BID TABULATION PAGE 1 OF 6
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1 BID TABULATION PAGE 1 OF 6 BID PRE-BID ESTIMATE R.G. Huston Company, Inc. Kopplin & Kinas Co., Inc. Cottage Grove, WI Green Lake, WI NO. DESCRIPTION OF WORK QUANT. UNITS UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT CONTRACT A BASE BID Whistle Street and Whistle Stop Campground A1. 8" Sanitary Sewer Main 109 lineal ft. $ $ 9, $ $ 12, $ $ 7, A2. 48" Sanitary Manhole Masonry 13 vert. ft. $ $ 4, $ $ 3, $ $ 5, A3. Sanitary Manhole Castings 1 each $ $ $ $ $ $ A4. 6" D.I. Water Main & Hydrant Leads 13 lineal ft. $ $ 1, $ $ 1, $ $ A5. Hydrant Relocation 1 each $ 3, $ 3, $ 1, $ 1, $ 2, $ 2, A6. 18" CL III RCP Storm Sewer 22 lineal ft. $ $ 2, $ $ 1, $ $ A7. 15" CL III RCP Storm Sewer 88 lineal ft. $ $ 8, $ $ 4, $ $ 2, A8. 18" RCP Endwall w/ Grate & Rip- 1 each $ 3, $ 3, $ 2, $ 2, $ $ Rap A9. Rectangular Curb Inlets with Casting 3 each $ 2, $ 6, $ 1, $ 5, $ 1, $ 4, A10. Excavation/Fill to 1 lump sum $ 28, $ 28, $ 17, $ 17, $ 20, $ 20, A11. Excavation and Disposal of Bad 600 cu. yd. $ $ 9, $ 8.50 $ 5, $ 9.38 $ 5, Subbase Below A12. 3" Breaker Run Base Course & 2,700 tons $ $ 32, $ $ 27, $ $ 30, A13. ¾" Crushed Aggregate Base Course 2,100 tons $ $ 27, $ $ 21, $ $ 25, A14. Sawcutting Existing Concrete and 35 lineal ft. $ 5.00 $ $ 2.00 $ $ 5.00 $ A15. 30" Concrete Curb & Gutter 880 lineal ft. $ $ 15, $ $ 13, $ $ 13, A16. 6" Thick Concrete Sidewalk and 660 sq. ft. $ 6.25 $ 4, $ 5.50 $ 3, $ 4.92 $ 3, Driveways A17. 4" Thick Concrete Sidewalk 4,500 sq. ft. $ 4.50 $ 20, $ 3.65 $ 16, $ 4.32 $ 19, A18. Topsoil Restoration, Seeding, 1,750 sq. yds. $ 4.50 $ 7, $ 4.70 $ 8, $ 6.42 $ 11, A19. 1¾" Hot Mix Asphalt Lower Course, 220 tons $ $ 16, $ $ 13, $ $ 13, A20. Clean & Tack 1,900 sq. yd. $ 0.25 $ $ 0.25 $ $ 0.25 $ A21. 1¾" Hot Mix Asphalt Surface 220 tons $ $ 16, $ $ 13, $ $ 13, A22. 3" Hot-Mix Asphalt Driveway and 3,700 sq. yd. $ $ 51, $ $ 39, $ $ 39, Parking Lot A23. Grading & Preparation of Existing 1 lump sum $ 35, $ 35, $ 29, $ 29, $ 17, $ 17, Base Course for Paving A24. Casting Adjustments 8 each $ $ 2, $ $ 3, $ $ 3, A25. 2" Hot-Mix Asphalt Campground Driving Lanes 8,000 sq. yds. $ $ 80, $ 7.20 $ 57, $ 7.40 $ 59,200.00
2 BID TABULATION PAGE 2 OF 6 BID PRE-BID ESTIMATE R.G. Huston Company, Inc. Kopplin & Kinas Co., Inc. Cottage Grove, WI Green Lake, WI NO. DESCRIPTION OF WORK QUANT. UNITS UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT A26. ¾" Crushed Aggregate Base Course 900 tons $ $ 16, $ $ 9, $ $ 28, for Finishing Campsites A27. Erosion Control 1 lump sum $ 5, $ 5, $ 12, $ 12, $ 1, $ 1, A28. Traffic Control 1 lump sum $ 2, $ 2, $ $ $ 1, $ 1, A29. Tree & Planting Allowance 1 allowance $ 5, $ 5, $ 5, $ 5, $ 5, $ 5, CONTRACT A BASE BID TOTAL $ 414, $ 329, $ 337, CONTRACT A ALTERNATE BID Alt. A1 Add/Deduct to Extend Completion Date for Whistle Street to June 8, lump sum CONTRACT A SUPPLEMENTAL BID S SA1. Removal and Replacement of 250 cu. yd. in $ $ 4, $ 5.00 $ 1, $ $ 2, SA2. Erosion Mat 1,000 sq. yd. $ 3.50 $ 3, $ 6.75 $ 6, $ 2.10 $ 2, TOTAL OF CONTRACT A SUPPLEMENTAL BID S $ 7, $ 8, $ 4, CONTRACT B BASE BID Firemen's Park B1. 