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PAY ESTIMATE #3 <br />CITY OF RAMSEY <br />t41ST AVE. NW, AZURITE ST. NW AND BASALT AVE. NW <br />IMPROVEMENT PROJECT 03-27 <br /> <br />BID SCHEDULE "C" - STORM SEWER <br /> Estimated ' Contract Unit Contract <br />Item Description Quantity Price Amount Used to Date Extension <br /> <br /> 29 Remove Existin.g RCP & CMP Culverts 250 LF $3~50 LF $875.00' 2'50 $ 875.00 <br /> 30 12"RCP-CLS(0'-8'Depth) 16LF $19.50 LF $312.00 14 $ 273.00 <br /> 31 15" RCP - CL 5 (0' ~ 8' Depth) 370 LF $21.50 LF $7,955.00 305 $ 6,557.50 <br /> 32 18" RCP - CL 5 (0' - 8' Depth) 3301 LF $23.50 LF $7;755.00 327 $ 7,684.50 <br /> 33 21" RCP - CL 3 (0' - 8' Depth). 351 LF $25.50 LF $892.50 33 $ 841.50 <br /> 34 24" RCP - CL 3 (0' - 8' Depth) 200, LF $27.50 LF $5,500.00 198 $ 5,445.00 <br /> 35 30" RCP - CL 3 (0' - 8' Depth) 340~ LF $38.50 LF $13,090.00 326' $ 12,551.00 <br /> 36 33" RCP - CL 3 (0'- 11' De?th) 5301 LF $44.50 LF $23,-585.00 521 $ 23,184.50 <br /> 37 36" RCP - CL 3 (0' - 11~ D. epth} . . 50i LF $53.00 LF $2,650.00 50~ $ 2,650.00 <br /> 1 !EA $30.00 EA $30.00 1 $ 30.00 <br /> 38 12" Diameter Concrete. Plug. .... <br /> 39 15" Diameter Concrete_Plug. 71 EA $35.00 EA $245.00 6 $ ' 210.00 <br /> <br /> 40 Construct CB - MH - 4' Dia. (0' - 8' Depth) 3lEA $1,525.00 EA $4,575.00 5~ $ 7,625.00 <br /> <br /> 41 Construct CB-MH - 54" Dia. (0' - 8' Depth) 21 EA $1,800.00 EA $3,600.00 3' $ 5,400.00 <br /> <br /> 42 Construct CB-MH - 60".Dia. (0'-8' Depth) 2lEA $2,150.00 EA $4,300.00 21 $ 4,300.00 <br /> 43 Construct CB-MH - 84" Dia. (0' - 8' Depth) ] .EA $3,450.00 EA $3,450.00 1~ $ 3,450.00 <br /> 44 Construct 2'x..3' CB 1 EA $1,125.00 EA $1,125.00 1i $ 1,125.00 <br /> <br /> 45 Construct 27" Dia. CB 2lEA $1,025.00 EA $2,050.00 11 $ 1,025.00 <br /> 46 Construct MH - 72" Dia:.(0; 11' Dep. th) 1lEA $2,750.00 EA $2,750.00 .. 1i $ 2,750.00 <br /> 47 15" RC PipeApron with Grate 1lEA $625.00 EA $625.00 li $ 625.00 <br /> <br /> 48 18" RC Pipe Apron with Grate 2 EA $635.00 EA $1,270.00 21 $ 1,270.00 <br /> 49 36" RC Pipe Apron With Grate 1lEA' ' $700.00 EA $700.00 1i $ 700.00 <br /> 50 Randon RipraD Class 3_ . 15 CY $65.00 CY $975.00 $ - <br /> <br />51 Geotextile Fabric Type iV 40 SY $3.50 SY $140.00 $ - <br />52 Silt Fence, Standard Machine Sliced 200 LF $3.25 LF $650.00 $ - <br />52A Connect to New Storm Sewer Leads* 1 LS $1,497.00 LS $1,497.00 1, $ 1,497.00 <br /> <br />Total Bid Schedule "C" - Storm Sewer $ 90,596.50 $ 90,069.00 <br /> <br />BID SCHEDULE "D" STREETS AND RESTORATION <br /> Contract Unit Contract <br />item Description Price Amount Used to Date Extension <br /> <br />53 Mobilization 1.0'LS $7,750.00 LS $7,750,00 0.5 $ 3,875.00 <br /> <br />54 Traffic Control 1.0 LS $500.00 LS $500.00 0.'5 $ 250.00 <br /> <br />55 Salvage & Reinstall Agg.'Surfacing (LV) ' ~3~'CY $3.25 Cy $2,275.00 350 $ 1,137.50 <br /> <br />56 Remove Existing Bituminous Pavement 4,600.00 SY $4,75 SY $21,850.00 4600 $ 21,850.00 <br />57 Saw Bituminous Pavement (Full Depth) 360. LF $2.60 LF $936.00 $ <br />58 Remove Existing Curb 50 LF $3.10 LF $155.00 $ <br />59 Common Excavation (EV.) (.P) 5,000 CY $3.25 CY $16,250.00 2500 $ 8,125.00 <br />60 Topsoil Borrow (LV) 200 CY $10.00 CY $2,000.00 $ <br />61 Salvaged Topsoil from St.ockpile (SV) 400 CY $4.20 CY $1,680.00 $ <br />62 Concrete Cur.b.& Gutter, ..De. sign B-618 4,200 LF $7.50 LF $31,500,00 3842 $ 28,815100 <br />63 6" Concrete Driveway Aprons 300 SY $32.60 SY $9,780.00 $ <br />64 Aggregate Base, Class 5 3,020 TON $0.10 TON $302.00 $ <br />65 Type LV4 Wearing Course Mixture (B) 750 TON $31.00 TON $23,250.00 $ <br /> <br />66 Type LV3 Non-Wearing Course Mixture (B) 1000 TON $30.80 TON $30,800.00 993.51 $ 30,600.11 <br /> <br />67 3" Bit. Driveway Pavemen. t (Type LV4 Wear) 440 SY $19.00 SY $8,360.00 $ <br />68 Bituminous material for Tack Coat 410 GAL $1.30 GAL $533.00 $ <br /> <br />69 Seeding Inc. Seed, Fertilizer & Mulch 0.5 AC $1,600.00 AC $800.00 $ <br />77 Sodding, Lawn Type 4,200 SY $2.05 SY , $8,610.00 $ <br /> <br />Total Bid Schedule "D" - Streets and Restoration $ 167,331.00 $ 94,652.61 <br /> <br />FIELD CHANGE 2 <br /> <br /> <br />