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6.i. Driver Avenue & Trunk Sewer - CC Accept Bids and Award Contract
EXECUTIVE SUMMARY City Council Meeting: September 6, 2022 AGENDA ITEM: Accept Bids and Award Contract for AGENDA SECTION: Driver Avenue & Trunk Sanitary Sewer Consent Improvements PREPARED BY: Nick Egger, PE – Public Works Director AGENDA NO. 6.i. ATTACHMENTS: Resolution; Letter of Recommendation; APPROVED BY: LJM Project Map, Bid Abstract RECOMMENDED ACTIONS: Adopt a Resolution Accepting Bids and Awarding the Contract for the Driver Avenue & Trunk Sanitary Sewer Improvements, Project 2022-15. BACKGROUND Staff is recommending the Council adopt a resolution to award a contract for the Driver Avenue and Trunk Sanitary Sewer Improvements project to Total Excavating, of River Falls, WI. With Scannell Properties currently performing earthwork on the former Rich Valley Golf Course property in preparation for a FedEx distribution hub, it is necessary to provide for traffic access to and from the th facility. Driver Avenue will be a new north-south collector road constructed between 140 Street and County State Aid Highway 42 (CSAH 42) along the eastern side of the property. Additionally, in conjunction with the work to create this new roadway, a trunk sanitary sewer will be extended beneath the alignment of Driver Avenue connecting to the Metropolitan Council’s sanitary lift station on the north th side of 140 Street opposite the Scannell property. This sewer line will not only provide for wastewater collection and conveyance service to the development site as well as a larger area in this part of the City. DISCUSSION Bid Summary th The City solicited bids from prospective contractors for this project earlier this summer, and on July 12 11 bids were received. The following table shows the bidders and bids along with the Engineer’s Estimate. Bidder Construction Bid Engineer’s Estimate $5,848,544.75 Total Excavating, LLC $4,499,130.73 Danner, Inc. $5,090,646.97 Northwest Asphalt, Inc. $5,135,191.12 McNamara Contracting, Inc. $5,172,404.80 Ryan Contracting $5,210.311.48 A-1 Excavating, LLC $5,538,486.86 Geislinger & Sons $5,651,131.00 Minger Construction Co., Inc. $5,709,516.05 S.M. Hentges & Sons, Inc. $5,808,595.95 Meyer Contracting, Inc. $5,820,023.59 Northdale Construction Co., Inc. $5,986.854.56 c:\\users\\jab\\appdata\\local\\temp\\6.i. driver avenue & trunk sewer - cc accept bids and award contract_759420\\6.i. driver avenue & trunk sewer - cc accept bids and award contract.docx Cost and Funding Prior to receiving bids, the original total project cost estimate (which includes construction, contingencies and project management expenses), was $6.51 Million. Fortunately, with a high amount of competition for the contract on this project, the lowest responsible bid for construction came in about $1.3 Million below the engineer’s estimate, thereby lowering the anticipated total project costs significantly. A breakdown of categorized project costs is shown below: Project Cost Totals Cost Category Based on Bids Street/Surface $1,451,848.84 Sanitary Sewer $1,878,392.38 Water $1,133,979.00 Storm Sewer $732,275.78 Street Lighting* $124,740.00 Total $5,321,235.99 *Street Lighting not previously included, and to be performed separately by electrical utility It is important to note that capital cost contributions towards the construction of Driver Avenue and standard size utilities, will be the responsibility of Scannell Properties and to the adjacent vacant land. The amount currently estimated for capital cost-share of this project by each adjacent land owner, based on bid prices, is approximately $2.26 Million. In addition, each party will have cost share responsibility for the mass grading attributable to building up the road bed for the Driver Avenue corridor, which is work being procured by Scannell properties. Currently, the value of this project component is approximately $982,000. Final figures of the cost-share responsibilities will become known once the project is complete and all final construction quantities can be computed. The City’s only net cost responsibility in this project scope is for the pipe upsizing of the trunk sanitary sewer line and watermain facilities, at a value of approximately $727,000. This increment will be covered using the City’s ARPA funds allocation, as was previously discussed with City Council. SCHEDULE Should the Council award the contract at this time, construction is anticipated to begin in late- September/early October. It is anticipated that some of the Trunk Sanitary Sewer installation work would be completed very late in the fall of 2022, with resumption of construction in spring of 2023 for the completion of remaining underground utility elements and the roadway itself. Scannell Properties is currently performing mass grading and initial stages of construction on the Rich Valley site, with a goal of having an enclosed structure for FedEx in late 2023. The completion of Driver Avenue in summer of 2023 is intended to mesh into the overall site development schedule. RECOMMENDATION Staff recommends Council accept the bids and award the contract for the Driver Avenue and Trunk Sanitary Sewer Improvements. Attached for the Council’s information and consideration are a copy of the bid abstract, a letter from the City’s consultant engineer and project management firm, Bolton & Menk, a resolution accepting the bids and awarding the contract, and a project map. 2 CITY OF ROSEMOUNT DAKOTA COUNTY, MINNESOTA RESOLUTION 2022-117 A RESOLUTION RECEIVING BIDS AND AWARDING CONTRACT FOR DRIVER AVENUE & TRUNK SANITARY SEWER IMPROVEMENTS, CITY PROJECT 2022-15 BE IT RESOLVED, by the City Council of the City of Rosemount, Minnesota, as follows: 1. All bids for construction of the Driver Avenue & Trunk Sanitary Sewer Improvements, City Project 2022-15, are hereby received and tabulated. 