PART II - Prospect Street 37. 8" Ductile Iron CL52 Water Main 614 lin. ft. $ $ 49, $ $ 43, $ $ 46,050.
|
|
|
- Jayson Holmes
- 5 years ago
- Views:
Transcription
1 BID TABULATION PAGE 1 OF 6 Engineer's Project Number: RI 124 Bid Deadline: Changed via addendum to July 2, 2018 at 2:00 p.m. local time BID PRE-BID ESTIMATE Kruczek Construction, Inc. Musson Bros., Inc. Green Bay, WI Rhinelander, WI BASE BID PART I - Wabash Street 1. 8" PVC SDR35 Sanitary Sewer 958 lin. ft. $ $ 71, $ $ 87, $ $ 70, " Sanitary Standard Manhole 34.7 vert. ft. $ $ 11, $ $ 8, $ $ 12, Masonry 3. Sanitary Manhole Castings 3 each $ $ 1, $ $ 2, $ $ 1, " PVC Sanitary Service Laterals 775 lin. ft. $ $ 46, $ $ 41, $ $ 37, Sanitary Service Lateral 25 each $ $ 6, $ $ 3, $ $ 3, Sanitary Lateral - Tracer Wire 25 each $ $ 5, $ $ 2, $ $ 8, System 7. 10" Ductile Iron CL52 Water Main 47 lin. ft. $ $ 4, $ $ 8, $ $ 5, " Ductile Iron CL52 Water Main 984 lin. ft. $ $ 78, $ $ 68, $ $ 74, " Ductile Iron CL52 Water Main or 27 lin. ft. $ $ 2, $ $ 2, $ $ 2, " Gate Valve with Valve Box 2 each $ 2, $ 5, $ 2, $ 4, $ 2, $ 5, " Gate Valve with Valve Box 5 each $ 2, $ 10, $ 1, $ 8, $ 1, $ 8, " Gate Valve with Valve Box 2 each $ 1, $ 2, $ 1, $ 2, $ 1, $ 2, Hydrants 2 each $ 3, $ 7, $ 4, $ 8, $ 5, $ 10, Connect Water Main to Existing 3 each $ 1, $ 3, $ 2, $ 6, $ 3, $ 9, " Corporation Stops 23 each $ $ 4, $ $ 4, $ $ 4, " Curb Stops 23 each $ $ 5, $ $ 6, $ $ 8, " Copper Water Service Laterals 750 lin. ft. $ $ 48, $ $ 25, $ $ 37, Water Service Lateral 23 each $ $ 9, $ $ 4, $ $ 3, " Circular RCP CL IV Storm Sewer 36 lin. ft. $ $ 2, $ $ 2, $ $ 2, Rectangular Street Inlets 2 each $ 1, $ 3, $ 1, $ 2, $ 2, $ 4, Excavation to Plan Subgrade 1 lump sum $ 30, $ 30, $ 86, $ 86, $ 78, $ 78, " Breaker Run 2,550 tons $ $ 30, $ $ 38, $ $ 37, ¾" Crushed Aggregate Base Course 2,450 tons $ $ 29, $ $ 37, $ $ 37, Sawcutting Existing Concrete and 600 lineal ft. $ 3.00 $ 1, $ 4.00 $ 2, $ 4.00 $ 2, " Concrete Curb & Gutter 2,000 lineal ft. $ $ 48, $ $ 30, $ $ 31, " Thick Concrete Sidewalk 7,750 sq. ft. $ 6.00 $ 46, $ 6.50 $ 50, $ 6.40 $ 49, " Thick Concrete Sidewalk and 2,650 sq. ft. $ 7.00 $ 18, $ 7.50 $ 19, $ 7.10 $ 18, Manhole Casting Adjustment 5 each $ $ 1, $ $ 4, $ $ 1, ¾" Hot-Mix Asphalt Lower Course, 490 tons $ $ 33, $ $ 43, $ $ 42, ½" Hot-Mix Asphalt Surface 420 tons $ $ 31, $ $ 39, $ $ 39, " Hot-Mix Asphalt Driveways 110 sq. yds. $ $ 3, $ $ 2, $ $ 2, Clean & Tack 4,410 sq. yds. $ 0.80 $ 3, $ 0.25 $ 1, $ 0.25 $ 1, Topsoil Restoration, Seeding, 3,200 sq. yds. $ 8.00 $ 25, $ 7.00 $ 22, $ 7.00 $ 22, Truncated Dome Detectable 10 each $ $ 3, $ $ 4, $ $ 4, Erosion Control 1 lump sum $ 2, $ 2, $ 2, $ 2, $ 1, $ 1, Traffic Control 1 lump sum $ 3, $ 3, $ 1, $ 1, $ 1, $ 1, TOTAL PART I $ 642, $ 688, $ 684, PART II - Prospect Street 37. 8" Ductile Iron CL52 Water Main 614 lin. ft. $ $ 49, $ $ 43, $ $ 46, " Ductile Iron CL52 Water Main or 24 lin. ft. $ $ 2, $ $ 2, $ $ 2, " Gate Valve with Valve Box 1 each $ 2, $ 2, $ 1, $ 1, $ 1, $ 1, " Gate Valve with Valve Box 2 each $ 1, $ 2, $ 1, $ 2, $ 1, $ 2, Hydrants 2 each $ 3, $ 7, $ 4, $ 8, $ 4, $ 8, Connect Water Main to Existing 3 each $ 1, $ 3, $ 2, $ 6, $ 3, $ 9, " Corporation Stops 5 each $ $ 1, $ $ $ $ 1, " Curb Stops 5 each $ $ 1, $ $ 1, $ $ 1, " Copper Water Service Laterals 235 lin. ft. $ $ 15, $ $ 9, $ $ 15, Water Service Lateral 5 each $ $ 2, $ $ 1, $ $ " Circular RCP CL IV Storm Sewer 367 lin. ft. $ $ 22, $ $ 22, $ $ 22,020.00
