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HomeMy WebLinkAbout2016-03-16 PACKET 07.B. REQUEST OF CITY COUNCIL ACTION COUNCIL AGENDA MEETING ITEM # DATE 3/16/16 � , PREPARED BY: Community Development Jennifer Levitt ORIGINATING DEPARTMENT STAFF AUTHOR * * * * * * * * * * * * * * * * * * * * * * � * * * * * * * * * * * * * * * * * � * * * * * * * COUNCIL ACTION REQUEST: Consider awarding the bid for the 70th Street South (CSAH 22) & Jamaica Avenue Improvements Project to Hardrives, Inc., who was the lowest bidder, in the amount of $3,251,892.52. STAFF RECOMMENDATION: Approve the request. BUDGET IMPLICATION: $ $1,795,336 (Cottage Grove portion) BUDGETED AMOUNT ACTUAL AMOUNT SUPPORTING DOCUMENTS: � MEMO/LETTER: Letter from David Sanocki, Stantec dated 3/10/16 � RESOLUTION: Draft ❑ ORDINANCE: ❑ ENGINEERING RECOMMENDATION: ❑ LEGAL RECOMMENDATION: � OTHER: Bid Tabulations ADMINISTRATOR'S COMMENTS: � .� /�_ �,.- � .�, ,.��� . ������� ���� � �� 0 � City Administrator D te * * * * * * * * * * * * * � * * * � * � * * � * * * * * * * * * * * * * * * * * � � * * * * * * COUNCIL ACTION TAKEN: ❑ APPROVED ❑ DENIED ❑ OTHER Stantec Consulting Services Inc. 2335 Highway 36 West,St. Paul MN 55113 March 10,2016 Honorable Mayor and City Council City of Cottage Grove 12800 Ravine Parkway Cottage Grove, MN 55016 Re: 70th Street South (CSAH 22) &Jamaica Avenue Improvements Stantec Project No. 193801999 Bid Results Dear Honorable Mayor and City Council: Bids were received for the Project stated above on March 10,2016. Transmitted herewith is a copy of the Bid Tabulation for your information and file. Copies will also be distributed to each Bidder once the Project has been awarded, Bids were received from 5 contractors. The following summarizes the results: Contractor Base Bid Alternate 1 Bid Low Hardrives, Inc. $3,251,892.52 $118,310.93 #2 Park Const. Co. $3,261,147.13 $115,329,96 #3 Max Steininger, Inc. $3,390,228.35 $107,403.1 1 #4 Northwest Asphalt Inc. $3,539,021.94 $105,973.20 #5 North Valley, Inc. $3,776,897.50 $125,657.05 The low Bidder on the Project was Hardrives, Inc.with a Total Base Bid Amount of$3,251,892.52, which compares to the Engineer's Opinion of Probable Costs of$4,021,238. The City's participation in the construction cost is approximately$1,795,336. Hardrives, Inc.submitted an Alternate 1 bid in the amount of$118,310.93 for a proposed monument, lighting and landscaping at the northwest corner of 70th Street and Jamaica Avenue. These Bids have been reviewed and found to be in order. If the City Council wishes to award the Project to the low Bidder,then Hardrives, Inc. should be awarded the Project on the Total Base Bid Amount of$3,251,892.52. Alternate 1 is not recommended to be awarded. Should you have any questions, please feel free to contact me at 651-604-4905. Sincerely, STANTEC CONSULTING SERVICES INC. . ' . David R.Sanocki, P.E. C�eslqn with community in mind � Stantec ProjectName:70THSTREETSOUTH(CSAH22)ANDJAMAICAAVENUEIMPROVEMENTS Iherebycertifythatthisisaneract reprodudion ofbidsrecei�ed. City Project No. Projed No.: 193801999 (����-� �-1" Bid Opening:Thursday,March 10,2016 at 10 A.M.,CST Owner: City of Cottage Grove,MN �`� David R.Sanocki,P.E. Licrnse No.40973 Bidder No.1 Bidder No.2 Bidder No.3 Bidder No.4 BID TABULATION Hardrives,Inc. Park Construction Co. Max Steininger Inc. Northwest Asphalt,Inc. Item Num Item Units Qty Unit Price Total Unit Price Total Unit Price Total Unit Price Total BASE BID 1 MOBILIZAlION LUMP SUM 1 $152,000.00 $152,000.00 $100,000.00 2 CLEARING ACRE 0.51 $4,280.90 $100,000.00 $145,000.00 $145,000.00 $268,000.00 $268,000.00 3 CLEARING .