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1997-09-12 Recommendation Payment 2 SEP.12.1997 8:25AM BWK NO.017 P.2/4 e e RECOMMENDATION FOR PAYMENT NO.2 Projec:l No.: 96215 Project Name: Falfield Addition Project Owner: LIttle Mountain Development, LLC Contratt Dale: Mey 29, 1997 Per10d Ending: September 6, 1997 ApPlication Oatil; September 1 S, 1997 Contredof: R.P. Utilities, Inc. P.O. Box 829 Annandale, MN 55302 Application Amount; $&8,506.40 To L.lttle Mountain Development Co. Attac/led Ileftllo 1& lhe CONTRACTOR'a Appbtfoo fgr PlIYment fllr Worle e=ornpllshecl undlr tne Contract tnrollll" DIe dll18 Indicated above. T1\8 Appllc.lIlIon rneetslt1e requlrelftentl of !he Conll'llct DCCUlftlWllS ana InClLld8S It1e CONTRACTOR" CerIlflCllle elaUng that 11ft prevtO\ll pllymenVi to him ul'llllf lilt COntract i'1VO lWlen epPIled by him 10 dlKhlrge In MllIII of Ills ~nnKllOll with !he WOrk CCM'l1'ld by all prior AppllClllJCns for paymlnlS. In Bl;COI'dllnce wfth lt1e ContrIct the u!lderJIDnld reconunends payment to !I'll CONTRACTOR of the amount dve .. thewn lIbow. ENGINEI:R's Recommendation: TIllt AppIlc.lItIon (w1!1'l accompanying lIOCUmlMtltiOfl) M'IIIlS tile requlremen18 of the Con\l1lct Documents Ind payment of the above AMOUNT DUE ntlS APPUCATlON IS recommel1dtld. 11..sep-97 By Bonestrco Williamson KQlsmith Da'lId Jr. := Statement of Work Original Price: Net Change Orders: CUrTent Price: $278,670.25 $36,340.00 $315,010.25 Work to Date. Retainage (5%): Subtotal: Prevlous Payments: Amount Due: $252,354.00 $12.G17.70 $239.736.30 $111.229.90 $68,506.40 CONTRACTOR's Certification: The undelSlgned CONmACTOR Clr\1fi8S !I'llt (,) lIll previous progms plYm8nts rwcalYll1 from OWNER Ol'lllcecunt afWOrl< done under lt1e Contnlct reflll'tltl to above hllve been applied to dlsehllrgl'lln M aq abllgaUana of CONTRACTOR InCllrred In connectIOn with tne Work CCYl'IrecI t)y pttor Appllc8tlons tor Payment numlllred , througl1 , InclUlIve; 1m! (2) !IlIe to all malll1alS end equipment iIltl:lrpo~ In laid Work or otherwise Ilstetf In or CCV8fClCI by 1111& AppllcaUon fllr PII)'Il'I8n'l will paSI to OWNER at time of payment free inti clelr of alllllftS, claims, Sl'ICurtty Ind lnc:umllf8nces (except sucn as covered by Bond accepmblalo OWNER). Olned: By RP. Utilities, Inc. PA96215.xls Page 1 SEP.12.1997 8:25AM BWK NO.017 P.3/4 e e APPLICATION FOR PAYMENT NO. 2 To(OWNER): Contract for. Project No.: Contract Date: For work accomplished through: Little Mountain Development. LLC Faifield Addition 96215 May 29, 1997 September 6.1997 ITEM ITEM UNIT UNIT EST. ACTUAL TOTAL NO. PRICE QUANT. QUANT. 