2. The bid of Total Excavating, LLC, in the amount of $4,499,130.73 for the construction of said improvements is in accordance with the plans and specifications and advertisement for bids, and 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 the successful bidder and the next two lowest bidders shall be retained until a contract has been executed. th ADOPTED this 6 day of September, 2022. William H. Droste, Mayor ATTEST: Erin Fasbender, City Clerk C o n l e y A v e Solberg Aggregate Co. Wayne Transports Inc. Wayne Transports Inc. Solberg Aggregate Co. U n i o n P ac i f i c Rosemount Water Treatment Plan 145t h S t E CMC Vacant Rich Valley Golf Course Solberg Aggregate Co. Bay & Bay Rich Valley Golf Course Bay & Bay FHR - Rosemount Ats Terminal 1 45t h St E SKB - Gravel - Containment 140th St E 14 5 t h St E Dakota County, Maxar, Microsoft, Esri Community Maps Contributors, County of Dakota, Metropolitan Council, MetroGIS, © OpenStreetMap, Microsoft, Esri, HERE, Garmin, SafeGraph, GeoTechnologies, Inc, METI/NASA, USGS, EPA, NPS, US Census Bureau, USDA Proposed Sanitary Sewer Proposed Road Driver Avenue & Trunk Sanitary Sewer ROSEMOUNT MINNESOTA Connection to MCES Lift Station H:\ROSEMNT_CI_MN\0T1124440\1_Corres\C_To Others\2022-8-31_Award Letter to Council\Award Letter- Drvier Ave.docx August 31, 2022 Honorable Mayor & City Council City of Rosemount 2875 145th St West Rosemount, MN 55068 RE: Driver Avenue Improvements City of Rosemount Project No. 2022-15 BMI Project No.: 0T1.124440 Dear Mayor and Council Members: Bids were received for the Driver Avenue Improvements project on Tuesday, July 12, 2022, and were opened and read aloud. A total of 11 bids were received for the project. The Engineer’s Estimate was $5,848,544.75. The bid tabulation indicates the low bidder as Total Excavating, LLC of River Falls, WI, in the amount of $4,499,130.73. We have contacted the references provided by the contractor and have found them to be in good standing and able to perform the work required by the contract. We recommend that the City consider these bids and award a contract to Total Excavating, LLC based on the results of the bid received. Sincerely, Bolton & Menk, Inc. Matt Blazer P.E. Principal Engineer ABSTRACT OF BIDS * bid amount changed due to found calculation/addition error DRIVER AVENUE IMPROVEMENTS CITY PROJECT NO. 2022-15 CITY OF ROSEMOUNT, MN BMI PROJECT NO. 0T1.124440 BID DATE: 07/12/2210/21/2016 BID TIME: 11:00 am 1 2 3 ITEM MNDOT APPROX. NO.SPEC NO.ITEM NOTES QUANT.UNIT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT 1 2021.501 MOBILIZATION 1.00 LUMP SUM $374,600.00 $374,600.00 $125,000.00 $125,000.00 $240,950.00 $240,950.00 296,502.00$ $296,502.00 2 2102.518 PAVEMENT MARKING REMOVAL 2948.00 SQ FT $4.00 $11,792.00 $3.50 $10,318.00 $3.10 $9,138.80 3.30$ $9,728.40 3 2104.502 REMOVE PIPE APRON 3.00 EACH $225.00 $675.00 $425.00 $1,275.00 $800.00 $2,400.00 300.00$ $900.00 4 2104.502 REMOVE GATE VALVE AND BOX 2.00 EACH $500.00 $1,000.00 $2,000.00 $4,000.00 $2,500.00 $5,000.00 200.00$ $400.00 5 2104.502 REMOVE HYDRANT 1.00 EACH $700.00 $700.00 $1,725.00 $1,725.00 $2,500.00 $2,500.00 250.00$ $250.00 6 2104.502 REMOVE CURB STOP STAND PIPE AND BOX 2.00 EACH $300.00 $600.00 $450.00 $900.00 $1,100.00 $2,200.00 200.00$ $400.00 7 2104.502 SALVAGE GATE 1.00 EACH $1,500.00 $1,500.00 $1,000.00 $1,000.00 $900.00 $900.00 1,125.00$ $1,125.00 8 2104.503 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) 2655.00 LIN FT $4.00 $10,620.00 $3.00 $7,965.00 $6.00 $15,930.00 3.00$ $7,965.00 9 2104.503 REMOVE CURB AND GUTTER 152.00 LIN FT $8.00 $1,216.00 $6.25 $950.00 $10.00 $1,520.00 6.00$ $912.00 10 2104.503 REMOVE WATERMAIN 93.00 LIN FT $15.00 $1,395.00 $25.00 $2,325.00 $25.00 $2,325.00 10.00$ $930.00 11 2104.503 REMOVE PIPE CULVERT 37.00 LIN FT $15.00 $555.00 $15.00 $555.00 $25.00 $925.00 10.00$ $370.00 12 2104.503 SALVAGE CHAIN LINK FENCE 33.00 LIN FT $55.00 $1,815.00 $55.00 $1,815.00 $55.00 $1,815.00 55.00$ $1,815.00 13 2104.504 REMOVE BITUMINOUS PAVEMENT 4035.00 SQ YD $6.00 $24,210.00 $2.00 $8,070.00 $4.00 $16,140.00 3.87$ $15,615.45 14 2104.603 ABANDON WATERMAIN 2712.00 LIN FT $5.00 $13,560.00 $5.00 $13,560.00 $13.00 $35,256.00 10.00$ $27,120.00 15 2106.507 EXCAVATION-COMMON (P) 4294.00 CU YD $15.00 $64,410.00 $3.00 $12,882.00 $4.00 $17,176.00 24.00$ $103,056.00 16 2106.507 EXCAVATION-SUBGRADE (6)(EV) 345.00 CU YD $20.00 $6,900.00 $50.00 $17,250.00 $0.01 $3.45 26.00$ $8,970.00 17 2106.507 STABILIZING AGGREGATE (1)(CV) 345.00 CU YD $30.00 $10,350.00 $50.00 $17,250.00 $0.01 $3.45 45.00$ $15,525.00 18 2106.507 SELECT GRANULAR EMBANKMENT (CV)(P) 13579.00 CU YD $25.00 $339,475.00 $5.00 $67,895.00 $20.24 $274,838.96 19.30$ $262,074.70 19 2108.504 GEOTEXTILE FABRIC TYPE V (1) 1034.00 SQ YD $2.00 $2,068.00 $5.00 $5,170.00 $2.00 $2,068.00 1.20$ $1,240.80 20 2112.604 SUBGRADE PREPARATION 15131.00 SQ YD $1.50 $22,696.50 $2.00 $30,262.00 $0.40 $6,052.40 0.70$ $10,591.70 21 2118.507 AGGREGATE SURFACING CLASS 2 (CV) 30.00 CU YD $50.00 $1,500.00 $50.00 $1,500.00 $50.00 $1,500.00 108.75$ $3,262.50 22 2211.507 AGGREGATE BASE CLASS 5 (CV) 8622.00 TON $20.00 $172,440.00 $12.00 $103,464.00 $19.60 $168,991.20 15.25$ $131,485.50 23 2357.506 BITUMINOUS MATERIAL FOR TACK COAT 881.00 GAL $4.00 $3,524.00 $4.25 $3,744.25 $4.00 $3,524.00 5.00$ $4,405.00 24 2360.509 TYPE SP 12.5 WEARING COURSE MIXTURE (SPWEB540C) (8) 2844.00 TON $105.00 $298,620.00 $115.00 $327,060.00 $111.00 $315,684.00 94.35$ $268,331.40 25 2360.509 TYPE SP 12.5 WEARING COURSE MIXTURE (SPWEB340C) (9) 846.00 TON $75.00 $63,450.00 $110.00 $93,060.00 $95.00 $80,370.00 103.76$ $87,780.96 26 2360.509 TYPE SP 12.5 WEARING COURSE MIXTURE (SPWEB240B) (10) 71.00 TON $70.00 $4,970.00 $105.00 $7,455.00 $120.00 $8,520.00 116.17$ $8,248.07 27 2360.509 TYPE SP 12.5 NON WEARING COURSE MIXTURE (SPNWB530B) (8) 1422.00 TON $95.00 $135,090.00 $90.00 $127,980.00 $75.50 $107,361.00 81.33$ $115,651.26 28 2360.509 TYPE SP 12.5 NON WEARING COURSE MIXTURE (SPNWB330B) (9) 401.00 TON $75.00 $30,075.00 $90.00 $36,090.00 $74.50 $29,874.50 92.10$ $36,932.10 29 2360.509 TYPE SP 12.5 NON WEARING COURSE MIXTURE (SPNWB230B) (10) 118.00 TON $70.00 $8,260.00 $100.00 $11,800.00 $89.50 $10,561.00 107.63$ $12,700.34 30 2451.507 SHEET PILING - APRON 1.00 EACH $4,000.00 $4,000.00 $1,060.00 $1,060.00 $1,000.00 $1,000.00 4,500.00$ $4,500.00 31 2452.601 COARSE AGGREGATE BEDDING 2400.00 CU YD $85.00 $204,000.00 $59.50 $142,800.00 $0.50 $1,200.00 50.00$ $120,000.00 32 2501.502 15" RC PIPE APRON WITH TRASH GUARD 1.00 EACH $1,400.00 $1,400.00 $2,750.00 $2,750.00 $2,800.00 $2,800.00 2,432.00$ $2,432.00 33 2501.502 18" RC PIPE APRON WITH TRASH GUARD 4.00 EACH $1,600.00 $6,400.00 $2,950.00 $11,800.00 $3,736.00 $14,944.00 2,680.00$ $10,720.00 34 2501.502 21" RC PIPE APRON WITH