GUTTER B618 LF l8 8" CONCRETE VALLEY GUTTER SY' 19 8"CONCRETE VALLEY GUTTER TRIANGULAR SECTION EACH 20 TRUNCATED DOMES (PEDESTRIAN CURB RAMP} EACH 21 TRAFFIC CONTROL ~ 22 INSTALL SIGN IN CONCRETE EACH 23 4" SOLD LINE WHITE -EPOXY LF 24 4" DOUBLE SOLID LINE YELLOW -EPOXY LF 2S 4"BROKEN LINE YELLOW -EPOXY LF 26 24" SOLID WHITE (STOP BAR) -EPOXY LF 27 3'X6' ZEBRA CROSSING WHITE -EPOXY SP 1.00 $ 6,000.00 440 $ 3.00 2,551 $ 1.50 7.7 $ 10.00 86 $ 3.00 4 $ 50,00 64.1 $ zoo.oo 29,572 $ 0.95 410 $ 5.50 3,800 $ 44.34 3,800 $ 43.00 1,553 $ 2.50 21 $ 185.00 21 $ 373.00 I $ 495.00 2,884 $ 3.10 440 $ 14.20 5.0 $ 54,00 4 $ 500.00 17 $ 256.00 1.00 $ 3,000.00 3 $ 200.00 5,284 $ 0.28 3,341 $ 0.58 2,810 $ 0.06 170 $ 6.00 972 $ 3.00 0.0 $0.00 0.0 $0.00 o.a $o.ao o.o $o.oa 86.0 $258.00 0.0 $0.00 0.0 $0.00 o.o $o.oo 96.0 $528.00 3,299.87 $146,316.24 0.0 $0.00 1,550.0 $3,875.00 0.0 $0.00 0.0 $0.00 0.0 $0.00 265.0 $821.50 o.a $0.00 0.0 $0.00 0.0 $0.00 1.0 $256.00 0.5 $1,500.00 1.0 $200.00 5,370.0 $1,503.60 3,250.0 $1,885.00 582.0 $34.92 169.0 $1,014.00 936.0 $2,808.00 1.0 477.0 2,185.0 43.9 86.0 1.0 61.4 29,572.0 96.0 3,299.9 3,685.6 1,SSOA 18.0 20.0 1.0 3,050.0 471.0 7.0 4.0 t 9.0 1.0 l.0 5,370.0 3,250.0 582.0 169.0 936.0 Pay Estimate 2010 main street no 2.xls I OF 2 ITEM DESCRIPTION N0. UNIT 28 INLET PROTECTION EACH 29 STANDARD PROCTOR(SUBGRADE) EACH 30 INPLACE DENSITY ~ MOISTURE (SUBGRADE) EACH 31 CONCRETE TESTING EACH 32 INPLACE DENSITY & AIR VOIDS (Bff UMINOUS) EACH n, t, n ~l n T V TA A ll/AO V!-:.L.....Il...! ~..M :..:.........111 l MOBILIZATION (Sidewalk at Retaining wall) L5 2 CONCRETE SIDEWALK SF 3 GATE VALVE BOX AND Lm REPLACEMENT (INVOICE) LS TOTAL Schedule LO TOTAL Schedule 2.0 T TOTAL THIS PERIOD T TOTAL TO DATE CONTRACT ITEMS QTY. UNIT TOTAL PRICE 40 $ 150.00 2 $ 95.00 15 $ 45.00 4 $ 185.00 l7 $ 10.00 1.00 $ 500.00 1,170 $ 3.10 1.00 $ 1,682.70 THIS PERIOD QTY ARiOUNT 1.0 $150.00 1.0 $95.00 0.0 $0.00 2.0 $370.00 10.0 $100.00 0.0 $0.00 45.0 $139.50 1.0 $1,682.70 $ (61,715.26 $1,83230 $163,537.46 . .. ........................ .. ~ Tb;ra~:jldis ~~RI4b:. ... ..... .... . 'MOUNT EARNED $163,537.46 $ 419,207.34 AMOUNT RETAINED $ 8,nss7 $ 2osso.37 MATERIAL ON SITE ~ - $ MATERIAL DEDUCT. $ - $ - PREVIOUS PAYMENTS - - ~ ~ ~ ~ - ••*•*••••*«~•*•••••*•••*•••••••*«..«.«.,« $ 242,886.39 AMOUNT DUE $155,36058 $155,360.5E TOTAL TO DATE QTY A14101?NT 35.0 $5,250.00 1.0 $95.00 7.0 $315.00 2.0 $370.00 10.0 $100.00 1.0 $500.00 1,215.0 $3,766.50 l.o $1,GS2.7o $413,258.14 $5,949.20 $419,207.34 Pay Estimate 2010 main street no 2.xls 2 OF 2 FROM: August 1, 2010 T0: September 10, 2010 PROJECT: 182nd Avenue Storm Sewer Improvements OWNER: CITY OF ELK RIVER AMOUNT OF CONTRACT ORIGINAL: $38,652.36 REVISED: CONTRACTOR: Brenteson Companies, Inc. ADDRESS: P.O. Box 335, Big Lake, MN 55309 