2 BID TABULATION PAGE 2 OF 6 Engineer's Project Number: RI 124 Bid Deadline: Changed via addendum to July 2, 2018 at 2:00 p.m. local time BID PRE-BID ESTIMATE Kruczek Construction, Inc. Musson Bros., Inc. Green Bay, WI Rhinelander, WI 48. Rectangular Street Inlets 5 each $ 1, $ 9, $ 1, $ 8, $ 1, $ 9, ' Diameter Storm Sewer Manholes 2 each $ 5, $ 11, $ 1, $ 3, $ 1, $ 3, ' Diameter Storm Sewer Manholes 1 each $ 7, $ 7, $ 3, $ 3, $ 3, $ 3, Excavation to Plan Subgrade 1 lump sum $ 20, $ 20, $ 37, $ 37, $ 38, $ 38, " Breaker Run 1,220 tons $ $ 14, $ $ 18, $ $ 17, ¾" Crushed Aggregate Base Course 1,170 tons $ $ 14, $ $ 18, $ $ 18, Sawcutting Existing Concrete and 350 lineal ft. $ 3.00 $ 1, $ 4.00 $ 1, $ 4.00 $ 1, " Concrete Curb & Gutter 940 lineal ft. $ $ 22, $ $ 14, $ $ 14, " Thick Concrete Sidewalk 3,700 sq. ft. $ 6.00 $ 22, $ 6.50 $ 24, $ 6.45 $ 23, " Thick Concrete Sidewalk and 1,650 sq. ft. $ 7.00 $ 11, $ 7.50 $ 12, $ 7.10 $ 11, Manhole Casting Adjustment 4 each $ $ 1, $ $ 3, $ $ 1, ¾" Hot-Mix Asphalt Lower Course, 240 tons $ $ 16, $ $ 21, $ $ 20, ½" Hot-Mix Asphalt Surface 200 tons $ $ 14, $ $ 19, $ $ 18, " Hot-Mix Asphalt Driveways 20 sq. yds. $ $ $ $ $ $ Clean & Tack 2,115 sq. yds. $ 0.80 $ 1, $ 0.25 $ $ 0.25 $ Topsoil Restoration, Seeding, 1,500 sq. yds. $ 8.00 $ 12, $ 7.00 $ 10, $ 7.00 $ 10, Truncated Dome Detectable 6 each $ $ 1, $ $ 2, $ $ 2, Erosion Control 1 lump sum $ 1, $ 1, $ 2, $ 2, $ 1, $ 1, Traffic Control 1 lump sum $ 2, $ 2, $ 1, $ 1, $ 1, $ 1, TOTAL PART II $ 293, $ 300, $ 309, PART III - Itasca Street 67. 8" Ductile Iron CL52 Water Main 244 lin. ft. $ $ 19, $ $ 18, $ $ 18, " Gate Valve with Valve Box 1 each $ 2, $ 2, $ 1, $ 1, $ 2, $ 2, Connect Water Main to Existing 1 each $ 1, $ 1, $ 2, $ 2, $ 3, $ 3, " Corporation Stops 3 each $ $ $ $ $ $ " Curb Stops 3 each $ $ $ $ $ $ 1, " Copper Water Service Laterals 115 lin. ft. $ $ 7, $ $ 4, $ $ 9, Water Service Lateral 3 each $ $ 1, $ $ $ $ " Circular RCP CL IV Storm Sewer 401 lin. ft. $ $ 24, $ $ 24, $ $ 23, Rectangular Street Inlets 5 each $ 1, $ 9, $ 1, $ 8, $ 1, $ 9, ' Diameter Storm Sewer Manhole 1 each $ 5, $ 5, $ 1, $ 1, $ 2, $ 2, Excavation to Plan Subgrade 1 lump sum $ 20, $ 20, $ 32, $ 32, $ 38, $ 38, " Breaker Run 1,050 tons $ $ 12, $ $ 15, $ $ 15, ¾" Crushed Aggregate Base Course 1,100 tons $ $ 13, $ $ 17, $ $ 17, Sawcutting Existing Concrete and 325 lineal ft. $ 3.00 $ $ 4.00 $ 1, $ 4.00 $ 1, " Concrete Curb & Gutter 930 lineal ft. $ $ 22, $ $ 14, $ $ 13, " Thick Concrete Sidewalk 4,060 sq. ft. $ 6.00 $ 24, $ 6.50 $ 26, $ 6.45 $ 26, " Thick Concrete Sidewalk and 1,850 sq. ft. $ 7.00 $ 12, $ 7.50 $ 13, $ 7.10 $ 13, Manhole Casting Adjustment 1 each $ $ $ $ $ $ ¾" Hot-Mix Asphalt Lower Course, 200 tons $ $ 13, $ $ 17, $ $ 17, ½" Hot-Mix Asphalt Surface 170 tons $ $ 12, $ $ 16, $ $ 15, " Hot-Mix Asphalt Driveways 40 sq. yds. $ $ 1, $ $ 1, $ $ 1, Clean & Tack 1,780 sq. yds. $ 0.80 $ 1, $ 0.25 $ $ 0.25 $ Topsoil Restoration, Seeding, 1,500 sq. yds. $ 8.00 $ 12, $ 7.00 $ 10, $ 7.00 $ 10, Truncated Dome Detectable 6 each $ $ 1, $ $ 2, $ $ 2, Erosion Control 1 lump sum $ 1, $ 1, $ 2, $ 2, $ 1, $ 1, Traffic Control 1 lump sum $ 2, $ 2, $ 1, $ 1, $ 1, $ 1, TOTAL PART III $ 224, $ 236, $ 245, TOTAL BASE BID (Parts I, II and III) $ 1,160, $ 1,225, $ 1,239,388.50
3 BID TABULATION PAGE 3 OF 6 Engineer's Project Number: RI 124 Bid Deadline: Changed via addendum to July 2, 2018 at 2:00 p.m. local time BID PRE-BID ESTIMATE Kruczek Construction, Inc. Musson Bros., Inc. Green Bay, WI Rhinelander, WI ALTERNATE BID A Construction 1 lump sum $ (10,000.00) $ (10,000.00) $ (41,685.00) $ (41,685.00) SUPPLEMENTAL BID SCHEDULE S1. Excavation and Disposal of Bad Subbase Below Subgrade S2. 3" Breaker Run Base Course & Breaker Run Replacement of Excavation of Bad Subbase Below Subgrade S3. Excavation and Disposal of Unsuitable Backfill 500 cu. yd. $ $ 5, $ $ 12, $ $ 10, ,000 tons $ $ 15, $ $ 30, $ $ 25, cu. yds. $ $ 4, $ $ 5, $ $ 11, S4. Supplemental Trench Backfill 450 cu. yds. $ $ 6, $ $ 9, $ $ 9, S5. Rock Excavation 150 cu. yds. $ $ 30, $ $ 15, $ $ 9, S6. Modular Concrete Retaining Wall 75 sq. ft. of $ $ 3, $ $ 5, $ $ 8, face wall SUPPLEMENTAL BID TOTAL $ 65, $ 77, $ 73,100.00
