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PAY ESTIMATE NO. 3 (Final)
<br />
<br />October 31, 1996
<br />
<br />WB Miller, inc.
<br />6701 Norris Lake Road NW
<br />Elk River, MN 55330
<br />
<br />RE: Storm Sewer and Street Construction; McKinley Street NW
<br /> Improvement Project 96-18
<br />
<br />Contract Amount:
<br />Award Date:
<br />Completion Date:
<br />
<br />$74,647.50
<br />May 31,1998
<br />August16,1996
<br />
<br />Bid Schedule A - Storm Sewer
<br /> Estimated Unit Contract Used to
<br />Item Description Quantit Price Cost Date Extension
<br />
<br /> 11'. ..... ~-5'-,;'i~C'-i~'-C,-L 5 (All depths) 106 ILl~ $22.00 ILF $2,332.00 40 LF $880.00
<br /> 2. 18" RCP CL 3 (All depths) 24 LF 24.00 LF 576.00 32 LF 768.00
<br /> 3. 30" RCP CL 3 (All depths) 606 LF 45.00 LF 27,270.00 826 LF 37,170.00
<br /> .4. 118" CS Pipe Culvert 14 Gauge 72 LF 16.50 LF 1,188.00__ 72 LF 1,188.00
<br />15. 18" CM Pipe Apron 2 EA 150.00 EA 300.00 2 EA 300.00
<br />6. 18" RC Pipe Apron w/Trash Guard I EA 600.00 EA 600.00 1 EA 600.00
<br />7. 30" RC Pipe Apron w/Trash Guard 1 EA 1,100.00 EA 1,100.00 1 EA 1,100.00
<br />8. Construct Manhole (6' Diameter) 1 EA 2,500.00 --A 2,500.00 1 EA 2,500.00
<br />9. Construct Manhole (5' Diameter) 2 EA 2,000.00 EA 4,000,00 2 EA 4,000.00
<br />10. Construct CB Manhole-48" 1 EA 1,200.00 EA 1,200.00 I EA 1,200.00i
<br />11. Construct Standard Manhole 1 EA 1,200.00 EA 1,200.00 1 EA 1,200.00:
<br />L Construct Standard Catchbasin 1 EA 1,000.00 EA 1,000,00 1 EA 1,000.00
<br /> Random Riprap cL II1 w/Geo. Fabric 13 CY 55.00 !CY 715.00 8 CY 440.00
<br /> !13.,
<br /> !14-- Remove 15" CMP 50 LF 4.00 LF 200.00 50 LF ........ 200.00
<br />
<br />TOTAL BID SCHEDULE "A": $44,181.00 $52,546.00 v/'
<br />
<br />Bid Schedule B - Street (McKinley Street)
<br /> Estimated Contract Used to
<br />Item Description Quantit~ Unit Price Cost Date Extension
<br />
<br />11~. Common Excavation 1,450 C'~' $3.00 CY $4,350.00 i 1,350 CY $4,050.00
<br /> Subgrade Preparation 5 RS 150.00 RS 750.00 5 RS 750.00
<br />3. Aggregate Base, Class 5 750 Ton 7.00 Ton 5,250.00 576 Ton 4,032.00
<br />4. Type 41 Wearing Course Mix 170 Ton 29.25 Ton 4,972.50 202 Ton 5,908.50
<br />5. Type 31 Base Course Mix 330 Ton 23.75 Ton 7,837.50 329.6 Ton 7,828.00
<br />6. Bituminous Material for Tack Coat 100 Gal 1.00 Gal 100.00 80 Gal 80.00
<br />7. Concrete Curb & Gutter Design, B618 9t0 LF 6.65 LF 6,051.50 843 iLF 5,605.95
<br />i8. Adjust Manhole 2 EA 150.00 EA 300.00 3 lEA 450.00
<br />9. Seeding 0.4 Ac 500.00 Ac 200.00 0.4 Ac 200.00
<br /> t0. Seed Mixture 800 20 LB 2.00 LB 40.00 30 LB 60.00
<br /> 1117: Mulch Material Type 1 0.8 Ton__ 200.00 Ton 160.00 1 Ton
<br /> 2OO.OO
<br /> Disk Anchoring 0.4 Ac 50.00 Ac 20.00 0 Ac 0.00
<br />113. Wood Fiber Blanket, Type Regular 200 SY 2.00 SY 400.00 0 SY 0.00
<br />114. Commercial Fertilizer (20-10-t0) 0.1 Ton 350.00 Ton 35.00 0.1 Ton 35.00
<br />
<br />Total Bid Schedule "B": $30,466.50 $29,199.45
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<br />RA3150p3.WK4 Page 1
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