TRASH GUARD 2.00 EACH $1,750.00 $3,500.00 $3,500.00 $7,000.00 $3,710.00 $7,420.00 3,330.00$ $6,660.00 35 2501.502 36" RC PIPE APRON WITH TRASH GUARD 1.00 EACH $2,000.00 $2,000.00 $6,500.00 $6,500.00 $7,000.00 $7,000.00 6,485.00$ $6,485.00 36 2503.503 15" RC PIPE SEWER CL V 2671.00 LIN FT $65.00 $173,615.00 $62.00 $165,602.00 $68.00 $181,628.00 70.86$ $189,267.06 TOTAL EXCAVATING LLCEngineer's Estimate Bolton & Menk, Inc. NORTHWEST ASPHALT INC.DANNER INC. 1 2 3 ITEM MNDOT APPROX. NO.SPEC NO.ITEM NOTES QUANT.UNIT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT TOTAL EXCAVATING LLCEngineer's Estimate Bolton & Menk, Inc. NORTHWEST ASPHALT INC.DANNER INC. 37 2503.503 18" RC PIPE SEWER CL V 500.00 LIN FT $80.00 $40,000.00 $68.00 $34,000.00 $77.00 $38,500.00 76.28$ $38,140.00 38 2503.503 21" RC PIPE SEWER CL III 281.00 LIN FT $85.00 $23,885.00 $78.00 $21,918.00 $105.00 $29,505.00 88.19$ $24,781.39 39 2503.503 24" RC PIPE SEWER CL III 1433.00 LIN FT $95.00 $136,135.00 $85.00 $121,805.00 $110.00 $157,630.00 106.27$ $152,284.91 40 2503.503 36" RC PIPE SEWER CL III 130.00 LIN FT $135.00 $17,550.00 $168.00 $21,840.00 $215.00 $27,950.00 152.27$ $19,795.10 41 2503.503 8" PVC PIPE SEWER 209.00 LIN FT $75.00 $15,675.00 $28.75 $6,008.75 $65.00 $13,585.00 52.37$ $10,945.33 42 2503.503 30" PVC PIPE SEWER 4039.00 LIN FT $325.00 $1,312,675.00 $205.00 $827,995.00 $265.00 $1,070,335.00 189.75$ $766,400.25 43 2503.602 CONNECT TO EXISTING STORM SEWER 1.00 EACH $1,500.00 $1,500.00 $900.00 $900.00 $17,000.00 $17,000.00 1,035.00$ $1,035.00 44 2503.602 CONNECT TO EXISTING SANITARY SEWER 2.00 EACH $10,000.00 $20,000.00 $17,500.00 $35,000.00 $12,000.00 $24,000.00 9,175.00$ $18,350.00 45 2503.603 48" RCP OR STEEL CASING PIPE 100.00 LIN FT $1,400.00 $140,000.00 $1,075.00 $107,500.00 $1,070.00 $107,000.00 1,241.00$ $124,100.00 46 2503.603 24" STEEL CASING PIPE 60.00 LIN FT $650.00 $39,000.00 $625.00 $37,500.00 $590.00 $35,400.00 595.00$ $35,700.00 47 2503.601 SANITARY SEWER BYPASS PUMPING 1.00 LUMP SUM $10,000.00 $10,000.00 $18,500.00 $18,500.00 $80,000.00 $80,000.00 268,000.00$ $268,000.00 48 2503.601 TRENCHLESS SANITARY SEWER PIT 2.00 EACH $25,000.00 $50,000.00 $38,500.00 $77,000.00 $36,000.00 $72,000.00 36,905.00$ $73,810.00 49 2503.601 TRENCHLESS WATERMAIN PIT 2.00 EACH $25,000.00 $50,000.00 $16,500.00 $33,000.00 $31,300.00 $62,600.00 15,587.00$ $31,174.00 50 2504.602 6" GATE VALVE & BOX (3) 15.00 EACH $2,500.00 $37,500.00 $2,800.00 $42,000.00 $2,705.00 $40,575.00 2,094.00$ $31,410.00 51 2504.602 10" GATE VALVE & BOX (3) 3.00 EACH $3,500.00 $10,500.00 $4,500.00 $13,500.00 $6,469.00 $19,407.00 4,042.00$ $12,126.00 52 2504.602 12" GATE VALVE & BOX (3) 8.00 EACH $3,500.00 $28,000.00 $5,500.00 $44,000.00 $4,148.00 $33,184.00 5,043.00$ $40,344.00 53 2504.602 16" BUTTERFLY VALVE & BOX (3) 3.00 EACH $8,000.00 $24,000.00 $10,500.00 $31,500.00 $4,415.00 $13,245.00 11,019.00$ $33,057.00 54 2504.602 HYDRANT 15.00 EACH $6,500.00 $97,500.00 $5,500.00 $82,500.00 $8,000.00 $120,000.00 5,426.00$ $81,390.00 55 2504.602 CONNECT TO EXISTING WATERMAIN 4.00 EACH $2,500.00 $10,000.00 $6,500.00 $26,000.00 $1,800.00 $7,200.00 1,425.00$ $5,700.00 56 2504.603 6" DUCTILE IRON WATERMAIN CL 52 (3) 167.00 LIN FT $75.00 $12,525.00 $85.00 $14,195.00 $84.00 $14,028.00 58.57$ $9,781.19 57 2504.603 10" DUCTILE IRON WATERMAIN CL 52 (3) 132.00 LIN FT $110.00 $14,520.00 $80.00 $10,560.00 $110.00 $14,520.00 82.89$ $10,941.48 58 2504.603 12" DUCTILE IRON WATERMAIN CL 52 (3) 5548.00 LIN FT $150.00 $832,200.00 $90.00 $499,320.00 $95.00 $527,060.00 84.23$ $467,308.04 59 2504.603 16" DUCTILE IRON WATERMAIN CL 52 (3) 263.00 LIN FT $200.00 $52,600.00 $145.00 $38,135.00 $180.00 $47,340.00 131.29$ $34,529.27 60 2504.604 4" POLYSTYRENE INSULATION 20.00 SQ YD $40.00 $800.00 $95.00 $1,900.00 $50.00 $1,000.00 60.00$ $1,200.00 61 2504.608 DUCTILE IRON FITTINGS (3) 5000.00 LB $13.00 $65,000.00 $9.50 $47,500.00 $18.00 $90,000.00 10.63$ $53,150.00 62 2506.502 CASTING ASSEMBLY TYPE R-1642 (SANITARY)14.00 EACH $850.00 $11,900.00 $1,025.00 $14,350.00 $1,300.00 $18,200.00 598.00$ $8,372.00 63 2506.502 CASTING ASSEMBLY TYPE R-1642 (STORM)6.00 EACH $850.00 $5,100.00 $1,025.00 $6,150.00 $1,300.00 $7,800.00 428.00$ $2,568.00 64 2506.502 CASTING ASSEMBLY TYPE R-3067-V 23.00 EACH $800.00 $18,400.00 $975.00 $22,425.00 $1,250.00 $28,750.00 621.00$ $14,283.00 65 2506.502 CASTING ASSEMBLY TYPE R-3067-VB 2.00 EACH $800.00 $1,600.00 $975.00 $1,950.00 $1,250.00 $2,500.00 621.00$ $1,242.00 66 2506.502 CASTING ASSEMBLY TYPE R-4342 1.00 EACH $900.00 $900.00 $1,400.00 $1,400.00 $1,100.00 $1,100.00 348.00$ $348.00 67 2506.503 CONSTRUCT DRAINAGE STRUCTURE DESIGN H 3.00 LIN FT $500.00 $1,500.00 $495.00 $1,485.00 $897.00 $2,691.00 419.00$ $1,257.00 68 2506.503 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL (R-1 2'X3') 37.00 LIN FT $500.00 $18,500.00 $460.00 $17,020.00 $950.00 $35,150.00 497.00$ $18,389.00 69 2506.503 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 2 (POND SKIMMER) 4.00 LIN FT $2,000.00 $8,000.00 $3,850.00 $15,400.00 $4,675.00 $18,700.00 4,538.00$ $18,152.00 70 2506.503 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4020 76.00 LIN FT $600.00 $45,600.00 $700.00 $53,200.00 $531.00 $40,356.00 443.00$ $33,668.00 71 2506.503 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4022 55.00 LIN FT $600.00 $33,000.00 $865.00 $47,575.00 $1,242.00 $68,310.00 677.00$ $37,235.00 72 2506.503 CONSTRUCT DRAINAGE STRUCTURE DESIGN 60-4020 7.00 LIN FT $900.00 $6,300.00 $1,050.00 $7,350.00 $1,219.00 $8,533.00 1,005.00$ $7,035.00 73 2506.503 CONSTRUCT DRAINAGE STRUCTURE DESIGN 60-4022 26.00 LIN FT $900.00 $23,400.00 $1,350.00 $35,100.00 $875.00 $22,750.00 900.00$ $23,400.00 74 2506.503 CONSTRUCT DRAINAGE STRUCTURE DESIGN 72-4022 7.00 LIN FT $900.00 $6,300.00 $1,525.00 $10,675.00 $1,500.00 $10,500.00 1,324.00$ $9,268.00 75 2506.503 CONSTRUCT DRAINAGE STRUCTURE SANITARY (60") 151.70 LIN FT $950.00 $144,115.00 $1,025.00 $155,492.50 $991.00 $150,334.70 1,002.00$ $152,003.40 76 2506.503 CONSTRUCT DRAINAGE STRUCTURE SANITARY (72") 16.90 LIN FT $1,100.00 $18,590.00 $1,325.00 $22,392.50 $1,033.00 $17,457.70 1,219.00$ $20,601.10 77 2506.503 CONSTRUCT DRAINAGE STRUCTURE SANITARY (72" POLYMER CONCRETE) 15.00 LIN FT $1,300.00 $19,500.00 $4,225.00 $63,375.00 $3,300.00 $49,500.00 2,887.00$ $43,305.00 78 2506.503 CONSTRUCT DRAINAGE STRUCTURE