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Home My WebLink About6.o. Reject Bids - Rosewood Village 2nd Addition Street & Utility Improvements, City Project #378, CITY OF ROSEMOUNT EXECUTIVE SUMMARY FOR ACTION CITY COUNCIL MEETING DATE: September 7,2004 AGENDA ITEM: - Reject Bids- Rosewood Village 2 " Addition AGENDA SECTION: Street & Utility Improvements City Project #378 Consent PREPARED BY: Andrew J. Brotzler, P.E., City Engineer A NO: ATTACHMENTS: Resolution APPROVED BY: RECOMMENDED ACTION: MOTION TO ADOPT A RESOLUTION REJECTING BIDS FOR ROSEWOOD VILLAGE 2 N° ADDITION STREET AND UTILITY IMPROVEMENTS, CITY PROJECT #378. ACTION: BACKGROUND: On Friday, July 30, 2004, bids for the referenced project were received and read aloud publicly. The bids were then tabulated and reviewed for accuracy. This project includes the construction of streets and utilities within the Rosewood Village 2nd Addition development. At this time, there are unresolved matters between the City and the Developer, Progress Land Company that preclude the consideration of bids to award a contract. The bid documents stipulate a 45 -day bid holding period which will expire prior to the next regular Council meeting. Therefore, Staff is recommending that Council take action to reject all bids. CITY OF ROSEMOUNT DAKOTA COUNTY, MINNESOTA RESOLUTION 2004 - A RESOLUTION REJECTING ALL BIDS FOR ROSEWOOD VILLAGE 2" ADDITION STREET AND UTILITY IMPROVEMENTS CITY PROJECT #378 WHEREAS, the City Council of the City of Rosemount had ordered the Advertisement for Bids for Rosewood Village 2nd Addition Street and Utility Improvements, City Project #378 and such bids were opened and read aloud publicly on July 30, 2004; and WHEREAS, the City has not yet been able to negotiate a mutually agreeable Subdivision Agreement to provide for payment of the costs of City Project #378. NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Rosemount, Minnesota: 1. All bids are hereby rejected ADOPTED this 7 th day of September, 2004. ATTEST: Linda Jentink, City Clerk Motion by: _ Voted in favor: Voted against: William H. Droste, Mayor Seconded by: r • CITY OF ROSEMOUNT EXECUTIVE SUMMARY FOR ACTION CITY COUNCIL MEETING DATE: September 7, 2004 BACKGROUND: On Friday, July 30, 2004, bids for the referenced project were received and read aloud publicly. The bids were then tabulated and reviewed for accuracy before making a recommendation. This project includes the construction of streets and utilities within the Rosewood Village 2nd Addition development. All costs associated with the project will be funded by the Developer, Progress Land Company. SUMMARY: The tabulation of bidders, resolution and letter of recommendation to award is attached. AGENDA ITEM: Receive Bids /Award Contract- Rosewood AGENDA SECTION: Village 2nd Addition Street & Utility Improvements City Project Consent - Add L- #378 a N t=0 PREPARED BY: Andrew J. Brotzler, P.E., City Engineer AGENDA NO: ATTACHMENTS: Resolution, Bid Tabulation, Letter of APPROVED BY: Recommendation RECOMMENDED ACTION: MOTION TO ADOPT A RESOLUTION RECEIVING BIDS AND AWARDING THE CONTRACT FOR ROSEWOOD VILLAGE 2 ADDITION STREET AND UTILITY IMPROVEMENTS, CITY PROJECT #378. ACTION: S a CITY OF ROSEMOUNT DAKOTA COUNTY, MINNESOTA RESOLUTION 2004 — A RESOLUTION RECEIVING BIDS AND AWARDING THE CONTRACT FOR ROSEWOOD VILLAGE 2 ADDITION STREET AND UTILITY IMPROVEMENTS CITY PROJECT #378. BE IT RESOLVED, by the City Council of the City of Rosemount, Minnesota, as follows: 1. All bids on construction of the Rosewood Village 2 nd Addition Street and Utility Reconstruction Improvements are hereby received and tabulated. 2. The bid of Erickson Construction, Inc., in the amount of $443,123.59 for the construction of said improvements are in accordance with the plans and specifications and advertisement for bids is the lowest responsible bid and shall be and hereby is accepted. 3. The Mayor and Clerk are hereby authorized and directed to enter into a contract with said bidder for the construction of said improvements for and on behalf of the City of Rosemount. 4. The City Clerk is hereby authorized and directed to return forthwith to all bidders the deposits made with their bids, except that the deposit of all successful bidder and the next two lowest bidders shall be retained until a contract has been executed. ADOPTED this 7 th day of September, 2004. William H. Droste, Mayor ATTEST: Linda Jentink, City Clerk Motion by: Seconded by: Voted in favor: Voted against: A t ates, Inc. August 2, 2004 Honorable Mayor and City Council Members Attn: Cindy Dorniden City of Rosemount > 2875 145 Street West Rosemount, MN 55068 -4941 Re: Rosewood Village 2 nd Addition City of Rosemount Project No. 378 r WSB Project No. 1562 -00 Dear Honorable Mayor and City Council: Bids were received for the above- referenced project on Friday, July 30, 2004, and were opened and read aloud. A total often bids were received. The bids were checked for mathematical accuracy and tabulated. The Engineer's Estimate was $524,551.25. Please find enclosed the bid tabulation indicating the low bidder as Erickson Construction, Inc., Burnsville, Minnesota in the amount of $443,123.59. We recommend that the City Council consider these bids and award a contract to Erickson Construction, Inc., based on the results of the bids received. Sincerely, WSB & Associates, Inc. Aa Anthony Ader old, P.E. Project Engineer zz Enclosure cc: Don Erickson, Erickson Construction Js C: (Documents and SettingslcadU oca! SettingslTemporary Internet FUesI0LK7Dlrecmmdtn ltr.doc Minneapolis • St. Cloud • Equal Opportunity Employer PROJECT: Rosewood Village 2nd Addition City of Rosemount City of Rosemount Project No. 378 LOCATION: Rosemount, MN WSB PROJECT NO.: 1562 -00 Bids Opened: Friday, July 30, 2004 at 10:00 a.m. I hereby certify that this is a true and correct tabulation of the bids as received on July 30 2004 14- 