4 BID TABULATION PAGE 4 OF 6 Engineer's Project Number: RI 124 Bid Deadline: Changed via addendum to July 2, 2018 at 10:00 a.m. local time BID FA Industrial Services, Inc. A-1 Excavating, Inc. James Peterson Sons, Inc. Iron River, MI Bloomer, WI Medford, WI BASE BID PART I - Wabash Street 1. 8" PVC SDR35 Sanitary Sewer 958 lin. ft. $ $ 114, $ $ 113, $ $ 93, " Sanitary Standard Manhole 34.7 vert. ft. $ $ 10, $ $ 14, $ $ 8, Masonry 3. Sanitary Manhole Castings 3 each $ $ 2, $ $ 2, $ $ 1, " PVC Sanitary Service Laterals 775 lin. ft. $ $ 47, $ $ 28, $ $ 39, Sanitary Service Lateral 25 each $ $ 10, $ $ 5, $ $ 8, Sanitary Lateral - Tracer Wire 25 each $ $ 4, $ $ 5, $ $ 4, System 7. 10" Ductile Iron CL52 Water Main 47 lin. ft. $ $ 6, $ $ 3, $ $ 8, " Ductile Iron CL52 Water Main 984 lin. ft. $ $ 88, $ $ 61, $ $ 88, " Ductile Iron CL52 Water Main or 27 lin. ft. $ $ 2, $ $ 1, $ $ 1, " Gate Valve with Valve Box 2 each $ 2, $ 5, $ 2, $ 5, $ 2, $ 5, " Gate Valve with Valve Box 5 each $ 1, $ 9, $ 1, $ 9, $ 2, $ 10, " Gate Valve with Valve Box 2 each $ 1, $ 2, $ 1, $ 3, $ 1, $ 3, Hydrants 2 each $ 4, $ 9, $ 4, $ 8, $ 4, $ 8, Connect Water Main to Existing 3 each $ 2, $ 7, $ 1, $ 5, $ 1, $ 5, " Corporation Stops 23 each $ $ 2, $ $ 11, $ $ 2, " Curb Stops 23 each $ $ 5, $ $ 9, $ $ 5, " Copper Water Service Laterals 750 lin. ft. $ $ 39, $ $ 30, $ $ 40, Water Service Lateral 23 each $ $ 4, $ $ 3, $ $ 21, " Circular RCP CL IV Storm Sewer 36 lin. ft. $ $ 2, $ $ 2, $ $ 2, Rectangular Street Inlets 2 each $ 2, $ 4, $ 2, $ 4, $ 1, $ 3, Excavation to Plan Subgrade 1 lump sum $ 65, $ 65, $ 109, $ 109, $ 158, $ 158, " Breaker Run 2,550 tons $ $ 35, $ $ 30, $ 8.83 $ 22, ¾" Crushed Aggregate Base Course 2,450 tons $ $ 34, $ $ 28, $ $ 25, Sawcutting Existing Concrete and 600 lineal ft. $ 3.42 $ 2, $ 3.50 $ 2, $ 3.44 $ 2, " Concrete Curb & Gutter 2,000 lineal ft. $ $ 31, $ $ 36, $ $ 31, " Thick Concrete Sidewalk 7,750 sq. ft. $ 6.78 $ 52, $ 7.65 $ 59, $ 6.78 $ 52, " Thick Concrete Sidewalk and 2,650 sq. ft. $ 7.46 $ 19, $ 8.55 $ 22, $ 7.46 $ 19, Manhole Casting Adjustment 5 each $ $ 2, $ $ 1, $ $ 1, ¾" Hot-Mix Asphalt Lower Course, 490 tons $ $ 44, $ $ 47, $ $ 45, ½" Hot-Mix Asphalt Surface 420 tons $ $ 41, $ $ 43, $ $ 41, " Hot-Mix Asphalt Driveways 110 sq. yds. $ $ 2, $ $ 2, $ $ 2, Clean & Tack 4,410 sq. yds. $ 0.30 $ 1, $ 0.55 $ 2, $ 0.27 $ 1, Topsoil Restoration, Seeding, 3,200 sq. yds. $ 6.00 $ 19, $ 2.00 $ 6, $ 5.80 $ 18, Truncated Dome Detectable 10 each $ $ 4, $ $ 4, $ $ 4, Erosion Control 1 lump sum $ 3, $ 3, $ 2, $ 2, $ 4, $ 4, Traffic Control 1 lump sum $ 3, $ 3, $ 7, $ 7, $ $ TOTAL PART I $ 745, $ 736, $ 796, PART II - Prospect Street 37. 8" Ductile Iron CL52 Water Main 614 lin. ft. $ $ 46, $ $ 34, $ $ 55, " Ductile Iron CL52 Water Main or 24 lin. ft. $ $ 1, $ $ 1, $ $ 1, " Gate Valve with Valve Box 1 each $ 1, $ 1, $ 1, $ 1, $ 2, $ 2, " Gate Valve with Valve Box 2 each $ 1, $ 2, $ 1, $ 3, $ 1, $ 3, Hydrants 2 each $ 4, $ 9, $ 4, $ 8, $ 4, $ 8, Connect Water Main to Existing 3 each $ 2, $ 7, $ 1, $ 5, $ 1, $ 5, " Corporation Stops 5 each $ $ $ $ 2, $ $ " Curb Stops 5 each $ $ 1, $ $ 2, $ $ 1, " Copper Water Service Laterals 235 lin. ft. $ $ 12, $ $ 9, $ $ 12, Water Service Lateral 5 each $ $ 1, $ $ $ $ 4, " Circular RCP CL IV Storm Sewer 367 lin. ft. $ $ 25, $ $ 24, $ $ 25,146.84
5 BID TABULATION PAGE 5 OF 6 Engineer's Project Number: RI 124 Bid Deadline: Changed via addendum to July 2, 2018 at 10:00 a.m. local time BID FA Industrial Services, Inc. A-1 Excavating, Inc. James Peterson Sons, Inc. Iron River, MI Bloomer, WI Medford, WI 48. Rectangular Street Inlets 5 each $ 2, $ 10, $ 2, $ 10, $ 1, $ 7, ' Diameter Storm Sewer Manholes 2 each $ 2, $ 5, $ 2, $ 4, $ 1, $ 3, ' Diameter Storm Sewer Manholes 1 each $ 4, $ 4, $ 3, $ 3, $ 3, $ 3, Excavation to Plan Subgrade 1 lump sum $ 21, $ 21, $ 56, $ 56, $ 29, $ 29, " Breaker Run 1,220 tons $ $ 17, $ $ 14, $ 8.83 $ 10, ¾" Crushed Aggregate Base Course 1,170 tons $ $ 16, $ $ 13, $ $ 12, Sawcutting Existing Concrete and 350 lineal ft. $ 3.42 $ 1, $ 3.50 $ 1, $ 3.44 $ 1, " Concrete Curb & Gutter 940 lineal ft. $ $ 14, $ $ 16, $ $ 14, " Thick Concrete Sidewalk 3,700 sq. ft. $ 6.78 $ 25, $ 7.65 $ 28, $ 6.78 $ 25, " Thick Concrete Sidewalk and 1,650 sq. ft. $ 7.46 $ 12, $ 8.55 $ 14, $ 7.46 $ 12, Manhole Casting Adjustment 4 each $ $ 1, $ $ 1, $ $ 1, ¾" Hot-Mix Asphalt Lower Course, 240 tons $ $ 21, $ $ 23, $ $ 22, ½" Hot-Mix Asphalt Surface 200 tons $ $ 19, $ $ 20, $ $ 19, " Hot-Mix Asphalt Driveways 20 sq. yds. $ $ $ $ $ $ Clean & Tack 2,115 sq. yds. $ 0.30 $ $ 0.55 $ 1, $ 0.27 $ Topsoil Restoration, Seeding, 1,500 sq. yds. $ 6.00 $ 9, $ 2.00 $ 3, $ 5.80 $ 8, Truncated Dome Detectable 6 each $ $ 2, $ $ 2, $ $ 2, Erosion Control 1 lump sum $ 2, $ 2, $ 2, $ 2, $ 3, $ 3, Traffic Control 1 lump sum $ 1, $ 1, $ 7, $ 7, $ $ TOTAL PART II $ 298, $ 320, $ 300, PART III - Itasca Street 67. 