�E $ $2,183.26 $4,620.00 $2,356.20 $5,586.89 $2,849.31 $10,000.00 $5,100.00 $160.53 $1,284Z4 $173.00 $1,384.00 $209.51 $1,676.08 $200.00 $1,600.00 4 GRUBBING ACRE 0.51 $4,280.90 $2,183.26 $4,620.00 5 GRUBBING TREE 8 $160.53 $Z,356.20 $5,586.89 $2,849.31 $10,000.00 $5,100.00 6 PAVEMENT MARIQNG REMOVAL LIN FT 1700 $0.64 $1,284.24 $173.00 $1,384.00 $209.51 $1,676.08 $200.00 $1,600.00 7 REMOVE PIPE CULVERTS LIN FT 351 $6.42 �1,088.00 $0.60 $l,ozo.00 $0.64 $1,088.00 $1.00 $1,700.00 8 REMOVE WATER MAIN LIN FT 29 $8.56 �2�253.42 $16.50 $5,791.50 $6.70 $2,351.70 $10.00 $3,510.00 9 REMOVE SEWER PIPE STORM LIN Ff 64 $6.42 �Z48.24 $14.10 $408.90 $8.93 $258.97 $10.00 $290.00 � ) $410.88 $13.70 $876.80 $6.70 $428.80 $10.00 10 REMOVE CURB AND GUTTER LiN FT 2953 $2.14 $6,319.42 $2.80 $640.00 11 REMOVE CONCRETE WALK SQ FT 4712 $0.43 $2,026.16 $0.80 �$'Z68.40 $6.14 $18,131.42 $3.50 $10,335.50 12 REMOVE BITUMINOUS PAVEMENT SQ YD 26017 $2.66 $69,205.22 $2.50 �3,769.60 $0.69 $3,251.28 $0.50 $2,356.00 13 REMOVE LIGH'flNG UNIT EACH 2 $270.25 $65,042.50 $1.73 $45,009.41 $2.00 $52,034.00 14 REMOVE GATE VALVE AND BOX EACH i $160.53 $540.50 $254.00 $508.00 $268.96 $537.92 $600.00 $1,200.00 15 REMOVE DRAINAGE STRUCTURE EACH 2 $428.09 $160.53 $170.00 $170.00 $167.46 $167.46 $250.00 $250.00 16 REMOVE SI�N 7YPE C EACH 58 �26.76 �856.18 $389.00 $778.00 $446.55 $893.10 $400.00 $800.00 17 REMOVE SIGN TYPE D EACH 4 $53.51 �1,552.08 $25.00 $1,450.00 $26.68 $1,547.44 $25.00 $1,450.00 18 SAWING CONCREI'E PAVEMENT FULL DEPTH LIN FT 376 $4.48 �214.04 $50.00 $200.00 $53.37 $213.48 $75.00 $300.00 � ) $1,684.48 $3.90 $1,466.40 $5.34 $2,007.84 $6.00 $2,256.00 19 SAWING BITUMINOUS PAVEMENT(FULL DEPTH) LIN FT 387 $2.90 $1,122.30 $2.20 $851.40 $2.13 $824.31 $4.00 $1,548.00 20 SALVAGE HYDRANT EACH 2 $535.11 $1,070.22 $542.00 21 SALVAGE SIGN NPE C EACH 1 $26.76 $1,084.00 $558.18 $1,116.36 $350.00 $700.00 22 COMMON IXCAVATION CU YD 32683 $13.94 $26.76 $25.00 $25.00 $26.68 $26.68 $25.00 $25.00 23 SUBGRADE IXCAVA'fiON CU YD 670 $12.84 $455,601.02 $11.00 $359,513.00 $14.77 $482,727.91 $12.90 $421,610.70 24 SELECf GRANUTAR BORROW CV CU YD 15453 $12J2 $$�602.80 $17.40 $11,658.00 $22.86 $15,316.20 $12.90 $8,643.00 � ) $196,562.16 $18.80 $290,516.40 $9.45 $146,030.85 $17.30 25 GEOTEXTILE FABRIC'fYPE I SQ YD 2510 $0.34 $853.40 $1.40 $267,336.90 26 SHOULDER PREPARATION LIN FT 7955 $1.25 $3,514.00 $2.13 $5,346.30 $1.50 $3,765.00 27 SIQD LOADER HOUR 20 $0.01 �9�943.75 $0.52 $4,136.60 $1.02 $8,114.10 $1.50 $11,932.50 28 STREEI"SWEEPER(W1TH PICKUP BROOM) HOUR 20 $0.01 $0.20 $116.00 $2,320.00 $124.76 $2,495.20 $125.00 $2,500.00 29 WAl'ER MGAI 100 $0.01 $0.20 $125.00 $2,500.00 $150.99 $3,019.80 $130.00 $2,600.00 30 AGGREGATE BASE(Cl�CLASS 5 CU YD 6888 $24.30 $1.00 $24.10 $2,410.00 $38.24 $3,824.00 $35.00 $3,500.00 31 FULL DEP7H RECLAMATION S YD 23240 �1$2 $167,378.40 $24.20 $166,689.60 $33.20 $228,681.60 $23.00 $158,424.00 Q $42,296.80 $2.00 $46,480.00 $1.57 $36,486.80 $3.50 32 CONCRETE PAVEMENT 7.5" SQ YD 6282 $60J8 $381,819.96 $58.50 $$1,340.00 33 DOWEL BAR EACH 4515 $7,23 $367,497.00 $61.77 $388,039.14 $54.00 $339,228.00 34 PERMANENT HEADER LIN FT 198 $58.38 $32,643.45 $6.95 $31,379.25 $7.38 $33,320.70 $10.00 $45,150.00 $11,559.24 $56.10 $11,107.80 $59.14 $11,709.72 $25.00 $4,950.00 35 TYPE SP 9.5 WEARING COURSE MDCfURE(2,6) TON 653 $54.97 $35,895.41 $73.20 $47,799.60 $60.21 $39,317.13 $53.50 $34,935.50 36 NPE SP 9.5 WEARING COURSE MDCfURE(3,C) TON 8772 $55.53 $487,109.16 $55.80 37 TYPE SP 12.5 WEARING COURSE MDCfURE(3,6) TON 898 $48.03 $43,130.94 $47.50 $489,477.60 $57.16 $501,407.52 $55.20 $484,214.40 $42,655.00 $49.11 $44,100.78 $46.10 $41,397.80 38 TYPE SP 12.5 NON WEARING COURSE MDCfURE(3, TON 2261 $48.45 $109,545.45 $49.20 $111,241.20 $46.91 $106,063.51 $47.30 $106,945.30 39 IMPROVED PIPE FOUNDAI'ION LiN Fi' 2469 $3.21 $7,925.49 $3.60 40 15"RC PIPE APRON EACH 3 $603.61 $$.$$$•40 $3.35 $8,271.15 $0.01 $24.69 41 21"RC PIPE APRON EACH 2 $763.07 $1,810.83 $534.00 $1,602.00 $629.63 $1,888.89 $548.00 $1,644.00 42 30"RC PIPE APRON EACH 3 $1,149.42 $1,526.14 $581.00 $1,162.00 $795.98 $1,591.96 $590.00 $1,180.00 43 44"SPAN RC PIPE-ARCH APRON EACH 1 $1,567.88 �3,448.26 $702.00 $2,106.00 $1,198.98 $3,596.94 $800.00 $2,400.00 44 TRASH GUARD FOR 15"PIPE APRON EACH 3 $229.03 $1,567.88 $1,120.00 $1,120.00 $1,635.48 $1,635.48 $1,100.00 $1,100.00 45 TRASH GUARD FOR 21"PIPE APRON EACH 2 $385.28 $687.09 $264.00 $792.00 $238.91 $716.73 $260.00 $780.00 46 TRASH GUARD FOR 30"PIPE APRON EACH 3 $683.87 ���0.56 $454.00 $908.00 $401.89 $803.78 $430.00 $860.00 47 'fRASH GUARD FOR 44"SPAN PIPE APRON EACH 1 $874.37 �Z�051.61 $707.00 $2,121.00 $713.36 $2,140.08 $660.00 $1,980.00 48 TEMPORARY CULVERT LtN FT 152 $26.76 �874.37 $995.00 $995.00 $912.07 $912.07 $900.00 $900.00 49 4"PVC PIPE DRAIN LIN FT 240 $12.84 �4,067.52 $17.20 $2,614.40 $55.82 $8,484.64 $35.00 $5,320.00 50 36"SPAN RC PIPE-ARCH SEWER CLASS IIA LSN FT 116 $81.34 �3,081.60 $12.60 $3,024.00 $13.40 $3,216.00 $16.00 $3,840.00 $9,435.44 $70.80 $8,212.80 $84.85 $9,842.60 $75.00 $8,700.00 193801999-BidTab.xlsm QT-1 Bidder No.1 Bidder No.2 Bidder No.3 Bidder No.4 BID TABULATION Hardrives,Inc. Park Construction Co. Max Steininger Inc. Northwest Asphalt,Inc. Item Num Item Units Qty Unit Price Total Unit Price Total Unit Price Total Unit Price Total 51 44"SPAN RC PIPE-ARCH SEWER CLASS IIA LIN FT 51 $96.32 $4,912.32 $86.80 $4,426.80 $100.48 52 15"RC PIPE SEWER DESIGN 3006 CLASS V LIN FT 1956 $31.04 $5,124.48 $89.00 $4,539.00 53 21"RC PIPE SEWER DESIGN 3006 CLASS V LIN FT 46 $39.60 $60,714.24 $23.20 $45,379.20 $32.38 $63,335.28 $34.00 $66,504.00 $1,821.60 $32.80 $1,508.80 $41.31 $1,900.26 $39.00 $1,794.00 54 30"RC PIPE SEWER DESIGN 3006 CLASS N LIN Ff 103 $62.07 $6,393.21 $65.00 $6,695.00 $64.75 $6,669.25 $68.00 $7,004.00 55 STORM SEVJERINSPECTION LIN FI' 2272 $1.61 $3,657.92 $2.10 $4,771.20 $1.67 56 IRRIGAlION SYSTEM LUMP SUM 1 $70,634.73 $70,634.73 $71,000.00 $3,794.24 $2.20 $4,998.40 57 IRRIGA7ION SYSTEM REPAIR EACH 5 $1,605.33 $�1,000.00 $75,778.86 $75,778.86 $85,000.00 $85,000.00 , 58 CONNECI'TO DQSTING WATERMAIN EACH Z �9�9.26 $$,026.65 $165.00 $825.00 $176.11 $880.55 $300.00 $1,500.00 59 HYDRANT EACH 1 $4,335.47 �1,958.52 $774.00 $1,548.00 $1,021.48 $2,042.96 $1,000.00 $2,000.00 60 INSfALL HYDRANT EACH 2 $1,139.79 �4,335.47 $3,220.00 $3,220.00 $4,522.42 $4,522.42 $3,285.00 $3,285.00 61 AD]UST GATE VALVE AND BOX EACH 1 $274.13 �2'2�9'S8 $1,570.00 $3,140.00 $1,188.94 $2,377.88 $600.00 $1,200.00 62 4"PIPE PLUG EACH 1 �SZ.qq $2�4.13 $241.00 $241.00 $223.28 $223.2$ $500.00 $500.00 63 6"PIPE PLUG EACH 1 $86.69 $52.44 $131.00 $131.00 $54.70 $54.70 $77.00 $77.00 64 8"PIPE PLUG EACH 1 $120.94 �86.69 $148.00 $148.00 $90.43 $90.43 $98.00 $98.00 65 4"45°BEND EACH 1 $104.88 $120.94 $172.00 $172.00 $126.15 $126.15 $114.00 $114.00 66 4"90°BEND EACH 1 $122.01 $104.88 $198.00 $198.00 $109.41 $109.41 $150.00 $150.00 67 6"SLEEVE EACH 1 $166.95 $122.01 $208.00 $208.00 $127.27 $127.27 $146.00 $146.00 68 6"X6"TEE FirflNG EACH 1 $235.45 $166.95 $263.00 $263.00 $174.16 $174.16 $180.00 $180.00 69 8"X6"TEE FITTIN� EACH 1 �Zgg,g2 $z35.45 $437.00 $437.00 $245.61 $245.61 $260.00 $260.00 70 6"GATE VALVE AND BOX EACH 2 $1,235.04 �Z86'$Z $471.00 $471.00 $299.18 $299.18 $290.00 $290.00 71 12"X4"WET TAP EACH 1 $2 787,93 $Z.470.08 $2,230.00 $4,460.00 $1,288.29 $2,576.58 $1,300.00 $2,600.00 72 12"X6"WETTAP EACH 1 g2,991,Z7 �Z'�8�'93 $3,090.00 $3,090.00 $2,908.15 $2,908.15 $3,700.00 $3,700.00 73 18"X8"WETTAP EACH 1 $4,353.67 �2'991.27 $3,320.00 $3,320.00 $3,120.25 $3,120.25 $4,000.00 $4,000.00 74 4"MEGALUG EACH 5 $26.76 �4,353.67 $4,680.00 $4,680.00 $4,541.39 $4,541.39 $5,400.00 $5,400.00 75 6"MEGALUG EACH 14 $34.25 $133.80 $50.50 $252.50 $27.91 $139.55 $28.00 $140.00 76 8"MEGALUG EACH 3 $50.30 $479.50 $54.20 $758.80 $35.72 $500.08 $31.00 $434.00 77 HYDRANT PAD EACH 3 $535.09 $150.90 $65.40 $196.20 $52.47 $157.41 $42.00 $126.00 78 4"WATERMAIN DUCTILE IRON Cl 52 LIN FT 37 $5030 $1,605.27 $498.00 $1,494.00 $533.65 $1,600.95 $250.00 $750.00 79 6"WATERMAIN DUCTILE IRON CL 52 LIN FT 56 $42.81 �1,861.10 $50.50 $1,868.50 $52.47 $1,941.39 $46.00 $1,702.00 80 8"WAl'ERMAIN DUCTiLE IRON CL 52 LiN Ff 104 $50.30 �Z�39736 $41.60 $2,329.60 $44.66 $2,500.96 $48.00 $2,688.00 81 CONSTRUCT'DRAINAGE STRUCTURE DESIGN F EACH 11 $2,155.43 $5,231.20 $47.10 $4,898.40 $52.47 $5,456.88 $50.00 $5,200.00 82 CONSTRUCT DRAINAGE STRUCTURE DESIGN G OR EACH 6 $1,937.10 ��'�09.73 $1,910.00 $21,010.00 $2,24837 $24,732.07 $1,900.00 $20,900.00 $11,622.60 $1,740.00 $10,440.00 $2,020.63 $12,123.78 $1,450.00 $8,700.00 83 CONSIRUCT DRAINAGE SfRUCiURE DESIGN 60-40 EACH 3 $3,321.97 $9,965.91 $2,420.00 $7,260.00 $3,465.21 $10,395.63 $2,550.00 $7,650.00 84 CONSTRUCT DRAINAGE STRUCTURE DESIGN 72-40 EACH 2 $5,794.19 $11,588.38 $3,390.00 $6,780.00 $6,044.03 $12,088.06 $3,240.00 $6,480.00 85 ADJUST FRAME AND RING CAS7ING EACH 14 $112.02 $1,568.28 $287.00 $4,018.00 $334.91 86 MANHOLE OVERDEPTH LIN FT 103 $194.78 $2,006.23 $133.00 $4,688.74 $520.00 $7,280.00 87 RANDOM RIPRAP CLASSIII CU YD 146 $g7,76 $1,369.90 $203.18 $2,092.75 $160.00 $1,648.00 88 4"CONCRETE WALK SPEQAL S Ff 6353 $8.03 $12,812.96 $90.10 $13,154.60 $91.54 $13,364.84 $65.00 $9,490.00 Q $51,014.59 $7.70 $48,918.10 $8.20 $52,094.60 $13.50 $85,765.50 89 6"CONCRETE WALK SQ FI' 6591 $5.21 $34,339.11 $5.00 $32,955.00 $5.31 90 7"CONCREfE WALK SQ FT 2689 $7.81 $21,001.09 $7.8p $34,998.21 $6.50 $42,841.50 91 CONCRETE CURB AND GUTTER DESIGN 6424 lSN FT 7691 $13.30 $20,974.20 $7.94 $21,350.66 $7.50 $20,167.50 92 CONCRETE CURB AND GUTTER DESIGN 6612 LiN FT 232 $19.80 �102,290.30 $12.80 $9g,444,gp $13.54 $104,136.14 $15.15 $116,518.65 93 CONCRETE CURB AND GUTTER DESIGN 8618 LiN FT 682 $21.94 �4,593.60 $19.00 $4,408.00 $20.09 $4,660.88 $13.75 $3,190.00 94 CONCREfE CURB AND GUTTER DESIGN D424 LIN FT 314 $19.10 $14,963.08 $21.10 $14,390.20 $22.28 $15,194.96 $16.75 $11,423.50 95 TRUNCATED DOMES S FT 352 $50.30 $5,997.40 $18.40 $5,777.60 $19.40 $6,091.60 $15.45 $4,851.30 Q $17,705.60 $48.40 $17,036.80 $51.16 $18,008.32 $50.00 $17,600.00 96 PORTABLE PRECAST CONCRETE BARRIER DESIGN£ LIN Ff 1365 $16.59 $22,645.35 $15.50 $21,157.50 $16.54 $22,577.10 $14.50 $19,792.50 97 RELOCATE MAIL BOX SUPPORT EACH 3 $274.12 $822.36 $250.00 $750.00 $266.83 98 CONCRETE EDGER LIN Ff 180 $21.40 $3,852.00 $8.50 $800.49 $250.00 $750.00 99 BRICK PAVERS S FT 2541 $9.45 $1,530.00 $19.75 $3,555.00 $18.50 $3,330.00 Q $24,012.45 $18.00 $45,738.00 $10.67 $27,112.47 $16.50 $41,926.50 100 LIGHTING UNIT A EACH 8 $2,734.86 $21,878.88 $2,570.00 $20,560.00 $2,721.92 101 LIGHTING UNIT B EACH 7 $4,193.10 $29,351.70 $3,940.00 $Z1,775.36 $2,805.00 $22,440.00 102 LUMINAIRE A EACH 8 $1,924.13 $Z�.580.00 $4,173.25 $29,212.75 $4,337.00 $30,359.00 103 LUMINAIRE B EACH 5 $1,945.75 $15,393.04 $1,810.00 $14,480.00 $1,915.02 $15,320.16 $2,461.00 $19,688.00 104 LI6HT FOUNDA7ION DESIGN SPEQAL EACH 15 $556.70 $9'72$'�5 $1,830.00 $9,150.00 $1,936.54 $9,682.70 $2,490.00 $12,450.00 105 1.5"NON-METAIIIC CONDUIT LIN FT 2949 $2.43 �8�350.50 $523.00 $7,845.00 $554.07 $8,311.05 $741.00 $11,115.00 106 4"NON-METALLIC CONDUIT LIN FT 575 $15.03 ���166.07 $2.30 $6,782.70 $2.42 $7,136.58 $4.20 $12,385.80 107 UNDERGROUND WIRE 1 COND NO 6 LIN FT 11796 $1.01 �8�642.25 $14.10 $8,107.50 $14.95 $8,596.25 $10.70 $6,152.50 108 SERVICE CABINET-TYPE Ll EACH 1 $6,206.95 $11,913.96 $0.94 $11,088.24 $1.00 $11,796.00 $1.00 $11,796.00 109 E UIPMENT PAD B EACH 1 $578.32 �6,206.95 $5,830.00 $5,830.00 $6,177.57 $6,177.57 $4,370.00 $4,370.00 Q $578.32 $543.00 $543.00 $575.58 110 HANDHOLE EACH 10 $524.27 $5,242.70 $492.00 $�5.58 $1,024.00 $1,024.00 111 REfROFIT LUMINAIRE EACH 15 $1,230.15 $4,920.00 $521.79 $5,217.90 $3,060.00 $30,600.00 $18,452.25 $1,160.00 $17,400.00 $1,224.32 $18,364.80 $1,580.00 $23,700.00 193801999-BidTab.xlsm QT 2 Bidder No.1 Bidder No.2 Bidder No.3 Bidder No.4 BID TABULATION Hardrives,Inc. Park Construction Co. Max Steininger Inc. Northwest Asphalt,Inc. Item Num Item Units Qty Unit Price Total Unit Price Totat Unit Price Total Unit Price Total 112 IMPACT'AITENUATORBARRELS EACH 20 $160.52 $3,210.40 $150.00 $3,000.00 $160.10 113 TRAFFIC CON7ROL LUMP SUM 1 $10,701.78 $10,701.78 $10,000.00 $3,202.00 $150.00 $3,000.00 114 DETOUR SIGNING LUMP SUM 1 $7,491.15 $10,000.00 $10,673.08 $10,673.08 $24,500.00 $24,500.00 $7,491.15 $7,000.00 $7,000.00 $7,471.16 $7,471.16 $10,960.00 $10,960.00 115 PORTABLE CHANGEABLE MESSAGE SIGN UNIT DAY 80 $107.02 $8,561.60 $100.00 $8,000.00 $106.73 $8,538.40 $100.00 $8,000.00 116 SIGN PANELS TYPE C SQ Ff 640 $33.18 $21,235.20 $31.00 $19,840.00 $33.09 117 SIGN PANELS TYPE D SQ Ff 177 $35.32 $6,251.64 $33.00 $21,177.60 $32.00 $20,480.00 118 INSTALL SIGN TYPE C EACH 1 $107.02 $5,841.00 $35.22 $6,233.94 $32.00 $5,664.00 119 INSTALL SIGN'fYPE SPECIAL EACH 6 $80.26 $107.02 �ioo.00 $100.00 $106.73 $106.73 $225.00 $225.00 120 OBJECf MARKER TYPE X42 EACH 19 �gQ.Zg $481.56 $75.00 $450.00 $80.05 $480.30 $75.00 $450.00 121 CONSTRUCTION SIGNS-SPEC7P,L SQ FT 303 $10.70 �1,524.94 $75.00 $1,425.00 $80.05 $1,520.95 $75.00 $1,425.00 122 DECIDUOUS TREE 8'HT B&B TREE 5 $385.26 �3,242.10 $10.00 $3,030.00 $10.67 $3,233.01 $15.00 $4,545.00 123 DEQDUOUS TREE 1.5"CAL B&B TREE 17 $385.26 �1,926.30 $385.00 $1,925.00 $320.19 $1,600.95 $300.00 $1,500.00 124 DECIDUOUS SHRUB NO 5 CONT SHRB 93 $66.35 $6,549.42 $350.00 $5,950.00 $293.50 $4,989.50 $275.00 $4,675.00 125 PERENNIAL NO 1 CONT PLT 1639 $12.84 �6,170.55 $37.00 $3,441.00 $43.76 $4,069.68 $41.00 $3,813.00 126 PERENNIAL NO 2 CONT PLT 32 $25.68 �Z1,044.76 $10.00 $16,390.00 $14.94 $24,486.66 $14.00 $22,946.00 127 SILT FENCE,7YPE MS LIN FT 6927 $2.03 �821.76 $13.00 $416.00 $23.48 $751.36 $22.00 $704.00 128 STORM DRAIN INLET PR07ECfI0N EACH 43 $96.31 $14,061.81 $2.00 $13,854.00 $1.76 $12,191.52 $1.60 $11,083.20 129 SEDIMENT CONTROL LOG TYPE COMPOST LIN FT 40 �4$Z $4,141.33 $165.00 $7,095.00 $222.77 $9,579.11 $150.00 $6,450.00 130 STABILIZED CONSff2UCTI0N DQT �UMP SUM 1 $0.01 $192.80 $4.90 $196.00 $3.20 $128.00 $3.00 $120.00 131 CULVERT END COMROLS EACH 9 $107.02 $0.01 $2,890.00 $2,890.00 $5,971.82 $5,971.82 $4,000.00 $4,000.00 132 FER7ILTZERTYPE 1 POUND 1392 $0.54 $963.18 $165.00 $1,485.00 $305.33 $2,747.97 $125.00 $1,125.00 133 COMMON TOPSOIL BORROW CU YD 3724 $10.00 ��51.68 $1.80 $2,505.60 $0.80 $1,113.60 $0.65 $904.80 134 SEEDING ACRE 7 $214.03 $37,240.00 $25.10 $93,47Z.40 $17.26 $64,276.24 $16.50 $61,446.00 135 SEED MDCfURE 25-151 POUND 770 �4 2$ $1,498.21 $1,700.00 $11,900.00 $373.55 $2,614.85 $150.00 $1,050.00 136 SODDINGTYPELAWN S YD 1143 �q.Zg $3,295.60 $3.65 $2,810.50 $3.20 $2,464.00 $2.95 $2,271.50 Q $4,892.04 $4.00 $4,572.00 $6.40 $7,315.20 $6.00 $6,858.00 137 MULCH MATERIAL TYPE 6 CU YD 108 $64.21 $6,934.68 $81.00 $8,748.00 $36.29 138 EROSION CONTROL BLANKEfS CATEGORY 3 SQ YD 12154 $1.23 $14,949.42 $1.45 $3,919.32 $34.00 $3,672.00 139 HYDRAULIC MULCH MATRDC POUND 3313 $0.80 $17,62330 $1.23 $14,949.42 $1.35 $16,407.90 140 INTERIM PAVEMENT MARIQNG LIN Ff 4200 $0.54 �2�650.40 $1.50 $4,969.50 $0.96 $3,180.48 $0.90 $2,981.70 141 PAVEMENT MESSAGE PREFORM THERMOPLASTIC $2.268.00 $0.50 $2,100.00 $0.53 $2,226.00 $0.35 $1,470.00 $6,445.68 $9,387.40 $10,228.25 GROUND IN SQ FT 251 $Z5.68 $37.40 $40.75 $24.00 $6,024.00 142 PAVEMENT MESSAGE PREFORM 7HERMOPLASTIC $21,914.24 GROUND IN CONTRASI' SQ FT 706 $31.04 $31,628.80 $34,530.46 143 4"SOLiD LINE EPDXY GROUND IN $44.80 $48.91 $29.00 $20,474.00 (WR) LIN FT 27491 $0.64 $17,594.24 $0.64 $17,594.24 $0.70 $19,243.70 $0.60 $16,494.60 144 8"SOLID LINE EPDXY GROUND IN(WR) LIN FT 494 $6.15 $3,038.10 $6.15 $3,038.10 $6.70 145 12"SOLID LINE EPDXY GROUND IN(WR) LIN Fi' 42 $10.70 $449.40 $10.70 $3,309.80 $5.75 $2,840.50 146 24"SOLID LINE EPDXY GROUND IN(WR) LiN FT 321 $12.63 $449.40 $11.64 $488.88 $10.00 $420.00 147 4"BROKEN ISNE EPDXY GROUND IN(WR) LIN FT 670 $0.86 �4,054.23 $12.60 $4,044.60 $13.74 $4,410.54 $11.80 $3,787.80 148 4"DOTi'ED LtNE EPDXY GROUND IN WR ISN FT 150 �2.6g �'�6.20 $0.85 $569.50 $0.93 $623.10 $0.80 $536.00 ( ) $402.00 $2.65 $397.50 $2.91 $436.50 $2.50 $375.00 149 4"DOUBLE SOLTD LINE EPDXY GROUND IN(WR) LIN Ff 2670 $1.28 $3,417.60 $1.30 $3,471.00 $1.40 150 4"D071'ED LINE PREFORM TAPE GROUND IN $738.30 $3,738.00 $iZ0 $3,204.00 CONTRAST L1N FT 69 $10.70 $662.40 $723.12 $9.60 $10.48 $10.00 $690.00 151 8"DOTTED LINE PREFORM TAPE GROUND IN �N FT 166 $Z,664.30 $2,274.20 $2,473.40 CONTRAST $16.05 $13.70 $14.90 $15.00 $2,490.00 152 18"DOTI'ED LINE PREFORM THERMOPLAS7IC �N FT 45 $1,444.95 $1,683.00 $1,833.75 GROUND IN CONTRAST $32.11 $37.40 $40.75 $30.00 153 CROSSVJALK PREFORM THERMOPLAS7IC GROUND $5,200.20 $1,350.00 IN SQ FT 324 $16.05 $4,503.60 $4,905.36 154 CROSSWALK PREFORM THERMOPLASTIC GROUND $13.90 $15.14 $15.00 $4,860.00 IN CONTRASf SQ FT 666 $19.26 $12,827.16 $21.40 $14,252.40 $23.29 $15,511.14 $18.00 TOTAL BASE BID $11,988.00 $3,251,892.52 $3,261,147.13 $3,390,228.35 $3,539,021.94 193801999-BidTab.xism QT-3 Bidder No.1 Bidder No.2 Bidder No.3 Bidder No.4 BID TABULATION Hardrives,Inc. Park Construction Co. Max Steininger Inc. Northwest Asphalt,Inc. Item Num Item