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PAY ESTIMATE #5 <br /> CITY OF RAMSEY <br /> SUNWOOD DRIVE NW <br />UT1LITY AND STREET I1VIPROVENIENTS <br />IMPROVEMENT PROJECT NO. 99-52 <br /> <br />! <br />! <br /> <br />Bid Schedule "O" - Azurite Street NW <br /> <br /> ' Description Estimated <br /> Item Quantity Contract Unit Pdce Arnoum fJsed..!o..Date Extension <br /> lICommon Excavation, EV(P) 1160 ! CY $1.19 CY $ 1,380.40 1160 $ 1,380.40 <br /> 2tSalvag,ed Topsoil from Stockpile., SV 99 CY $1.20 CY $ 118.80 99i $ 118.80 <br /> 31Aggregate Base Class 5 513.1 TON $9.40 TON $ 4,823.14 425 $. 3,995.00 <br /> '41~ype LV4 Wearing Course Mixture 119.4 TON $31.40 TON $ 3,749.16 I $ <br /> 5iType LV2 Non-Wearing Course Mixture 159.2 t TON 228.60 TON $ 4,553.12 $ <br /> 6 Bituminous Material for Tack Coat 66 GAL $1.30 GAL $ 85.80 $ <br /> 714" Ductile Iron Pipe Sewer CI 52 201 LF $12.80 LF' $ 2,572.80 200 $ 2,560.00 <br /> 816" Ductile Iron Pipe Sewer CI 52 24 LF $I5.00 LF $ 360.00 24 $ 360.00 <br /> gil0" Ouctile iron Pipe S,e.w..e.r CI 52 396 LF $18.60 LF $ 7,365.60 396 $ 7,365:80 <br /> 10 6" SDR26 PVC Pipe (All Depths) 34 LP $8.50 LF $ 289.00 34 $ 289.00 <br /> 11110"SOR26PVCPipe(A. II.Depths} 129 LF $14.50 t LF 15 1,870.50 129 $ 1',870.50 <br /> 12t10"X6"PVCWye-SDR26 1 EACH $94.80tF-ACH $ 94.80 1 $ 94.80 <br /> 13 6"PVC Plug .. l EACH~ $12.60 lEACH $ 12.80 1 $ 12.60 <br /> 14 10" PVC Plug 1 EACH $45.30 EACH $ 45.30 1 $ 45.30 <br /> 15 Ductile Iron Fittings 415 LB $1.20 LB $ 498.00 135 $ 162.00 <br /> 16 6" Gate Valve and Box 1 EACH $489.20 EACH $ 489.20 1 $ 489.20 <br /> 1714" Polystyrene Insulation 86 SY $18.30 SY $ 1,024.80 56 $ 1,024.80 <br /> .18 Casting Assemblies Type 2 1 EACH $41.9.30 EACH $ 419.30 $ <br /> 19 C.onstructSanitaryManhoie 1 EACH $1,166.80 lEACH $ 1,166.80 1 $ 1,166.80 <br /> 201Concrete Curb & Gutter Design 8818 659 LF $7.10 LF $ 4,678.90 $ - <br /> <br /> 21 Seed Mixture 60B 15.6 LB $25.00 LB $ 390.00 <br /> <br />....22 Mulch Material Type 1 0.4 TON $125.00 TON $ 60.00 <br /> 23 Commercial Ferti zer Aha ys s 20-5-I0 0.1 TON $150.00 TON $ 15.00 $ - <br /> <br />Total Bid Schedule ?D" - Azudte Street $ 36,053.02 $ ' 20,934.80 <br />Change Order No. 1 <br /> <br /> I Estimated I Contract Used to <br /> item Description .. Quantity Contract Unit Pdc~ Amount Date Extension <br /> 1 Traffic Control for Widening and Oveday $2,000.00 LS $ 2,000.00 0.5 $ 1,000.00 <br /> 2 Remove Bituminous Pavement 410 iF $ 0.15I SF $ 61.50 4-10 $ 61.50 <br /> 3 Sawing Bituminous Pavement 820 LF $ 3.00 LF $ 2,460.00 $ <br />4 Common Excavation EV (P) 1500 CY $ 1.19 CY $ 1,785.00 1500 $ 1,785.00 <br /> Grading and Topsoil Removal ~nd Replacement for ". <br /> <br /> 5 Construction of Tum Lanes at County Road No. 116 I LS $6,700.00 LS $ 6,700.00 1 $ 6,700.00 <br /> 6 Aggregate Base Class 5 510 Ton $ 9.40 Ton $ 4,794.00 510 $ 4,794.00 <br />:7 Mill Bituminous. Surface (1.6") -100 SY $ 4.05 SY $ (405.00' $ <br />'8 Type LV-2 Non-Wearing Course Mixture 330 Ton $ 28.60 Ton $ 9,438.00 330 $ 9,438.00 <br />~ iType LV-4 Wearing Course Mixture 835 Ton $ 31.40 Ton $ 26,219.00 $ <br />10 iBituminOus Matedal for Tact Coat 500 Gal $ 1.30 Gal $ 650.00 $ <br />'1! Salvage:and Reinstall 24" RC~ RES 1 LS $ 500.00 LS $ 500.00 $ <br /> 12 124" RC Pipe S'ewer Oesig'r~ 3006 CL3 8 LF $ 30.50 LF $ 244.00 $ <br /> 13 IF & I Sign Panels Type C 18 SF $ 21.00 SF $ 338.00 <br /> 14 IPavement Message (Arrow) Epoxy 8 EA t $ I50.00 EA1 $ 1,200.00 <br />.!5 f4" Solid Line White Epoxy I 3500fLF ! $ 0.30'I LFI $ 1,050.00 I $ <br /> <br />--1 .'~,,.jllared doc~munl~pa[lararnsay/3156/~i,~ProposaiForm.;fls <br /> ~-- Sheer. [=ay E~{irnale 5 4 <br /> <br /> <br />