44,-� Anthony Aderhold, P.8., Project Engineer Denotes corrected figure C :Wocuments and SettingslcadlLocal SetBagellrehp3rary Internet FilesIOLKM1562 -00 Bid Tabulation.xisSummary Contractor Addendums Rec'd. Bid Security Total Bid 1 Erickson Construction, Inc. N/A X �443123 2 Redstone Construction Company N/A X $462,618.39 3 Frontier Construction Company, Inc. N/A X46 4 Northdale Construction Company, Inc. N/A X $472,559.62 5 S. J. Louis Construction, Inc. N/A X $478,245.60 6 Barbarossa & Sons, Inc. N/A X $481,950.77 7 KTM Construction, LLC N/A X 1 14 O GO 9( 8 Northwest Asphalt, Inc. N/A X- DR, SEf,214 9 Three Rivers Construction N/A X $531,584.28 10 Carl Bolander & Sons, Company N/A X $567,702.20 Engineer's Opinion of Cost $524,551.25 I hereby certify that this is a true and correct tabulation of the bids as received on July 30 2004 14- 44,-� Anthony Aderhold, P.8., Project Engineer Denotes corrected figure C :Wocuments and SettingslcadlLocal SetBagellrehp3rary Internet FilesIOLKM1562 -00 Bid Tabulation.xisSummary Project Name: Rosewood Village 2nd Addition Project No.: 1562-00 Client: City of Rosemount, City Project No. 378 t hereby certify that this is an exact reproduction of bids received. Bid Opening: Friday, July 30, 2004; 10:00 a.m. Engineer: Anthony Aderhold, P.E., Project Engineer DENOTES CORRECTED FIGURE Bidder No.1 Bidder No. 2 Bidder No. 3 Engineer's Opinion of Cost Erickson Construction, Inc. Redstone Construction Co. Frontier Construction Co., Inc. Item Num Item Units Qty Unit Price Total Unit Price Total Unit Price Total Unit Price Total SCHEDULE A - SURFACE IMPROVEMENTS 1 2021.501 MOBILIZATION LUMP SUM 1 $9,700.00 $9,700.00 $1,000.00 $1,000.00 $7,474.63 $7,474.63 $27,509.74 $27,509.74 2 2104.501 REMOVE CURB AND GUTTER LIN FT 60 $4.50 $270.00 $5.00 $300.00 $4.00 $240.00 $5.32 $319.20 3 2104.505 REMOVE BITUMINOUS PAVEMENT SO YD 35 $5.00 $175.00 $4.00 $140.00 $5.00 $175.00 $5.32 $186.20 4 2104.509 REMOVE PERMANENT BARRICADE EACH 8 $125.00 $1,000.00 $0.01 $0.08 $50.00 $400.00 $53.27 $426.16 5 2104.513 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) LIN FT 105 $3.75 $393.7 $3.00 z 0' ;(id $3.00 $315.00 $3.72 $390.60 6 2105.507 SUBGRADE EXCAVATION CU YD 20 $12.50 $250.00 $0.01 ,° 4 "241 $3.00 $60.00 $5.33 $106.60 7 2105.522 SELECT GRANULAR BORROW (CV) CU YD 30 $7.00 $210.00 $0 01 „ ;P $0:3Q $8.00 $240.00 $12.30 $369.00 E9 2105.525 TOPSOIL BORROW (CV) CU YD 50 $12.50 $625.00 0.01 $0.50 $8.00 $400.00 $1 8.19 $909.50 2112.501 SUBGRADE PREPARATION ROAD STA 19.5 $160.00 $3,120.00 $165.00 $3,217.50 $165.00 $3,217.50 $175.77 $3,427.52 10 2211.501 AGGREGATE BASE CLASS 5 TON 2460 $12.25 $30.135.00 $10.75 $26,445.00 $10.75 $26,445.00 $11.45 $28,167.00 11 2350.501 TYPE LV 3 WEARING COURSE MIXTURE (C) TON 750 $36.50 $27,375.00 $33.60 $25,200.00 $33.60 "` $25,200.00 $35.79 $26,842.50 12 2350.502 TYPE LV 3 NON WEARING COURSE MIXTURE (C) TON 750 $35.501 $26,625.00 $32.60 $24,450.00 $32.601 $24,450.00 $34.72 $26,040.00 13 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GALLON 340 $2.00 $680.00 $2.50 $850.00 $2.50 $850.00 $2.66 $904.40 14 2451.602 GRANULAR FOUNDATION AND /OR BEDDING TON 20 $1.00 $20.00 $0.01 $0.20 $0.01 $0.20 $17.04 $340.80 15 2502.541 4" PERF PVC PIPE DRAIN LIN FT 100 $10.00 $1,000.00 $1.74 $174.00 $4.00 $400.00 $13.34 $1,334.00 16 2521.501 W CONCRETE WALK SO FT 9460 $3.50 $33,110.00 $3.50 $33,110.00 $3.15 $29,799.00 $3.041 $28,758.40 17 2521.604 2" BITUMINOUS PATH SO YD 745 $12.00 $8,940.00 $15.25 $11,361.25 $13.59 $10,124.55 $13.05 $9,722.25 18 2531.501 CONCRETE CURB & GUTTER DESIGN 8612 LIN FT 342 $9.50 $3,249.00 $8.35 $2,855.70 $13.37 $4.572.541 $8.59 $2,937.78 19 2531.501 CONCRETE CURB & GUTTER, DESIGN MODIFIED S LIN FT 4100 $9.50 $38,950.00 $8.35 $34,235.00 $8.02 $32,882.00 $8.59 $35,219.00 20 2545.523 4" NON - METALLIC CONDUIT LIN FT 180 $5.00 $900.00 $2.00 $360.00 $5.53 $995.40 $7.15 $1,287.00 21 2563.601 TRAFFIC CONTROL LUMP SUM 1 $2,000.00 $2,000.00 $0.01 " $0.01 $300.00 $300.00 $1,597.85 $1,597.85 22 2564.602 FURNISH & INSTALL SIGN PANEL TYPE D EACH 1 $275.00 $275.00 $275.00 $275.00 $300.00 $300.00 $282.28 $282.28 23 2573.501 BALE CHECK EACH 900 $3.00 $300.00 $2.00 $200.00 $8.50 $850.00 $11.72 $1,172.00 24 2573.502 SILT FENCE, TYPE HEAVY DUTY LIN FT 1200 $1.85 $2,220.00 $1.90 $2,280.00 $1.85 $2,220.00 $2.13 $2,556.00 25 2575.501 SEEDING ACRE 2.5 $1,050.00 $2,625.00 $985:00 $2,462.50 $975.00 $2,437.50 $1,225.03 $3,062.5 26 2575.505 SODDING TYPE LAWN So YD 4500 $3.50 $15,750.00 $2.00 $9,000.00 $1.95 $8,775.00 $2.23 $10,035.00 27 2575.523 EROSION CONTROL BLANKETS CATEGORY 3 SO YD 1250 $2.00 $2,500.00 $1.40 $1,750.00 $1.35 $1,687.50 $1.23 $1,537.50 OTAL SCHEDULE A- SURFACE IMPROVEMENTS I 11 1 $212,397.75 179,82,+, $184,810.82 $215,440.85 Page 2 @fAMcuments and SettingsicadlLocal SettingslTemporary Internet Fi1esIOLK7D11562 -00 Bid TabuladonxisBid Tab Item Num Item Units Qty Unit Price Total Unit Price Total Unit Price Total Unit Price Total SCHEDULE B - SANITARY SEWER IMPROVEMENTS EACH 4 $375.00 $1,500.00 $100.00 $400.00 $138.28 $553.12 $60.80 $243.20 28 2503.602 CONNECT TO EXISTING SANITARY SEWER EACH 4 $500.00 $2,000.00 $200.00 $800.00 $522.14 $2,088.56 $421.60 $1,686.40 29 2503.602 4" SADDLE CONNECTION TO 8" PVC EACH 1 $125.00 $125.00 $37.00 $37.00 $164.31 $164.31 $95.14 $95.14 30 2503.602 8 "X4' PVC WYE EACH 58 $60.00 $3,360.00 $37.60 $21 0 5 $186.40 $10,438.40 $53.86 $3,016:16 31 2503.603 SANITARY SEWER INSPECTION (TELEVISING) LIN FT 1978 $1.00 $1,978.00 $0.50 $989.00 $0.57 $1,127.46 $0.40 $791.20 32 2503.603 4" PVC PIPE SEWER - SDR 26 LIN FT 1880 $10.00 $18,800.00 $6.55 $12,314.00 $5.21 $9,794.80 $7.98 $15,002.40 33 2503.603 8" PVC PIPE SEWER - SDR 35 LIN FT 1978 $19.50 $38,571.00 $14.00 $27,692.00 $14.64 $28,957.92 $12.19 $24,111.82 34 2506.516 CASTING ASSEMBLY EACH 17 $575.00 $9,775.00 $215.00 $3,655.00 $467.65 $7.950.05 $208.74 $3,548.58 35 2506.603 CONST48" DIA SAN SEWER MANHOLE