18" CL III RCP Storm Sewer 27 lineal ft. $ $ 2, $ $ 1, $ $ B2. 15" CL III RCP Storm Sewer 59 lineal ft. $ $ 5, $ $ 3, $ $ 1, B3. Rectangular Curb Inlets with Casting 2 each $ 2, $ 5, $ 3, $ 7, $ 1, $ 2, B4. Area Inlet with Turtle Back Casting 2 each $ 3, $ 6, $ 2, $ 4, $ $ 1, B5. Infiltration Trench 2,300 sq. ft. $ 6.00 $ 13, $ 7.00 $ 16, $ 6.84 $ 15, B6. Excavation/Fill to 1 lump sum $ 35, $ 35, $ 42, $ 42, $ 34, $ 34, B7. Excavation and Disposal of Bad 375 cu. yd. $ $ 6, $ $ 4, $ 9.38 $ 3, Subbase Below B8. 3" Breaker Run Base Course & 3,300 tons $ $ 39, $ $ 34, $ $ 37, B9. ¾" Crushed Aggregate Base Course 1,300 tons $ $ 16, $ $ 14, $ $ 15, B10. Sawcutting Existing Concrete and 66 lineal ft. $ 5.00 $ $ 2.00 $ $ 5.00 $ B11. 30" Concrete Curb & Gutter 1,360 lineal ft. $ $ 23, $ $ 22, $ $ 21,705.60
3 BID TABULATION PAGE 3 OF 6 BID PRE-BID ESTIMATE R.G. Huston Company, Inc. Kopplin & Kinas Co., Inc. Cottage Grove, WI Green Lake, WI NO. DESCRIPTION OF WORK QUANT. UNITS UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT B12. Concrete Valley Gutter 75 sq. ft. $ $ $ 9.09 $ $ 8.60 $ B13. Topsoil Restoration, Seeding, 1,000 sq. yds. $ 4.50 $ 4, $ 6.40 $ 6, $ 6.42 $ 6, B14. 1¾" Hot Mix Asphalt Lower Course, 150 tons $ $ 10, $ $ 8, $ $ 9, B15. Clean & Tack 1,300 sq. yd. $ 0.25 $ $ 0.25 $ $ 0.25 $ B16. 1¾" Hot Mix Asphalt Surface 150 tons $ $ 11, $ $ 9, $ $ 9, B17. 3" Hot-Mix Asphalt Parking Lot 2,400 sq. yd. $ $ 33, $ $ 25, $ $ 25, B18. Erosion Control 1 lump sum $ 2, $ 2, $ 5, $ 5, $ 2, $ 2, B19. Traffic Control 1 lump sum $ 2, $ 2, $ 1, $ 1, $ 2, $ 2, B20. Lighting Allowance 1 allowance $ 10, $ 10, $ 10, $ 10, $ 10, $ 10, CONTRACT B BASE BID TOTAL $ 230, $ 219, $ 201, CONTRACT B SUPPLEMENTAL BID S SB1. Removal and Replacement of 150 cu. yd. in $ $ 2, $ $ 2, $ $ 2, SB2. Erosion Mat 500 sq. yd. $ 3.50 $ 1, $ 8.50 $ 4, $ 2.10 $ 1, TOTAL OF CONTRACT B SUPPLEMENTAL BID S $ 4, $ 6, $ 3, ALTERNATE BID (OPTIONAL - May be filled out by either A or B)
4 BID TABULATION PAGE 4 OF 6 BID Polocki Paving Corp. McGuire, Inc. Wauwatosa, WI Monroe, WI NO. DESCRIPTION OF WORK QUANT. UNITS UNIT PRICE AMOUNT UNIT PRICE AMOUNT CONTRACT A BASE BID Whistle Street and Whistle Stop Campground A1. 8" Sanitary Sewer Main 109 lineal ft. $ $ 10, A2. 48" Sanitary Manhole Masonry 13 vert. ft. $ $ 2, A3. Sanitary Manhole Castings 1 each $ $ A4. 6" D.I. Water Main & Hydrant Leads 13 lineal ft. $ $ 1, A5. Hydrant Relocation 1 each $ $ A6. 