PHONE: (763) 263-3100 FAX: (763) 241-1798 CONTRACT ITEMS THIS PERIOD TOTAL TO DATE ITEM DESCRIPTION [INIT QTI'. UNIT QTY AMOUNT QTY AMOUNT N0. T01'AL PRICE crucntn c t n_cTQGCT t MOBILIZATION ~ 2 REMOVE CONCRETE CURB LF 3 REMOVE CONCRETE WALK SF 4 REMOVE CONCRETE PAVEMENTI SY 5 REMOVE BITUMINOUS PAVEMENT SY 6 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) LF 7 SALVAGE AGGREGATE CY 8 AGGREGATE BASE CLASS 5 (LV) CY 9 MILL BITUMINOUS SURFACE (l.5") SY l0 TYPE MV3 REAR COURSE)t11JCTURE (MV1VE35035B) 'TUN 1 I TYPE LV3 NON-WEARING CUURSE MG~ITURE (LVNW35030B) TON 12 BITUMINOUS tvi.4'IERIAL FOR TACK COAT GAL 13 ADNST FRAME AND R[NG CASTING EACH 14 4" CONCRETE SB)EWALK SF 1 S CONCRETE CURB AND GUTTER 28" SURMOUNTABLE LF 16 8" CONCRETE VALLEY GUTTER SY 17 8"CONCRETE VALLEY GUTTER TRIANGULAR SECTION EACH 18 TRUNCATED DOMES (PEDESTRIAN CURB RAMP) EACH 19 TRAFFIC CONTROL LS 20 INLET PROTECTION EACH PAY ESTIMATE N0.1 COMPLETION DATE ORIGINAL: 09130!10 REVISED: 1.D0 $ 2,407.19 108 $ 9.00 68 $ 0.77 21.4 $ 0.62 371 $ 1.48 232 $ 3.50 136.0 $ 0.85 45 $ 13.45 113 $ 8.80 41 $ I15.iD 47 $ 110.00 20 $ G.OS 3 $ 311.00 68 $ 5.50 IDs $ 2tso 5 $ 60.50 z $ ssD.Do I $ 550.00 1.00 $ 880.00 6 $ 235.30 1.00 $2,407.19 191 $1,719.OD 98 $1>.4G G.7 $4.15 371 $549.08 215 $752.50 D $o.ao G8 $914.60 6S $572.00 40.41 $4,667.36 45.07 $4,957.10 12 $72.64 3 $933.00 98 $539.00 191 $5,252.50 6.7 $405.35 2 $1,100.04 1 $550.D0 1.00 $880.00 5 $f,426.50 1.00 $2,407.19 I9l $1,719.OU 98 $75.46 6.7 $4.15 371 $549.08 215 $752.50 0 $0.00 68 $914,60 G5 $512.00 40.41 $4,667.36 45.07 $4,957.70 12 $72.60 3 $933.00 98 $539,00 191 $5,252.50 6.7 $405.35 ~2 $!,100.00 1 $550.00 1.00 $880.00 5 $1,426.50 Pay Estimate 182nd St Stam No 1.xls I OF 2 CONTRACT ITEMS THIS PERIOD TOTAL TO DATE ITEM DESCRIPTION UNIT QTY. UNIT QTl' Al1l0UNT QTY AMOUNT NU. TOTAL PRICE o~ucn~n c ~ n cTnona 2 ] REbIOVE SEWER PIPE (STORM) LF 22 4" PERF TP PIPE DRAIN LF 23 l2" RC Pll'E SEWER DES 3006, CL V LF 24 CONNECT TO EXISTING DRAINAGE STRUCTURE EACH 25 CONST DRAINAGE STRUCTURE DESIGN 48-4020 EACH 26 REPAIR DRAINAGE STRUCTURE EACH T01'AL SCHEDULE 1.0 TOTAL SCHEDULE 2.0 T TOTAL THIS PERIOD T TOTAL TO DATE . , :TOT,At 71-11S:PERIb[} : ; tOTAL;79 UA7~E : . AMOUNT EARNED $40,207.30 $ 4o,2o7so ........................ AMOUNT RETAINED $ 2,010.36 $ 2,010.38 . . MATERIAL ON SITE ~ - $ - ._. MATERIAL DEDUCT. $ - $ - PREVIOUS PAYMENTS ««««««««««««««««««««««««««.««,««««««««.«,« $ _ 4MOUNT DUE . 38,196.93 . ~ $38,19ti.9~ Pay Estimate 182nd Si Storm No t.xfs 2 OF 2 103 $ 8.67 IS9 $ 9.02 194 $ 25.39 3 $ 1,000.00 I $ 1,621.85 3 $ 148.44 100 $867,00 174 $1,569.48 194 $4,925.66 3 $3,400.00 1 $1,621.88 3 $445.32 $27,777.99 $12,429.31 $4Q207.30 100 $867.00 174 $1,569A8 194 $4,925.66 3 $3,ooa.oo 1 $1,621.85 3 $445.32 $27,777.99 $12,429,31 $40,201.30