LIN FT 1 206.1 $150.00 $30,915.00 $165.001 $34,006.50 $127.60 $26,298.36 $117.03 $24,119.88 OTAL SCHEDULE B - SANITARY SEWER IMPROVEMENTS I 1 4" POLYSTYRENE INSULATION 1 $105,524.00 1 $81,599.10 $400.001 $86,819.86 = $72,371.58 SCHEDULE C - WATERMAIN IMPROVEMENTS 36 2104.523 SALVAGE GATE VALVE & BOX EACH 4 $375.00 $1,500.00 $100.00 $400.00 $138.28 $553.12 $60.80 $243.20 37 2504.602 HYDRANT EACH 4 $1,825.00 $7,300.00 $1,807.00 $7,228.00 $2,252.95 $9,011.80 $1,845.50 $7,382.00 38 2504.602 INSTALL GATE VALVE AND BOX EACH 4 $375.00 $1,500.00 $600.00 $2,400.00 $220.70 $882.80 $133.61 $534.44 39 2504.602 1" CORPORATION STOP EACH 57 $60.00 $3,420.00 $49.00 $2,793.00 $97.54 $5,559.78 $37.22 $2,121.54 40 2504.602 6" GATE VALVE AND BOX EACH 4 $650.00 $2,600.00 $542.00 $2,168.00 $622.74 $2,490.96 $535.21 $2,140.84 41 2504.602 8" GATE VALVE AND BOX EACH 3 $925.00 $2,775.00 $964.00 $2,892.00 $846.72 $2,540.16 $689.63 $2,068.89 42 43 44 2504.602 2504.602 2504.603 1" CURB STOP & BOX CONNECT TO EXISTING WATERMAIN (8 ") 1" TYPE K COPPER PIPE EACH EACH LIN FT 57 5 1600 $110.00 $500.00 $11.25 $6,270.00 $2,500.00 $18,000.00 $118.00 $150.00 $8.05 $6,726.00 $750.00 $12,880.00 $152.61 $414.82 $7.45 $8,698.77 $2,074.10 $11,920.00 $102.95 $243.23 $8.87 $5,868.15 $1;216t1�5 $14,192.00 45 2504.603 6" WATER MAIN -DUCT IRON CL 52 LIN FT 50 $19.00 $950.00 $16.55 $827.50 $17.33 $866.50 $21.31 $1,065.50 46 2504.603 8" WATER MAIN -DUCT IRON CL 52 LIN FT 2433 $22.00 $53,526.00 $18.75 $45,618.75 $21.26 $51,725.58 $19.08 $46,421.64 47 2504.604 4" POLYSTYRENE INSULATION SO YD 20 $20.00 $400.001 $22.00 $440.00 $24.43 $488.60 $18.36 $367.20 48 2504.608 DUCTILE IRON FITTINGS POUND OTAL SCHEDULE C - WATERMAIN IMPROVEMENTS 5300 $3.00 $15,900.00 $116,641.00 $1.75 �- $9,275.00 $94,398.251 $1.30 $6,890.00 $103,702.17 $1.991 - $10,547.00 S�tt 168 51 Page 3 dRMcuments and Settingslcadll.ocal SettingslTemporary Internet FllesIOLK701562 -00 Bid TabuladonxisBid Tab Bid Opening: Friday, July 30, 2004; 10:00 a.m. Engineer: Anthony Aderhold, P.E., Project Engineer ` DENOTES CORRECTED FIGURE Bidder No. 1 Bidder No. 2 Bidder No. 3 Engineer's Opinion of Cost Erickson Construction, Inc. Redstone Construction Co. Frontier Construction Co., Inc. Item I 61 2104.501 REMOVE CURB AND GUTTER Num Item $4.50 Units Ot Unit Price Total Unit Price Total Unit Price Total Unit Price Total SCHEDULE D -STORM SEWER IMPROVEMENTS 365 $7.50 $2,737.50 $8.00 $2,920.00 $8.00 $2,920.00 $12.52 $4,569.80 63 49 2503.541 15" RC PIPE SEWER DESIGN 3006 CLASS V LIN FT 443 $23.50 $10,410.50 $22.05 $9,768.15 $24.42 $10,818.06 $21.48 $9,515.64 50 2503.541 18" RC PIPE SEWER DESIGN 3006 CLASS III LIN FT 400 $25.50 $10,200.00 $24.00 $9,600.00 $23.17 $9,268.00 $23.23 $9,292.00 51 2503.541 30" RC PIPE SEWER DESIGN 3006 CLASS 111 LIN FT 52 $37.75 $1,963.00 $35.60 $1,851.20 $49.05 $2,550.60 $43.35 $2,254.20 52 2503.541 33" RC PIPE SEWER DESIGN 3006 CLASS 111 LIN FT 376 $45.50 $17,108.00 $46.65 $17,540.40 $52.60 $19,777.60 $49.84 $18,739.84 53 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48- LIN FT 12.9 $220.00 $2,838.00 $192.00 $2,476.80 $210.77 $2,718.93 $149.68 $1,930.87 $15,988.00 4020 $17,536.25 1 $15,813.00 $19, 840.86 54 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 60- LIN FT 42.8 $250.00 $10,700.00 $220.00 $9,416.00 $166.70 $7,134.76 $206.03 $8,818.08 4020 55 2506,501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 72- LIN FT 12.1 $360.00 $4,356.00 $312.00 $3,775.20 $270.90 $3,277.89 $276.39 $3,344.32 56 2506.502 CONSTRUCT DRAINAGE STRUCTURE DESIGN G EACH 1 $900.00 $900.00 $944.00 $944.00 $982.19 $982.19 $973.66 $973.66 57 2506.502 CONSTRUCT DRAINAGE STRUCTURE DESIGN EACH 9 $950.00 $8,550.00 $952.00 $8,568.00 $1,090.18 $9,811.62 $846.00 $7,614.00 SPECIAL 1 58 2506.516 CASTING ASSEMBLY EACH 9 $525.00 $4,725.00 $327.00 � G�; ` .94S-00 $353.14 $3,178.26 $326.74 $2,940.66 59 2506.522 ADJUST FRAME & RING CASTING EACH 1 $750.00 $750.00 $100.00 $100.00 $271.69 $271.69 $159.79 $159.79 60 2506.602 CONNECT INTO EXISTING DRAINAGE STRUCTURE EACH 3 $500.00 $1,500.00 $875.00 $2,625.00 $560.98 $1,682.94 $432.01 $1,296.03 OTAL SCHEDULE D - STORM SEWER IMPROVEMENTS $74,000. �� }69BQT TS r E71,472.54 �r $66,879.10 S CHEDULE E - BITUMINOUS PATH IMPROVEMENTS - ALONG GRIEF BROTHERS 61 2104.501 REMOVE CURB AND GUTTER LIN FT 84 $4.50 $378.00 $5.00 $420.00 $7.00 $588.00 $6.93 $582.12 62 2105.501 COMMON EXCAVATION CU YD 365 $7.50 $2,737.50 $8.00 $2,920.00 $8.00 $2,920.00 $12.52 $4,569.80 63 2521.604 2" BITUMINOUS PATH SQ YD 525 $12.50 $6,562.50 $15.25 $8,006.25 $13.60 $7,140.00 $13.58 $7,129.50 64 2531.602 PEDESTRIAN CURB RAMP EACH 7 $400.00 $2,800.00 $550.00 $3,050.00 $425.00 $2,975.00 $585.88 $4,101.16 65 2563.601 TRAFFIC CONTROL LUMP SUM 1 $1,000.00 $1,000.00 $400.00 $400.00 $300.00 $300.00 $1,278.28 $1,278.28 66 2573.502 SILT FENCE, TYPE HEAVY DUTY LIN FT 600 $1.85 $1,110.00 $1.90 $1,140.00 $1.85 $1,110.00 $2.14 $1,284.00 67 2575.505 SODDING, TYPE LAWN (INCL. TOPSOIL & FERT.) I SQ YD 400 $3.50 $1,400.00 $2.00 $800.00 $1.95 $780.00 $2.24 $896.00 TOTAL SCHEDULE E - BITUMINOUS PATH IMPROVEMENTS -ALONG GRIEF BROTHERS $15,988.00 $17,536.25 1 $15,813.00 $19, 840.86 Page 4 t1fU315cuments and SetUngslcadlLocal SettingslTemporary Internet FilesIOLK7011862 -M Bid Tabuladon.xlsBid Tab Item Num I Item Units Oty Unit Price Total Unit Price Total Unit Price Total Unit Price Total TOTAL SCHEDULE A - SURFACE IMPROVEMENTS $212,397.75 y r9T962 $184,810.82 $215,440.85 TOTAL SCHEDULE B - SANITARY SEWER IMPROVEMENTS $105,524.00 $81,599.10 $86,819.86 $72,371.58 TOTAL SCHEDULE C - WATERMAIN IMPROVEMENTS $116,641.00 $94,398.25 $103,702.17 TOTAL SCHEDULE D - STORM SEWER IMPROVEMENTS $74,000.50 h $6 ,SD7,7 $71,472.54 $66,879.10 TOTAL SCHEDULE E - BITUMINOUS PATH IMPROVEMENTS -ALONG GRIEF BROTHERS $15,988.00 $17,536.25 $15,813.00 $19,840.86 RAND TOTAL BID $524,551.25 A $448 S9 462 $,818.39 ;;68,{40 Page 5 ttf%Mcuments and Settingslcad1ocal