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PAY ESTIMATE #2
<br /> CITY OF RAMSEY,
<br />TH No. 47 Pedestrian Underpass
<br />And Bituminous Trait Construction
<br /> improvement Project No. 05-29
<br />
<br /> ill
<br />
<br />Engineer
<br />
<br /> Chef ,, 200~
<br /> ~cr,cranle Mayor & City Council ,q. amsey
<br />
<br /> Nov.xhan Bird· NW
<br />~;~n.~:r~v MN 55303-6197
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<br /> H No 47 Pedestrian Underpass and Bituminous Trail Construction
<br />c,¢¢luac~or: Landwe~r Construclion, Inc.
<br />E.{,uract A, mount: $352,639.00
<br /> Da[e: Juiy 27, 2005
<br />Conl(~ietior~ Date: Oc~eber 15, 2005
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<br />[ ~.~r C;ouncl! Members:
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<br />work has been completed on the above-referenced project by Landwehr Construction, Inc.
<br />
<br />~;ID ~CHEDL~LE "A" Pedestrian Underpass and Bituminous Trail Construction
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<br />HCh~!
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<br /> I Used to
<br /> Description Estimated Quantity Unit Price Contract Price Date Extension
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<br />.JlLiZATION 1 LUMP suM $3,500.00 $ 3,500.00 i $ 3,500.00
<br />4OVE BITUMINOUS PAVEMENT 200 SY $5.00 $ 1,000.00 200 $ 1,000.00
<br />VING BITUMINOUS PAVEMENT FULL DEPTH 60 LF $3.00 $ 180.00 60 $ 180.00
<br />,4MON EXCAVATION, EV 3500 CY $4.00 $ 14,000.00 3,500 $ 14,000.00
<br />VAGE TOPSOIL(EV) 200 CY $3.00 $ . 600.00 200 $ 600.00
<br />_VAGE ANO REINSTALL AGGREGATE SURFACE (LV 30 CY $3.00 $ 90.00 $
<br />;REGATE BASE CLASS 5 MODIFIED 140 TON $12.00 $ 1,680.00 95 $ 1,140.00
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<br />E MV3 WEARING COURSE MIXTURE 85 TON , . $130.00 $, 11,050.00 45 $ 5,850.00
<br />E MV3 NON-WEARING COURSE MIXTURE 50 TON $100.00 $ 5,0,00.00 45 $ 4,500.00
<br />JMINOUS MATERIAL FOR TACK COAT 15 GAL ., . $10.00 $ 150.00 15 $ 150.00
<br />4AMENTAL METAL RAILING TYPE A 24 LF $100.00 $ 2,,400.00 24 $ 2,400.00
<br />~AMENTAL METAL RAILING TYPE B 120 LF $100.,00 $ 12,000.00 120 $ 12,000.00
<br />~CRETE CAST-tN-PLACE HEADWALL 2 EACH $56,100.00 $ ,112,200.00 2 $ 112,200.00
<br />;HIT~CTURAL TEXTURE TREATMENT 995 .~SF $31.00 $ 30,8.45.00 995 $ 30,845.00
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<br />;HITF_CTUP-C.,L COLOR SYSTEM 995 SF $4.40 $ 4,378.00 $
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<br />10 PRECAST CONCRETE BOX CULVERT 100 LF ,$.1,300.85 $ 130,085.00 100 $ 130,085.00
<br />~C APRON ANO GRATE 1 EACH $1,400.00 $ 1,400.00 1 $ 1,408.00
<br />7C PIPE SEWER DESIGN 3006, eL5 21 LF ' $25.00 $ 525.00 21 $ 525.00
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<br />7C PIPE SEWER DESIGN 3006, eL3 235 LF $28.00 $ ,. 6,580.00 235 $ 6,580.00
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<br />;TEEL CASiNG. PIPE (OPEN CUT) 140 LF .. '$50;00, $ 7,000.00 140 ,., $ 7,000.00
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<br />ISTRUCT DRAINAGE STRUCTURE DESIGN 48-4020 8 LF $200.00 $ 1,6,00.00 8 $ 1,690.00
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<br />TING ASSEMBLIES A-7D 1 EACH $400.00 $ 400.00 1 $ 400.00
<br />TiNG ASSEMBUES M-6/721/ 2 EACH ,,, $400.00 $ 800.00 2 $ 800.00
<br />IST~UCT DRAINAGE STRUCTURE DESIGN H - 4008 1 EACH $352.00 $ 352.00 1 $ 35'2.00
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<br />IDOIvl RIP RAP CLASS 2 10 CY $70.00 $ 700.00 10 I $ 700.00
<br />IDOM RIP RAP CLASS 3 6 CY $90.00 $ 540.00 6 $ 540.00
<br />FENCE TYPE MACHINE SLICED 220 LF $4,00 $ 880.00 $
<br />DING 1.3 ACRE_ $800.00 $ 1,040.00,
<br />D MIXTURE 260 . 130 LB $2.00 $ 260.00 $
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<br />.CH MATERIAL TYPE 3 J 2.6 TON $400..00 $ 1,040.00 $
<br />4MERCIAL FERTILIZER ANALYSIS 24-2-24 520 LBS $0.70 $ 364.00 $
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<br />iCC
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<br /> ISA[-
<br /> ~7
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<br />): r.r
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<br />iS !C
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<br />::'. ISEED
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<br />~- ~MULCH
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<br />~ iB~e Schedule "A" - PEDESTRIAN UNDERPASS
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<br />$ 352,639.00 $ 338,347.00
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<br />PE - 1 of 2
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