MEDFORD WATER COMMISSION Tabulation of Bids Table …

1 Page 1 of for Public Traffic and Work Zone Traffic and Install 48 Class 50 Ductile Iron Pipe and Appurtenances with Push-On Joints and Native Backfill7287 Lin. and Install 48 Class 50 Ductile Iron Pipe and Appurtenances with Restrained Joints and Native Backfill1100 Lin. and Install 48 Class 50 Ductile Iron Pipe and Appurtenances with Restrained Joints and CLSM Backfill119 Lin. and Install 48 Class 50 Ductile Iron Pipe and Appurtenances with Push-On Joints and ODOT Class D Backfill1150 Lin. and Install 48 Class 50 Ductile Iron Pipe and Appurtenances with Restrained Joints and ODOT Class D Backfill237 Lin. and Install 48 Class 50 Ductile Iron Pipe and Appurtenances with Push-On Joints and ODOT Class B Backfill66 Lin. and Install 48 Class 50 Ductile Iron Pipe and Appurtenances with Restrained Joints and ODOT Class B Backfill150 Lin.

2 And Install 36 Class 50 Ductile Iron Pipe and Appurtenances with Restrained Joints and ODOT Class B Backfill23 Lin. and Install 12 Class 54 Ductile Iron Pipe and Appurtenances with Native Backfill (Drain Line)500 Lin. and Install 8 Mainline Blow-off Assembly and and Install 48 x48 x12 Ductile Iron and Install 48 x30 Concentric Reducer and Install 48 x36 Concentric Reducer and Install 48 - 45 deg. and Install 48 - 22 deg. and Install 12 - 90 deg. and Install 12 - 45 deg. and Install 48 Butterfly 36 Butterfly Valve Collect at MWC and Install 12 Butterfly and Install 12 Flapper and Install 36 Solid and Install 72 Flattop Manhole (Air Relief Valve Housing) and Existing Pressure SS and Replace Gravity Sewer Lateral - PVC C-90020 Lin. Pavement Base Course and Wearing 2 Wearing Course Materials, Labor and Access for Cleaning, and Materials, Labor, and Assistance to MWC for Flushing, Pressure Testing, Disinfection, Sampling, and and Utilize 48 Inflatable and Utilize 48 Poly Coated/Criss-Cross and Utilize 48 Flush and Install Rip Rap Class 50 - 12 Thick21Sq.

3 Exploration of Existing and Sediment Control MeasuresAllLumpSum541-512-1500925-373-09 40 Bid Opening: Method of Bid: Bids Received by: Tuesday, September 20, 2011 @ 2:00 Grehn, Staff EngineerTotalTotalLaDuke ConstructionPortland OR 97294n/an/an/aMountain Cascade, Exchange CA 94551925-373-8370 Moore Excavation, OR Box 30569503-252-11809/20/11 Roy Moore10433 Wagner Crk Rd503-252-1730 Robert LaDuke9/20/119/20/11 Bill Williams10, $ 32, $ 25, $ n/an/an/a190, $ Total422, $ 327, $ 1,909, $ 2,113, $ 2,295, $ 4,189, $ 4,354, $ 4,629, $ 365, $ 447, $ 462, $ Delivery Quoted:Bidder:Address:City/StatePhone No.:Fax No.:Date of Quote:Person Quoting:Manufacturer:335, $ 374, $ 372, $ 52, $ 66, $ 89, $ 434, $ 84, $ 362, $ n/aTotal411, $ 31, $ 2,084, $ 503-981-11619/20/11 Alan Aplinn/aKerr Contractors, Box 1060woodburn OR 97071971-216-005094, $ 101, $ 32, $ 100, $ 95, $ 21, $ 22, $ 90, $ 24, $ 55, $ 70, $ 82, $ 76, $ 25, $ 60, $ 1, $ $ $ 1, $ 4, $ 1, $ 1, $ 2, $ 46, $ 38, $ 44, $ 42, $ 1, $ 1, $ 1, $ 2, $ 1, $ 1, $ 2, $ 2, $ 1, $ 1.