SANITARY (96" POLYMER CONCRETE) 20.00 LIN FT $1,600.00 $32,000.00 $4,800.00 $96,000.00 $3,790.00 $75,800.00 5,810.00$ $116,200.00 79 2511.507 RANDOM RIPRAP CLASS III 3.00 CU YD $125.00 $375.00 $100.00 $300.00 $200.00 $600.00 200.00$ $600.00 80 2511.507 GROUTED RANDOM RIPRAP CLASS III 21.00 CU YD $200.00 $4,200.00 $455.00 $9,555.00 $200.00 $4,200.00 220.00$ $4,620.00 1 2 3 ITEM MNDOT APPROX. NO.SPEC NO.ITEM NOTES QUANT.UNIT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT TOTAL EXCAVATING LLCEngineer's Estimate Bolton & Menk, Inc. NORTHWEST ASPHALT INC.DANNER INC. 81 2531.503 CONCRETE CURB AND GUTTER DESIGN B612 150.00 LIN FT $15.00 $2,250.00 $35.00 $5,250.00 $28.15 $4,222.50 24.25$ $3,637.50 82 2531.503 CONCRETE CURB AND GUTTER DESIGN B418 1076.00 LIN FT $15.00 $16,140.00 $17.00 $18,292.00 $18.20 $19,583.20 16.25$ $17,485.00 83 2531.503 CONCRETE CURB AND GUTTER DESIGN B618 5459.00 LIN FT $18.00 $98,262.00 $18.00 $98,262.00 $17.35 $94,713.65 16.00$ $87,344.00 84 2531.604 8" CONCRETE VALLEY GUTTER 712.00 SQ YD $125.00 $89,000.00 $110.00 $78,320.00 $99.25 $70,666.00 97.75$ $69,598.00 85 2557.602 INSTALL GATE 1.00 EACH $2,500.00 $2,500.00 $4,000.00 $4,000.00 $3,000.00 $3,000.00 3,085.00$ $3,085.00 86 2557.603 INSTALL CHAIN LINK FENCE 33.00 LIN FT $30.00 $990.00 $130.00 $4,290.00 $80.00 $2,640.00 116.00$ $3,828.00 87 2563.601 TRAFFIC CONTROL 1.00 LUMP SUM $53,000.00 $53,000.00 $32,000.00 $32,000.00 $7,500.00 $7,500.00 4,675.00$ $4,675.00 88 2563.601 TEMPORARY ACCESS ROAD 1.00 LUMP SUM $10,000.00 $10,000.00 $4,950.00 $4,950.00 $2,800.00 $2,800.00 3,668.00$ $3,668.00 89 2564.518 SIGN PANELS TYPE C (7) 82.00 SQ FT $60.00 $4,920.00 $60.00 $4,920.00 $57.00 $4,674.00 60.50$ $4,961.00 90 2564.518 SIGN PANELS TYPE D (7) 8.00 SQ FT $60.00 $480.00 $60.00 $480.00 $60.00 $480.00 60.50$ $484.00 91 2573.501 STABILIZED CONSTRUCTION EXIT 1.00 LUMP SUM $5,000.00 $5,000.00 $1,600.00 $1,600.00 $1,500.00 $1,500.00 3,000.00$ $3,000.00 92 2573.502 CULVERT END CONTROL 9.00 EACH $150.00 $1,350.00 $160.00 $1,440.00 $200.00 $1,800.00 150.00$ $1,350.00 93 2573.502 STORM DRAIN INLET PROTECTION 27.00 EACH $200.00 $5,400.00 $210.00 $5,670.00 $275.00 $7,425.00 110.00$ $2,970.00 94 2573.503 SEDIMENT CONTROL LOG TYPE WOOD FIBER (2) 500.00 LIN FT $5.00 $2,500.00 $3.50 $1,750.00 $5.00 $2,500.00 3.30$ $1,650.00 95 2573.503 SILT FENCE TYPE MACHINE SLICED 6494.00 LIN FT $2.00 $12,988.00 $2.25 $14,611.50 $2.50 $16,235.00 2.00$ $12,988.00 96 2574.507 COMMON TOPSOIL BORROW (LV) 7016.00 CU YD $10.00 $70,160.00 $3.00 $21,048.00 $0.01 $70.16 35.00$ $245,560.00 97 2574.508 FERTILIZER TYPE 3 3150.00 POUND $2.00 $6,300.00 $1.00 $3,150.00 $10.77 $33,925.50 2.50$ $7,875.00 98 2575.508 SEED MIXTURE 25-141 531.00 POUND $10.00 $5,310.00 $60.00 $31,860.00 $0.95 $504.45 32.25$ $17,124.75 99 2582.503 4" SOLID LINE MULTI COMP (4) 2187.00 LIN FT $0.75 $1,640.25 $0.49 $1,071.63 $0.45 $984.15 0.43$ $940.41 100 2582.503 4" DOUBLE SOLID LINE MULTI COMP (5) 8880.00 LIN FT $1.50 $13,320.00 $0.97 $8,613.60 $0.83 $7,370.40 0.86$ $7,636.80 101 2582.503 24" SOLID LINE MULTI COMP (4) 92.00 LIN FT $14.00 $1,288.00 $12.00 $1,104.00 $12.00 $1,104.00 10.78$ $991.76 102 2582.518 PAVT MSSG MULTI COMP (4) 192.00 SQ FT $10.00 $1,920.00 $7.00 $1,344.00 $5.90 $1,132.80 10.35$ $1,987.20 $5,848,544.75 $4,499,130.73 $5,090,646.97 $5,135,191.12 ABSTRACT OF BIDS DRIVER AVENUE IMPROVEMENTS CITY PROJECT NO. 2022-15 CITY OF ROSEMOUNT, MN BMI PROJECT NO. 0T1.124440 BID DATE: 07/12/2210/21/2016 BID TIME: 11:00 am ITEM MNDOT APPROX. NO.SPEC NO.ITEM NOTES QUANT.UNIT 1 2021.501 MOBILIZATION 1.00 LUMP SUM 2 2102.518 PAVEMENT MARKING REMOVAL 2948.00 SQ FT 3 2104.502 REMOVE PIPE APRON 3.00 EACH 4 2104.502 REMOVE GATE VALVE AND BOX 2.00 EACH 5 2104.502 REMOVE HYDRANT 1.00 EACH 6 2104.502 REMOVE CURB STOP STAND PIPE AND BOX 2.00 EACH 7 2104.502 SALVAGE GATE 1.00 EACH 8 2104.503 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) 2655.00 LIN FT 9 2104.503 REMOVE CURB AND GUTTER 152.00 LIN FT 10 2104.503 REMOVE WATERMAIN 93.00 LIN FT 11 2104.503 REMOVE PIPE CULVERT 37.00 LIN FT 12 2104.503 SALVAGE CHAIN LINK FENCE 33.00 LIN FT 13 2104.504 REMOVE BITUMINOUS PAVEMENT 4035.00 SQ YD 14 2104.603 ABANDON WATERMAIN 2712.00 LIN FT 15 2106.507 EXCAVATION-COMMON (P) 4294.00 CU YD 16 2106.507 EXCAVATION-SUBGRADE (6)(EV) 345.00 CU YD 17 2106.507 STABILIZING AGGREGATE (1)(CV) 345.00 CU YD 18 2106.507 SELECT GRANULAR EMBANKMENT (CV)(P) 13579.00 CU YD 19 2108.504 GEOTEXTILE FABRIC TYPE V (1) 1034.00 SQ YD 20 2112.604 SUBGRADE PREPARATION 15131.00 SQ YD 21 2118.507 AGGREGATE SURFACING CLASS 2 (CV) 30.00 CU YD 22 2211.507 AGGREGATE BASE CLASS 5 (CV) 8622.00 TON 23 2357.506 BITUMINOUS MATERIAL FOR TACK COAT 881.00 GAL 24 2360.509 TYPE SP 12.5 WEARING COURSE MIXTURE (SPWEB540C) (8) 2844.00 TON 25 2360.509 TYPE SP 12.5 WEARING COURSE MIXTURE (SPWEB340C) (9) 846.00 TON 26 2360.509 TYPE SP 12.5 WEARING COURSE MIXTURE (SPWEB240B) (10) 71.00 TON 27 2360.509 TYPE SP 12.5 NON WEARING COURSE MIXTURE (SPNWB530B) (8) 1422.00 TON 28 2360.509 TYPE SP 12.5 NON WEARING COURSE MIXTURE (SPNWB330B) (9) 401.00 TON 29 2360.509 TYPE SP 12.5 NON WEARING COURSE MIXTURE (SPNWB230B) (10) 118.00 TON 30 2451.507 SHEET PILING - APRON 1.00 EACH 31 2452.601 COARSE AGGREGATE BEDDING 2400.00 CU YD 32 2501.502 15" RC PIPE APRON WITH TRASH GUARD 1.00 EACH 33 2501.502 18" RC PIPE APRON WITH TRASH GUARD 4.00 EACH 34 2501.502 21" RC PIPE APRON WITH TRASH GUARD 2.00 EACH 35 2501.502 36" RC PIPE APRON WITH TRASH GUARD 1.00 EACH 36 2503.503 15" RC PIPE SEWER CL V 2671.00 LIN FT * bid amount changed due to found calculation/addition error 4 5 6 7 UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT 184,000.00$ $184,000.00 250,000.00$ $250,000.00 $354,350.00 $354,350.00 311,000.00$ $311,000.00 3.00$ $8,844.00 3.00$ $8,844.00 $3.30 $9,728.40 3.10$ $9,138.80 490.00$ $1,470.00 500.00$ $1,500.00 $300.00 $900.00 350.00$ $1,050.00 190.00$ $380.00 500.00$ $1,000.00 $300.00 $600.00 75.00$ $150.00 475.00$ $475.00 1,500.00$ $1,500.00 $300.00 $300.00 125.00$ $125.00 475.00$ $950.00 300.00$ $600.00 $100.00 $200.00 125.00$ $250.00 900.00$ $900.00 2,000.00$ $2,000.00 $900.00 $900.00 125.00$ $125.00 3.00$ $7,965.00 4.00$ $10,620.00 $3.00 $7,965.00 5.00$ $13,275.00 12.00$ $1,824.00 5.00$ $760.00 $6.00 $912.00 10.00$ $1,520.00 7.00$ $651.00 20.00$ $1,860.00 $15.00 $1,395.00 10.00$ $930.00 12.00$ $444.00 