Units Qty Unit Price Tota) Unit Price Total Unit Price Total Unit Price Total ALTERNATE 1 155 COMMUNIIY MONUMENTSIGN LUMP SUM 1 $101,18533 $101,185.33 $98,400.00 $98,400.00 $90,876.48 $90,876.48 $85,600.00 $85,600.00 156 IANDSCAPE STEEL EDGER LIN Ff 122 $7.49 $913.78 $15.00 $1,830.00 $4.27 $520.94 $4.00 $488.00 157 LUMINAIRE A EACH 6 $1,924.16 $11,544.96 $1,810.00 $10,860.00 $1,915.02 $11,490.12 $2,513.00 $15,078.00 158 1.5"NON-METALLIC CONDUIT lIN FT 66 $2.43 $160.38 $230 $151.80 $2.42 $159.72 $5.00 $330.00 159 UNDERGROUND WIRE 1 COND NO 6 LIN FT 264 $1.01 $266.64 $0.94 $248.16 $1.00 $264.00 $130 $343.20 160 CONIFEROUS TREE 10'HT B&B TREE 3 $460.18 $1,380.54 $400.00 $1,200.00 $480.29 $1,440.87 $450.00 $1,350.00 161 CONIFEROUS TREE 12'HT B&B TREE 2 $492.28 $984.56 $435.00 $870.00 $587.02 $1,174.04 $550.00 $1,100.00 162 PERENNIAL NO 1 CONT PLT 96 $12.84 $1,232.64 $10.00 $960.00 $14.94 $1,434.24 $14.00 $1,344.00 163 MULCH MAl'ERIAL TYPE 6 CU YD 10 $64.21 642.10 $81.00 810.00 TOTAL ALTERNATE 1 $118,310.93 �'2� 42.70 $34.00 $340.00 $115,329.96 $107,403.11 $105,973.20 Contractor Name and Address:Hardrives,Inc. Park Construction Company Max Steininger,Inc. Northwest Asphait,Inc. 14475 Qui2m Drive 1481 81st Avenue NE 3080 Lexington Avenue South 1451 Stagecoach Road Rogers,MN 55374 Minneapoiis,MN 55432 Eagan,MN 55121 Shakopee,MN 55379 Phone:763-428-8886 763-786-9800 651-4546620 952�45-1003 Fax 763-428-8868 763-717-6237 651-4546716 952-445-1056 Email:diabelloCc�hardrivesinc.com mchristianson arkconsWctionco. bobbvCrDmaxsteininqecnet tviere(o�rrvuasphalt.net Signed By: Daniei LaBelio Michaei Christianson Kyie Kahnke Tyler Enright Title: Project Manager Vice President Project Manager Project Manager Addenda Acknowledged:1,2,3 1,2,3 1,2,3 1,2,3 193801999-BidTab.xism QT-4 � Stantec Bidder No.5 BID TABULATION North Valley,Inc. Item Num Item Units Qty Unit Price Totat BASE BID 1 MOBILIZATlON LUMP SUM 1 $138,99Z.47 $138,992.47 2 CLEARING ACRE 0.51 $4,939.22 $2,519.00 3 CLEARING TREE 8 $185.22 $1,481J6 4 GRUBBING ACRE 0.51 $4,939.22 $2,519.00 5 GRUBBING TREE 8 $185.22 $1,481.76 6 PAVEMENT MARIQNG REMOVAL LIN FT 1700 $0.64 $1,088.00 7 REMOVE PIPE CULVERTS LIN FT 351 $6.67 $2,341.17 8 REMOVE WATER MAIN LIN Ff 29 $8.90 $258.10 9 REMOVE SEWER PIPE(STORM) LIN FT 64 $6.67 $426.88 10 REMOVE CURB AND GUTfER LIN Ff 2953 $530 $15,650.90 11 REMOVE CONCRETE WALK SQ FT 4712 $2.07 $9,753.84 12 REMOVE BIfUMINOUS PAVEMENT SQ YD 26017 $3.18 $82,734.06 13 REMOVE LIGHTING UNIT EACH 2 $271.38 $542.76 14 REMOVE GATE VALVE AND BOX EACH 1 $166.86 $166.86 15 REMOVE DRAINAGE STRUCTURE EACH 2 $444.95 $889.90 16 REMOVE SIGN IYPE C EACH 58 $26.74 $1,550.92 17 REMOVE SIGN TYPE D EACH 4 $53.49 $213.96 18 SAWING CONCREI"E PAVEMENT(FULL DEPTH) LIN Ff 376 $4.81 $1,808.56 19 SAWtNG BITUMINOUS PAVEMENT(FULL DEPTH) LIN FT 387 $2.94 $1,137.78 20 SALVAGE HYDRANT EACH 2 $556.20 $1,112.40 21 SALVAGE SIGN 7YPE C EACH 1 $26J5 $26J5 22 COMMON IXCAVA7ION CU YD 32683 $16.66 $544,498.78 23 SUBGRADE DCCAVAlION CU YD 670 $20.52 $13,748.40 24 SELECT GRANULAR BORROW(CV) CU YD 15453 $19.35 $299,015.55 25 GEOTEX7ILE FABRIC 7YPE I SQ YD Z510 $134 $3,363.40 26 SHOULDER PREPARAlION LIN Ff 7955 $7.31 $58,151.05 27 SIQD LOADER HOUR 20 $106.97 $2,139.40 28 STREET SWEEPER(WITH PICKUP BROOM) HOUR 20 $133.72 $2,674.40 29 WATER MGAL 100 $26.74 $2,674.00 - 30 AGGREGATE BASE(Cl�CLASS 5 CU YD 6888 $26.15 $180,121.20 31 FULL DEPTH RECLAMATiON SQ YD 23240 $2.55 $59,262.00 32 CONCRETEPAVEMENT7.5" SQYD 6282 $60.66 $381,066.12 33 DOWEL BAR EACH 4515 $11.07 $49,981.05 34 PERMANENT HEADER LIN Ff 198 $28.09 $5,561.82 35 TYPE SP 9.5 WEARING COURSE MIXTtJRE(2,6) TON 653 $55.52 $36,254.56 36 TYPE SP 9.5 WEARING COURSE MIXTURE(3,C) TON 8772 $53.19 $466,582.68 37 TYPE SP 12.5 WEARING COURSE MIXTURE(3,6) TON 898 $48.79 $43,813.42 38 T'PE SP 12.5 NON WEARING COURSE MDCRJRE(3, TON 2261 $45.92 $103,825.12 39 IMPROVED PIPE FOUNDATION LIN FT 2469 $3.34 $8,246.46 40 15"RC PIPE APRON EACH 3 $627.39 $1,882.17 41 21"RC PIPE APRON EACH 2 $79314 $1,586.28 42 30"RC PIPE APRON EACH 3 $1,194.70 $3,584.10 43 44"SPAN RC PIPE-ARCH APRON EACH 1 $1,629.64 $1,629.64 44 TRASH