SetNngslTemporary Internet Files1OLK7D11562.00 Bid Tabuladon xlsBid Tab ,A, rrSB Project Name: Rosewood Village 2nd Addition Project No.: 1562-00 Client: City of Rosemount, City Project No. 378 1 hereby certify that this is an exact reproduction of bids received. Bid Opening: Friday, July 30, 2004; 10:00 a.m. Engineer: Anthony Aderhold, P.E., Project Engineer 1,} DENOTES CORRECTED FIGURE Bidder No. 4 Bidder No. 5 Bidder No. 6 Engineer's Opinion of Cost Northdale Construction Co. Inc. S. J. Louis Construction. Inc. Barbarossa & Sons. Inc. Rem Nom Rem Units Qty Unit Price Total Unit Price Total Unit Price Total Unit Price Total S CHEDULE A - SURFACE IMPROVEMENTS 1 2021.501 MOBILIZATION LUMP SUM 1 $9,700.00 $9,700.00 $7,900.00 $7,900.00 $10,000.00 $10,000.00 $5,000.00 $5,000.00 2 2104.501 REMOVE CURB AND GUTTER LIN FT 60 $4.50 $270.00 $2.50 $150.00 $3.00 $180.00 $7.00 $420.00 3 2104.505 REMOVE BITUMINOUS PAVEMENT SO YD 35 $5.00 $175.00 $5.00 $175.00 $1.50 $52.50 $4.00 $140.00 4 2104.509 REMOVE PERMANENT BARRICADE EACH 8 $125.00 $1,000.00 $50.00 $400.00 $60.00 $480.00 $55.00 $440.00 5 2104.513 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) LIN FT 105 $3.75 $393.75 $4.50 $472.50 $3.00 $315.00 $3.00 $315.00 6 2105.507 SUBGRADE EXCAVATION CU YD 20 $12.50 $250.00 $0.01 $0.20 $2.00 $40.00 $5.00 $100.00 7 2105.522 SELECT GRANULAR BORROW (CV) CU YD 30 $7.00 $210.001 $0.01 $0.30 $7.00 $210.00 $5.00 $150.00 8 2105.525 TOPSOIL BORROW (CV) CU YD 50 $12.50 $625.00 $12.50 $626.00 $14.00 $700.00 $10.00 $500.00 9 2112.501 SUBGRADE PREPARATION ROAD STA 19.5 $160.00 $3,120.00 $1$5.00 $2,632.50 $170.00 $3,315.00 $165.00 $3,217.50 10 2211.501 AGGREGATE BASE CLASS 5 TON 2460 $12.25 $30,135.00 $10.83 $26,641.80 $11.00 $27,060.00 $10.75 $26,445.00 11 2350.501 TYPE LV 3 WEARING COURSE MIXTURE (C) TON 750 $36.50 $27,375.00 $35.28 $26,460.00 $35.00 $26,250.00 $33.601 $25,200.00 12 2350.502 TYPE LV 3 NON WEARING COURSE MIXTURE (C) TON 750 $35.50 $26,625.00 $34.231 $25,672.50 $34.00 $25,500.00 $32.60 $24,450.00 13 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GALLON 340 $2.00 $680.00 $2.63 $894.20 $2.63 $694.20 $2.50 $850.00 14 2451.602 GRANULAR FOUNDATION AND /OR BEDDING TON 20 $1.00 $20.00 $0.01 $0.20 $0:01 $0.20 $20.00 $400.00 15 2502.541 4" PERF PVC PIPE DRAIN LIN FT 100 $10.00 $1,000.00 $11.50 $1,150.00 $4.25 $425.00 $5.00 $500.00 16 2521.501 6" CONCRETE WALK SO FT 9460 $3.50 $33,110.00 $3.38 $31,974.80 $3.481 $32,920.80 $2.85 $26,961.00 17 2521.604 2" BITUMINOUS PATH SO YD 745 $12.00 $8,940.00 $12.86 $9,580.70 $15.00 $11,175.00 $12.25 $9,126.25 18 2531.501 CONCRETE CURB & GUTTER DESIGN 8612 LIN FT 342 $9.50 $3,249.00 $8.46 $2,893.32 $9.00 $3,078.00 $8.06 $2,756.52 19 2531.501 CONCRETE CURB & GUTTER, DESIGN MODIFIED S LIN FT 4100 $9.50 $38,950.00 $8.46 $34,686.00 $9.00 $36,900.00 $8.06 $33,046.00 20 2545.523 4" NON - METALLIC CONDUIT LIN FT 180 $5.00 $900.00 $6.75 $1,035.00 $6.50 $1,170.00 $5.00 $900.00 21 2563.601 TRAFFIC CONTROL LUMP SUM 1 $2,000.00 $2,000.00 $1,250.00 $1,250.00 $500.00 $500.00 $2,100.00 $2,100.00 22 2564.602 FURNISH & INSTALL SIGN PANEL TYPE D EACH 1 $275.00 $275.001 $295.00 $295.00 $260.00 $260.00 $245.00 $245.00 23 2573.501 BALE CHECK EACH 100 $3.00 $300.00 $8.00 $800.00 $11.00 $1,100.00 $10.00 $1,000.00 24 2573.502 SILT FENCE, TYPE HEAVY DUTY LIN FT 1200 $1.85 $2,220.00 $2.25 $2,700.00 $2.10 $2,520.00 $2.001 $2,400.00 25 2575.501 SEEDING ACRE 2.5 $1,050.00 $2,625.00 $1,023.75 $2,559.38 $1,200.00 $3,000.00 $1,150.00 $2,875.00 26 2575.505 SODDING TYPE LAWN SO YD 4500 $3.50 $15,750.00 $2.31 $10,395.00 $2.25 $10,125.00 $2.10 $9,450.00 27 2575.523 EROSION CONTROL BLANKETS CATEGORY 3 SO YD 1250 $2.00 $2,500.00 $1.42 $1,775.00 $1.20 $1,500.001 $1.15 $1,437.50 OTAL SCHEDULE A- SURFACE IMPROVEMENTS $212,397.75 $193,118.40 �- $199,670.70 1 - $180,424.77 Page 6 BNAiScuments and SettingsicadlLoca/ SettingstTemporary Internet Files10LK7011562.00 Bid Tabulation x/sBid Tab Item Num Item Units Qtv Unit Price Total Unit Price Total Unit Price Total Unit Price Total SCHEDULE B - SANITARY SEWER IMPROVEMENTS 4 $375.00 $1,500.00 $100.00 $400.00 $150.00 $600.00 $125.00 $500.00 37 28 2503.602 CONNECT TO EXISTING SANITARY SEWER EACH 4 $500.00 $2,000.00 $850.00 $3,400.00 $700.00 $2,800.00 $1,200.00 $4,800.00 29 2503.602 4" SADDLE CONNECTION TO 8" PVC EACH 1 $125.00 $125.00 $282.54 $282.54 $500.00 $500.00 $151.00 $151.00 30 2503.602 8"X4" PVC WYE EACH 56 $60.00 $3,360.00 $69.63 $3,899.28 $100.00 $5,600.00 $52.00 $2,912.00 31 2503.603 SANITARY SEWER INSPECTION (TELEVISING) LIN FT 1978 $1.00 $1,978.00 $0.68 $1,345.04 $1.55 $3,065.90 $1.00 $1,978.00 32 2503.603 4" PVC PIPE SEWER - SDR 26 LIN FT 1880 $10.00 $18,800.00 $7.89 $14,833.20 $8.00 $15,040.00 $10.00 $18,800.00 33 2503.603 8" PVC PIPE SEWER - SDR 35 LIN FT 1978 $19.50 $38,571.00 $15.95 $31,549.10 $18.00 $35,604.00 $25.00 $49,450.00 34 2506.516 CASTING ASSEMBLY EACH 17 $575.00 $9,775.00 $325.22 $5,528,74 $410.00 $6,970.00 $265.00 $4,505.00 35 2506.603 CONST 48" DIA SAN SEWER MANHOLE LIN FT 1 206.1 $150.001 $30,915.00 $129.50 $26,689.951 $110.00 $22.671.001 $132.00 $27,205.20 OTAL SCHEDULE B - SANITARY SEWER IMPROVEMENTS 6" WATER MAIN -DUCT IRON CL 52 LIN FT $105,524.00 $19.00 1 $87,527.85 $18.43 1 $92,250.90 1 1 $109,801.20 SCHEDULE C - WATERMAIN IMPROVEMENTS 36 2104.523 SALVAGE GATE VALVE & BOX EACH 4 $375.00 $1,500.00 $100.00 $400.00 $150.00 $600.00 $125.00 $500.00 37 2504.602 HYDRANT EACH 4 $1,825.00 $7,300.00 $1,836.97 $7,347.88 $2,000.00 $8,000.00 $2,100.00 $8,400.00 38 2504.602 INSTALL GATE VALVE AND BOX EACH 4 $375.00 $1,500.00 $170.01 $680.04 $130.00 $520.00 $191.00 $764.00 39 2504.602 1" CORPORATION STOP EACH 57 $60.00 $3,420.00 $48.49 $2,763.93 $65.00 $3,705.00 $30.00 $1,710.00 40 2504.602 6" GATE VALVE AND BOX EACH 4 $650.00 $2,600.00 $566.97 $2,267.88 $675.00 $2,700.00 $562.00 $2,248.00 41 2504.602 8" GATE VALVE AND BOX EACH 3 $925.00 $2,775.00 $758.14 $2,274.42 $850.00 $2,550.00 $743.00 $2,229.00 42 2504.602 1" CURB STOP & BOX EACH 57 $110.00 $6,270.00 $122.42 $6,977.94 $115.00 $6,555.00 $85.00 $4,845.00 43 2504.602 CONNECT TO EXISTING WATERMAIN (8 ") EACH 5 $500.00 $2,500.00 $750.00 $3,750.00 $500.00 $2,500.00 $1,100.00 $5,500.00 44 2504.603 1" TYPE K COPPER PIPE LIN FT 1600 $11.251 $18,000.00 $9.05 $14,480.00 $8.00 $12,800.00 $11.00 $17,600.00 45 2504.603 6" WATER MAIN -DUCT IRON CL 52 LIN FT 50 $19.00 $950.00 $18.43 $921.50 $21.00 $1,050.00 $18.00 $900.00 46 2504.603 8" WATER MAIN -DUCT IRON CL 52 LIN FT 2433 $22.00 $53,526.00 $19.30 $46,956.90 $18.00 $43,794.00 $19.00 $46,227.00 47 2504.604 4" POLYSTYRENE INSULATION SQ YD 20 $20.00 $400.00 $21.03 $420.60 $20.00 $400.00 $23.00 $460.00 48 2504.608 DUCTILE IRON FITTINGS POUND 5300 $3.00 $15,900.00 $1.73 $9,169.00 $1.60 $8,480.0011 $1.70 $9,010.00 OTAL SCHEDULE C - WATERMAIN IMPROVEMENTS $116,641.00 $98,410.09 $93,654.00 $100,393.00 Page 78tILiiScuments and SettingslcadlLocal SettingslTemporary Internet FIesIOLK7D11562 -00 Bid TabuladonxlsBid Tab DENOTES CORRECTED FIGURE Bidder No.4 Bidder No. 5 Bidder No. 6 Engineer's Opinion of Cost Northdale Construction Co. Inc. S. J. Louis Construction, Inc. Barbarossa & Sons. Inc. hem Num hem Units oty Unit Price Total Unit Price Total Unit Price Total Unit Price Total SCHEDULED - STORM SEWER IMPROVEMENTS 84 $4.50 $378.00 $5.75 $483.00 $11.00 $924.00 $6.50 $546.00 62 49 2503.541 15" RC PIPE SEWER DESIGN 3006 CLASS V LIN FT 443 $23.50 $10,410.50 $24.10 $10,676.30 $22.00 $9,746.00 $23.00 $10,189.00 50 2503.541 18" RC PIPE SEWER DESIGN 3006 CLASS III LIN FT 400 $25.50 $10,200.00 $25.29 $10,116.00 $21.00 $8,400.00 $25.00 $10,000.00 51 2503.541 30" RC PIPE SEWER DESIGN 3006 CLASS III LIN FT 52 $37.75 $1,963.00 $44.40 $2,308.80 $47.00 $2,444.00 $43.00 $2,236.00 52 2503.541 33" RC PIPE SEWER DESIGN 3006 CLASS III LIN FT 376 $45.50 $17,108.00 $52.10 $19,589.60 $49.00 $18,424.00 $44,00 $16,544.00 53 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48- 4020 LIN FT 12.9 $220.00 $2,838.00 $163.00 $2,102.70 $200.00 $2,580.00 $195.00 $2,515.50 54 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 60- 4020 LIN FT 42.8 $250.00 $10,700.00 $199.50 $8,538.60 $220.00 $9,416.00 $257.00 $10,999.60 55 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 72- 4020 LIN FT 12.1 $360.00 $4,356.00 $273.00 $3,303.30 $260.00 $3,146.00 $307.00 $3,714.70 56 2506.502 CONSTRUCT DRAINAGE STRUCTURE DESIGN G EACH 1 $900.00 $900.00 $875.00 $875.00 $1,200.00 $1,200.00 $1,100.00 $1,100.00 57 2506.502 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 1 EACH 9 $950.00 $8,550.00 $1,073.00 $9,657.00 $1,100.00 $9,900.00 $1,100.00 $9,900.00 58 2506.516 CASTING ASSEMBLY EACH 9 $525.00 $4,725.00 $431.72 $3,685.48 $360.00 $3,240.00 $366.00 $3,312.00 59 2506.522 ADJUST FRAME & RING CASTING EACH 1 $750.00 $750.00 $175.00 $175.00 $150.00 $150.00 $150.00 $150.00 60 2506.602 CONNECT INTO EXISTING DRAINAGE STRUCTURE EACH 3 $500.00 $1,500.00 $750.00 $2,250.00 $700.00 $2,100.00 $705.00 $2,115.00 T OTAL SCHEDULE D • STORM SEWER IMPROVEMENTS $74,000,50 1 $73, 477.78 C - - � $70,746.001 1 $72,775.80 SCHEDULE E - BITUMINOUS PATH IMPROVEMENTS -ALONG GRIEF BROTHERS 61 2104.501 REMOVE CURB AND GUTTER LIN FT 84 $4.50 $378.00 $5.75 $483.00 $11.00 $924.00 $6.50 $546.00 62 2105.501 COMMON EXCAVATION CU YD 365 $7.50 $2,737.50 $9.25 $3,376.25 $12.00 $4,380.00 $11.75 $4,288.75 63 2521.604 2" BITUMINOUS PATH SQ YD 525 $12.50 $6,562.50 $16.49 $8,657.25 $16.00 $8,400.00 $12.25 $6,431.25 64 2531.602 PEDESTRIAN CURB RAMP EACH 7 $400.00 $2,800.00 $600.00 $4,200.00 $580.00 $4,060.00 $550.00 $3,850.00 65 2563.601 TRAFFIC CONTROL LUMP SUM 1 $1,000.00 $1,000.00 $975.00 $975.00 $1,500.00 $1,500.00 $1,400.00 $1,400.00 66 2573.502 SILT FENCE, TYPE HEAVY DUTY LIN FT 600 $1.85 $1,110.00 $2.35 $1,410.00 $2.10 $1,260.00 $2.00 $1,200.00 67 2575.505 SODDING, TYPE LAWN (INCL. TOPSOIL & FERT.) SCI YD 400 $3.50 $1,400.00 $2.31 $924.00 $3.500 $1,400.00 $2.100 $840.00 AL OT SCHEDULE E - BITUMINOUS PATH IMPROVEMENTS •ALONG GRIEF BROTHERS $15,988.00 11 1 $20,025.50 [ I $21,924.001 $18,556.0 0 Page 8 ttfMcuments and SettingslcadlLocal SettingslTemporary Internet FilesIOLK7D11562 -00 Bid Tabulation xisBid Tab Item Num Item Units Oty Unit Price Total Unit Price Total Unit Price Total Unit Price Total TOTAL SCHEDULE A - SURFACE IMPROVEMENTS $212,397.75 $193,118.40 $199,670.70 $180,424.77 TOTAL SCHEDULE B - SANITARY SEWER IMPROVEMENTS $105,524.00 $87,527.85 $92,250.90 $109,801.20 TOTAL SCHEDULE C - WATERMAIN IMPROVEMENTS $116,641.00 $98,410.09 $93,654.00 $100,393.00 TOTAL SCHEDULE D -STORM SEWER IMPROVEMENTS $74,000.50 $73,477.78 $70,746.00 $72,775.80 TOTAL SCHEDULE E - BITUMINOUS PATH IMPROVEMENTS -ALONG GRIEF BROTHERS $15,988.00 $20,025.50 $21,924.00 $18,556.00 I GRAND TOTAL BID $524,551.25 $472,559.62 F $478,245.60 $481,950.77 Page 9 BtlQficuments and SettingslcadlLocal SettingsiTemporary Internet Rles1OLK701562 -00 Bid Tabulation xisBid Tab Rem Num Rem Units Qty Unit Price .Total Unit Price Total Unit Price Total Unit Price Total S CHEDULE A " SURFACE IMPROVEMENTS 1 2021.501 MOBILIZATION LUMP SUM 1 $9,700.00 $9,700.00 $2,500.00 $2,500.00 $15,000.00 $15,000.00 $6,022.50 $6,022.50 2 2104.501 REMOVE CURB AND GUTTER LIN FT 60 $4.50 $270.00 $3.00 $180.00 $3.00 $180.00 $5.00 $300.00 3 2104.505 REMOVE BITUMINOUS PAVEMENT SO YD 35 $5.00 $175.00 $3.00 $105.00 $3.00 $105.00 $5.00 $175.00 4 2104.509 REMOVE PERMANENT BARRICADE EACH 8 $125.00 $1,000.00 $100.00 $800.00 $60.00 $480.00 $257.50 $2,060.00 5 2104.513 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) LIN FT 105 $3.75 $393.75 $4.00 $420.00 $3.00 $315.00 $3.10. $325.50 6 2105.507 SUBGRADE EXCAVATION CU YD 20 $12.50 $250.00 $2.00 $40.00 $10.00 $200.00 $7.50 $150.00 7 2105.522 SELECT GRANULAR BORROW (CV) CU YD 30 $7.001 $210.00 $5.00 $150.00 $15.00 $450.00 $15.00 $450.00 8 2105.525 TOPSOIL BORROW (CV) CU YD 50 $12.50 $625.00 $15.00 $750.00 $20.00 $1,000.00 $13.00 $650.00 9 2112.501 SUBGRADE PREPARATION ROAD STA 19.5 $160.00 $3,120.00 $175.00 $3,412.50 $150.00 $2,925.00 $1,500.00 $29,250.00 10 2211.501 AGGREGATE BASE CLASS 5 TON 2460 $12.25 $30,135.00 $15.00 $36,900.00 $11.50 $28,290.00 $11.10 $27,306.00 11 2350.501 TYPE LV 3 WEARING COURSE MIXTURE (C) TON 750 $36.50 $27,375.00 $37.00 $27,750.00 $34.55 $25,912.50 $35.00 $26,250.00 12 2350.502 TYPE LV 3 NON WEARING COURSE MIXTURE (C) TON 750 $35.50 $26,625.00 $36.00 $7000.OU $34.55 $25,912.50 $33.601 $25,200.00 13 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GALLON 340 $2.00 $680.00 $2.75 $935.00 $1.50 $510.00 $2.60 $884.00 14 2451.602 GRANULAR FOUNDATION AND/OR BEDDING TON 20 $1.00 $20.00 $5.00 $100.00 $0.01 $0.20 $18.50 $370.00 15 2502.541 4" PERF PVC PIPE DRAIN LIN FT 100 $10.00 $1,000.00 $6.50 $650.00 $13.00 $1,300.00 $15.15 $1,515.00 16 2521.501 6" CONCRETE WALK SO FT 9460 $3.50 $33,110.00 $4.00 $37,840.00 $4.00 $37,840.00 $0.65 $6,149.00 17 2521.604 2" BITUMINOUS PATH SO YD 745 $12.00 $8,940.00 $13.00 $9,685.00 $18.90 $14,080.50 $12.00 $8,940.00 18 2531.501 CONCRETE CURB & GUTTER DESIGN B612 LIN FT 342 $9.50 $3,249.00 $10.00 $3,420.00 $15.00 $5,130.00 $9.00 $3,078.00 19 2531.501 CONCRETE CURB & GUTTER, DESIGN MODIFIED S LIN FT 4100 $9.50 $38,950.00 $11.00 $45,100.00 $8.75 $35,875.00 $8.25 $33,825.00 20 2545.523 4" NON - METALLIC CONDUIT LIN FT 180 $5.00 $900.00 $7.00 $1,260.00 $4.00 $720.00 $7.20 $1,296.00 21 2563.601 TRAFFIC CONTROL LUMPSUM 1 $2,000.00 $2,000.00 $15,000.00 $15,000.00 $500.00 $500.00 $1,545.00 $1,545.00 22 2564.602 FURNISH & INSTALL SIGN PANEL TYPE D EACH 1 $275.00 $275.00 $400.00 $400.00 $250.00 $250.00 $360.50 $360.50 23 2573.501 BALE CHECK EACH 100 $3.00 $300.00 $4.00 $400.00 $10.00 $1,000.00 $10.30 $1,030.00 24 2573.502 SILT FENCE, TYPE HEAVY DUTY LIN FT 1200 $1.85 $2,220.00 $3.00 $3,600.00 $2.50 $3,000.00 $1.90 $2,280.00 25 2575.501 SEEDING ACRE 2.5 $1,050.00 $2,625.00 $1,500.00 $3,750.00 $1,400.00 $3,500.00 $1,390.50 $3,476.25 26 2575.505 SODDING TYPE LAWN SO YD 4500 $3.50 $15,750.00 $2.50 $11,250.00 $2.60 $11,700.00 $3.50 $15,750.00 27 2575.523 EROSION CONTROL BLANKETS CATEGORY 3 SQ YD 1250 OTAL SCHEDULE A - SURFACE IMPROVEMENTS $2.00 $2,500.00 S212,397.75 $2.40 $3,000.00 �� j2 3 $2.251 $2,812.50 r , ` ,�$$ZQ $1.25 $1,562.50 $200,200.25 Page 10Q05cuments and Settingslcadllocal Settings%Temporary Internet Files1OLK7D11562 -00 Bid Tabulation xlsBid Tab 0 y' DENOTES CORRECTED FIGURE Bidder No. 7 Bidder No. 8 Bidder No. 9 Engineer's Opinion of Cost KTM Construction. LLC Northwest Asohalt. Inc. Three Rivers CnosrrueBnn Item Num I Item Units Qty Unit Price Total Unit Price Total Unit Price Total Unit Price Total SCHEDULE B - SANITARY SEWER IMPROVEMENTS 4 $375.00 $1,500.00 $100.00 $400.00 $75.00 $300.00 $300.00 $1,200.00 37 28 2503.602 CONNECT TO EXISTING SANITARY SEWER EACH 4 $500.00 $2,000.00 $500.00 $2,000.00 $500.00 $2,000.00 $700.00 $2,800.00 29 2503.602 4" SADDLE CONNECTION TO 8" PVC EACH 1 $125.00 $125.00 $125.00 $125.00 $600.00 $600.00 $136.00 $136.00 30 2503.602 8 "X4" PVC WYE EACH 56 $60.00 $3,360.00 $52.00 $2,912.00 $35.00 $1,960.00 $41.00 $2,296.00 31 2503.603 SANITARY SEWER INSPECTION (TELEVISING) LIN FT 1978 $1.00 $1,978.00 $1.20 $2,373.60 $1.00 $1,978.00 $1.50 $2,967.00 32 2503.603 4" PVC PIPE SEWER - SDR 26 LIN FT 1880 $10.00 $18,800.00 $6.90 $12,972.00 $8.00 $15,040.00 $14.00 $26,320.00 33 2503.603 8" PVC PIPE SEWER -SDR 35 LIN FT 1978 $19.50 $38,571.00 $16.50 $32,637.00 $19.50 $38,571.00 $16.00 $31,648.00 34 2506.516 CASTING ASSEMBLY EACH 17 $575.00 $9,775.00 $225.00 $3,825.001 $250.00 $4,250.00 $456.00 $7,752.00 35 2506.603 CONST 48" DIA SAN SEWER MANHOLE LIN FT 206.1 $150.00 $30,915.00 $159.00 $32,769.90 $124.00 X 640 :. $213.00 $43,899.30 OTAL SCHEDULE B • SANITARY SEWER IMPROVEMENTS 6" WATER MAIN -DUCT IRON CL 52 LIN FT §105,524.00 $19.00 §89,614.50 $18.65 $932.50 $22.00 $117,818.30 SCHEDULE C - WATERMAIN IMPROVEMENTS 36 2104.523 SALVAGE GATE VALVE & BOX EACH 4 $375.00 $1,500.00 $100.00 $400.00 $75.00 $300.00 $300.00 $1,200.00 37 2504.602 HYDRANT EACH 4 $1,825.00 $7,300.00 $1,700.00 $6,800.00 $1,735.00 $6,940.00 $1,950.00 $7,800.00 38 2504.602 INSTALL GATE VALVE AND BOX EACH 4 $375.00 $1,500.00 $175.00 $700.00 $100.00 $400.00 $222.00 $888.00 39 2504.602 1 "CORPORATION STOP EACH 57 $60.00 $3,420.00 $105.00 $5,985.00 $60.00 $3,420.00 $35.00 $1,995.00 40 2504.602 6" GATE VALVE AND BOX EACH 4 $650.00 $2,600.00 $645.00 $2,580.00 $510.00 $2,040.00 $553.00 $2,212.00 41 2504.602 8" GATE VALVE AND BOX EACH 3 $925.00 $2,775.00 $801.00 $2,403.00 $700.00 $2,100.00 $777.00 $2,331.00 42 2504.602 1" CURB STOP & BOX EACH 57 $110.00 $6,270.00 $130.00 $7,410.00 $115.00 $6,555.00 $79.50 $4,531.50 43 2504.602 CONNECT TO EXISTING WATERMAIN (8 ") EACH 5 $500.00 $2,500.00 $500.00 $2,500.00 $500.00 $2,500.00 $659.60 $3,298.00 44 2504.603 1" TYPE K COPPER PIPE LIN FT 1600 $11.25 $18,000.00 1 $8.10 $12,960.00 $9.25 $14,800.00 $12.25 $19,600.00 45 2504.603 6" WATER MAIN -DUCT IRON CL 52 LIN FT 50 $19.00 $950.00 $18.65 $932.50 $22.00 $1,100.00 $24.00 $1,200.00 46 2504.603 8" WATER MAIN -DUCT IRON CL 52 LIN FT 2433 $22.00 $53,526.00 $21.55 $52,431.15 $20.25 $49,268.25 $22.35 $54,377.55 47 2504.604 4" POLYSTYRENE INSULATION SO YD 20 $20.00 $400.00 $18.00 $360.00 $23.00 $460.00 $16.45 $329.00 48 2504.608 DUCTILE IRON FITTINGS POUND 5300 $3.00 $15,900.00 $1.89 $10,017.00 $2.00 $1200.00 $2.35 $12,455.00 OTAL SCHEDULE C - WATERMAIN IMPROVEMENTS $116,641.00 $105,478.651 1 $100,483.25 �- $112,217.05 Page 11(b=cuments and Settings1cad1ocal SetfingslTemporary Internet FIIes1OLK7DN562 -00 Bid TabulationxlsBid Tab Item I 61 2104.501 REMOVE CURB AND GUTTER NUM Item $4.50 Units Qty Unit Price Total Unit Price Total Unit Price Total Unit Price Total S CHEDULE D - STORM SEWER IMPROVEMENTS 365 $7.50 $2,737.50 $2.25 $821.25 $13.80 $5,037.00 $7.50 $2,737.50 63 49 2503.541 15" RC PIPE SEWER