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PAY ESTIMATE #3
<br />CITY OF RAMSEY,
<br />TH No, 47 Pedestrian Underpass
<br />And Bituminous Trail Construction
<br />Improvement Project No. 05-29
<br />4o-"ernner 4, 2005
<br />I-iunoraole Mayor S City Council
<br />:ih; of Ramsey
<br />`. iSP, Nowthen Blvd. NW
<br />ams y, MN 55303-6197
<br />E- `H No. 47 Pedestrian Underpass and Bituminous Trail Construction
<br />,ontractor. Landwehr Construction, Inc,
<br />or,iract Amount: S352,639.00
<br />!,vard Date: July 27. 2005 _
<br />;ml;letion Date: October 15, 2005
<br />;rear Council Members:
<br />he following work has been completed on the above -referenced project by Landwehr Construction, Inc.
<br />;',I-D SCHEDULE "A" Pedestrian Underpass and Bituminous Trail Construction
<br />Owner
<br />.ern Description
<br />Estimated Quantity
<br />Unit Price
<br />Contract Price
<br />Used to
<br />Date
<br />Extension
<br />MOBILIZATION
<br />1
<br />LUMP SUM
<br />$3.500.00
<br />$ 3,500.00
<br />1
<br />$ 3,500.00
<br />(REMOVE BITUMINOUS PAVEMENT
<br />200
<br />Sy
<br />$5.00
<br />$ 1,000.00
<br />200
<br />$ 1,000.00
<br />__SAWING BITUMINOUS PAVEMENT FULL DEPTH
<br />60
<br />LF
<br />$3.00
<br />$ 180.00
<br />60
<br />$ 180.00
<br />!COMMON EXCAVATION, EV
<br />3500
<br />CY
<br />$4.00
<br />$ 14,000,00
<br />3,500
<br />$ 14,000.00
<br />(SALVAGE TOPSOIL (
<br />200
<br />CY
<br />$3.00
<br />$ 600.00
<br />200
<br />$ 600.00
<br />6 ;SALVAGE AND REINSTALL AGGREGATE SURFACE LV
<br />30
<br />CY
<br />$3.00
<br />$ 90.00
<br />$
<br />i BASE CLASS 5 MODIFIED
<br />140
<br />TON
<br />$12.00
<br />$ 1.650.00
<br />95
<br />$ 1,140.00
<br />_AGGREGATE
<br />8 TTYPE MV3 WEARING COURSE MIXTURE
<br />85
<br />TON
<br />$130.00
<br />$ 11,050.00
<br />45
<br />$ 5,850.00
<br />9 TYPE MV3 NON -WEARING COURSE MIXTURE
<br />50
<br />TON
<br />$100.00
<br />$ 5,000.00
<br />45
<br />$ 4,500.00
<br />to J BITUMINOUS MATERIAL FOR TACK COAT
<br />15
<br />GAL
<br />$10.00
<br />$ 150.00
<br />15
<br />$ 150.00
<br />11RNAMENTAL METAL RAILING TYPE A
<br />�ORNA_MENTAL METAL RAILING TYPE B
<br />24
<br />120
<br />LF
<br />LF
<br />$100.00
<br />$100.00
<br />$ 2,400.00
<br />$ 12,000-00
<br />24
<br />120
<br />$ 2,400.00
<br />$ 12,000.00
<br />3 (CONCRETE CAST -IN -PLACE HEADWALL
<br />2
<br />EACH
<br />$56.100.00
<br />$ 112,200.00
<br />2
<br />$ 112,200.00
<br />a (ARCHITECTURAL TEXTURE TREATMENT
<br />995
<br />SF
<br />$31.00
<br />$ 30,845.00
<br />995
<br />$ 30,845.00
<br />ARCHITECTURAL COLOR SYSTEM
<br />995
<br />SF
<br />$4.40
<br />$ 4,378.00
<br />995
<br />$ 4,378.00
<br />6 j14X10
<br />PRECAST CONCRETE BOX CULVERT
<br />100
<br />LF
<br />$1,300.85
<br />$ 130,085.00
<br />100
<br />$ 130,085.00
<br />- !a" RC APRON AND GRATE
<br />1
<br />EACH
<br />$1,400.00
<br />$ 1,400.00
<br />1
<br />$ 1,400.00
<br />8 °S' RC PIPE SEWER DESIGN 3006. CL5
<br />21
<br />LF
<br />$25.00
<br />$ 525.00
<br />21
<br />$ 525.00
<br />!'8" RC PIPE SEWER DESIGN 3006, CL3
<br />235
<br />LF
<br />$28.00
<br />$ 6,580.00
<br />235
<br />$ 6,580.00
<br />?p 1a° STEEL CASING PIPE OPEN CUT)
<br />140
<br />LF
<br />$50.00
<br />$ 7,000.00
<br />140
<br />$ 7,000.00
<br />CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4020
<br />8
<br />LF
<br />$200.00
<br />$ 1,600.00
<br />8
<br />$ 1,600.00
<br />"? ;CASTING ASSEMBLIES A-7D
<br />1
<br />EACH
<br />$400.00
<br />s 400.00
<br />1
<br />$ 400.00
<br />- (CAS T ING ASSEMBLIES M-6 721
<br />2
<br />EACH
<br />$400.00
<br />$ 800.00
<br />2
<br />$ 800.00
<br />_CONSTRUCT DRAINAGE STRUCTURE DESIGN H - 4006
<br />1
<br />EACH
<br />$352.00
<br />$ 352.00
<br />1
<br />$ 352.00
<br />RANDOM RIP RAP CLASS 2
<br />10
<br />CY
<br />$70.00
<br />$ 700.00
<br />10
<br />$ 700.00
<br />',C RIP RAP CLASS 3
<br />6
<br />CY
<br />$90.00
<br />$ 540.00
<br />6
<br />$ 540.00
<br />_!RANDOM
<br />iSIL- FENCE TYPE MACHINE SLICED
<br />220
<br />LF
<br />$4.00
<br />$ 880.00
<br />I $
<br />gE DING
<br />1.3
<br />ACRE
<br />$800.00
<br />$ 1.040.00
<br />1
<br />$ 800.00
<br />SEED MIXTUP,E 260
<br />130
<br />LB
<br />$2.00
<br />$ 260.00
<br />100
<br />$ 200.00
<br />14UL H MAI ERIAL TYPE 3
<br />2.6
<br />TON
<br />S400.00
<br />$ 1,040.00
<br />2
<br />$ 800.00
<br />COMMERCIAL FERTILIZER ANALYSIS 24-2-24
<br />520
<br />LBS
<br />$0.70
<br />$ 364.00
<br />400
<br />$ 280.00
<br />aid ;jchedule "A" - PEDESTRIAN UNDERPASS
<br />11
<br />$ 352,639.OD $ 344,805.00
<br />PE - 1 of 2 -g1'
<br />
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