GUARD FOR 15"PIPE APRON EACH 3 $238.05 $714.15 45 TRASH GUARD FOR 21"PIPE APRON EACH 2 $400.46 $800.92 46 TRASH 6UARD FOR 30"PIPE APRON EACH 3 $710.81 $2,132.43 47 TRASH GUARD FOR 44"SPAN PIPE APRON EACH 1 $908.82 $908.82 48 TEMPORARY CULVERT LIN Ff 152 $55.62 $8,454.24 49 4"PVC PIPE DRAIN LIN FT 240 $1335 $3,204.00 50 36"SPAN RC PIPE-ARCH SEWER CLASS IIA LIN FT 116 $84.54 $9,806.64 193801999-BidTab.xism QT-5 Bidder No.5 BID TABULATION North Valley,Inc. Item Num Item Units Qty Unit Price ToYal 51 44"SPAN RC PIPE-ARCH SEWER CLASS IIA LIN Ff 51 $100.11 $5,105.61 52 15"RC PIPE SEWER DESIGN 3006 CLASS V LIN Ff 1956 $32.26 $63,100.56 53 21"RC PIPE SEWER DESIGN 3006 CLASS V LIN Ff 46 $41.16 $1,893.36 54 30"RC PIPE SEWER DESIGN 3006 CLASS N LIN Ff 103 $64.52 $6,645.56 55 STORM SEWER INSPECTION LIN FT 2272 $1.67 $3,794.24 56 IRRIGATION SYSTEM LUMP SUM 1 $78,391.33 $78,391.33 57 IRRIGAITON SYSTEM REPAIR EACH 5 $182.18 $910.90 58 CONNECI'TO DQSTING WATERMAIN EACH 2 $1,017.83 $2,035.66 59 HYDRANT EACH 1 $4,506.27 $4,506.27 60 INSTALL HYDRANT EACH 2 $1,184.69 $2,369.38 61 ADJUST GATE VALVE AND BOX EACH 1 $347.66 $347.66 62 4"PIPE PLUG EACH 1 $54.50 $54.50 63 6"PIPE PLUG EACH 1 $90.10 $90.10 64 8"PIPE PLUG EACH 1 $125J0 $125J0 65 4"45°BEND EACH 1 $109.02 $109.02 66 4"90°BEND EACH 1 $126.82 $126.82 67 6"SLEEVE EACH 1 $173.53 $173.53 68 6"X6"TEE FITTING EACH 1 $244.72 $244J2 69 8"X6"TEE FITTING EACH 1 $298.12 $29812 70 6"GATE VALVE AND BOX EACH 2 $1,283.69 $2,567.38 71 12"X4"WEf TAP EACH 1 $2,897J6 $2,897J6 72 12"X6"WETTAP EACH 1 $3,109.11 $3,109.11 73 18'7C8"WET'TAP EACH 1 $4,525.18 $4,525.18 74 4"MEGALUG EACH 5 $27.81 $139.05 75 6"MEGALUG EACH 14 $35.60 $498.40 76 8"MEGALUG EACH 3 $52.28 $156.84 77 HYDRANT PAD EACH 3 $75.00 $225.00 78 4"WATERMAIN DUCfiLE IRON CL 52 LIN FT 37 $52.28 $1,934.36 79 6"WATERMAIN DUCTlLE IRON CL 52 LIN FT 56 $44.50 $2,492.00 80 8"WA7ERMAIN DUCTILE IRON CL 52 LIN FT 104 $52.28 $5,437.12 81 CONSTRUCT DRAINAGE STRUCTIIRE DESIGN F EACH 11 $2,240.34 $24,643.74 82 CONSTRUCT DRAINAGE STRUCTURE DESIGN G OR EACH 6 $2,013.42 $12,080.52 83 CONSfRUCT DRAINAGE STRUCTURE DESIGN 60-40 EACH 3 $3,452.84 $10,358.52 84 CONSTRUCT DRAINAGE STRUCTURE DESIGN 72-40 EACH 2 $6,022.45 $12,044.90 85 ADJUST FRAME AND RING CA57ING EACH 14 $909.27 $12,729J8 86 MANHOLE OVERDEPTH LtN FT 10.3 $202.45 $2,085.24 87 RANDOM RIPRAP CLASS III CU YD 146 $91.22 $13,318.12 88 4"CONCREIE WALK SPECTAL SQ FT 6353 $14.55 $92,436.15 89 6"CONCRETE WALK SQ FT 6591 $6.68 $44,027.88 90 7"CONCREI'E WALK SQ FT 2689 $7.81 $21,001.09 91 CONCRETE CURB AND GUTTER DESIGN B424 LtN FT 7691 $17.02 $130,900.82 92 CONCRETE CURB AND GUTfER DESIGN 6612 LIN FT 232 $15.45 $3,584.40 93 CONCREfE CURB AND GUTTER DESI�N 6618 LIN FT 682 $18.82 $12,835.24 94 CONCRETE CURB AND GUTTER DESIGN D424 LIN FT 314 $17.36 $5,451.04 95 TRUNCATED DOMES SQ FT 352 $56.17 $19,771.84 96 PORTABLE PRECAST CONCREfE BARRIER DESIGN E LIN FT 1365 $16.58 $22,631.70 97 RELOCA7E MAIL BOX SUPPORT EACH 3 $267.43 $802.29 98 CONCRFfE EDGER LIN Ff 180 $19.79 $3,562.20 99 BRICK PAVERS SQ Ff 2541 $10.96 $27,84936 100 LIGHTINGUNITA EACH 8 $2,746.31 $21,970.48 101 LIGHTING UN1T B EACH 7 $4,210.65 $29,474.55 102 LUMINAIRE A EACH 8 $1,932.19 $15,457.52 103 LUMINAIRE B EACH 5 $1,953.90 $9,769.50 104 LIGHT FOUNDATION DESIGN SPEQAL EACH 15 $559.03 $8,385.45 105 1.5"NON-METALLIC CONDUIT LIN FT 2949 $2.44 $7,195.56 106 4"NON-METALLtC CONDUIf LIN FT 575 $15.09 $8,676.75 107 UNDERGROUND WIRE 1 COND NO 6 LIN F� 11796 $1.01 $11,913.96 108 SERVICE CABINEf-IYPE Ll EACH 1 $6,232.93 $6,232.93 109 EQUIPMENT PAD B EACH 1 $580J4 $580J4 110 HANDHOLE EACH 10 $526.47 $5,264.70 111 RETROFIT IUMINAIRE EACH 15 $1,235.30 $18,529.50 193801999-BidTab.xlsm QT-6 Bidder No.5 BID TABULATION North Valley,Inc. Item Num Item Units Qty Unit Price Total 112 IMPACI"ATTENUATORBARRELS EACH 20 $160.46 $3,209Z0 113 TRAFFIC CONTROL LUMP SUM 1 $10,697.24 $10,697Z4 114 DEl'OUR SIGNING LUMP SUM 1 $7,488.07 $7,488.07 115 PORTABLE CHANGEABLE MESSAGE SIGN UNIT DAY 80 $106.97 $8,557.60 116 SIGN PANELS NPE C SQ Ff 640 $33.16 $21,222.40 117 SIGN PANELS TYPE D SQ Ff 177 $35.30 $6,248.10 118 INSTA�L SIGN TYPE C