DESIGN 3006 CLASS V LIN FT 443 $23.50 $10,410.50 $15.00 $6,645.00 $25.50 $11,296.50 $26.00 $11,518.00 50 2503.541 18" RC PIPE SEWER DESIGN 3006 CLASS III LIN FT 400 $25.50 $10,200.00 $20.00 $8,000.00 $25.80 $10,320.00 $28.00 $11,200.00 51 2503.541 30" RC PIPE SEWER DESIGN 3006 CLASS 111 LIN FT 52 $37.75 $1,963.00 $33.00 $1,716.00 $43.25 $2,249.00 $45.00 $2,340.00 52 2503.541 33" RC PIPE SEWER DESIGN 3006 CLASS III LIN FT 376 $45.50 $17,108.00 $40.00 $15,040.00 $52.35 $19,683.60 $52.00 $19,552.00 53 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48- LIN FT 12.9 $220.00 $2,838.00 $200.00 $2,580.00 $175.50 $2 263 tT $323.20 $4,169.28 $15,988.00 4020 $15,158.25 [ $26,042.50 1 $16,429.170 54 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 60- LIN FT 42.8 $250.00 $10,700.00 $225.00 $9,630.00 $219.00 t 9 37 # $274.00 $11,727.20 4020 55 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 72- 4020 LIN FT 12.1 $360.00 $4,356.00 $250.00 $3,025.00 0 00 $3fi3Q10 $362.00 $4,380.20 56 2506.502 CONSTRUCT DRAINAGE STRUCTURE DESIGN G EACH 1 $900.00 $900.00 $2,000.00 $2,000.00 5.00 $675.00 $1,331.00 $1,331.00 57 2506.502 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 1 EACH 9 $950.00 $8,550.00 $500.00 $4,500.00 0.00 $6,390.00 $1,212.00 $10,908.00 58 2506.516 CASTING ASSEMBLY EACH 9 $525.00 $4,725.00 $300.00 $2,700.00 $3,060.00 $549.00 $4,941.00 59 2506.522 ADJUST FRAME 8 RING CASTING EACH 1 $750.00 $750.00 $100.00 $100.00 $300001 $300.00 $342.00 $342.00 60 2506.602 CONNECT INTO EXISTING DRAINAGE STRUCTURE EACH 3 j $500.00 $1,500.00 $500.00 $1,500.00 $500.00 $1,500.00 $837.00 $2,511.00 OTAL SCHEDULE D -STORM SEWER IMPROVEMENTS $74,000.50 $57,456.00 $70741,35, �- $84,919.68 S CHEDULE E - BITUMINOUS PATH IMPROVEMENTS -ALONG GRIEF BROTHERS 61 2104.501 REMOVE CURB AND GUTTER LIN FT 84 $4.50 $378.00 $3.00 $252.00 $4.50 $378.00 $5.00 $420.00 62 2105.501 COMMON EXCAVATION CU YD 365 $7.50 $2,737.50 $2.25 $821.25 $13.80 $5,037.00 $7.50 $2,737.50 63 2521.604 2" BITUMINOUS PATH SQ YD 525 $12.50 $6,562.50 $13.00 $6,825.00 $18.90 $9,922.60 $12.00 $6,300.00 64 2531.602 PEDESTRIAN CURB RAMP EACH 7 $400.00 $2,800.00 $600.00 $4,200.00 $975.00 $6,825.00 $412.00 $2,884.00 65 2563.601 TRAFFIC CONTROL LUMP SUM 1 $1,000.00 $1,000.00 $300.00 $300.00 $500.00 $500,00 $1,287.50 $1,287.50 66 2573.502 SILT FENCE, TYPE HEAVY DUTY LIN FT 600 $1.85 $1,110.00 $3.00 $1,800.00 $2.50 $1,500.00 $2.00 $1,200.00 67 2575.505 SODDING, TYPE LAWN (INCL. TOPSOIL 8 FERT.) I BO YD 1 400 $3.50 $1,400.00 $2.40 $960.00 $4.70 $1,880.00 $4.00 $1,600.00 OTAL SCHEDULE E - BITUMINOUS PATH IMPROVEMENTS -ALONG GRIEF BROTHERS $15,988.00 $15,158.25 [ $26,042.50 1 $16,429.170 Page 126r(OQcuments and SetdngslcadV-ocal SettingslTemporary Internet Files10LK7011562 -W Bid TabulationxlsBid Tab Item Num Rem Units Oty Unit Price Total Unit Price Total Unit Price To tal Unit Price Total TOTAL SCHEDULE A •SURFACE IMPROVEMENTS $212,397.75 $238,397;51) $2183988. $200,200.25 r`m TOTAL SCHEDULE B - SANITARY SEWER IMPROVEMENTS $105,524.00 $89,614.50 y 89 95549 $117,818.30 TOTAL SCHEDULE C - WATERMAIN IMPROVEMENTS $116,641.00 $105,478.65 $100,483.25 $112,217.05 � TOTAL SCHEDULE D - STORM SEWER IMPROVEMENTS $74,000.50 $57,436.00 ;�$TQ,741 $84,919.68 � TOTAL SCHEDULE E - BITUMINOUS PATH IMPROVEMENTS - ALONG GRIEF BROTHERS $15,988.00 $15,158.25 $26,042.50 $16,429.00 GRAND TOTAL BID $524,551.25 ;514 X84 9Q� 5508210 5f1 $531,584.28 Page 13(b Odcuments and SettingslcadlLocal SettingslTemporary Internet Rles1OLK701562 -00 Bid TabufadonxlsBld Tab A WSB „ DENOTES CORRECTED FIGURE Project Name: Rosewood Village 2nd Addition Project No.: 1562 -00 Client: City of Rosemount, City Project No. 378 1 hereby certify that this is an exact reproduction of bids received. Bid Opening: Friday, July 30, 2004; 10:00 a.m. Engineer: Anthony Aderhold, P.E., Project Engineer Bidder No. 10 Engineer's Opinion of Cost Carl Bolander and Sons, Co. Item Num ftem Units Qty Unit Price Total Unit Price Total SCHEDULE A - SURFACE IMPROVEMENTS 1 2021.501 MOBILIZATION LUMP SUM 1 $9,700.00 $9,700.00 $15,600.00 $15,600.00 2 2104.501 REMOVE CURB AND GUTTER LIN FT 60 $4.60 $270.00 $18.00 $1,080.00 3 2104.505 REMOVE BITUMINOUS PAVEMENT SQ YD 35 $5.00 $175.00 $11.00 $385.00 4 2104.509 REMOVE PERMANENT BARRICADE EACH 8 $125.00 $1,000.00 $57.00 $456.00 5 2104.513 SAWING PAVEMENT (FULL DEPTH) LIN FT 105 $3.75 $393.75 $5.00 $525.00 6 2105.507 SUBGRADE EXCAVATION CU YD 20 $12.50 $250.00 $17.00 $340.00 7 2105.522 SELECT GRANULAR BORROW (CV) CU YD 30 $7.00 $210.00 $25.00 $750.0 a 2105.525 TOPSOIL BORROW (CV) CU YD 50 $12.50 $625.00 $27.00 $1,350.00 9 2112.501 SUBGRADE PREPARATION ROAD STA 19.5 $160.00 $3,120.00 $140.00 $2,730.00 10 2211.501 AGGREGATE BASE CLASS 5 TON 2460 $12.25 $30,135.00 $10.30 $25,338.00 11 2350.501 TYPE LV 3 WEARING COURSE MIXTURE (C) TON 750 $36.50 $27,375.00 $37.00 $27,750.00 12 2350.502 TYPE LV 3 NON WEARING COURSE MIXTURE (C) TON 750 $35.50 $26,625.00 $37.00 $27,750.00 13 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GALLON 340 $2.00 $660.00 $3.00 $1,020.00 14 2451.602 GRANULAR FOUNDATION AND /OR BEDDING TON 20 $1.00 $20.00 $25.00 $500.00 15 2502.541 4" PERF PVC PIPE DRAIN LIN FT 100 $10.00 $1,000.001 $17.00 $1,700.00 16 2521.501 6" CONCRETE WALK SQ FT 9460 $3.50 $33,110.00 $2.90 $27,434.00 17 2521.604 2" BITUMINOUS PATH SQ YD 745 $12.00 $8,940.00 $13.00 $9,685.00 18 2531.501 CONCRETE CURB & GUTTER DESIGN 8612 LIN FT 342 $9.50 $3,249.00 $13.50 $4,617.00 19 2531.501 CONCRETE CURB & GUTTER, DESIGN MODIFIED S LIN FT 4100 $9.50 $38,950.00 $8.00 $32,800.00 20 2545.523 4" NON - METALLIC CONDUIT LIN FT 180 $5.00 $900.00 $8.00 $1,440.00 21 2563.601 TRAFFIC CONTROL LUMP SUM 1 $2,000.00 $2,000.00 $2,700.00 $2,700.00 22 2564.602 FURNISH & INSTALL SIGN PANEL TYPE D EACH 1 $275.00 $275.00 $255.00 $255.00 23 2573.501 BALE CHECK EACH 100 $3.00 $300.00 $8.50 $850.00 24 2573.502 SILT FENCE, TYPE HEAVY DUTY LIN FT 1200 $1.851 $2,220.00 $2.00 $2,400.00 25 2575.501 SEEDING ACRE 2.5 $1,050.00 $2,625.00 $1,000.00 $2,500.00 26 2575.505 SODDING TYPE LAWN SQ YD 4500 $3.50 $15,750.00 $2.00 $9,000.00 27 2575.523 EROSION CONTROL BLANKETS CATEGORY 3 SQ YD 1250 $ 2.00 $2,500.00 $1.40 $1,750.00 OTAL SCHEDULE A- SURFACE IMPROVEMENTS $212,397.75 5202,705.00 ' Page 14(bOlcuments and SettingslcadlLocal SettingslTemporary Internet Files%OLK701562 -00 Bid Tabuladon.xlsBid Tab DENOTES CORRECTED FIGURE Bidder No. 10 Engineer's Opinion of Cost Carl Bolander and Sons, Co. item Num Item Units Unit Price Total Unit Price Total SCHEDULE B - SANITARY SEWER IMPROVEMENTS 4 $375.00 $1,500.00 $380.00 $1,520.00 37 28 2503.602 CONNECT TO EXISTING SANITARY SEWER EACH 4 $500.00 $2,000.00 $225.00 $900.00 29 2503.602 4" SADDLE CONNECTION TO 8" PVC EACH 1 $125.00 $125.00 $225.00 $225.00 30 2503.602 8 "X4" PVC WYE EACH 66 $3,420.00 $3,360.00 $300.00 $16,800.00 31 2503.603 SANITARY SEWER INSPECTION (TELEVISING) LIN FT 1978 $2,600.00 $1,978.00 $1.50 $2,967.00 32 2503.603 4" PVC PIPE SEWER - SDR 26 LIN FT 1880 L$575.00 $18,800.0 $17.00 $31,960.00 33 2503.603 8" PVC PIPE SEWER - SDR 35 LIN FT 1978 $6,270.00 $38,571.00 $16.00 $31,648.00 34 2506.516 CASTING ASSEMBLY EACH 17 $2,500.00 $9,775.00 $560.00 $9,520.00 35 2506.603 CONST 48" DIA SAN SEWER MANHOLE LIN FT 206.1 $18,000.00 $30,915.00 $210.00 $43,281.00 TOTAL SCHEDULE B - SANITARY SEWER IMPROVEMENTS 6" WATER MAIN -DUCT IRON CL 52 LIN FT $105,524.00 $19.00 $137,301.00 SCHEDULE C - WATERMAIN IMPROVEMENTS 36 2104.523 SALVAGE GATE VALVE & BOX EACH 4 $375.00 $1,500.00 $380.00 $1,520.00 37 2504.602 HYDRANT EACH 4 $1,825.00 $7,300.00 $2,400.00 $9,600.00 38 2504.602 INSTALL GATE VALVE AND BOX EACH 4 $375.00 $1,500.00 $380.00 $1,520.00 39 2504.602 1" CORPORATION STOP EACH 57 $60.001 $3,420.00 $222.00 $12,654.00 40 2504.602 6" GATE VALVE AND BOX EACH 4 $650.00 $2,600.00 $860.00 $3,440.00 41 2504.602 8" GATE VALVE AND BOX EACH 3 $925.00 $2,775.00 $1,045.00 $3,135.00 42 2504.602 1" CURB STOP & BOX EACH 57 $110.00 $6,270.00 $286.00 $16,302.00 43 2504.602 CONNECT TO EXISTING WATERMAIN (8 ") EACH 5 $500.00 $2,500.00 $740.00 $3,700.00 44 2504.603 1" TYPE K COPPER PIPE LIN FT 1600 $11.25 $18,000.00 $7.75 $12,400.00 45 2504.603 6" WATER MAIN -DUCT IRON CL 52 LIN FT 50 $19.00 $950.00 $25.75 $1,287.50 46 2504.603 8" WATER MAIN -DUCT IRON CL 52 LIN FT 2433 $22.00 $53,526.00 $20.50 $49,876.50 47 2504.604 4" POLYSTYRENE INSULATION SQ YD 20 $20.00 $400.00 $19.60 $392.00 48 2504.608 DUCTILE IRON FITTINGS POUND 5300 $3.00 $15,900.00 $1.39 $7,367.00 OTAL SCHEDULE C - WATERMAIN IMPROVEMENTS $116,641.00 $123,194.00 Page 15M O3cuments and SetlingslcadV ocal SettingslTemporary Internet FilesIOLK7011562 -00 Bid Tabulation.xlsBid Tab / A YYSB DENOTES CORRECTED FIGURE Project Name: Rosewood Village 2nd Addition Project No.: 1562 -00 Client: City of Rosemount, City Project No. 378 I hereby certify that this is an exact reproduction of bids received. Bid Opening: Friday, July 30, 2004; 10:00 a.m. Engineer: Anthony Aderhold, P.E., Project Engineer Bidder No. 10 Engineer's Opinion of Cost Carl Bolander and Sons. Co. Item Num Berm Units Qty Unit Price Total Unit Price Total S CHEDULE D -STORM SEWER IMPROVEMENTS $4.50 $378.00 $18.00 $1,512.00 62 2105.501 COMMON EXCAVATION 49 2503.541 15" RC PIPE SEWER DESIGN 3006 CLASS V LIN FT 443 $23.50 $10,410.50 $24.50 $10,853.50 50 2503.541 18" RC PIPE SEWER DESIGN 3006.CLASS III LIN FT 400 $25.50 $10,200.00 $27.00 $10,800.00 51 2503.541 30" RC PIPE SEWER DESIGN 3006 CLASS III LIN FT 52 $37.75 $1,963.00 $47.00 $2,444.00 52 2503.541 33" RC PIPE SEWER DESIGN 3006 CLASS ill LIN FT 376 $45.50 $17,108.00 $63.00 $23,688.00 53 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48- 4020 LIN FT 12.9 $220.00 $2,838.00 $692.00 $8,926.60 54 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 60- 4020 LIN FT 42.8 $250.00 $10,700.00 $260.00 $11,128.00 55 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 72- 4020 LIN FT 12.1 $360.00 $4,356.00 $384.00 $4,646.40 56 2506.502 CONSTRUCT DRAINAGE STRUCTURE DESIGN G EACH 1 $900.00 $900.00 $1,350.00 $1,350.00 57 2506.502 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 1 EACH 9 $950.00 $8,550.00 $500.00 $4,500.00 68 2506.516 CASTING ASSEMBLY EACH 9 $525.00 $4,725.00 $469.00 $4,221.00 '59 2506.522 ADJUST FRAME & RING CASTING EACH 1 $750.00 $750.00 $525.00 $525.00 60 2506.602 CONNECT INTO EXISTING DRAINAGE STRUCTURE EACH 3 $500.00 $1,500.00 $750.00 $2,250.00 OTAL SCHEDULE D - STORM SEWER IMPROVEMENTS ��- $74,000.50 $85,332.70 S CHEDULE E - BITUMINOUS PATH IMPROVEMENTS -ALONG GRIEF BROTHERS 61 2104.501 REMOVE CURB AND GUTTER LIN FT 84 $4.50 $378.00 $18.00 $1,512.00 62 2105.501 COMMON EXCAVATION CU YD 365 $7.50 $2,737.50 $8.50 $3,102.50 63 2521.604 2" BITUMINOUS PATH SQ YD 525 $12.50 $6,562.50 $13.00 $6,825.00 64 2531.602 PEDESTRIAN CURB RAMP EACH 7 $400.00 $2,800.00 $450.00 $3,150.00 65 2563.601 TRAFFIC CONTROL LUMP SUM 1 $1,000.00 $1,000.00 $1,980.00 $1,980.00 66 2573.502 SILT FENCE, TYPE HEAVY DUTY LIN FT 600 $1.85 $1,110.00 $2.00 $1,200.00 67 2575.505 SODDING, TYPE LAWN (INCL. TOPSOIL & FERT.) SQ YD 400 $3.50 $1,400.00 $3.50 $1,400.00 OTAL SCHEDULE E - BITUMINOUS PATH IMPROVEMENTS - ALONG GRIEF BROTHERS $15,988.00 $19,169.50 Page 16adDIcuments and Setdngslcad1ocal SettingslTemporary Internet Fi1esIOLK7D11562 -W Bid Tabulation.XlsBid Tab Item Num Item Units Qty Unit Price Total Unit Price Total TOTAL SCHEDULE A - SURFACE IMPROVEMENTS $212,397.75 $202,705.00 TOTAL SCHEDULE B - SANITARY SEWER IMPROVEMENTS $105,524.00 $137,301.00 TOTAL SCHEDULE C - WATERMAIN IMPROVEMENTS $116,641.00 $123,194.00 TOTAL SCHEDULE D -STORM SEWER IMPROVEMENTS $74,000.50 $85,332.70 TOTAL SCHEDULE E - BITUMINOUS PATH IMPROVEMENTS - ALONG GRIEF BROTHERS $15,988.00 $19,169.50 GRAND TOTAL BID $524,55125 $567,70220 Page 17Qr0ffcuments and SettingsicadlLocal SettingslTemporary Internet FilesIOLK70I1562-00 Bid Tabuladon.xlsBid Tab