20.00$ $740.00 $15.00 $555.00 25.00$ $925.00 55.00$ $1,815.00 50.00$ $1,650.00 $55.00 $1,815.00 50.00$ $1,650.00 7.00$ $28,245.00 4.00$ $16,140.00 $3.00 $12,105.00 4.00$ $16,140.00 13.00$ $35,256.00 8.00$ $21,696.00 $9.00 $24,408.00 8.00$ $21,696.00 16.00$ $68,704.00 20.00$ $85,880.00 $16.00 $68,704.00 19.00$ $81,586.00 25.00$ $8,625.00 10.00$ $3,450.00 $16.00 $5,520.00 19.00$ $6,555.00 30.00$ $10,350.00 0.01$ $3.45 $50.00 $17,250.00 57.00$ $19,665.00 22.00$ $298,738.00 15.00$ $203,685.00 $24.00 $325,896.00 25.00$ $339,475.00 2.00$ $2,068.00 1.00$ $1,034.00 $2.00 $2,068.00 3.00$ $3,102.00 1.00$ $15,131.00 1.50$ $22,696.50 $1.00 $15,131.00 7.00$ $105,917.00 110.00$ $3,300.00 60.00$ $1,800.00 $34.00 $1,020.00 80.00$ $2,400.00 15.00$ $129,330.00 15.00$ $129,330.00 $15.00 $129,330.00 18.25$ $157,351.50 3.00$ $2,643.00 0.01$ $8.81 $0.01 $8.81 4.00$ $3,524.00 120.00$ $341,280.00 99.50$ $282,978.00 $103.00 $292,932.00 115.50$ $328,482.00 100.00$ $84,600.00 90.00$ $76,140.00 $94.00 $79,524.00 94.00$ $79,524.00 125.00$ $8,875.00 104.00$ $7,384.00 $108.00 $7,668.00 102.50$ $7,277.50 90.00$ $127,980.00 74.00$ $105,228.00 $77.00 $109,494.00 74.50$ $105,939.00 95.00$ $38,095.00 80.00$ $32,080.00 $83.00 $33,283.00 73.00$ $29,273.00 125.00$ $14,750.00 88.04$ $10,388.72 $92.00 $10,856.00 89.00$ $10,502.00 5,900.00$ $5,900.00 7,000.00$ $7,000.00 $3,000.00 $3,000.00 1,500.00$ $1,500.00 60.00$ $144,000.00 0.01$ $24.00 $50.00 $120,000.00 42.00$ $100,800.00 2,235.00$ $2,235.00 2,500.00$ $2,500.00 $2,500.00 $2,500.00 2,300.00$ $2,300.00 2,425.00$ $9,700.00 2,800.00$ $11,200.00 $2,800.00 $11,200.00 2,800.00$ $11,200.00 2,525.00$ $5,050.00 3,500.00$ $7,000.00 $3,500.00 $7,000.00 2,900.00$ $5,800.00 5,440.00$ $5,440.00 7,000.00$ $7,000.00 $6,300.00 $6,300.00 6,000.00$ $6,000.00 60.00$ $160,260.00 70.00$ $186,970.00 $80.00 $213,680.00 75.00$ $200,325.00 MCNAMARA CONTRACTING INC.RYAN CONTRACTING GEISLINGER AND SONSA-1 EXCAVATING LLC ITEM MNDOT APPROX. NO.SPEC NO.ITEM NOTES QUANT.UNIT 37 2503.503 18" RC PIPE SEWER CL V 500.00 LIN FT 38 2503.503 21" RC PIPE SEWER CL III 281.00 LIN FT 39 2503.503 24" RC PIPE SEWER CL III 1433.00 LIN FT 40 2503.503 36" RC PIPE SEWER CL III 130.00 LIN FT 41 2503.503 8" PVC PIPE SEWER 209.00 LIN FT 42 2503.503 30" PVC PIPE SEWER 4039.00 LIN FT 43 2503.602 CONNECT TO EXISTING STORM SEWER 1.00 EACH 44 2503.602 CONNECT TO EXISTING SANITARY SEWER 2.00 EACH 45 2503.603 48" RCP OR STEEL CASING PIPE 100.00 LIN FT 46 2503.603 24" STEEL CASING PIPE 60.00 LIN FT 47 2503.601 SANITARY SEWER BYPASS PUMPING 1.00 LUMP SUM 48 2503.601 TRENCHLESS SANITARY SEWER PIT 2.00 EACH 49 2503.601 TRENCHLESS WATERMAIN PIT 2.00 EACH 50 2504.602 6" GATE VALVE & BOX (3) 15.00 EACH 51 2504.602 10" GATE VALVE & BOX (3) 3.00 EACH 52 2504.602 12" GATE VALVE & BOX (3) 8.00 EACH 53 2504.602 16" BUTTERFLY VALVE & BOX (3) 3.00 EACH 54 2504.602 HYDRANT 15.00 EACH 55 2504.602 CONNECT TO EXISTING WATERMAIN 4.00 EACH 56 2504.603 6" DUCTILE IRON WATERMAIN CL 52 (3) 167.00 LIN FT 57 2504.603 10" DUCTILE IRON WATERMAIN CL 52 (3) 132.00 LIN FT 58 2504.603 12" DUCTILE IRON WATERMAIN CL 52 (3) 5548.00 LIN FT 59 2504.603 16" DUCTILE IRON WATERMAIN CL 52 (3) 263.00 LIN FT 60 2504.604 4" POLYSTYRENE INSULATION 20.00 SQ YD 61 2504.608 DUCTILE IRON FITTINGS (3) 5000.00 LB 62 2506.502 CASTING ASSEMBLY TYPE R-1642 (SANITARY)14.00 EACH 63 2506.502 CASTING ASSEMBLY TYPE R-1642 (STORM)6.00 EACH 64 2506.502 CASTING ASSEMBLY TYPE R-3067-V 23.00 EACH 65 2506.502 CASTING ASSEMBLY TYPE R-3067-VB 2.00 EACH 66 2506.502 CASTING ASSEMBLY TYPE R-4342 1.00 EACH 67 2506.503 CONSTRUCT DRAINAGE STRUCTURE DESIGN H 3.00 LIN FT 68 2506.503 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL (R-1 2'X3') 37.00 LIN FT 69 2506.503 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 2 (POND SKIMMER) 4.00 LIN FT 70 2506.503 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4020 76.00 LIN FT 71 2506.503 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4022 55.00 LIN FT 72 2506.503 CONSTRUCT DRAINAGE STRUCTURE DESIGN 60-4020 7.00 LIN FT 73 2506.503 CONSTRUCT DRAINAGE STRUCTURE DESIGN 60-4022 26.00 LIN FT 74 2506.503 CONSTRUCT DRAINAGE STRUCTURE DESIGN 72-4022 7.00 LIN FT 75 2506.503 CONSTRUCT DRAINAGE STRUCTURE SANITARY (60") 151.70 LIN FT 76 2506.503 CONSTRUCT DRAINAGE STRUCTURE SANITARY (72") 16.90 LIN FT 77 2506.503 CONSTRUCT DRAINAGE STRUCTURE SANITARY (72" POLYMER CONCRETE) 15.00 LIN FT 78 2506.503 CONSTRUCT DRAINAGE STRUCTURE SANITARY (96" POLYMER CONCRETE) 20.00 LIN FT 79 2511.507 RANDOM RIPRAP CLASS III 3.00 CU YD 80 2511.507 GROUTED RANDOM RIPRAP CLASS III 21.00 CU YD 4 5 6 7 UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT MCNAMARA CONTRACTING INC.RYAN CONTRACTING GEISLINGER AND SONSA-1 EXCAVATING LLC 75.00$ $37,500.00 75.00$ $37,500.00 $88.00 $44,000.00 80.00$ $40,000.00 75.00$ $21,075.00 85.00$ $23,885.00 $99.00 $27,819.00 122.00$ $34,282.00 115.00$ $164,795.00 110.00$ $157,630.00 $118.00 $169,094.00 125.00$ $179,125.00 175.00$ $22,750.00 200.00$ $26,000.00 $204.00 $26,520.00 210.00$ $27,300.00 43.00$ $8,987.00 100.00$ $20,900.00 $74.00 $15,466.00 42.00$ $8,778.00 228.00$ $920,892.00 275.00$ $1,110,725.00 $270.00 $1,090,530.00 222.00$ $896,658.00 1,700.00$ $1,700.00 2,500.00$ $2,500.00 $2,000.00 $2,000.00 2,500.00$ $2,500.00 8,500.00$ $17,000.00 50,000.00$ $100,000.00 $7,000.00 $14,000.00 15,500.00$ $31,000.00 1,075.00$ $107,500.00 1,200.00$ $120,000.00 $1,199.00 $119,900.00 1,165.00$ $116,500.00 570.00$ $34,200.00 600.00$ $36,000.00 $627.00 $37,620.00 635.00$ $38,100.00 35,000.00$ $35,000.00 60,000.00$ $60,000.00 $86,894.00 $86,894.00 111,000.00$ $111,000.00 36,500.00$ $73,000.00 40,000.00$ $80,000.00 $40,575.00 $81,150.00 20,000.00$ $40,000.00 15,550.00$ $31,100.00 20,000.00$ $40,000.00 $19,257.00 $38,514.00 12,000.00$ $24,000.00 3,500.00$ $52,500.00 2,800.00$ $42,000.00 $2,315.00 $34,725.00 2,200.00$ $33,000.00 5,500.00$ $16,500.00 4,500.00$ $13,500.00 $4,300.00 $12,900.00 4,000.00$ $12,000.00 6,500.00$ $52,000.00 5,200.00$ $41,600.00 $5,200.00 $41,600.00 5,000.00$ $40,000.00 12,700.00$ $38,100.00 12,000.00$ $36,000.00 $11,400.00 $34,200.00 12,000.00$ $36,000.00 6,250.00$ $93,750.00 6,000.00$ $90,000.00 $5,950.00 $89,250.00 6,500.00$ $97,500.00 1,550.00$ $6,200.00 5,000.00$ $20,000.00 $3,100.00 $12,400.00 4,000.00$ $16,000.00 58.00$ $9,686.00 80.00$ $13,360.00 $80.00 $13,360.00 65.00$ $10,855.00 85.00$ $11,220.00 90.00$ $11,880.00 $104.00 $13,728.00 90.00$ $11,880.00 105.00$ $582,540.00 100.00$ $554,800.00 $128.00 $710,144.00 117.00$ $649,116.00 140.00$ $36,820.00 150.00$ $39,450.00 $149.00 $39,187.00 130.00$ $34,190.00 55.00$ $1,100.00 50.00$ $1,000.00 $60.00 $1,200.00 60.00$ $1,200.00 13.00$ $65,000.00 9.00$ $45,000.00 $16.00 $80,000.00 11.00$ $55,000.00 1,600.00$ $22,400.00 1,000.00$ $14,000.00 $900.00 $12,600.00 850.00$ $11,900.00 1,600.00$ $9,600.00 600.00$ $3,600.00 $600.00 $3,600.00 850.00$ $5,100.00 800.00$ $18,400.00 1,000.00$ $23,000.00 $800.00 $18,400.00 1,000.00$ $23,000.00 800.00$ $1,600.00 1,000.00$ $2,000.00 $800.00 $1,600.00 1,000.00$ $2,000.00 800.00$ $800.00 600.00$ $600.00 $500.00 $500.00 850.00$ $850.00 550.00$ $1,650.00 400.00$ $1,200.00 $425.00 $1,275.00 750.00$ $2,250.00 610.00$ $22,570.00 400.00$ $14,800.00 $510.00 $18,870.00 600.00$ $22,200.00 3,600.00$ $14,400.00 5,000.00$ $20,000.00 $3,700.00 $14,800.00 4,800.00$ $19,200.00 580.00$ $44,080.00 350.00$ $26,600.00 $480.00 $36,480.00 870.00$ $66,120.00 670.00$ $36,850.00 550.00$ $30,250.00 $675.00 $37,125.00 725.00$ $39,875.00 990.00$ $6,930.00 900.00$ $6,300.00 $965.00 $6,755.00 1,000.00$ $7,000.00 1,250.00$ $32,500.00 800.00$ $20,800.00 $920.00 $23,920.00 1,112.00$ $28,912.00 1,350.00$ $9,450.00 1,200.00$ $8,400.00 $1,325.00 $9,275.00 1,800.00$ $12,600.00 1,050.00$ $159,285.00 1,200.00$ $182,040.00 $965.00 $146,390.50 1,100.00$ $166,870.00 1,700.00$ $28,730.00 1,600.00$ $27,040.00 $1,330.00 $22,477.00 1,400.00$ $23,660.00 3,900.00$ $58,500.00 4,500.00$ $67,500.00 $3,600.00 $54,000.00 4,500.00$ $67,500.00 5,100.00$ $102,000.00 5,000.00$ $100,000.00 $4,625.00 $92,500.00 3,500.00$ $70,000.00 87.00$ $261.00 90.00$ $270.00 $130.00 $390.00 175.00$ $525.00 160.00$ $3,360.00 100.00$ $2,100.00 $150.00 $3,150.00 400.00$ $8,400.00 ITEM MNDOT APPROX. NO.SPEC NO.ITEM NOTES QUANT.UNIT 81 2531.503 CONCRETE CURB AND GUTTER DESIGN B612 150.00 LIN FT 82 2531.503 CONCRETE CURB AND GUTTER DESIGN B418 1076.00 LIN FT 83 2531.503 CONCRETE CURB AND GUTTER DESIGN B618 5459.00 LIN FT 84 2531.604 8" CONCRETE VALLEY GUTTER 712.00 SQ YD 85 2557.602 INSTALL GATE 1.00 EACH 86 2557.603 INSTALL CHAIN LINK FENCE 33.00 LIN FT 87 2563.601 TRAFFIC CONTROL 1.00 LUMP SUM 88 2563.601 TEMPORARY ACCESS ROAD 1.00 LUMP SUM 89 2564.518 SIGN PANELS TYPE C (7) 82.00 SQ FT 90 2564.518 SIGN PANELS TYPE D (7) 8.00 SQ FT 91 2573.501 STABILIZED CONSTRUCTION EXIT 1.00 LUMP SUM 92 2573.502 CULVERT END CONTROL 9.00 EACH 93 2573.502 STORM DRAIN INLET PROTECTION 27.00 EACH 94 2573.503 SEDIMENT CONTROL LOG TYPE WOOD FIBER (2) 500.00 LIN FT 95 2573.503 SILT FENCE TYPE MACHINE SLICED 6494.00 LIN FT 96 2574.507 COMMON TOPSOIL BORROW (LV) 7016.00 CU YD 97 2574.508 FERTILIZER TYPE 3 3150.00 POUND 98 2575.508 SEED MIXTURE 25-141 531.00 POUND 99 2582.503 4" SOLID LINE MULTI COMP (4) 2187.00 LIN FT 100 2582.503 4" DOUBLE SOLID LINE MULTI COMP (5) 8880.00 LIN FT 101 2582.503 24" SOLID LINE MULTI COMP (4) 92.00 LIN FT 102 2582.518 PAVT MSSG MULTI COMP (4) 192.00 SQ FT 4 5 6 7 UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT MCNAMARA CONTRACTING INC.RYAN CONTRACTING GEISLINGER AND SONSA-1 EXCAVATING LLC 22.00$ $3,300.00 20.00$ $3,000.00 $30.00 $4,500.00 22.05$ $3,307.50 15.00$ $16,140.00 20.00$ $21,520.00 $16.50 $17,754.00 14.75$ $15,871.00 15.00$ $81,885.00 20.00$ $109,180.00 $17.00 $92,803.00 14.50$ $79,155.50 90.00$ $64,080.00 100.00$ $71,200.00 $104.00 $74,048.00 88.85$ $63,261.20 3,000.00$ $3,000.00 5,000.00$ $5,000.00 $3,100.00 $3,100.00 3,500.00$ $3,500.00 110.00$ $3,630.00 100.00$ $3,300.00 $115.00 $3,795.00 50.00$ $1,650.00 5,000.00$ $5,000.00 20,000.00$ $20,000.00 $12,250.00 $12,250.00 5,000.00$ $5,000.00 7,500.00$ $7,500.00 10,000.00$ $10,000.00 $6,335.00 $6,335.00 12,000.00$ $12,000.00 58.00$ $4,756.00 55.00$ $4,510.00 $60.00 $4,920.00 55.00$ $4,510.00 58.00$ $464.00 55.00$ $440.00 $60.00 $480.00 55.00$ $440.00 1,500.00$ $1,500.00 500.00$ $500.00 $800.00 $800.00 2,000.00$ $2,000.00 200.00$ $1,800.00 300.00$ $2,700.00 $150.00 $1,350.00 350.00$ $3,150.00 150.00$ $4,050.00 150.00$ $4,050.00 $100.00 $2,700.00 250.00$ $6,750.00 4.00$ $2,000.00 2.00$ $1,000.00 $4.00 $2,000.00 4.00$ $2,000.00 3.00$ $19,482.00 1.50$ $9,741.00 $2.00 $12,988.00 2.00$ $12,988.00 20.00$ $140,320.00 20.00$ $140,320.00 $6.00 $42,096.00 40.00$ $280,640.00 0.50$ $1,575.00 2.00$ $6,300.00 $3.00 $9,450.00 1.00$ $3,150.00 50.00$ $26,550.00 20.00$ $10,620.00 $33.00 $17,523.00 59.00$ $31,329.00 0.40$ $874.80 0.40$ $874.80 $0.45 $984.15 0.40$ $874.80 0.80$ $7,104.00 0.80$ $7,104.00 $0.85 $7,548.00 0.80$ $7,104.00 10.00$ $920.00 10.60$ $975.20 $12.00 $1,104.00 10.60$ $975.20 10.00$ $1,920.00 5.50$ $1,056.00 $6.00 $1,152.00 5.50$ $1,056.00 $5,172,404.80 $5,210,311.48 $5,538,486.86 $5,651,131.00 ABSTRACT OF BIDS DRIVER AVENUE IMPROVEMENTS CITY PROJECT NO. 2022-15 CITY OF ROSEMOUNT, MN BMI PROJECT NO. 0T1.124440 BID DATE: 07/12/2210/21/2016 BID TIME: 11:00 am ITEM MNDOT APPROX. NO.SPEC NO.ITEM NOTES QUANT.UNIT 1 2021.501 MOBILIZATION 1.00 LUMP SUM 2 2102.518 PAVEMENT MARKING REMOVAL 2948.00 SQ FT 3 2104.502 REMOVE PIPE APRON 3.00 EACH 4 2104.502 REMOVE GATE VALVE AND BOX 2.00 EACH 5 2104.502 REMOVE HYDRANT 1.00 EACH 6 2104.502 REMOVE CURB STOP STAND PIPE AND BOX 2.00 EACH 7 2104.502 SALVAGE GATE 1.00 EACH 8 2104.503 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) 2655.00 LIN FT 9 2104.503 REMOVE CURB AND GUTTER 152.00 LIN FT 10 2104.503 REMOVE WATERMAIN 93.00 LIN FT 11 2104.503 REMOVE PIPE CULVERT 37.00 LIN FT 12 2104.503 SALVAGE CHAIN LINK FENCE 33.00 LIN FT 13 2104.504 REMOVE BITUMINOUS PAVEMENT 4035.00 SQ YD 14 2104.603 ABANDON WATERMAIN 2712.00 LIN FT 15 2106.507 EXCAVATION-COMMON (P) 4294.00 CU YD 16 2106.507 EXCAVATION-SUBGRADE (6)(EV) 345.00 CU YD 17 2106.507 STABILIZING AGGREGATE (1)(CV) 345.00 CU YD 18 2106.507 SELECT GRANULAR EMBANKMENT (CV)(P) 13579.00 CU YD 19 2108.504 GEOTEXTILE FABRIC TYPE V (1) 1034.00 SQ YD 20 2112.604 SUBGRADE PREPARATION 15131.00 SQ YD 21 2118.507 AGGREGATE SURFACING CLASS 2 (CV) 30.00 CU YD 22 2211.507 AGGREGATE BASE CLASS 5 (CV) 8622.00 TON 23 2357.506 BITUMINOUS MATERIAL FOR TACK COAT 881.00 GAL 24 2360.509 TYPE SP 12.5 WEARING COURSE MIXTURE (SPWEB540C) (8) 2844.00 TON 25 2360.509 TYPE SP 12.5 WEARING COURSE MIXTURE (SPWEB340C) (9) 846.00 TON 26 2360.509 TYPE SP 12.5 WEARING COURSE MIXTURE (SPWEB240B) (10) 71.00 TON 27 2360.509 TYPE SP 12.5 NON WEARING COURSE MIXTURE (SPNWB530B) (8) 1422.00 TON 28 2360.509 TYPE SP 12.5 NON WEARING COURSE MIXTURE (SPNWB330B) (9) 401.00 TON 29 2360.509 TYPE SP 12.5 NON WEARING COURSE MIXTURE (SPNWB230B) (10) 118.00 TON 30 2451.507 SHEET PILING - APRON 1.00 EACH 31 2452.601 COARSE AGGREGATE BEDDING 2400.00 CU YD 32 2501.502 15" RC PIPE APRON WITH TRASH GUARD 1.00 EACH 33 2501.502 18" RC PIPE APRON WITH TRASH GUARD 4.00 EACH 34 2501.502 21" RC PIPE APRON WITH TRASH GUARD 2.00 EACH 35 2501.502 36" RC PIPE APRON WITH TRASH GUARD 1.00 EACH 36 2503.503 15" RC PIPE SEWER CL V 2671.00 LIN FT 8 9 10 11 UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT 419,000.00$ $419,000.00 305,000.00$ $305,000.00 291,001.14$ $291,001.14 134,953.95$ $134,953.95 3.33$ $9,816.84 1.00$ $2,948.00 3.00$ $8,844.00 2.63$ $7,753.24 243.41$ $730.23 400.00$ $1,200.00 458.30$ $1,374.90 250.00$ $750.00 265.40$ $530.80 400.00$ $800.00 416.65$ $833.30 500.00$ $1,000.00 294.88$ $294.88 600.00$ $600.00 625.58$ $625.58 750.00$ $750.00 147.44$ $294.88 300.00$ $600.00 833.29$ $1,666.58 500.00$ $1,000.00 294.88$ $294.88 860.00$ $860.00 840.00$ $840.00 882.00$ $882.00 2.05$ $5,442.75 1.90$ $5,044.50 1.53$ $4,062.15 2.50$ $6,637.50 5.12$ $778.24 4.70$ $714.40 9.91$ $1,506.93 10.00$ $1,520.00 9.50$ $883.50 28.00$ $2,604.00 16.67$ $1,550.31 10.00$ $930.00 13.04$ $482.48 21.50$ $795.50 28.30$ $1,047.10 20.00$ $740.00 27.75$ $915.75 51.00$ $1,683.00 50.30$ $1,659.90 52.82$ $1,743.06 3.65$ $14,727.75 3.80$ $15,333.00 4.70$ $18,964.50 3.94$ $15,897.90 1.37$ $3,715.44 8.00$ $21,696.00 0.87$ $2,359.44 11.45$ $31,052.40 21.47$ $92,192.18 19.50$ $83,733.00 31.08$ $133,457.52 30.00$ $128,820.00 21.47$ $7,407.15 11.50$ $3,967.50 30.97$ $10,684.65 30.00$ $10,350.00 58.32$ $20,120.40 45.00$ $15,525.00 43.30$ $14,938.50 72.03$ $24,850.35 16.96$ $230,299.84 17.70$ $240,348.30 24.22$ $328,883.38 24.90$ $338,117.10 1.85$ $1,912.90 1.80$ $1,861.20 4.17$ $4,311.78 3.73$ $3,856.82 1.03$ $15,584.93 1.25$ $18,913.75 1.34$ $20,275.54 1.00$ $15,131.00 95.00$ $2,850.00 100.00$ $3,000.00 101.00$ $3,030.00 60.64$ $1,819.20 15.23$ $131,313.06 15.50$ $133,641.00 25.74$ $221,930.28 26.32$ $226,931.04 0.01$ $8.81 3.40$ $2,995.40 0.01$ $8.81 0.01$ $8.81 110.44$ $314,091.36 100.00$ $284,400.00 99.50$ $282,978.00 104.48$ $297,141.12 99.90$ $84,515.40 99.00$ $83,754.00 90.00$ $76,140.00 94.50$ $79,947.00 115.44$ $8,196.24 129.00$ $9,159.00 104.00$ $7,384.00 109.20$ $7,753.20 82.14$ $116,803.08 88.00$ $125,136.00 74.00$ $105,228.00 77.70$ $110,489.40 88.80$ $35,608.80 90.00$ $36,090.00 80.00$ $32,080.00 84.00$ $33,684.00 97.72$ $11,530.96 123.00$ $14,514.00 88.04$ $10,388.72 92.44$ $10,907.92 5,760.00$ $5,760.00 4,200.00$ $4,200.00 9,892.41$ $9,892.41 2,112.50$ $2,112.50 56.42$ $135,408.00 52.00$ $124,800.00 47.66$ $114,384.00 68.03$ $163,272.00 2,429.23$ $2,429.23 2,600.00$ $2,600.00 2,959.44$ $2,959.44 2,188.49$ $2,188.49 3,264.01$ $13,056.04 3,350.00$ $13,400.00 3,184.52$ $12,738.08 3,004.97$ $12,019.88 3,409.00$ $6,818.00 3,360.00$ $6,720.00 3,867.83$ $7,735.66 3,023.28$ $6,046.56 8,093.70$ $8,093.70 6,600.00$ $6,600.00 7,819.08$ $7,819.08 6,104.22$ $6,104.22 85.36$ $227,996.56 73.00$ $194,983.00 74.20$ $198,188.20 84.56$ $225,859.76 MINGER CONSTRUCTION CO., INC.S.M. HENTGES & SONS, INC.MEYER CONTRACTING, INC NORTHDALE CONSTRUCTION CO., INC. ITEM MNDOT APPROX. NO.SPEC NO.ITEM NOTES QUANT.UNIT 37 2503.503 18" RC PIPE SEWER CL V 500.00 LIN FT 38 2503.503 21" RC PIPE SEWER CL III 281.00 LIN FT 39 2503.503 24" RC PIPE SEWER CL III 1433.00 LIN FT 40 2503.503 36" RC PIPE SEWER CL III 130.00 LIN FT 41 2503.503 8" PVC PIPE SEWER 209.00 LIN FT 42 2503.503 30" PVC PIPE SEWER 4039.00 LIN FT 43 2503.602 CONNECT TO EXISTING STORM SEWER 1.00 EACH 44 2503.602 CONNECT TO EXISTING SANITARY SEWER 2.00 EACH 45 2503.603 48" RCP OR STEEL CASING PIPE 100.00 LIN FT 46 2503.603 24" STEEL CASING PIPE 60.00 LIN FT 47 2503.601 SANITARY SEWER BYPASS PUMPING 1.00 LUMP SUM 48 2503.601 TRENCHLESS SANITARY SEWER PIT 2.00 EACH 49 2503.601 TRENCHLESS WATERMAIN PIT 2.00 EACH 50 2504.602 6" GATE VALVE & BOX (3) 15.00 EACH 51 2504.602 10" GATE VALVE & BOX (3) 3.00 EACH 52 2504.602 12" GATE VALVE & BOX (3) 8.00 EACH 53 2504.602 16" BUTTERFLY VALVE & BOX (3) 3.00 EACH 54 2504.602 HYDRANT 15.00 EACH 55 2504.602 CONNECT TO EXISTING WATERMAIN 4.00 EACH 56 2504.603 6" DUCTILE IRON WATERMAIN CL 52 (3) 167.00 LIN FT 57 2504.603 10" DUCTILE IRON WATERMAIN CL 52 (3) 132.00 LIN FT 58 2504.603 12" DUCTILE IRON WATERMAIN CL 52 (3) 5548.00 LIN FT 59 2504.603 16" DUCTILE IRON WATERMAIN CL 52 (3) 263.00 LIN FT 60 2504.604 4" POLYSTYRENE INSULATION 20.00 SQ YD 61 2504.608 DUCTILE IRON FITTINGS (3) 5000.00 LB 62 2506.502 CASTING ASSEMBLY TYPE R-1642 (SANITARY)14.00 EACH 63 2506.502 CASTING ASSEMBLY TYPE R-1642 (STORM)6.00 EACH 64 2506.502 CASTING ASSEMBLY TYPE R-3067-V 23.00 EACH 65 2506.502 CASTING ASSEMBLY TYPE R-3067-VB 2.00 EACH 66 2506.502 CASTING ASSEMBLY TYPE R-4342 1.00 EACH 67 2506.503 CONSTRUCT DRAINAGE STRUCTURE DESIGN H 3.00 LIN FT 68 2506.503 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL (R-1 2'X3') 37.00 LIN FT 69 2506.503 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 2 (POND SKIMMER) 4.00 LIN FT 70 2506.503 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4020 76.00 LIN FT 71 2506.503 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4022 55.00 LIN FT 72 2506.503 CONSTRUCT DRAINAGE STRUCTURE DESIGN 60-4020 7.00 LIN FT 73 2506.503 CONSTRUCT DRAINAGE STRUCTURE DESIGN 60-4022 26.00 LIN FT 74 2506.503 CONSTRUCT DRAINAGE STRUCTURE DESIGN 72-4022 7.00 LIN FT 75 2506.503 CONSTRUCT DRAINAGE STRUCTURE SANITARY (60") 151.70 LIN FT 76 2506.503 CONSTRUCT DRAINAGE STRUCTURE SANITARY (72") 16.90 LIN FT 77 2506.503 CONSTRUCT DRAINAGE STRUCTURE SANITARY (72" POLYMER CONCRETE) 15.00 LIN FT 78 2506.503 CONSTRUCT DRAINAGE STRUCTURE SANITARY (96" POLYMER CONCRETE) 20.00 LIN FT 79 2511.507 RANDOM RIPRAP CLASS III 3.00 CU YD 80 2511.507 GROUTED RANDOM RIPRAP CLASS III 21.00 CU YD 8 9 10 11 UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT MINGER CONSTRUCTION CO., INC.S.M. HENTGES & SONS, INC.MEYER CONTRACTING, INC NORTHDALE CONSTRUCTION CO., INC. 104.02$ $52,010.00 78.00$ $39,000.00 87.58$ $43,790.00 94.39$ $47,195.00 106.25$ $29,856.25 90.00$ $25,290.00 98.17$ $27,585.77 116.60$ $32,764.60 