Annual Services Construction Contract (ASCC) #15 Project Number: PUCN
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1 Annual Services Construction Contract (ASCC) #15 Project Number: PUCN Engineer's Estimate Inlet Construction, Inc. Peters & White Construction Inc. Worley Turf & Irrigation Inc. East West Construction Inc. Inner-View LTD. A&W Contractors, Inc. Average Cost Median Cost Minimum Cost Maximum Cost Est. Unit Total Unit Total Unit Total Unit Total Unit Total Unit Total Unit Total Item No. Size Item Description Depth Unit Quantity Cost Cost Cost Cost Cost Cost Cost Cost Cost Cost Cost Cost Cost Cost 1 Performance and Payment Bond ls 1 $ 22, $ 22, $ 1.00 $ 1.00 $ 70, $ 70, $ 28, $ 28, $ 25, $ 25, $ 23, $ 23, $ 150, $ 150, $ 49, $ 26, $ 1.00 $ 150, " D.I. Pipe Class 52 - Water 0' - 6' lf 350 $ $ 9, $ $ 8, $ $ 9, $ $ 12, $ $ 8, $ $ 11, $ $ 15, $ $ $ $ " D.I. Pipe Class 52 - Water 0' - 6' lf 350 $ $ 10, $ $ 8, $ $ 11, $ $ 12, $ $ 10, $ $ 11, $ $ 19, $ $ $ $ " D.I. Pipe Class 52 - Water 0' - 6' lf 700 $ $ 30, $ $ 24, $ $ 28, $ $ 27, $ $ 31, $ $ 29, $ $ 46, $ $ $ $ Fire Hydrant (New) ea 5 $ 2, $ 14, $ 2, $ 10, $ 1, $ 9, $ 2, $ 14, $ 3, $ 15, $ 3, $ 16, $ 5, $ 27, $ 3, $ 2, $ 1, $ 5, Air Vent/Blow Off Assembly ea 5 $ $ 2, $ $ 4, $ $ 4, $ $ 4, $ $ 2, $ $ 3, $ 1, $ 5, $ $ $ $ 1, "x 8" Tee, DI, Mechanical Restraint ea 5 $ $ $ 1.00 $ 5.00 $ $ 1, $ $ 1, $ $ 1, $ $ 1, $ $ 2, $ $ $ 1.00 $ " Fitting, MJ Restrained ea 15 $ $ $ $ 1, $ $ 1, $ $ 1, $ $ 1, $ $ $ $ 1, $ $ $ $ " Fitting, MJ Restrained ea 15 $ $ 1, $ $ 3, $ $ 1, $ $ 1, $ $ 1, $ $ 1, $ $ 2, $ $ $ $ " Fitting, MJ Restrained ea 35 $ $ 5, $ $ 14, $ $ 4, $ $ 5, $ $ 7, $ $ 7, $ $ 7, $ $ $ $ " Joint Restraint (New Pipe) ea 30 $ $ 3, $ $ 3, $ $ 3, $ $ 3, $ $ 6, $ $ 4, $ $ 6, $ $ $ $ " Joint Restraint (Existing Pipe) ea 10 $ $ 4, $ $ 1, $ $ 3, $ $ 3, $ $ 2, $ $ 3, $ 1, $ 11, $ $ $ $ 1, Meter Boxes 0' - 6' ea 15 $ $ 2, $ $ 7, $ $ 2, $ $ 1, $ $ 1, $ $ $ $ 4, $ $ $ $ /4"-2" Abandon existing Water Service 0' - 6' ea 15 $ $ 1, $ 1.00 $ $ $ 1, $ $ $ $ 1, $ $ 1, $ $ 2, $ $ $ 1.00 $ /4"-1" Water Service Line (Less than 50 LF) 0' - 6' ea 15 $ 1, $ 18, $ 1, $ 15, $ 1, $ 16, $ $ 12, $ 1, $ 15, $ $ 14, $ 1, $ 28, $ 1, $ 1, $ $ 1, Reconnect Service Tap ea 120 $ $ 18, $ 1.00 $ $ $ 3, $ 5.00 $ $ 0.01 $ 1.20 $ $ 12, $ $ 46, $ $ $ 0.01 $ Adjustment of Existing Valve Box ea 10 $ $ 2, $ 1.00 $ $ $ 1, $ $ $ $ 2, $ $ 2, $ $ 2, $ $ $ 1.00 $ 18 Relocate Existing Water Meter and Box 0' - 6' ea 5 $ $ $ 1.00 $ 5.00 $ $ 1, $ $ $ $ 1, $ $ 1, $ $ 1, $ $ $ 1.00 $ " Gravity Sanitary Sewer - PVC SDR 26 0' - 6' lf 2,500 $ $ 65, $ $ 100, $ $ 125, $ $ 87, $ $ 125, $ $ 75, $ $ 137, $ $ $ $ " Gravity Sanitary Sewer - PVC SDR 26 0' - 6' lf 600 $ $ 19, $ $ 24, $ $ 31, $ $ 21, $ $ 36, $ $ 21, $ $ 39, $ $ $ $ " Gravity Sanitary Sewer - PVC SDR 26 0' - 6' lf 250 $ $ 9, $ $ 10, $ $ 14, $ $ 10, $ $ 15, $ $ 10, $ $ 20, $ $ $ $ " Gravity Sanitary Sewer - (Green-colored) PVC C900 DR 18 0' - 6' lf 250 $ $ 8, $ $ 10, $ $ 12, $ $ 9, $ $ 15, $ $ 8, $ $ 38, $ $ $ $ " Gravity Sanitary Sewer - (Green-colored) PVC C900 DR 18 0' - 6' lf 250 $ $ 10, $ $ 10, $ $ 12, $ $ 9, $ $ 15, $ $ 10, $ $ 41, $ $ $ $ " Gravity Sanitary Sewer - (Green-colored) PVC C900 DR 18 0' - 6' lf 150 $ $ 6, $ $ 6, $ $ 7, $ $ 6, $ $ 9, $ $ 7, $ $ 27, $ $ $ $ " Gravity Sanitary Sewer - DI lined with Protecto 401 (Class 52) 0' - 6' lf 600 $ $ 42, $ $ 27, $ $ 36, $ $ 45, $ $ 48, $ $ 48, $ $ 85, $ $ $ $ " Gravity Sanitary Sewer - DI lined with Protecto 401 (Class 52) 0' - 6' lf 250 $ $ 22, $ $ 16, $ $ 16, $ $ 20, $ $ 23, $ $ 23, $ $ 38, $ $ $ $ " Gravity Sanitary Sewer - DI lined with Protecto 401 (Class 52) 0' - 6' lf 150 $ $ 14, $ $ 12, $ $ 12, $ $ 14, $ $ 15, $ $ 16, $ $ 25, $ $ $ $ " Force Main - DI lined with Protecto 401 (Class 52) 0' - 6' lf 400 $ $ 18, $ $ 16, $ $ 14, $ $ 14, $ $ 12, $ $ 24, $ $ 33, $ $ $ $ Additional trench depth greater than 6 feet 29 Trench Depth (added to any pipe lines and point repairs at this depth) 6' - 9' lf 2,500 $ $ 70, $ $ 25, $ $ 62, $ $ 87, $ $ 50, $ $ 87, $ $ 68, $ $ $ $ Trench Depth (added to any pipe lines and point repairs at this depth) 9' - 12' lf 600 $ $ 27, $ $ 18, $ $ 24, $ $ 57, $ $ 24, $ $ 30, $ $ 33, $ $ $ $ Trench Depth (added to any pipe lines and point repairs at this depth) 12' - 16' lf 350 $ $ 19, $ $ 10, $ $ 17, $ $ 35, $ $ 35, $ $ 28, $ $ 38, $ $ $ $ Trench Depth (added to any pipe lines and point repairs at this depth) 16' - 20' lf 150 $ $ 15, $ $ 15, $ $ 30, $ $ 30, $ $ 15, $ $ 18, $ $ 16, $ $ $ $ Hand Dig Trench up to 2' wide 0' - 4' lf 1,500 $ $ 15, $ 5.00 $ 7, $ 5.00 $ 7, $ 1.00 $ 1, $ 5.00 $ 7, $ $ 15, $ $ 41, $ 8.92 $ 5.00 $ 1.00 $ 34 6" Gate Valve ea 15 $ $ 12, $ $ 9, $ $ 4, $ $ 10, $ $ 9, $ 1, $ 15, $ 1, $ 23, $ $ $ $ 