8" Ductile Iron CL52 Water Main 244 lin. ft. $ $ 18, $ $ 18, $ $ 21, " Gate Valve with Valve Box 1 each $ 1, $ 1, $ 1, $ 1, $ 2, $ 2, Connect Water Main to Existing 1 each $ 2, $ 2, $ 3, $ 3, $ 1, $ 1, " Corporation Stops 3 each $ $ $ $ 1, $ $ " Curb Stops 3 each $ $ $ $ 1, $ $ " Copper Water Service Laterals 115 lin. ft. $ $ 6, $ $ 4, $ $ 6, Water Service Lateral 3 each $ $ $ $ $ $ 2, " Circular RCP CL IV Storm Sewer 401 lin. ft. $ $ 27, $ $ 15, $ $ 27, Rectangular Street Inlets 5 each $ 2, $ 10, $ 2, $ 10, $ 1, $ 7, ' Diameter Storm Sewer Manhole 1 each $ 2, $ 2, $ 2, $ 2, $ 1, $ 1, Excavation to Plan Subgrade 1 lump sum $ 21, $ 21, $ 50, $ 50, $ 29, $ 29, " Breaker Run 1,050 tons $ $ 14, $ $ 12, $ 8.83 $ 9, ¾" Crushed Aggregate Base Course 1,100 tons $ $ 15, $ $ 12, $ $ 11, Sawcutting Existing Concrete and 325 lineal ft. $ 3.42 $ 1, $ 3.50 $ 1, $ 3.44 $ 1, " Concrete Curb & Gutter 930 lineal ft. $ $ 14, $ $ 16, $ $ 14, " Thick Concrete Sidewalk 4,060 sq. ft. $ 6.78 $ 27, $ 7.65 $ 31, $ 6.78 $ 27, " Thick Concrete Sidewalk and 1,850 sq. ft. $ 7.46 $ 13, $ 8.55 $ 15, $ 7.46 $ 13, Manhole Casting Adjustment 1 each $ $ $ $ $ $ ¾" Hot-Mix Asphalt Lower Course, 200 tons $ $ 18, $ $ 19, $ $ 18, ½" Hot-Mix Asphalt Surface 170 tons $ $ 16, $ $ 17, $ $ 16, " Hot-Mix Asphalt Driveways 40 sq. yds. $ $ 1, $ $ 1, $ $ 1, Clean & Tack 1,780 sq. yds. $ 0.30 $ $ 0.55 $ $ 0.27 $ Topsoil Restoration, Seeding, 1,500 sq. yds. $ 6.00 $ 9, $ 2.00 $ 3, $ 5.80 $ 8, Truncated Dome Detectable 6 each $ $ 2, $ $ 2, $ $ 2, Erosion Control 1 lump sum $ 2, $ 2, $ 2, $ 2, $ 3, $ 3, Traffic Control 1 lump sum $ 1, $ 1, $ 7, $ 7, $ $ TOTAL PART III $ 232, $ 255, $ 231, TOTAL BASE BID (Parts I, II and III) $ 1,276, $ 1,311, $ 1,328,450.63
6 BID TABULATION PAGE 6 OF 6 Engineer's Project Number: RI 124 Bid Deadline: Changed via addendum to July 2, 2018 at 10:00 a.m. local time BID FA Industrial Services, Inc. A-1 Excavating, Inc. James Peterson Sons, Inc. Iron River, MI Bloomer, WI Medford, WI ALTERNATE BID A Construction 1 lump sum $ (20,000.00) $ (20,000.00) $ 56, $ 56, $ (143,769.25) $ (143,769.25) SUPPLEMENTAL BID SCHEDULE S1. Excavation and Disposal of Bad Subbase Below Subgrade S2. 3" Breaker Run Base Course & Breaker Run Replacement of Excavation of Bad Subbase Below Subgrade S3. Excavation and Disposal of Unsuitable Backfill 500 cu. yd. $ $ 7, $ $ 7, $ $ 5, ,000 tons $ $ 15, $ $ 29, $ 8.83 $ 8, cu. yds. $ $ 4, $ $ 6, $ 3.50 $ 1, S4. Supplemental Trench Backfill 450 cu. yds. $ $ 6, $ $ 12, $ 9.81 $ 4, S5. Rock Excavation 150 cu. yds. $ $ 34, $ $ 49, $ $ 22, S6. Modular Concrete Retaining Wall 75 sq. ft. of $ $ 8, $ $ 4, $ $ 9, face wall SUPPLEMENTAL BID TOTAL $ 75, $ 109, $ 52,262.00
BID TABULATION PAGE 1 OF 8
BID TABULATION PAGE 1 OF 8 BID PRE-BID ESTIMATE A-1 Excavating, Inc. Maddrell Excavating, LLC Bloomer, WI Brodhead, WI BASE BID CTP P Utility Work 1. 8" SDR 35 Sanitary Sewer Main 3,656 lin. $ 69.00 $
BID TABULATION PAGE 1 OF 6
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
2018 Road Improvements Engineer's Project Number: LK 01 Bid Deadline: May 1, 2018 at 2:00 p.m. local time
TABULATION PAGE 1 OF 6 PRE- ESTIMATE Pitlik and Wick, Inc. CONTRACT A - BASE Highway X (Friedle Road to Dam Road) A1.1 Single Layer Chip Seal 75,100 sq. yds. $ 2.50 $ 187,750.00 $ 1.60 $ 120,160.00 $ 1.19
ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE AMOUNT UNIT PRICE AMOUNT
Engineering Estimate R. D. Johnson Excavating Co., Inc 1 Mobilization Lump Sum 1 $ 85,000.00 $ 85,000.00 $ 18,000.00 $ 18,000.00 2 Contractor Construction Staking Lump Sum 1 $ 15,000.00 $ 15,000.00 $ 8,760.00
BID TABULATION BID REQUEST NO