1 CLEARING & GRUBBING AC. $2,500.00 0.40 0.40 $ 1,000.00 2 REMOVE EXISTING FENCE L.F. 0.50 375.00 375.00 187.50 3 SAWCUT EXrSTING BITUMINOUS l.F. 3.00 36.00 4 ADJUST MANHOLE CASTING EACH 250.00 1.00 5 COMMON EXCAVATION l.S. 45,100.00 1.00 1.00 45,100.00 6 SUBGRADE EXCAVATION C.Y. 2.00 2,240.00 12,963.00 25,926.00 7 SUBGRADE GRANULAR BORROW (LV) C.Y. 5.45 3,140.00 B AGGREGATE BASE, CL5 C.Y. 7.25 3,059.00 9 BITUMINOUS BASE COURSE * TON 23.00 840.00 10 BITUMINOUS WEAR COURSE * TON 24.50 505.00 11 CONCRETE CURB & GUnER L.F. 5.90 3,025.00 12 12" RC PIPE SEWER, DES 3006, CL III l.F. 20.50 94.00 74.00 1.517.00 13 18" RC PIPE SEWER, DES 3006, CL IfI LF. 23.50 324.00 324.00 7,614.00 14 21" RC PIPE SEWER, DES 3006. CL IfI L.F. 25.50 752.00 752.00 19,176.00 15 12" RC PIPE APRON wlTRASH GUARD EACH 600.00 2.00 2.00 1.200.00 16 21" RC PIPE APRON wlTRASH GUARD EACH 900.00 1.00 1.00 900.00 17 CATCH BASIN. 27" PRECAST EACH 700.00 2.00 2.00 1,400.00 18 CATCH BASIN, 4B" PRECAST EACH 900.00 5.00 5.00 4,500.00 18 RANDOM RIPRAP. CLlI TON 30.00 15.00 20.00 600.00 20 10~ pvc SANITARY SEWER (B'.101 L.F. 16.00 200.00 200.00 3,200.00 21 10" PVC SANITARY SEWER (10'.12' L.F. 18.00 553.00 553.00 9,954.00 22 10" PVC SANITARY SEWER (12'-14') L.F. 20.00 375.00 375.00 7.500.00 23 10" PVC SANITARY SEWER. (14'-16') L.F. 22.00 350.00 350.00 7,700.00 24 10' PVC SANITARY SEWER (16'-16' L.F. 25.00 50.00 50.00 1,250.00 25 STANDARD SANITARY MANHOLE EACH 1,000.00 6.00 6.00 6.000.00 26 EXCESS SANITARY MANOLE DEPTH l.F. 75.00 29.00 27.00 2.025.00 27 CONNECT TO EXISTING MANHOLE EACH 350.00 1.00 1.00 350.00 28 10" x 4" PVC WYE EACH 50.00 24.00 24.00 1,200.00 29 4" PVC SERVICE PIPE L.F. 8.00 910.00 886.00 7,08e.00 30 4" PVC ClEANOUT EACI-l 150.00 1.00 1.00 150.00 31 6" PVC G-900 WATERMAIN L.F. 8.00 56.00 56.00 448.00 32 8" PVCC-900WATERMAIN LF. 11.50 1.520.00 1,520.00 17.480.00 PA96215.xls Page 2 SEP .12.1997 8:26AM BWK NO. ell 7 P.4/4 ITEM ITEM UNIT UNIT EST. ACTUAl TOTAL NO. PRice QUANT. QUANT. 33 6" GATE VALVE & BOX EACH 550.00 4.00 4.00 2.200.00 34 8" GATE VALVE & BOX EACH 700.00 4.00 4.00 2,800.00 35 5"HYORANT EACH 1 ,300.00 4.00 4.00 5.200.00 36 FITTINGS LaS. 1.50 680.00 ees.OO 997.50 37 '" CORPORATION WI SADDLE EACH 50.00 24.00 24.00 1.200.00 38 1" CURB STOP & BOX EACH 70.00 24.00 24.00 1 ,680.00 39 1" COPPER SERVICE PIPE L.F. 9.00 900.00 884.00 7.958.00 40 CONNECT TO EXISTING WATERMAIN EACH 350.00 1.00 1.00 350.00 41 6" HDPE DRAIN PIPE l.F. 6.00 1,335.00 SEE CO#2 42 CONNECT TO EXISTING AELD DRAIN TILE EACH 350.00 1.00 1.00 350.00 43 SEED, FERT.. MULCH & DISC ANCHOR AC. 1,000.00 0.80 44 SODDING S.Y. 3.50 100.00 45 STANDARD BARRICADES EACH 300.00 6.00 46 SILT FENCE L.F. 2.00 1,500.00 1,500.00 3.000.00 ..... CHANGE ORDER NO.1 - · REFLECTS CHANGE ORDER NO.1 - CHANGE ORDER NO. 2'- 201 6" HOPE DRAIN PIPE LF. 6.00 715.00 715.00 4,290.00 202 S" HOPE DRAIN PIPE LF. 6.50 620.00 620.00 4,030.00 203 4" RISER PIPE LF. 4.00 75.00 75.00 300.00 204 S" Ie 4" TEE EACH 85.00 8.00 6.00 510.00 205 6" x 4" TEE EACH 75.00 6.00 7.00 525.00 301 -- CHANGE ORDER NO.3..... COMMON BORROW ON SITE C.Y. 2.70 7,000.00 18,900.00 401 .... CHANGE ORDER NO.4 ...- COMMON BORROW OFF SITE C.Y. 4.10 6,000.00 24,800.00 TOTAL TO DATE $ 252.354.00 PA96215.xts Page 3