1, " Gate Valve ea 15 $ 1, $ 16, $ $ 14, $ 1, $ 15, $ 1, $ 15, $ $ 13, $ 1, $ 23, $ 1, $ 27, $ 1, $ 1, $ $ 1, Emergency or Bypass Pumping day 150 $ $ 45, $ $ 15, $ $ 7, $ $ 33, $ $ 45, $ $ 18, $ 1, $ 165, $ $ $ $ 1, " Lateral Service Connection with C.O - PVC SDR 26, 25 LF 0' - 6' ea 200 $ $ 125, $ $ 80, $ $ 120, $ $ 120, $ 1, $ 200, $ $ 150, $ 1, $ 330, $ $ $ $ 1, " Lateral Service Connection with C.O - PVC SDR 26, 25 LF 0' - 6' ea 15 $ $ 13, $ $ 7, $ $ 10, $ $ 7, $ 1, $ 15, $ $ 13, $ 1, $ 28, $ $ $ $ 1, " Lateral Service Connection with C.O - (Green-colored) PVC C900 DR 18, 25 LF 0' - 6' ea 15 $ $ 12, $ $ 13, $ $ 13, $ $ 10, $ 1, $ 15, $ $ 12, $ 1, $ 24, $ $ $ $ 1, " Lateral Service Connection with C.O - (Green-colored) PVC C900 DR 18, 25 LF 0' - 6' ea 5 $ 1, $ 5, $ $ 2, $ $ 3, $ $ 4, $ 1, $ 5, $ 1, $ 5, $ 1, $ 9, $ $ $ $ 1, " Lateral Service Connection with C.O - DI lined with Protecto 401 (Class 52), 25 LF 0' - 6' ea 70 $ 1, $ 87, $ 1, $ 70, $ 1, $ 77, $ 1, $ 98, $ 1, $ 105, $ 1, $ 122, $ 2, $ 168, $ 1, $ 1, $ 1, $ 2, " Lateral Service Connection with C.O - DI lined with Protecto 401 (Class 52), 25 LF 0' - 6' ea 5 $ 1, $ 7, $ 1, $ 7, $ 1, $ 6, $ 1, $ 7, $ 1, $ 7, $ 2, $ 11, $ 3, $ 15, $ 1, $ 1, $ 1, $ 3, " Laterals per foot over 25 feet, PVC SDR 26 0' - 6' lf 1,000 $ 5.00 $ 5, $ 0.10 $ $ 1.00 $ 1, $ 5.00 $ 5, $ 2.00 $ 2, $ 1.00 $ 1, $ $ 33, $ 7.02 $ 1.50 $ 0.10 $ " Laterals per foot over 25 feet, (Green-colored) PVC C900 DR 18 0' - 6' lf 50 $ $ $ $ $ 2.00 $ $ 5.00 $ $ $ $ 1.00 $ $ $ 1, $ $ 7.50 $ 1.00 $ " Laterals per foot over 25 feet, DI lined with Protecto 401 (Class 52) 0' - 6' lf 50 $ $ 2, $ $ 2, $ $ 1, $ $ 2, $ $ 2, $ $ 2, $ $ 4, $ $ $ $ " Laterals per foot over 25 feet, PVC SDR 26 0' - 6' lf 35 $ $ $ 0.10 $ 3.50 $ 1.00 $ $ 5.00 $ $ $ $ 1.00 $ $ $ 1, $ 8.35 $ 3.00 $ 0.10 $ " Laterals per foot over 25 feet, (Green-colored) PVC C900 DR 18 0' - 6' lf 35 $ $ $ $ $ 5.00 $ $ $ $ $ $ 1.00 $ $ $ 1, $ $ $ 1.00 $ " Laterals per foot over 25 feet, DI lined with Protecto 401 (Class 52) 0' - 6' lf 35 $ $ 1, $ $ 1, $ $ 1, $ $ 1, $ $ 2, $ $ 1, $ $ 1, $ $ $ $ "x 8" Service Wye - PVC SDR 26 ea 200 $ $ 4, $ $ 20, $ $ 3, $ $ 10, $ $ 6, $ 1.00 $ $ $ 55, $ $ $ 1.00 $ 50 6"x 8" Service Wye - PVC SDR 26 ea 15 $ $ $ $ $ $ $ $ $ $ $ 1.00 $ $ $ 4, $ $ $ 1.00 $ 51 4"x 8" Service Wye - PVC C900 ea 15 $ $ $ $ 3, $ $ 3, $ $ 3, $ $ 3, $ 1.00 $ $ $ 5, $ $ $ 1.00 $ "x 8" Service Wye - PVC C900 ea 5 $ $ $ $ 1, $ $ 1, $ $ 1, $ $ 1, $ 1.00 $ 5.00 $ $ 1, $ $ $ 1.00 $ "x 8" Service Wye - DI lined with Protecto 401 ea 75 $ $ 30, $ $ 31, $ $ 37, $ $ 31, $ $ 30, $ $ 30, $ $ 61, $ $ $ $ 54 6"x 8" Service Wye - DI lined with Protecto 401 ea 5 $ $ 3, $ $ 2, $ $ 2, $ $ 2, $ $ 2, $ $ 1, $ $ 4, $ $ $ $ 55 4"x 8" Inserta-tee - PVC ea 35 $ $ 2, $ 1.00 $ $ $ 5, $ $ 3, $ 0.01 $ 0.35 $ $ 7, $ $ 28, $ $ $ 0.01 $ 56 4' dia Manhole TO 12' vlf 150 $ $ 52, $ $ 60, $ $ 63, $ $ 55, $ $ 60, $ $ 52, $ $ 135, $ $ $ $ ' dia Manhole TO 12' vlf 25 $ $ 16, $ $ 16, $ $ 14, $ $ 9, $ $ 15, $ $ 15, $ 1, $ 26, $ $ $ $ 1, ' dia Manhole (additional cost for this depth) 12' - 20' vlf 15 $ $ 6, $ $ 6, $ $ 9, $ $ 5, $ $ 6, $ $ 4, $ 1, $ 15, $ $ $ $ 1, Manhole, Shallow (diameter to be field determined) < 4'-0" vlf 20 $ $ 4, $ $ 8, $ $ 8, $ $ 2, $ $ 8, $ $ 5, $ $ 12, $ $ $ $ Manhole Frame and Cover ea 20 $ $ 8, $ $ 6, $ $ 8, $ $ 6, $ $ 6, $ $ 9, $ $ 8, $ $ $ $ Rainstopper Manhole Insert, 22" Model C-WH ea 350 $ $ 52, $ $ 52, $ $ 56, $ $ 43, $ $ 61, $ $ 78, $ $ 87, $ $ $ $ Existing Manhole Connection (core drill for 4" or 6" lateral) ea 25 $ $ 3, $ 1.00 $ $ $ 3, $ $ 5, $ $ 2, $ $ 6, $ $ 8, $ $ $ 1.00 $ Existing Manhole Connection (core drill for 8" or 10" mainline) ea 40 $ $ 15, $ $ 12, $ $ 12, $ $ 10, $ $ 8, $ $ 10, $ $ 22, $ $ $ $ ' Manhole Rehab, Permacast MS-10,000 w/conshield (Min. 5 vlf) vlf 200 $ $ 33, $ $ 31, $ $ 32, $ $ 31, $ $ 33, $ $ 30, $ $ 44, $ $ $ $ ' Manhole Rehab, Permacast MS-10,000 w/conshield (Min. 5 vlf) vlf 50 $ $ 10, $ $ 9, $ $ 10, $ $ 9, $ $ 9, $ $ 10, $ $ 13, $ $ $ $ 66 Rebuild Benches & Inverts in Existing Manhole ea 35 $ $ 9, $ $ 14, $ $ 7, $ $ 7, $ $ 7, $ $ 12, $ $ 28, $ $ $ $ Remove Old Manhole Frame & Cover and Replace with New (for existing MH) ea 275 $ $ 110, $ $ 27, $ $ 27, $ $ 68, $ $ 82, $ $ 123, $ $ 181, $ $ $ $ Remove and Replace Drop Connection ea 5 $ $ 2, $ $ 1, $ $ 1, $ $ 4, $ $ $ $ 2, $ 3, $ 18, $ $ $ $ 3, Remove Existing Pipe lf 5,000 $ $ 75, $ 0.01 $ $ 0.01 $ $ 1.00 $ 5, $ $ 50, $ 5.00 $ 25, $ $ 80, $ 5.34 $ 3.00 $ 0.01 $ " Abandon Sanitary Sewer with Flowable Fill cy 25 $ $ 4, $ $ 5, $ $ 4, $ $ 2, $ $ 2, $ $ 5, $ $ 5, $ $ $ $ ' dia Abandonment of Existing Sanitary Sewer Manhole vlf 25 $ $ 4, $ $ 2, $ $ 5, $ $ 1, $ 0.01 $ 0.25 $ $ 3, $ $ 4, $ $ $ 0.01 $ " Sewer Line Point Repair (with PVC SDR 26), <20 lf 0' - 6' lf 500 $ $ 60, $ $ 25, $ $ 32, $ $ 18, $ $ 50, $ $ 30, $ $ 165, $ $ $ $ " Sewer Line Point Repair (with PVC C900 DR 18), <20 lf 0' - 6' lf 50 $ $ 7, $ $ 4, $ $ 3, $ $ 2, $ $ 5, $ $ 5, $ $ 17, $ $ $ $ " Sewer Line Point Repair (with DI lined with Protecto 401, Class 52), <20 lf 0' - 6' lf 275 $ $ 45, $ $ 27, $ $ 27, $ $ 21, $ $ 27, $ $ 34, $ $ 112, $ $ $ $ Select Material (Granular Fill) cy 12,200 $ $ 305, $ $ 244, $ $ 183, $ $ 305, $ $ 244, $ $ 280, $ $ 335, $ $ $ $ 76 Pipe Bedding (# 57 Stone) lf 10,000 $ 2.50 $ 25, $ 3.00 $ 30, $ 3.00 $ 30, $ 2.00 $ 20, $ 5.00 $ 50, $ 4.00 $ 40, $ $ 148, $ 5.31 $ 3.50 $ 2.00 $ Asphalt Patch Type II sy 6,000 $ $ 216, $ $ 210, $ $ 228, $ $ 216, $ $ 240, $ $ 192, $ $ 495, $ $ $ $ Asphalt Patch Type III sy 1,250 $ $ 55, $ $ 43, $ $ 56, $ $ 48, $ $ 75, $ $ 60, $ $ 130, $ $ $ $ Sawcut, Remove, and Dispose of Asphalt Pvmt sy/in 30,000 $ 1.00 $ 30, $ 1.00 $ 30, $ 1.00 $ 30, $ 4.00 $ 120, $ 1.00 $ 30, $ 2.00 $ 60, $ 2.20 $ 66, $ 1.87 $ 1.50 $ 1.00 $ Sawcut, Remove, and Dispose of Concrete Pvmt sy/in 6,500 $ 2.00 $ 13, $ 1.00 $ 6, $ 2.50 $ 16, $ 1.75 $ 11, $ 2.00 $ 13, $ 3.00 $ 19, $ 3.30 $ 21, $ 2.26 $ 2.25 $ 1.00 $ Silt Fence lf 1,500 $ 1.00 $ 1, $ 1.00 $ 1, $ 1.00 $ 1, $ 1.00 $ 1, $ 1.00 $ 1, $ 1.00 $ 1, $ 4.40 $ 6, $ 1.57 $ 1.00 $ 1.00 $ Orange Plastic HI-VIS Fencing lf 15,000 $ 0.50 $ 7, $ 0.01 $ $ 0.01 $ $ 0.50 $ 7, $ 1.50 $ 22, $ 1.00 $ 15, $ 4.40 $ 66, $ 1.24 $ 0.75 $ 0.01 $ Topsoil & Seed (minimum quantity to be acres) acre 5 $ $ 1, $ 1.00 $ 5.00 $ $ 1, $ $ $ $ 2, $ $ 1, $ 2, $ 13, $ $ $ 1.00 $ 2, Inlet Protection ea 150 $ $ 6, $ $ 15, $ $ 15, $ $ 11, $ $ 13, $ $ 3, $ $ 31, $ $ $ $ CCTV Sanitary Sewer Main (existing and new) lf 12,500 $ 2.00 $ 25, $ 1.00 $ 12, $ 2.00 $ 25, $ 1.75 $ 21, $ 4.00 $ 50, $ 2.00 $ 25, $ 2.20 $ 27, $ 2.16 $ 2.00 $ 1.00 $ CCTV Sanitary Lateral (4" or 6") lf 7,500 $ 3.00 $ 22, $ 4.00 $ 30, $ 5.00 $ 37, $ 2.00 $ 15, $ 4.00 $ 30, $ 2.00 $ 15, $ 5.00 $ 37, $ 3.67 $ 4.00 $ 2.00 $ "-12" Sewer Line Cleaning lf 12,500 $ 1.00 $ 12, $ 1.05 $ 13, $ 3.00 $ 37, $ 0.95 $ 11, $ 4.00 $ 50, $ 2.00 $ 25, $ 2.30 $ 28, $ 2.22 $ 2.15 $ 0.95 $ Locate and Install under main, lateral, or service ea 550 $ $ 13, $ 1.00 $ $ $ 5, $ 1.00 $ $ 1.00 $ $ $ 55, $ $ 30, $ $ 5.50 $ 1.00 $ Dewatering (Manhole or Point Repair) ea 175 $ $ 131, $ 1.00 $ $ $ 70, $ $ 8, $ $ 87, $ $ 131, $ $ 96, $ $ $ 1.00 $ Dewatering Trench (Linear Dewatering per 100 feet) ea 100 $ $ 50, $ $ 50, $ $ 10, $ $ 5, $ $ 80, $ $ 50, $ 1, $ 110, $ $ $ $ 1, Install Combination Curb and Gutter (CG-6) lf 500 $ $ 17, $ $ 15, $ $ 20, $ $ 10, $ 1.00 $ $ $ 15, $ $ 41, $ $ $ 1.00 $ Install Concrete Sidewalk, 4" thick lf 275 $ $ 12, $ $ 8, $ $ 11, $ $ 12, $ 1.00 $ $ $ 11, $ $ 21, $ $ $ 1.00 $ Install Concrete Driveway, 7" thick sy 700 $ $ 45, $ $ 42, $ $ 42, $ $ 31, $ 1.00 $ $ $ 45, $ $ 84, $ $ $ 1.00 $ Group 1 Channelizing Device ea/day 24,000 $ 0.50 $ 12, $ 0.01 $ $ 0.01 $ $ 0.25 $ 6, $ 1.00 $ 24, $ 1.00 $ 24, $ 1.10 $ 26, $ 0.56 $ 0.63 $ 0.01 $ Group 2 Channelizing Device ea/day 12,500 $ 1.00 $ 12, $ 1.00 $ 12, $ 0.01 $ $ 0.25 $ 3, $ 1.00 $ 12, $ 1.00 $ 12, $ 1.10 $ 13, $ 0.73 $ 1.00 $ 0.01 $ Electronic Arrow (Flashing Arrow Panel) ea/day 700 $ $ 7, $ 1.00 $ $ 1.00 $ $ 5.00 $ 3, $ $ 35, $ $ 35, $ $ 38, $ $ $ 1.00 $ Type III Barricade w/type A Flashing Lights ea/day 150 $ $ 1, $ $ 1, $ 1.00 $ $ 5.00 $ $ $ 1, $ $ 3, $ $ 4, $ $ $ 1.00 $ 98 Truck Mounted Attenuator Service ea/day 15 $ $ 3, $ $ 4, $ $ 3, $ $ 3, $ $ 7, $ $ 4, $ $ 12, $ $ $ $ 99 Construction Sign ea/day 8,500 $ 1.00 $ 8, $ 1.00 $ 8, $ 1.00 $ 8, $ 1.00 $ 8, $ 1.00 $ 8, $ 3.00 $ 25, $ 5.50 $ 46, $ 2.08 $ 1.00 $ 1.00 $ 5.50
2 Annual Services Construction Contract (ASCC) #15 Project Number: PUCN Engineer's Estimate Inlet Construction, Inc. Peters & White Construction Inc. Worley Turf & Irrigation Inc. East West Construction Inc. Inner-View LTD. A&W Contractors, Inc. Average Cost Median Cost Minimum Cost Maximum Cost Est. Unit Total Unit Total Unit Total Unit Total Unit Total Unit Total Unit Total Item No. Size Item Description Depth Unit Quantity Cost Cost Cost Cost Cost Cost Cost Cost Cost Cost Cost Cost Cost Cost 100 Portable Toilet ea/wk 150 $ $ 5, $ $ 7, $ $ 5, $ $ 5, $ 3.00 $ $ $ 3, $ $ 16, $ $ $ 3.00 $ Remove and Replace Storm Drain Pipe up to 24" lf 150 $ $ 7, $ $ 6, $ $ 7, $ $ 6, $ $ 6, $ $ 7, $ $ 28, $ $ $ $ Flagger Service (not police assisted) hr 700 $ $ 14, $ $ 7, $ $ 10, $ $ 10, $ $ 10, $ $ 10, $ $ 19, $ $ $ $ 103 Flagger Service (police assisted) hr 50 $ $ 2, $ $ 5, $ $ 2, $ $ 2, $ $ 2, $ $ 2, $ $ 4, $ $ $ $ Right of Way Permit ea 50 $ $ 12, $ $ 12, $ $ 12, $ $ 12, $ $ 12, $ $ 12, $ $ 12, $ $ $ $ Total for Schedule A $ 2,486, $ 1,820, $ 2,108, $ 2,178, $ 2,593, $ 2,636, $ 5,067, $ 2,734, $ 2,386, $ 1,820, $ 5,067, Total for Schedule B $ 71, $ 38, $ 36, $ 46, $ 36, $ 48, $ 169, $ 62, $ 42, $ 36, $ 169, Total Base Bid (Schedule A + B) $ 2,557, $ 1,858, $ 2,145, $ 2,225, $ 2,630, $ 2,684, $ 5,237, $ 2,797, $ 2,428, $ 1,858, $ 5,237,292.50