BID TABULATION BID REQUEST NO. 13-1046 1 LOWEST RESPONSIVE BIDDER Dakota Contracting Bidder: Corporation D & G Concrete Bidder: Construction, Inc. Carl V. Carlson Bidder: Company Address: 431 NORTH PHILLIPS
BID TABULATION REPORT ABRAM STREET (SH CITY LIMITS) PROJECT No. PWST09016 BID OPENED : April 22, 2014 at 1:30 p.m.
PAVING IMPROVEMENTS 101 Mobilization and Bonds, LS 1 $ 225,000.00 $ 225,000.00 $ 225,000.00 $ 225,000.00 $ 225,000.00 $ 225,000.00 $ 225,000.00 $ 225,000.00 102 Right-of-way Preparation LS 1 $ 365,500.00
JANUARY 18, Reference Specifications, Attachment to Form 96 (BID FORM), Bid Proposal: Respectfully submitted,
ADDENDUM NO. 3 TO THE PLANS AND SPECIFICATIONS for STREET AND STORM SEWER IMPROVEMENTS ON HANCOCK AND WASHINGTON STREETS for the FRENCH LICK REDEVELOPMENT COMMISSION ORANGE COUNTY, INDIANA MEI PROJECT
Reviax Constracting Corp. DeSantis Construction
Denise Piszkowski, Q.P.A., Purchasing Agent Bid Results for: 2016-B08 Reconstrucion of Preston Drive Submitted By: JTG Construction Black Rock Enterprises Top Line Construction Reviax Constracting Corp.
19th & Barker Roundabout / Waterline Improvement Project No. 56-CP12-901(C) Cost Breakdown
19th & Barker Roundabout / Waterline Improvement Project No. 56CP12901(C) Cost Breakdown Engineering Fees: Original Contract $ 71,861.00 Additional Services $ 8,744.00 Waterline Contract $ 17,500.00 TOTAL
Certified Bid Tabulation Southeast Residential Community Parking Development South Dakota State University
Base Bid - Parking Lot Construction Number Grading and Surfacing Items Quantity Unit C-1 Mobilization 1 LS $ 60,000.00 $ 60,000.00 $ 82,000.00 $ 82,000.00 $ 18,255.59 $ 18,255.59 C-2 Traffic Control 1
BID TAB PROJECT: REPLACEMENT OF ALBON ROAD BRIDGE NO. 606, PID NO BID OPEN: MAY 9, 2012 COMPLETION DATE: NOVEMBER 16, 2012
Page 1 BID TAB PROJECT: REPLACEMENT OF ALBON ROAD BRIDGE NO. 606, PID NO. 87786 BID OPEN: MAY 9, 2012 COMPLETION DATE: NOVEMBER 16, 2012 ROADWAY 1 201 CLEARING AND GRUBBING 1 LUMP $4,500.00 $4,500.00 $10,016.00
LETTING : CALL : 056 COUNTIES : MILLE LACS
S T A T E O F M I N N E S O T A PAGE : -1 NUMBER OF DAYS: 0 BRIDGE COUNT : 3 CONTRACT DESCRIPTION : GRADING, BIT PAVING & SURFACING, ROUNDABOUT, AND BRIDGES. CONTRACT LOCATION: LOCATED ON T.H. 95 AT THE
TOTAL QUANTITY UNIT COST UNIT
BASE BID DIVISION 1 - GENERAL 1 1070-206-A-0 TRAFFIC CONTROL LS 1 $ 10,000 $ 10,000 $3,000.00 $3,000.00 $5,600.00 $5,600.00 2 2010-108-B-0 CLEARING AND GRUBBING AC 5 $ 9,000 $ 45,000 $7,192.50 $35,962.50
Rock Chalk Park - Infrastructure Report. July 2013
Rock Chalk Park Infrastructure Report July 2013 The following report is the first monthly report for the construction of infrastructure at Rock Chalk Park. The format follows the sections outlined in the
Crushed Surfacing Base Course, per ton. Pages 8-8, Special Provisions Section , Materials. This Section is supplemented with the following:
Crushed Surfacing Base Course, per ton. The unit contract price per ton for Crushed Surfacing Top Course and Crushed Surfacing Base Course shall include the cost for all labor, materials, equipment and
CITY OF CHINO ENGINEERING COST ESTIMATE. Quantity Unit Item Unit Total Cost Price Per Item. LS Traffic Control (5% of construction cost) 5% $
RESOLUTION NO 2015078 STREETS LS Traffic Control (5% of construction cost) 5% $ LS Clear & Grub Site (5% of construction cost) 5% $ EA Tree Removal $ 800.00 $ CY Concrete Removal $ 300.00 $ CY AC Pavement
33 Ditch Bottom Inlet (DBI) -Type E $ 2, EA - 0 $ - 35 Ditch Bottom Inlet (DBI) -Type H (Modified) $ 5, EA $ 5,600.
CITY OF PLANT CITY WHEELER STREET RE-ALIGNMENT Opinion of Probable Construction Costs (Final Plans) Rev 7/22/2010 Rev 8/2/2010 Rev 8/27/20012 Bid Cost per Estimated Extended Item Item Unit Units Wheeler
ADDENDUM No. 1 January 29, Paving Program Village of Milford
ADDENDUM No. 1 2018 Paving Program Village of Milford The following changes, additions, and/or clarifications to the Contract Documents shall be incorporated in said documents and shall be allowed for
Failure to acknowledge all addenda in the BID may cause rejection of the BID. See Instructions to Bidders.