18" CL III RCP Storm Sewer 22 lineal ft. $ $ 1, A7. 15" CL III RCP Storm Sewer 88 lineal ft. $ $ 4, A8. 18" RCP Endwall w/ Grate & Rip- 1 each $ 1, $ 1, Rap A9. Rectangular Curb Inlets with Casting 3 each $ 1, $ 4, A10. Excavation/Fill to 1 lump sum $ 16, $ 16, A11. Excavation and Disposal of Bad 600 cu. yd. $ $ 10, Subbase Below A12. 3" Breaker Run Base Course & 2,700 tons $ $ 53, A13. ¾" Crushed Aggregate Base Course 2,100 tons $ $ 26, A14. Sawcutting Existing Concrete and 35 lineal ft. $ 2.40 $ A15. 30" Concrete Curb & Gutter 880 lineal ft. $ $ 14, A16. 6" Thick Concrete Sidewalk and 660 sq. ft. $ 6.70 $ 4, Driveways A17. 4" Thick Concrete Sidewalk 4,500 sq. ft. $ 6.00 $ 27, A18. Topsoil Restoration, Seeding, 1,750 sq. yds. $ 6.80 $ 11, A19. 1¾" Hot Mix Asphalt Lower Course, 220 tons $ $ 17, A20. Clean & Tack 1,900 sq. yd. $ 0.50 $ A21. 1¾" Hot Mix Asphalt Surface 220 tons $ $ 18, A22. 3" Hot-Mix Asphalt Driveway and 3,700 sq. yd. $ $ 50, Parking Lot A23. Grading & Preparation of Existing 1 lump sum $ 9, $ 9, Base Course for Paving A24. Casting Adjustments 8 each $ $ A25. 2" Hot-Mix Asphalt Campground Driving Lanes 8,000 sq. yds. $ 9.20 $ 73,600.00
5 BID TABULATION PAGE 5 OF 6 BID Polocki Paving Corp. McGuire, Inc. Wauwatosa, WI Monroe, WI NO. DESCRIPTION OF WORK QUANT. UNITS UNIT PRICE AMOUNT UNIT PRICE AMOUNT A26. ¾" Crushed Aggregate Base Course 900 tons $ $ 20, for Finishing Campsites A27. Erosion Control 1 lump sum $ 3, $ 3, A28. Traffic Control 1 lump sum $ 1, $ 1, A29. Tree & Planting Allowance 1 allowance $ 5, $ 5, CONTRACT A BASE BID TOTAL $ 395, CONTRACT A ALTERNATE BID Alt. A1 Add/Deduct to Extend Completion Date for Whistle Street to June 8, lump sum CONTRACT A SUPPLEMENTAL BID S SA1. Removal and Replacement of 250 cu. yd. in $ $ 5, SA2. Erosion Mat 1,000 sq. yd. $ 0.85 $ TOTAL OF CONTRACT A SUPPLEMENTAL BID S $ 5, CONTRACT B BASE BID Firemen's Park B1. 18" CL III RCP Storm Sewer 27 lineal ft. $ $ 1, $ $ 2, B2. 15" CL III RCP Storm Sewer 59 lineal ft. $ $ 3, $ $ 4, B3. Rectangular Curb Inlets with Casting 2 each $ 1, $ 3, $ 2, $ 4, B4. Area Inlet with Turtle Back Casting 2 each $ 2, $ 4, $ 2, $ 4, B5. Infiltration Trench 2,300 sq. ft. $ 3.97 $ 9, $ 8.00 $ 18, B6. Excavation/Fill to 1 lump sum $ 21, $ 21, $ 61, $ 61, B7. Excavation and Disposal of Bad 375 cu. yd. $ $ 6, $ $ 5, Subbase Below B8. 3" Breaker Run Base Course & 3,300 tons $ $ 65, $ $ 54, B9. ¾" Crushed Aggregate Base Course 1,300 tons $ $ 16, $ $ 21, B10. Sawcutting Existing Concrete and 66 lineal ft. $ 2.00 $ $ 4.00 $ B11. 30" Concrete Curb & Gutter 1,360 lineal ft. $ $ 30, $ $ 28,560.00