4 $ TOTAL 18, $ 19, $ 28, $ 7, $ 6, $ 7, $ 6, $ 3, $ 2, $ 6, $ 3, $ 3, $ 110, $ 81, $ 40, $ 3, $ 94, $ 2, $ 1, $ 254, $ 237, $ 368, $ 115, $ 89, $ 99, $ 240, $ 91, $ 6, $ 21, $ 3, $ 40, $ 14, $ 35, $ 1, $ 1, $ 4, $ 16, $ 25, $ 7, $ 15, $ 5, $ $ 9, $ 1, $ $ 15, $ 7, $ 9, $ 6, $ 10, $ 11, $ 4, $ 5, $ 15, $ 18, $ 6, $ 8, $ 10, $ 4, $ 6, $ 8, $ 25, $ 2, $ 2, $ 14, $ 305, $ 99, $ 42, $ 2,237, $ 401, $ 67, $ 379, $ n/aTotal200, $ 20, $ 12, $ 38, $ 45, $ 10, $ 13, $ 47, $ 41, $ 38, $ 42, $ 10, $ 5, $ 15, $ 6, $ 5, $ 60, $ 24, $ 42, $ 10, $ 70, $ 12, $ 17, $ 18, $ 17, $ 105, $ 12, $ 15, $ 3, $ 2, $ 2, $ 12, $ 39, $ 34, $ 36, $ 48, $ 90.

5 $ 79, $ 84, $ 58, $ 15, $ Emory & Sons Construction, 4109 Salem OR 97302503-588-7576503-371-66379/20/11 Vince Makinsonn/a1, $ 2, $ 30, $ 1, $ 4,473, $ 42, $ 13, $ 13, $ 12, $ 84, $ 42, $ MEDFORD WATER COMMISSIONT abulation of BidsTable Rock Road, Kirtland Road, Pacific Avenue & Avenue 'G' 48-Inch WATER Main ImprovementsCIP 29-10 (355)5, $ 4,384, $ NOTE: Results are based on the lowest responsive, responsible bidder and are not official until project has been awarded by the Board of WATER Commissioners*Due to mathematical error on bid, this total is different than the total submitted, and has been corrected to reflect actual 2 of 2 Bid Opening: Method of Bid: Bids Received by: Tuesday, September 20, 2011 @ 2:00 Grehn, Staff EngineerMEDFORD WATER COMMISSIONT abulation of BidsTable Rock Road, Kirtland Road, Pacific Avenue & Avenue 'G' 48-Inch WATER Main ImprovementsCIP 29-10 (355)NOTE: Results are based on the lowest responsive, responsible bidder and are not official until project has been awarded by the Board of WATER for Public Traffic and Work Zone Traffic and Install 48 Class 50 Ductile Iron Pipe and Appurtenances with Push-On Joints and Native Backfill7287 Lin.

6 And Install 48 Class 50 Ductile Iron Pipe and Appurtenances with Restrained Joints and Native Backfill1100 Lin. and Install 48 Class 50 Ductile Iron Pipe and Appurtenances with Restrained Joints and CLSM Backfill119 Lin. and Install 48 Class 50 Ductile Iron Pipe and Appurtenances with Push-On Joints and ODOT Class D Backfill1150 Lin. and Install 48 Class 50 Ductile Iron Pipe and Appurtenances with Restrained Joints and ODOT Class D Backfill237 Lin. and Install 48 Class 50 Ductile Iron Pipe and Appurtenances with Push-On Joints and ODOT Class B Backfill66 Lin. and Install 48 Class 50 Ductile Iron Pipe and Appurtenances with Restrained Joints and ODOT Class B Backfill150 Lin. and Install 36 Class 50 Ductile Iron Pipe and Appurtenances with Restrained Joints and ODOT Class B Backfill23 Lin. and Install 12 Class 54 Ductile Iron Pipe and Appurtenances with Native Backfill (Drain Line)500 Lin.