Addendum #1 409 22nd Ave So PO Box 298 Brookings, SD 57006 Toll Free 1-855-323-6342 www.bannerassociates.com Project: Viborg Utility Improvements - 2017 Bid Date: 11:00 A.M., Local Time, March 15, 2017
Annual Services Construction Contract (ASCC) #15 Project Number: PUCN
Annual Services Construction Contract (ASCC) #15 Project Number: PUCN-16-0023 Engineer's Estimate Inlet Construction, Inc. Peters & White Construction Inc. Worley Turf & Irrigation Inc. East West Construction
2011 PUBLIC PARKING LOT & ALLEY IMPROVEMENTS Village of Whitefish Bay Project No March 17, 2011 ITEM DESCRIPTION UNIT QTY.
ALLEY: 5600 BLOCK OF N. LAKE DRIVE 1 Remove concrete pavement 800 SY $ 11.07 $ 8,856.00 $ 5.31 $ 4,248.00 $ 12.70 $ 10,160.00 $ 6.20 $ 4,960.00 $ 9.27 $ 7,416.00 $ 16.75 $ 13,400.00 2 6" Aggregate Dense
69889/AV/lm. Recipients of C-TRAN ITB # Fourth Plain BRT Maintenance Facility Expansion. DATE: June 25, SUBJECT: Addendum #11
69889/AV/lm TO: Recipients of C-TRAN ITB #2015-04 Fourth Plain BRT Maintenance Facility Expansion DATE: June 25, 2015 SUBJECT: Addendum #11 C-TRAN has revised the following sections of the Invitation to
For Reference Only - Not for the Purpose of Bidding BP-1. Azucena Street 30-Inch Sewer Project Job No Solicitation No.
Job 11-4518 Solicitation B-12-059-DD PROPOSAL of BID PROPOSAL, a corporation a partnership consisting of an individual doing business as TO THE SAN ANTONIO WATER STEM: Pursuant to Instructions Invitation
CITY OF ELKO BID TABULATION * RE-BID* FOR Sports Complex April 4, 2018
CITY OF ELKO BID TABULATION * RE-BID* FOR Sports Complex 2017-2018 April 4, 2018 Great Basin Engineering CLEARING EARTHWORK 1 337.01200 Mobilization @ Per Lump Sum 1 LS $445,350.00 $ 445,350.00 $481,768.00
Department of Public Works Engineering
Department of Public Works Engineering DATE: January 27, 2016 TO: Honorable Chairman and Public Utility Authority Members FROM: Cynthia M. Herrera, MMC, Interim Executive Director/ City Clerk BY: Nathan
2012 WATER & SEWER CONSTRUCTION CONTRACT, PACKAGE IV SAWS WATER JOB. NO /SAWS SEWER JOB NO SOLICITATION #B DD BID PROPOSAL
BID PROPOSAL PROPOSAL OF, a Corporation organized and existing under the laws of the State of, a Partnership consisting of, an Individual doing business as. Enclosed with this bid are (1) Bid Bond, and
Subject: Addendum No. 1 Project #C CCE Parking Lot Replacement Phase 2 Robert Bishop Drive 4380 Richmond Road, Highland Hills, Ohio 44122
Addendum No. 1 Page One To: From: All Plan Holders of Record CT Consultants, Inc. Gene E. Arters, P.E. on behalf of Cuyahoga Community College Subject: Addendum No. 1 Project #C20166009 CCE Parking Lot
NOTICE TO BIDDERS LETTING OF NOVEMBER 9, 2018 ADDENDUM NO. 1 CHANGES TO PROPOSAL OR PLANS
NOTICE TO BIDDERS LETTING OF NOVEMBER 9, 2018 ADDENDUM NO. 1 This Addendum changes the terms of the Bid Proposal and/or plans associated with the project indicated below. By submitting a bid, any and all
NE WEST KINGSTON ROAD CULVERT REPLACEMENT
NE WEST KINGSTON ROAD CULVERT REPLACEMENT KITSAP COUNTY MILE POST 1.28 TO 1.44 PUBLIC WORKS BID TABULATION SECTION PREPARED: BLB LENGTH: 0.16 Mile REVISED: DATE: March 7, 2017 SCHEDULE A - ROADWAY IMPROVEMENTS
Bid No.: PO Box Cone Rd Asphalt Ave th Ave. E. Dunedin, FL Tampa, FL Tampa, FL Palmetto, FL 34221
Bid : 7379 GENERAL 1 2 3 4 @ unit $ total $ @ unit $ total $ @ unit $ total $ @ unit $ total $ G-1.1 Mobilization 1 LS $ 450,000.00 $ 450,000.00 $ 720,000.00 $ 720,000.00 $ 750,000.00 $ 750,000.00 $ 530,000.00
2015 Financial Assurance 8/6/2015 Estimate Form (with pre-plat construction)
2015 Financial Assurance 8/6/2015 Estimate Form (with pre-plat construction) Project Information The Glen at Widefield Filing No. 9 PDD File: SF-185 9/25/2018 Project Name Section 1 - Grading and Erosion
RFB Addendum 3
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
BID TABULATION. Engineer's Estmated Opinion of Costs
Street Resurfacing Project - 2018 Rank Vendor Name Total Bid % of Low Bid % of Estimate File 2018-004 Engineer's $ 5,032,397.47 102.11% 100.00% Bid 4529 1 Ajax Paving Industries, Inc $ 4,928,322.54 100.00%
REPLACEMENT OF MERCER COUNTY BRIDGE
ADDENDUM NO. ONE Notice is hereby given that on April 26, 2019 at 11:00 AM (Prevailing time), sealed proposals will be opened and read in public by the Purchasing Department in the Mercer County McDade
The bid due date has been changed to 2:50 p.m. May 25, 2018.