3 Bid NuAnnual Sevices Construction Contract #15 Bid Number: PUCN Schedule of Prices (B) Engineer's Estimate No Item Unit Quantity Unit Price 1B Superintendent with Pickup and Small Tools hr 25 $ B Skilled Laborer with Power Tools hr 10 $ B Skilled Laborer hr 25 $ B Unskilled Laborer hr 35 $ B Survey Crew hr 5 $ B Rubber Tired Loader with Operator, 1 to 1-3/4 cy Bucket hr 10 $ B Rubber Tired Loader with Operator, 2-1/4 to 3-1/4 cy Bucket hr 15 $ B Backhoe with Operator, 1-3/4 cy Loader, 1/2 cy Backhoe hr 10 $ B Lowboy Tractor with Trailer, 60,000 to 80,000 lb GVW hr 10 $ B Excavator with Operator hr 15 $ B Dump Truck with Operator hr 25 $ B 20-Ton Utility Trailer hr 10 $ B Sewer Vacuum/Cleaning Truck with Operator hr 15 $ 16B 7,000-Gallon Sewer Tanker Truck with Operator hr 5 $ B Light Cart, Self Contained Generator hr 15 $ B Allaying Dust hr 10 $ B Extra Cost for Night Work (one crew, 8 hours overtime) night 40 $ 1, Total for Schedule B
4 Inlet Construction Peters and White Construction Worley Tur Total Item Price Unit Price Total Item Price Unit Price Total Item Price Unit Price $ 1, $ $ 1, $ $ 1, $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $1, $ $1, $ $ 1, $ $ 2, $ $ 3, $ $ 3, $ $1, $ $1, $ $ 1, $ $ 1, $ $ $ $ 1, $ $2, $ $3, $ $ 2, $ $ 1, $ $ 2, $ $ 1, $ $ $ $ $ $ 1, $ $ 4, $ $ 3, $ $ 4, $ $1, $ $1, $ $ 1, $ $ $ 1, $ 15, $ $ 12, $ $ $ $5, $ $ 1, $ $ 50, $ $ $ 1.00 $ $ $71, $ 38, $ 36,315.00
5 rf & Irrigation Inc. East West Construction Inc. Inner-View LTD. A&W C Total Item Price Unit Price Total Item Price Unit Price Total Item Price Unit Price $ 2, $ $ 1, $ $ 1, $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ 1, $ $ 1, $ $ 1, $ $ 2, $ $ 2, $ $ 1, $ $ 1, $ $ 1, $ $ 1, $ $ 3, $ $ $ $ 1, $ $ 4, $ $ 3, $ $ 2, $ $ 2, $ $ 1, $ $ 1, $ $ $ $ $ $ $ $ 4, $ $ 4, $ $ 2, $ $ 1, $ $ 2, $ $ 1, $ $ $ $ $ $ $ $ $ $ $ $ $ $ 20, $ $ 16, $ $ 30, $ 3, $ 46, $ 36, $ 48,375.00
6 Contractors, Inc. Total Item Price $ 4, $ $ 1, $ 1, $ $ 1, $ 3, $ 1, $ 1, $ 3, $ 2, $ 1, $ 6, $ 2, $ 5, $ $ 132, $ 169,640.00
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