EACH 1 $106.97 $106.97 119 INSTALL SIGN TYPE SPECIAL EACH 6 $80Z3 $481.38 120 OBJECT MARKER TYPE X42 EACH 19 $80Z3 $1,524.37 121 CONSfRUCTION SIGNS-SPECIAL SQ Ff' 303 $10.70 $3,242.10 122 DEQDUOUS TREE 8'HT B&B TREE 5 $524.45 $2,622.25 123 DEQDUOUS TREE 1.5"CAl B&B TREE 17 $439.43 $7,470.31 124 DECIDUOUS SHRUB NO 5 CONT SHRB 93 $66.25 $6,161.25 125 PERENNIAL NO 1 CONT PLT 1639 $18.77 $30,764.03 126 PERENNIAL NO 2 CONT PLT 32 $38.64 $1,236.48 127 SILT FENCE,TYPE MS LTN FT 6927 $2.04 $14,131.08 128 STORM DRAIN INLET PROTECTION EACH 43 $176.50 $7,589.50 129 SEDIMENT COMROL LOG TYPE COMPOST LIN FT 40 $3.48 $139.20 130 STABILIZED CONSTRUCTION DQT LUMP SUM 1 $5,348.62 $5,348.62 131 CULVERT END CONTROLS EACH 9 $267.43 $2,406.87 132 FER7ILIZER'TYPE 1 POUND 1392 $0.59 $821.28 133 COMMON TOPSOIL BORROW CU YD 3724 $30.58 $113,879.92 134 SEEDING ACRE 7 $496.85 $3,477.95 135 SEED MDCfURE 25-151 POUND 770 $3.59 $2,764.30 136 SODDING TYPE LAWN SQ YD 1143 $5.85 $6,686.55 137 MULCH MATERIAL TYPE 6 CU YD 108 $93.85 $10,135.80 138 EROSION CONTROL BLANKETS CATEGORY 3 SQ YD 12154 $1.71 $20,783.34 139 HYDRAULIC MULCH MA'fRIX POUND 3313 $0.79 $2,617.27 140 INTERIM PAVEMENT MARIQNG LIN Ff 4200 $0.53 $2,226.00 141 PAVEMENT MESSAGE PREFORM 7HERMOPLASTIC SQ Ff 251 GROUND IN $39.99 $10,037.49 142 PAVEMENT MESSAGE PREFORM THERMOPLASTIC SQ Ff 706 GROUND IN CONTRASf$47.99 $33,880.94 143 4"SOLID LINE EPDXY 6ROUND IN(WR) LIN FT 27491 $0.69 $18,968.79 144 8"SOLiD LINE EPDXY GROUND IN(WR) LIN FT 494 $6.57 $3,245.58 145 12"SOLID LINE EPDXY GROUND IN(WR) LIN FT 42 $11.43 $480.06 146 24"SOLtD LINE EPDXY GROUND IN(WR) LIN FT 321 $13.48 $4,327.08 147 4"BROI�N LINE EPDXY GROUND IN(VJR) LIN Ff 670 $0.91 $609.70 148 4"DOTTED LINE EPDXY GROUND IN(WR) LIN FI' 150 $2.86 $429.00 149 4"DOUBLE SOLID LINE EPDXY GROUND IN(WR) LtN F1' 2670 $1.37 $3,657.90 150 4"DOTfED LINE PREFORM TAPE GROUND IN �N�- 69 CONIRAST $10.28 $709.32 151 8"DOTfED LINE PREFORM TAPE GROUND IN �N Ff 166 CONTRASf $14.63 $2,428.58 152 18"DOTTED LINE PREFORM THERMOPLAS7IC �N FT 45 GROUND IN CONTRAST $39.99 $1,799.55 153 CROSSWALK PREFORM THERMOPLASflC GROUND SQ� 324 IN $14.86 $4,814.64 154 CROSSWALK PREFORM THERMOPLASTIC GROUND SQ Fi 666 �ZZ'$5 IN CONTRAST $15,218.10 TOTAL BASE BID $3,776,897.50 193801999-BidTab.xlsm QT� Bidder No.5 BID TABULATION North Vatley,Inc. Item Num Item Units Qty Unit Price Total ALTERNATE 1 155 COMMUNITY MONUMENT SIGN LUMP SUM 1 $106,972.40 $106,972.40 156 LANDSCAPE STEEL EDGER LIN Ff 122 $9.38 $1,144.36 157 LUMINAIRE A EACH 6 $1,932.19 $11,593.14 158 1.5"NON-MEfALLIC CONDUIi" LIN Ff 66 $2.44 $161.04 159 UNDERGROUND WIRE 1 COND NO 6 LIN Ff 264 $1.01 $266.64 160 CONIFEROUS TREE 10'HT 68c6 TREE 3 $606.15 $1,818.45 161 CONIFEROUS 7REE 12'HT B8cB TREE 2 $684.55 $1,369.10 162 PERENNIA�NO 1 CONT PLT 96 $18.77 $1,801.92 163 MULCH MATERIAL TYPE 6 CU YD 10 $53.00 530.00 TOTAL ALTERNATE 1 $125,657.05 Contractor Name and Address:North Valiey,Inc. 20015 Iguana St.NW,Ste.100 Nowthen,MN 55330 Phone:763-2742580 Fax 763-2742584 Email:contactus�northvalievinc.net Si9ned By:Brad Schmidtbauer Title:President Addenda Acknowledged:1,2,3 193801999-BidTab.xlsm QT g RESOLUTION NO. 2016-XXX RESOLUTION AWARDING THE BID FOR THE 70TH STREET SOUTH (CSAH 22) & JAMAICA AVENUE IMPROVEMENTS PROJECT TO HARDRIVES, INC. IN THE AMOUNT OF $3,251,892.52 WHEREAS, plans and specifications for the 70th Street South (CSAH 22) & Jamaica Avenue Improvements Project were completed according to City standards; and WHEREAS, bids were requested to provide the necessary work; and WHEREAS, five firms submitted bids; and WHEREAS, it appears that Hardrives, Inc. is the lowest responsible bidder; and WHEREAS, it is the recommendation of the City Engineer that the bid be awarded to Hardrives, Inc. in the amount of$3,251,892.52. NOW THEREFORE BE IT RESOLVED, the City Council of the City of Cottage Grove, County of Washington, State of Minnesota, the bid for the 70th Street South (CSAH 22) & Jamaica Avenue Improvements Project is awarded to Hardrives, Inc. in the amount of$3,251,892.52. Passed this 16th day of March 2016. Myron Bailey, Mayor Attest: Joe Fischbach, City Clerk