May 18, 2018 BL051-18 Addendum #1 Construction and Rehab of Gravity and Sewer Force Mains on an Contract Make the following changes/additions or clarifications to the above referenced bid: The bid due
EST. UNIT UNIT PRICE TOTALS UNIT PRICE TOTALS UNIT PRICE TOTALS UNIT PRICE TOTALS
BID TAB PROJECT: City of Steamboat Springs / Emerald Park Access & Railroad Crossing Phase I (2017) JOB NO: 1340-067 DATE: 6/15/2017 Oldcastle SW Group, Inc. dba Engineer's Estimate United Companies Native
BIDDER'S PROPOSAL TO THE HONORABLE MAYOR AND MEMBERS OF THE CITY COUNCIL
Bidders submitting proposals shall be very careful to follow all requirements in connection therewith. A checklist has been attached for guidance in complying with all phases of the bid process and project.
SECTION BID. Valley Court Force Main Replacement Contract No. BE17-029
SECTION 00300 - BID BID TO: THE CITY AND BOROUGH OF JUNEAU 1. The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement with the OWNER in the form included in the
AGENDA. Sartell City Council Special Meeting Sartell City Hall July 31, :30 pm. 2. Public Hearing - Vacation of Drainage and Utility Easements
AGENDA Sartell City Council Special Meeting Sartell City Hall July 31, 2017 5:30 pm 1. Agenda Review and Adoption 2. Public Hearing - Vacation of Drainage and Utility Easements 3. 4 th Avenue South Bid
CITY OF TAMPA ADDENDUM 2. April 18, 2018
CITY OF TAMPA Bob Buckhorn, Mayor CONTRACT ADMINISTRATION DEPARTMENT Michael W. Chucran, Director ADDENDUM 2 April 18, 2018 Contract 17-C-00021; Citywide Water Meter Bidders on the above referenced project
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
RANCHERO ROAD AND BNSF GRADE SEPARATION PROJECT, C.O. NO Item Description Est. Qty. Units Unit Price
2. BID SCHEDULE RANCHERO ROAD AND BNSF GRADE SEPARATION PROJECT, C.O. NO. 7046 To the Honorable Mayor and City Council of the City of Hesperia: Schedule of prices to construct the Ranchero Road and BNSF
Patchogue Road Culvert Crossing IFB ADDENDUM #1 07/13/2015. Addendum #1 addresses the questions submitted by contractors.
Patchogue Road Culvert Crossing IFB 2015-03 ADDENDUM #1 07/13/2015 Addendum #1 addresses the questions submitted by contractors. Q1: Bid Item shows 22 LF of 60 RCP but plans show 27 LF, please clarify.
NAME OF CONTRACTOR CONTRACTORS ADDRESS Buffalo Road th ave Ct SW Walcott, IA North Liberty, IA
Unit BID ITEMS 1 1070-206-A-3 TRAFFIC CONTROL 0.5 0.5 1 LS $ 2,200.00 $ 2,200.00 $ 2,800.00 $ 2,800.00 $ 2,688.00 $ 2,688.00 $ 2,500.00 $ 2,500.00 $ 1,500.00 $ 1,500.00 $ 1,500.00 $ 1,500.00 2 2010-108-C-0
ENGINEER'S ESTIMATE OF PROBABLE COST CCTA I 680 NORTH EXPRESS LANE PROJECT (SOUTHBOUND ONLY) EA 04 4H % PS&E Submittal
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)
AB COMFORT STATION AT MERCER COUNTY PARK FESTIVAL GROUNDS DESCRIPTION SAKOUTIS J.H. WILLIAMS SCOZZARI LEVY TRICON RED OAK VISION DELL-TECH
AB2016-06 COMFORT STATION AT MERCER COUNTY PARK FESTIVAL GROUNDS DESCRIPTION SAKOUTIS J.H. WILLIAMS SCOZZARI LEVY TRICON RED OAK VISION DELL-TECH GENERAL CONDITIONS 35,000.00 89,400.00 41,000.00 20,000.00
2012 WATER & SEWER ALLEY CONSTRUCTION CONTRACT, PACKAGE I SAWS WATER JOB. NO /SAWS SEWER JOB NO SOLICITATION #B DD
BID PROPOSAL PROPOSAL OF, a Corporation organized and existing under the laws of the State of, a Partnership consisting of, an Individual doing business as. Enclosed with this bid are (1) Bid Bond, and
OKLAHOMA TURNPIKE AUTHORITY
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
Addendum 1 13 TH Street Streetscape. September 1, 2017
Addendum 1 13 TH Street Streetscape September 1, 2017 ACKNOWLEDGEMENT OF RECEIPT OF THIS ADDENDUM IS NOT REQUIRED. ADDENDUMS ARE POSTED ON THE CITY WEB SITE AND PROPOSER IS RESPONSIBLE TO CHECK THIS SITE
SUBDIVISION IMPROVEMENTS AGREEMENT
SUBDIVISION IMPROVEMENTS AGREEMENT THIS AGREEMENT, made between GLEN DEVELOPMENT COMPANY, hereinafter called the "Subdivider," and El Paso County by and through the Board of County Commissioners of El
FALCON FIELD RELOCATE PARALLEL TAXIWAY 'E' (B II SM.) ENGINEER'S OPINION OF PROBABLE CONSTRUCTION COST
FALCON FIELD RELOCATE PARALLEL TAXIWAY 'E' (B II SM.) 1 Contractor Quality Control 1 LS $50,000.00 $50,000.00 2 Mobilization 1 LS $100,000.00 $100,000.00 3 Location of Underground Utilities 1 LS $25,000.00
On behalf of the City of Pittsburgh DEPARTMENT OF ADMINISTRATIVE SERVICES DIVISION OF PURCHASING AND SUPPLIES B I D. for
County of Allegheny RICH FITZGERALD COUNTY EXECUTIVE City of Pittsburgh LUKE RAVENSTAHL MAYOR On behalf of the City of Pittsburgh DEPARTMENT OF ADMINISTRATIVE SERVICES DIVISION OF PURCHASING AND SUPPLIES
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
Sunset Street West Sidewalk Projects Opinion of Anticipated Construction Costs March 12, 2012 Project Summary. Project List