6 BID TABULATION PAGE 6 OF 6 BID Polocki Paving Corp. McGuire, Inc. Wauwatosa, WI Monroe, WI NO. DESCRIPTION OF WORK QUANT. UNITS UNIT PRICE AMOUNT UNIT PRICE AMOUNT B12. Concrete Valley Gutter 75 sq. ft. $ $ 1, $ $ 1, B13. Topsoil Restoration, Seeding, 1,000 sq. yds. $ 6.00 $ 6, $ 5.00 $ 5, B14. 1¾" Hot Mix Asphalt Lower Course, 150 tons $ $ 12, $ $ 9, B15. Clean & Tack 1,300 sq. yd. $ 0.50 $ $ 0.25 $ B16. 1¾" Hot Mix Asphalt Surface 150 tons $ $ 12, $ $ 10, B17. 3" Hot-Mix Asphalt Parking Lot 2,400 sq. yd. $ $ 34, $ $ 27, B18. Erosion Control 1 lump sum $ 2, $ 2, $ 1, $ 1, B19. Traffic Control 1 lump sum $ $ $ 1, $ 1, B20. Lighting Allowance 1 allowance $ 1, $ 10, $ 10, $ 10, CONTRACT B BASE BID TOTAL $ 242, $ 272, CONTRACT B SUPPLEMENTAL BID S SB1. Removal and Replacement of 150 cu. yd. in $ $ 3, $ 0.01 $ 1.50 SB2. Erosion Mat 500 sq. yd. $ 0.85 $ $ 7.00 $ 3, TOTAL OF CONTRACT B SUPPLEMENTAL BID S $ 4, $ 3, ALTERNATE BID (OPTIONAL - May be filled out by either A or B) $ (2,000.00)
BID TABULATION PAGE 1 OF 8
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Page 1 of 20 16 SSSEX ROTE 94 BLACK CREEK TRIBTARY CLVERT REPLACEMENT CONSTRCTION CORP INC. (2) KONKS CORPORATION (3) NORTHEAST REMSCO CONSTRCTION INC Quantity and nits nit Price nit Price nit Price 0001
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Page: 1 of 8 (F) Description 1 050000A CONTRACTOR STAKING LS 1 $ $ 2 070030 LEAD COMPLIANCE PLAN LS 1 $ $ 3 080000A POTHOLING LS 1 $ 50,000.00 $ 50,000.00 4 080050 PROGRESS SCHEDULE (CRITICAL PATH METHOD)
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Exhibit 4 Page 1 of 8
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Munilla Construction HOOD RD., E. OF FLORIDA'S TURNPIKE TO W. OF CENTRAL BLVD. AND HOOD RD. & CENTRAL
JW Cheatham, ROADWAY 1 MOBILIZATION 1.0 LS $ 1,350,116.25 $ 906,000.00 $ 1,233,000.00 $ 1,233,000.00 $ 1,159,208.36 $ 1,159,208.36 $ 1,451,835.00 $ 1,451,835.00 $ 1,556,421.65 $ 1,556,421.65 2 MAINTENANCE
AVERAGE OF BID ITEMS ENGINEERS ESTIMATE
ROADWAY 1 Mobilization 1 LS $ 990,048.50 $ 80,000.00 $ 880,000.00 $ 880,000.00 $ 950,000.00 $ 950,000.00 $ 967,510.00 $ 967,510.00 $ 1,162,684.00 $ 1,162,684.00 2 Maintenance of Traffic ( incl. Pedestrian
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Job No Wastewater Collection System Small Main Rehabilitation at Focus Areas Pipebursting Method BID PROPOSAL. Dollars Cents $ $ Dollars
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Yes GENERAL CONDITIONS 1.00 MOBLIZATION AND DEMOBILIZATION 1 LS $ 293,750.00 $ 293,750.00 1.01 STORMWATER POLLUTION PREVENTION PLAN (INCLUDES EROSION CONTROL AND SEDIMENT IMPLEMATION PLAN) 1.02 STORMWATER
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PART A - BASE BID PART A - BASE BID 106 QUALITY CONTROL & ACCEPTANCE LSUM 1.00 $ 40,000.00 $40,000.00 $ 61,320.82 $ 61,320.82 $ 45,000.00 $ 45,000.00 201(A) CLEARING & GRUBBING LSUM 1.00 $ 150,000.00 $150,000.00
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