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PAY ESTIMATE #1
<br /> CITY OF RAMSEY,
<br />TH No. 47 Pedestrian Underpass
<br />And Bituminous Trail Construction
<br />Improvement Project No. 05-29
<br />
<br />Owner
<br />
<br />September 12, 2005
<br />I Ionorable Mayor & City Council
<br />City of Ramsey
<br />
<br />15153 Nowthen Blvd. NW
<br />Ramsey, MN 55303-6197
<br />
<br />RE: TH No. 47 Pedestrian Underpass and Bituminous Trail Construction
<br />Contractor: Landwehr Construction, Inc.
<br />Contract Amount: $352,639.00
<br />Award Date: July 27, 2005
<br />Completion Date: October 15, 2005
<br />
<br />O~.ar Council Members:
<br />
<br />Tile following work has been completed on the above-referenced project by Landwehr Construction Inc.
<br />
<br />BID SCHEDULE "A" Pedestrian Underpass and Bituminous Trail Construction
<br />
<br /> Used to
<br />tern Description Estimated Quantity Unit Price Contract Price [ Date Extension
<br />
<br /> i MOBILIZATION 1 LUMP SUM $3,500.00 $ 3,500.00 0.5 $ 1,750.00
<br /> 2 REMOVE BITUMINOUS PAVEMENT 200 SY $5.00 $ 1,000.00 200 $ 1,000.00
<br /> 3 SAWING BITUMINOUS PAVEMENT FULL DEPTH 60 LF $3.00 $ 180.00 60 $ 180.00
<br />
<br />_ d~._COMMON EXCAVATION, EV 3500 CY $4.00 $ 14,000.00 3,000' $ 12,000.00
<br />5 ISALVAGE TOPSOIL (EV) 200 CY $3.00 $ · 600.00
<br />
<br />6 SALVAGE AND REINSTALL AGGREGATE SURFACE (LV 30 CY $3.00 $ 90.00 $
<br />7 AGGREGATE BASE CLASS 5 MODIFIED 140 TON $12.00 $ 1,680.00 95 $ 1,140.00
<br />8 TYPE MV3 WEARING COURSE MIXTURE 85 TON $130.00 $ 11,050.00 45 $ 5,850.00
<br />9 TYPE MV3 NON-WEARING COURSE MIXTURE 50 TON $100.00 $ 5,000.00 45 . $ 4,500.00
<br />10 BITUMINOUS MATERIAL FOR TACK COAT 15 GAL $10.00 $ 150.00 15 $ 150.00
<br />11, ORNAMENTAL METAL RAILING TYPE A 24 LF $100.00 $ 2,400.00 $
<br />I2 ORNAMENTAL METAL RAILING TYPE B 120 LF $100.00 $ 12,000.00 $
<br />i:J CONCRETE CAST-IN-PLACE HEAOWALL 2 EACH $56,100.00 $ 112,200.00 $
<br />i4 ARCHITECTURAL TEXTURE TREATMENT 995 SF $31.00 $ 30,845.00 $
<br />15 ARCHITECTURAL COLOR SYSTEM 995 SF $4.40 $ 4,378.00 $
<br />16 14X10 PRECAST CONCRETE BOX CULVERT 190 LF $1,300.85 $ 130,085.00 100 $ 130,085.00
<br />17 !8" RC APRON AND GRATE 1 EACH $1,400.00 $ 1,400.00 1 $ . 1,400.00
<br />
<br /> i_8._ , ! 5" RC PIPE SEWER DESIGN 300~, CL5 21 LF $25.00 $ 525.00 21 $ 525,00
<br /> 19 ]!8" RC PIPE SEWER DESIGN 3006, CL3 235 LF $28.00 $ 6,580.00 235 $ 6,580.00
<br />
<br />20 14" STEEL CASING PIPE (OPEN CUT) 140 LF $50.00 $ 7,000.00 140 $ 7,000.00
<br />
<br />21 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4020 8 LF $200.00 $ 1,600.00 8 $ 1,600.00
<br />
<br />?2~_CASTING ASSEMBLIES A-7D 1 EACH $400.00 $ 400.00 1 $ 400.00
<br />ICASTING ASSEMBLIES M-6 (721) 2 EACH $400.00 $ 800.00 2 $ 800.00
<br />2~__ COJ~_TRUCT DRAINAGE STRUCTURE DESIGN H - 4006 1 EACH $352.00 $ 352.00 1 $ 352.00
<br />25 _}~ANDOM[ RiP RAP CLASS 2 10 CY $70.00 $ '700.00 $
<br />26 IRANDOM RIP RAP CLASS 3 6 CY $90.00 $ 540.00 $
<br />~Z~S~LT FENCE TYPE MACHINE SLICED 220 LF $4.00 $ 880.00 $ -
<br />._2_8_ ]~E_~_EDING 1.3 ACRE $800.00 $ 1,040.00 $
<br />~._9 SEED MIXTURE 260 130 LB $2.00 $ 260.00
<br />_3?_JMULCH MATERIAL TYPE 3 2.6 TON $400.00 $ 1,040.00 $
<br />1
<br />3-1 ICOMMERCIAL FERTILIZER ANALYSIS 24-2-24 520 LBS $0.70 $ 364.00 $
<br />
<br />Total Bid Schedule "A" - PEDESTRIAN UNDERPASS
<br />
<br />$ 352,639.00 $ 175,312.00
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<br />,a~7~PF~y~hm~f~ ~1 PE - 1 of 2
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