7 And Install 8 Mainline Blow-off Assembly and and Install 48 x48 x12 Ductile Iron and Install 48 x30 Concentric Reducer and Install 48 x36 Concentric Reducer and Install 48 - 45 deg. and Install 48 - 22 deg. and Install 12 - 90 deg. and Install 12 - 45 deg. and Install 48 Butterfly 36 Butterfly Valve Collect at MWC and Install 12 Butterfly and Install 12 Flapper and Install 36 Solid and Install 72 Flattop Manhole (Air Relief Valve Housing) and Existing Pressure SS and Replace Gravity Sewer Lateral - PVC C-90020 Lin. Pavement Base Course and Wearing 2 Wearing Course Materials, Labor and Access for Cleaning, and Materials, Labor, and Assistance to MWC for Flushing, Pressure Testing, Disinfection, Sampling, and and Utilize 48 Inflatable and Utilize 48 Poly Coated/Criss-Cross and Utilize 48 Flush and Install Rip Rap Class 50 - 12 Thick21Sq.

8 Exploration of Existing and Sediment Control MeasuresAllLumpSum2, $ K & E Excavating3871 Langley OR 97317503-399-483363, $ 15, $ 41, $ Kogap Enterprises, ,565, $ 120, $ 2,550, $ 115 Stewart Ave34, $ MEDFORD OR 97501n/a541-776-65279/20/11 Marvin Hackwelln/an/an/aTotal215, $ 9/20/11 John Fowler9/20/11 Travis Craig9/20/11541-776-653941, $ 39, $ Michael Crennenn/an/aTotal1, $ 130, $ n/an/aTotal400, $ 84, $ Manufacturer:Delivery Quoted:1, $ 1, $ 426, $ 474, $ 91, $ Total198, $ 110, $ 90, $ 541-726-794323, $ 27, $ 1, $ 1, $ 6, $ 1, $ 71, $ $ 96, $ Fax No.

9 :541-664-4567503-623-91172, $ 1, $ 3, $ 48, $ 109, $ 25, $ 269, $ 101, $ 464, $ 32, $ 2, $ 4, $ 503-623-5373541-726-73804, $ Dallas OR 9733810, $ 8, $ 20, $ 23, $ 541-770-296051, $ $ Eugene OR 9740238, $ 257, $ 10, $ 28, $ 8, $ 8, $ 18, $ 18, $ Pacific Excavation, Box 114512775 Westview N. Danebo OR 97501 Bidder:Knife River MaterialsJames w. Fowler, , $ Address:City/State55, $ Phone No.:Date of Quote:Person Quoting:91, $ 85, $ 60, $ 38, $ 15, $ 2,441, $ 2,550, $ 2,550, $ 35, $ 55, $ 83, $ 59, $ 113, $ 429, $ 467, $ 484, $ 122, $ 110, $ 106, $ 448, $ 465, $ 425, $ 29, $ 27, $ 23, $ 79, $ 75, $ 52, $ 8, $ 10, $ 18, $ 48, $ 43, $ 51, $ 13, $ 7, $ 14, $ 66, $ 56, $ 50, $ 22, $ 18, $ 27, $ 16, $ 18, $ 19, $ 90, $ 107, $ 111, $ 42, $ 48, $ 51, $ 1, $ $ $ 1, $ 1.

10 $ 1, $ 42, $ 40, $ 64, $ 3, $ 2, $ 2, $ 1, $ 1, $ 2, $ 1, $ 1, $ 1, $ 10, $ 6, $ 8, $ 24, $ 23, $ 30, $ 6, $ 2, $ 5, $ 3, $ 3, $ 5, $ 17, $ 5, $ 286, $ 254, $ 339, $ 8, $ 68, $ 24, $ 80, $ 2, $ 2, $ 3, $ 2, $ 10, $ 5, $ 30, $ 10, $ 21, $ 2, $ $ 8, $ 1, $ $ $ 94, $ 6, $ 15, $ 19, $ 22, $ 131, $ 105, $ 2, $ 17, $ 27, $ 125, $ 9/20/11503-779-1192 Total71, $ 414, $ 78, $ 28, $ 1, $ 1, $ 95, $ n/an/aJohn KuenziTOTAL 4,908, $ 5,074, $ 5,095, $ 4,862, $ 4,845, $ *Due to mathematical error on bid, this total is different than the total submitted, and has been corrected to reflect actual amount.