112.95$ $161,857.35 104.00$ $149,032.00 133.12$ $190,760.96 124.48$ $178,379.84 232.29$ $30,197.70 185.00$ $24,050.00 222.39$ $28,910.70 231.75$ $30,127.50 88.58$ $18,513.22 69.00$ $14,421.00 99.35$ $20,764.15 62.71$ $13,106.39 273.56$ $1,104,908.84 295.00$ $1,191,505.00 259.02$ $1,046,181.78 287.08$ $1,159,516.12 3,650.00$ $3,650.00 2,650.00$ $2,650.00 1,172.30$ $1,172.30 2,000.00$ $2,000.00 34,575.44$ $69,150.88 7,500.00$ $15,000.00 9,999.92$ $19,999.84 13,062.50$ $26,125.00 1,233.93$ $123,393.00 2,200.00$ $220,000.00 1,035.53$ $103,553.00 1,184.20$ $118,420.00 604.92$ $36,295.20 1,060.00$ $63,600.00 548.22$ $32,893.20 581.75$ $34,905.00 39,118.68$ $39,118.68 155,000.00$ $155,000.00 57,123.86$ $57,123.86 92,635.35$ $92,635.35 31,132.60$ $62,265.20 43,500.00$ $87,000.00 34,060.92$ $68,121.84 35,227.50$ $70,455.00 14,478.73$ $28,957.46 8,250.00$ $16,500.00 14,385.79$ $28,771.58 14,878.50$ $29,757.00 2,355.40$ $35,331.00 2,400.00$ $36,000.00 2,595.10$ $38,926.50 2,298.90$ $34,483.50 4,776.94$ $14,330.82 4,400.00$ $13,200.00 4,951.92$ $14,855.76 4,159.02$ $12,477.06 5,704.50$ $45,636.00 5,200.00$ $41,600.00 6,197.59$ $49,580.72 5,068.79$ $40,550.32 6,011.39$ $18,034.17 12,400.00$ $37,200.00 7,059.30$ $21,177.90 10,817.86$ $32,453.58 6,334.63$ $95,019.45 6,350.00$ $95,250.00 6,884.05$ $103,260.75 5,843.44$ $87,651.60 4,500.00$ $18,000.00 4,000.00$ $16,000.00 1,330.12$ $5,320.48 3,075.00$ $12,300.00 80.36$ $13,420.12 63.00$ $10,521.00 108.66$ $18,146.22 91.74$ $15,320.58 106.84$ $14,102.88 87.00$ $11,484.00 107.89$ $14,241.48 118.48$ $15,639.36 120.14$ $666,536.72 100.00$ $554,800.00 107.75$ $597,797.00 110.40$ $612,499.20 166.84$ $43,878.92 129.00$ $33,927.00 165.53$ $43,534.39 166.21$ $43,713.23 50.12$ $1,002.40 60.00$ $1,200.00 61.88$ $1,237.60 67.35$ $1,347.00 11.02$ $55,100.00 16.00$ $80,000.00 23.41$ $117,050.00 14.17$ $70,850.00 1,162.53$ $16,275.42 1,200.00$ $16,800.00 1,128.87$ $15,804.18 1,284.75$ $17,986.50 961.03$ $5,766.18 1,050.00$ $6,300.00 1,052.59$ $6,315.54 1,284.75$ $7,708.50 1,246.18$ $28,662.14 1,100.00$ $25,300.00 1,141.94$ $26,264.62 1,467.50$ $33,752.50 1,246.18$ $2,492.36 1,100.00$ $2,200.00 1,141.95$ $2,283.90 1,467.50$ $2,935.00 874.33$ $874.33 700.00$ $700.00 799.54$ $799.54 1,209.50$ $1,209.50 568.97$ $1,706.91 1,150.00$ $3,450.00 717.10$ $2,151.30 656.20$ $1,968.60 639.22$ $23,651.14 665.00$ $24,605.00 800.58$ $29,621.46 634.28$ $23,468.36 6,225.45$ $24,901.80 5,350.00$ $21,400.00 6,295.55$ $25,182.20 1,832.67$ $7,330.68 491.38$ $37,344.88 450.00$ $34,200.00 568.39$ $43,197.64 453.87$ $34,494.12 621.92$ $34,205.60 840.00$ $46,200.00 992.47$ $54,585.85 773.42$ $42,538.10 1,094.36$ $7,660.52 980.00$ $6,860.00 1,238.16$ $8,667.12 1,132.17$ $7,925.19 1,200.23$ $31,205.98 860.00$ $22,360.00 1,403.32$ $36,486.32 1,200.76$ $31,219.76 1,314.25$ $9,199.75 1,200.00$ $8,400.00 1,689.21$ $11,824.47 1,451.54$ $10,160.78 1,059.28$ $160,692.78 1,200.00$ $182,040.00 1,533.54$ $232,638.02 1,244.90$ $188,851.33 1,193.35$ $20,167.62 1,300.00$ $21,970.00 1,759.44$ $29,734.54 1,422.48$ $24,039.91 3,533.82$ $53,007.30 3,000.00$ $45,000.00 3,329.36$ $49,940.40 3,819.81$ $57,297.15 5,328.08$ $106,561.60 4,050.00$ $81,000.00 5,512.34$ $110,246.80 4,537.81$ $90,756.20 200.00$ $600.00 135.00$ $405.00 370.42$ $1,111.26 250.00$ $750.00 275.00$ $5,775.00 265.00$ $5,565.00 402.23$ $8,446.83 500.00$ $10,500.00 ITEM MNDOT APPROX. NO.SPEC NO.ITEM NOTES QUANT.UNIT 81 2531.503 CONCRETE CURB AND GUTTER DESIGN B612 150.00 LIN FT 82 2531.503 CONCRETE CURB AND GUTTER DESIGN B418 1076.00 LIN FT 83 2531.503 CONCRETE CURB AND GUTTER DESIGN B618 5459.00 LIN FT 84 2531.604 8" CONCRETE VALLEY GUTTER 712.00 SQ YD 85 2557.602 INSTALL GATE 1.00 EACH 86 2557.603 INSTALL CHAIN LINK FENCE 33.00 LIN FT 87 2563.601 TRAFFIC CONTROL 1.00 LUMP SUM 88 2563.601 TEMPORARY ACCESS ROAD 1.00 LUMP SUM 89 2564.518 SIGN PANELS TYPE C (7) 82.00 SQ FT 90 2564.518 SIGN PANELS TYPE D (7) 8.00 SQ FT 91 2573.501 STABILIZED CONSTRUCTION EXIT 1.00 LUMP SUM 92 2573.502 CULVERT END CONTROL 9.00 EACH 93 2573.502 STORM DRAIN INLET PROTECTION 27.00 EACH 94 2573.503 SEDIMENT CONTROL LOG TYPE WOOD FIBER (2) 500.00 LIN FT 95 2573.503 SILT FENCE TYPE MACHINE SLICED 6494.00 LIN FT 96 2574.507 COMMON TOPSOIL BORROW (LV) 7016.00 CU YD 97 2574.508 FERTILIZER TYPE 3 3150.00 POUND 98 2575.508 SEED MIXTURE 25-141 531.00 POUND 99 2582.503 4" SOLID LINE MULTI COMP (4) 2187.00 LIN FT 100 2582.503 4" DOUBLE SOLID LINE MULTI COMP (5) 8880.00 LIN FT 101 2582.503 24" SOLID LINE MULTI COMP (4) 92.00 LIN FT 102 2582.518 PAVT MSSG MULTI COMP (4) 192.00 SQ FT 8 9 10 11 UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT MINGER CONSTRUCTION CO., INC.S.M. HENTGES & SONS, INC.MEYER CONTRACTING, INC NORTHDALE CONSTRUCTION CO., INC. 31.10$ $4,665.00 41.00$ $6,150.00 26.85$ $4,027.50 23.15$ $3,472.50 17.38$ $18,700.88 19.00$ $20,444.00 16.83$ $18,109.08 15.49$ $16,667.24 20.39$ $111,309.01 19.50$ $106,450.50 15.97$ $87,180.23 15.23$ $83,140.57 109.95$ $78,284.40 147.50$ $105,020.00 96.98$ $69,049.76 93.29$ $66,422.48 3,884.87$ $3,884.87 2,850.00$ $2,850.00 2,805.00$ $2,805.00 2,945.25$ $2,945.25 83.25$ $2,747.25 108.00$ $3,564.00 105.90$ $3,494.70 111.20$ $3,669.60 35,000.00$ $35,000.00 20,000.00$ $20,000.00 4,250.00$ $4,250.00 12,600.00$ $12,600.00 5,000.00$ $5,000.00 7,500.00$ $7,500.00 11,759.19$ $11,759.19 12,726.75$ $12,726.75 61.05$ $5,006.10 51.00$ $4,182.00 55.00$ $4,510.00 54.60$ $4,477.20 61.05$ $488.40 51.00$ $408.00 55.00$ $440.00 170.63$ $1,365.04 2,225.39$ $2,225.39 6,000.00$ $6,000.00 6,989.36$ $6,989.36 12,000.00$ $12,000.00 277.49$ $2,497.41 155.00$ $1,395.00 100.00$ $900.00 367.50$ $3,307.50 194.24$ $5,244.48 130.00$ $3,510.00 378.50$ $10,219.50 367.50$ $9,922.50 3.33$ $1,665.00 3.10$ $1,550.00 3.00$ $1,500.00 3.15$ $1,575.00 2.22$ $14,416.68 1.85$ $12,013.90 1.80$ $11,689.20 1.89$ $12,273.66 12.50$ $87,700.00 29.00$ $203,464.00 29.52$ $207,112.32 53.00$ $371,848.00 0.94$ $2,961.00 0.80$ $2,520.00 0.80$ $2,520.00 0.84$ $2,646.00 66.60$ $35,364.60 60.00$ $31,860.00 58.66$ $31,148.46 61.58$ $32,698.98 0.44$ $962.28 0.40$ $874.80 0.39$ $852.93 0.42$ $918.54 0.89$ $7,903.20 0.85$ $7,548.00 0.78$ $6,926.40 0.84$ $7,459.20 11.77$ $1,082.84 11.00$ $1,012.00 9.80$ $901.60 11.13$ $1,023.96 6.17$ $1,184.64 5.60$ $1,075.20 9.41$ $1,806.72 5.78$ $1,109.76 $5,709,516.05 $5,808,595.95 $5,820,023.59 $5,986,854.56