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DEC, 5.2007 11.28AM <br />HAKANSON ANDERSON <br />PAY ESTIMATE #4 (FINAL) <br />City of Ramsey <br />Ramsey Town Center <br />Phase 2, Segment 2, Utility and Street Improvementq <br />N0, 1209 P, 3 <br />OWNER <br />ITEM <br />N0. <br />ITEMDESCRtPTION ESTIMATED <br />QUANTITY <br />UNIT CONTRACT UNIT <br />PRICE <br />CONTRACTAMOUNT USED TO <br />DATE <br />EXTENSION <br />3B CONSTRUCT DRAINAGE STRU R D SIGN 48-4020 B LF 10,00 1 zeD.oo 14.12 2 Bes.zD <br />3B coN uCT DRAINAGE STRUCTURE DESIGN 5a • 4D2o 6 LF S37S.oD z 26D.oD 6 25D.DD <br /> <br />4D 48• CIA. SAN, MN (0' • B' DEPTH) INCL, FRAME AND <br />ASTINO <br />1 <br />EACH <br />S7 esD.aD <br />1 640.OD <br />1 <br />5 1 080.00 <br />41 CASTING ASSEMBLIES SPECIAL 6 EACH 5420 00 2 520.00 B 2 520,00 <br />a2 CASTING ASSEMeues A•7D 1 EACM 260.00 260.00 1 2aD.DD <br />43 CONNECT 70 EX. AN. M CORE DRILL 1 EACH 3650.00 860 00 i 850 DO <br /> <br />44 CONSTRUCT MH OVER 12" 5AN (0'^ B' DEPTW) INCL. <br />FRAME AND CAS77N <br />1 <br />EA <br />$2 000.00 <br />2 000.00 <br />1 <br />2000.00 <br />45 ONSTRUCT DRAINAGE STRUCTURE CES16N SPE IAL 1 3 EACH BSO.DD 2 550,00 3 2 65000 <br />46 ADJUST FRAME AND RING CA TIN 1fi EACM 26D 4 000.00 16 4000,00 <br />47 EXTRA DEPT 46" fd H >8 4.2 F 100.00 420.00 3,5 350.00 <br />48 ONCRETE CURB AND GUTTER DESIGN 6616 3505 LF SB.75 3D 698,75 3 240 ZB 426. b <br />4D CONCRETETRIAN A v LL GU ER SECTIONS. 1D EACFI 300,00 3000.00 <br />50 CONCRET VA UTTER 106 15.00 1576.00 278 4170.00 <br />51 TRAFFCCONTROL ~ 1 LS 1000.00 S 1000.00 1.D 1000.00 <br />62 PE 1118ARRICADE b EACH S4oD.oD 2000,00 s s - 1 200,00 <br />53 SIGN PANELS TYPE C 12.5 SF 54D.o0 500.D0 35.75 1 430,00 <br />S4 PAVEMENT M SSA E COMBINATION ARRO PAINT 1 EACH '100,00 S 100.00 1 $ 100.00 <br />55 PA TMESSAGE RIGHTARRO EPOXY 1 AC 100.00 100.00 1 1a0.0D <br />b6 PAVEMENT MESSAGE LEFTARRO EPOXY 1 EACH 5100.00 100,00 1 5 100.00 <br />47 PAVEMENT MESSAGE ONLY EPOXY 3 EACH 175.00 328.00 3 524.00 <br />5B F & 1 IG PANEL TYPE "D" 1 EACH 5400.OD S aD0,00 1 4DD o0 <br />59 4' BROKEN LINE YELLOW EPOXY 14DS LF SD 12 17D.40 1 500 180.00 <br />80 4^ SOLID LINE WWI7'E • EPOXY 2470 L 30.42 1037.40 2 246 943.32 <br />61 24" STOP LINE WHITE • EPOXY 64 LF Se.oD 512.00 e< 61 ,00 <br />82 39"SOLID LINE WHITE • PQ Y 102 LF SB o0 618.00 4B 30.00 <br />63 a^DDLtaL LID LINE YELLOW-EPOXY 1BO LF 1.00 180.00 266 285,00 <br />Ba 24^S LID t ELLOW-PAINT zo LF 56.00 120.00 20 120.00 <br />e5 I T F CE TYPEMACHINE BLICED 39 LF t90 7 sae 00 <br />66 TEMP ARY CONSTRUCTION ROCK ENTRANCE 2 EACH 5D.00 6op,OD 5 <br />97 SEEDING" 1.H ACRE 525D.o0 x40.00 2.40 5 600.00 <br />fiB SEED MIXTURE 260 180 2.50 $ 450.00 240 800.00 <br />69 MULGW MATERIAL TYPE 3 3 TON 5775.00 5 625,00 e.SD S ~ 797.6D <br />70 EROSION CONTROL ELANKET TEGO Y3 4D SY 0.00 3 240.D0 <br />71 C MMERGAL FERTiLfZER ANALYSIS 24-0-24 720 LB 30.7D SD4 00 500 ~ 35D.00 <br />Total E16 Sehedu-e "A" S 329.518.55 S 308,835.19 <br />ITEM <br />N0. <br />ITEMDESCRIP710N ESTIMATED <br />QUANTITY UNIT cONTRACTUNiT <br />PRICE <br />CDNTRACTAMOUNT USED TO <br />DATE <br />EXTENSION <br />9 Incen9ve Pa • Rhlnenone L Pave en(pon~l 1 LS 5593.98 599.88 1 493.98 <br />ToWI Incontive Pay i 693.9e S SBS.Bti <br />S:10FFICE\MUnlcipallAr~msoy434781SPEC200iW317Bpe PE - 2 <br />-114- <br />