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PAY ESTIMATE #6 (Final)
<br /> C~TY OF RAMSEY
<br /> 141sT AVENUE ST. N.W.
<br /> UTILITY AND STREET IMPROVEMENTS
<br /> IMPROVEMENT PROJECT NO. 035
<br /> Phase II
<br />BID SCHEDULE "A" - SANITARY SEWER
<br /> Estimated Contract Unit
<br /> Item Description Quanlity Price Con~;ract Amount Used to Date Extension
<br />
<br /> 1' .[8'PVC (SOR-:JS)(0'-8') i150 'LL~ $ ~1.85 /(F $ 1,777.50 150 $ 1,77~'.50
<br /> 2 8" PVC (SDR-35) (8'-10') 105 ~, 13.85 /LF '$ 1,454.25 175 $ 2,423.7¢
<br /> ' 3 8" X 8'"Service W~,'e (SDR-26) 4 'lEA $ 57.OO /EA $ 228.00 4 $ 228.00
<br /> 4 6" PVC (SOR-26) Service ~Si'pe 128' LF $ 13.45 /LF $ 1,721.80 149 I $" 2,004.05
<br /> 5. 6 PVC~p ' .. 4 EA $ 12.30 lEA $ 49.20 '4 $ 49.20
<br /> 6 i8"PVCcap 1 EA $ 17.35' lEA $ 17.35' 1 $ '17.3~
<br /> 48" DiAmeter Manhole w/Frame and t "'
<br />
<br />. 7 Castings (0 to 8') ... 1lEA $ 1.412.00 /EA $ 1,412.00 1 $ 1,4.12.00
<br />
<br />Total 8id Schedule "A" - Sanitary Sewer .t; 6,659.90 $ 7,911.85
<br />
<br />BID SCHEDULE "B" - WATERMAIN
<br /> Estimated Contract Unit
<br /> Item Description Quantity Price Contract Amount Used to Date Extension
<br />
<br /> Cor~nect to Existing WM w110"x16"
<br /> 8 Tapping Sleeve and Valve [1 EA $ 2,300.00 lEA $ 2,300.00 1 $ 2,300.00
<br /> ' 9 6" DIP Watermain (Clas~' 5~) '" 86 LF $ 14.15 tLF $ 1,216.90 1 I0 $ 1,556.50
<br /> 10 10" DIP Waterma[n (Class 52) .... il.350 LF $ 19.3~5 /LF' $ 26,1'22.5(~ 1289 $ 24~,94'2.15
<br /> 11" Directional Drill 10" pE (SDR-11) 85 LF $ 117.00 tLF $ 9,945.00 185 $ 9,945.00 '
<br />
<br /> 12 6" Gate Valve & Box '6 EA $ 450.00 I/EA $ 2,700.00 ~3 $ 1,350.00
<br />13 10" G~te Valve & Box -- 1 EA $ 852.00 ,/EA $ 852.00 ~2 $ 1,704.00
<br />14 Hydrant .... 2 EA' $ 1,802.00 IlEA $ '3,204.00 2 .... $' 3,~(~4.00
<br />--' 15 Hydrant Exter~sic~n~ 2 LF $ 416.00 'ILF $ 832.00 0 ' ' $
<br />16 Ductile Iron Fitlings 2975 LBS $ 1.15 /LBS $ 3,421.25 3270 $ 31760.50
<br />
<br />Total Bid Schedule "B" -Watermain $ 50,593.65 $ 48,762.15
<br />
<br />BID SCHEDULE "C" - STORM SEWER
<br /> Estimated Contract Unit
<br /> Item Description Quantity Price Contract Amount Used to Date Extension
<br />
<br /> 17 !15" RC~5 (CLS) (0'-8' Depth) 175 LF S 20.70 /LF $ 3,622.50 175 $ 3,622.50
<br /> I8 115" RCP (CLS} (8'-10' Depth) 147 ~LF $ 20.70 /LF '~ 3,04~.90 159 $ 3,291.30
<br /> 19 18" RCP (CLS) (14'-16' Depth) 12 'LF $ 22.80 /LF $ 2¢'1.20 0
<br /> 20 '24" RCP (CLS) (10'-!2';'0ept.h) 250 LF' $ 26.70 /LF '$ 6,675.00 250 $ ' ' 6,675.00
<br /> ';~1 ' '~5" Dia. Concrete Plug 2 EA $ 79.00 /EA '~ ' - 158.00 2 $ 1'58.00
<br />'- 22 Construct Cg-MH 48" Dia. (0'-8'i 2 EA $ 1,338.00 /EA $ 2,6'~'6.00 4 $ 5,352.00'
<br /> 23 Construct 2' X 3' C8.~(0' * 8') " 2 EA $ 852.00 lEA $ 1,704.00 0" $
<br />
<br /> 24 E;~tra Depth .Manhole 48"..OIA. (>8) ~.4 LF $ ' 77.(30 /LF $ 184.80 2.4" $ .. i'84.80
<br />
<br />Total Bid Schedule "C" - Storm Sewer $ 18,334.40 $ 19,283.60
<br />
<br />BID SCHEDULE "D" ROAD CONSTRUCTION
<br /> Contract Unit
<br /> Item Description Price Contract Amount Used to Date Extension
<br />
<br /> ' "'~5 Remove 8it~minous Pavement 650' SY ' ~ 1.'~O /SY $ 975'.00' 1000 '$ '1,500.00
<br />· '~6 Saw Bituminous Pavement 20 LF $ 2.00 /LF $ 40.~0' 0 ....... $
<br /> 27 C0ncrele Curb & Gutter, Design B-618 ~.0 LF $ 7.45 /LF' $ 6,854.00 920 $ 6,85,},.(J'0''
<br /> 28 Triangular Valley ~L~tter Sections ;~' EA $ ' 288.75 lEA $ 577.50 0
<br /> 29 7'I Concr, ete Valley'G, utier 60 LI~ $ '{9.95 /LF $ 1,197.00' 0' --$
<br /> 30 Aggregate Base, Class 5 1517" TON $ 8.20' TON $ 12,4~9.40 1'196 $ 9,807.20
<br /> 31 Type 41 Bituminous Wear Course 275" TO~ $ 29,15' TON $ 8,016.25 303.6i $" 8,850.2-3
<br /> 32 Type 3'I Bituminous Base Course 345' TO~ $ 28.00 TON $ 9,6B0.00 403.3 $ 11
<br /> 33 Bit. Material for Tack Coat ' ' '20 GAL $ 1.50 GAL $ '30'.00 20 $ 30.00
<br /> 34 Sodding, Lawn & 8oulevard Type 1500 SY $ ZOO SY $ 3,000,0~' 0 $
<br /> 35 Topsoil Borrow (LVi 85 CY $ 1.00 CY $ 85.00 0 $
<br /> 36' CDr{crete C~rb &'G-utter 220 ' ~"F $ t5~75 LF" $ 3,465.0(J 279 $ 4,394.:;;5'
<br /> 37* Common Excavation 380 CY $ 2.00 CY $ 760.00 380 $ 760.00
<br />
<br />Total Bid Schedule "O" - Road Construction $ 47,099. IS $ 43,488.08
<br />
<br /> Per C.C. No. i ~
<br />_54~nd Field Changes
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<br />Page 4
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