Project Summary Project List Anticipated Construction Cost 1 Sunset/Benton Intersection: Curb Ramp and Sight Distance Improvements $ 18,700 2 Sunset/Oakcrest Intersection: West Right-of-Way Drainage Improvements
PROJECT NO PID BEL TE21-G990(217) TYPE: SLIDE REPAIR LETTING: 06/07/01 COMPLETION DATE: 09/30/02
AWARDED PROJECT PROJECT NO. 016002 PID. 19109 BEL-7-3.68 TE21-G990(217) TYPE: SLIDE REPAIR LETTING: 06/07/01 COMPLETION DATE: 09/30/02 OHIO DEPARTMENT OF TRANSPORTATION GORDON PROCTOR, DIRECTOR CONTRACT
CITY OF SAN MARCOS ENGINEERING DIVISION
AN APPLICANT S GUIDE TO PROCEDURES FOR: CITY OF SAN MARCOS ENGINEERING DIVISION 1 Civic Center Dr., San Marcos, CA 92069-2918 (760) 744-1050 FAX (760) 591-4135 FEE SCHEDULE FOR GRADING & IMPROVEMENT PLAN
CITY OF SURREY (the Owner ) INVITATION TO TENDER (ITT)
CITY OF SURREY (the Owner ) INVITATION TO TENDER (ITT) Contract Name: District Energy System Phase 2a: Distribution Piping System (DPS), Energy Transfer Stations (ETS) and Containerized Boiler Plant (CBP)
ADDITIONS, MODIFICATIONS, AND/OR DELETIONS TO THE PROPOSAL
II. ADDITIONS, MODIFICATIONS, AND/OR DELETIONS TO THE PROPOSAL ITEM NO. 1: Page P-1, Proposal DELETE the Proposal (pages P-1 through P-9) in its entirety and REPLACE with the attached Proposal (pages P-1R
North Baker Ave - City Limits to 23rd St NE CRP 949 PROPOSAL
North Baker Ave. - City Limits to 23rd St. NE Bid Documents BD-1 To the Board of County Commissioners Douglas County, Washington Gentlemen: North Baker Ave - City Limits to 23rd St NE CRP 949 PROPOSAL
CITY-TIF COMMISSION EXPENSES Cost Description Project Cost Data Reimbursable From Public Funds Developer Equity COST TIF Super TIF State TIF CID SCTC PRIVATE I. Legal $ 750,000 $ 750,000 $ - $ - $ - $
CITY ENGINEER'S ESTIMATE ITEM DESCRIPTION UNIT QTY. UNIT PRICE ITEM TOTAL UNIT PRICE ITEM TOTAL UNIT PRICE ITEM TOTAL REMOVALS
1 2 3 4 5 6 MOBILIZATION per the General Requirements, Sections 01292 and 01721 ALLOWANCE for Differing Site Condition per the General Requirements, Sections 01212 and 01253 ALLOWANCE for Participating
LETTER OF INTENT FOR: HERITAGE HILLS COMMUNITY
LETTER OF INTENT FOR: HERITAGE HILLS COMMUNITY January 5, 205 2 Partially Completed Single Family Lots (65' x 5' typical) 46 Completed Townhome Pads (22' x 50' typical) Sale. This letter of intent outlines
Active Construction RV Associates Scarsella JR Hayes
CITY OF PORT ORCHARD PUBLIC WORKS DEPARTMENT TREMONT STREET IMPROVEMENTS SR 16 to Port Orchard Boulevard Opening: 6/6/2017 Fed Aid Proj No: STPUS-6610(004) $ 12,779,179.17 $ 12,855,082.55 $ 12,901,887.92
BID PROPOSAL. PROPOSAL OF, a corporation, a partnership consisting of. an individual doing business as
Description 103 REMOVE, STORE AND REINSTALL EXISTING RETAINING WALL 107.1 EMBANKMENT (FINAL)(DENS CONT)(TY B) 203.1 TACK COAT BID PROPOSAL PROPOSAL OF, a corporation, a partnership consisting of an individual
Town of Middleton Salt Storage Building Pioneer Road Pioneer Lands Town of Middleton Dane County, WI 53562
Town of Middleton Salt Storage Building Pioneer Road Pioneer Lands Town of Middleton Dane County, WI 53562 1 T100 PROJECT LOCATION MAP Scale: NTS N Revisions: No. Date: Description: Scale As Indicated
Northumberland County County Road 2 Class Environmental Assessment Construction Cost Estimate
Date: Nov 12, 2012 Page: A - 1 CPR Bridge Rehabilitation - Construction Phase I Rehabilitation of C.P. Bridge L.S. $ 1,400,000.00 $ 1,400,000.00 SUBTOTAL $ 1,400,000.00 Engineering and Contingency (25%)
BID PROPOSAL ANNUAL PATHWAY & MINOR CONSTRUCTION CONTRACT PBC PROJECT #
ENGINEERS Wynn & Sons Envir. ESTIMATE Construction, Inc. 1 Emergency Response, Less than 6 Hours 10 EA $ 50.00 $ 50.00 $ 500.00 2 Emergency Response, 6 Hours to 24 Hours 20 EA $ 50.00 $ 50.00 $ 1,000.00
FLOOD DIVERSION AUTHORITY FINANCE COMMITTEE AGENDA FOR THURSDAY, MAY 11, Fargo City Commission Chambers 3:00 PM
1. Call to order FLOOD DIVERSION AUTHORITY FINANCE COMMITTEE AGENDA FOR THURSDAY, MAY 11, 2017 Fargo City Commission Chambers 3:00 PM 2. Recommended contracting actions a. Schmidt & Sons Construction,
TABULATION OF BIDS 1 L.S. $ 5, $ 5, $ 27, $ 27,000.00
TABULATION OF BIDS Jesse Viertel Memorial Airport Boonville, Missouri Bids Received: 6/12/2018 Lochner Job No.: 000011332 RECONSTRUCT RUNWAY 1836, NORTH CONNECTING TAXIWAY AND TURNAROUND REPLACE EXISTING
7 31 32 33 34 35 37 38 39 40 41 42 43 A G R E E M E N T Between Morrison County, The City of Pierz and Rich Prairie Sewer and Water District THIS AGREEMENT is made and entered into between Morrison
SUTTER BUTTER FLOOD CONTROL AGENCY FEATHER RIVER WEST LEVEE PROJECT PROJECT C, CONTRACT NO C BID TABULATION
Bid Schedule A - Feather River West Levee Project C Improvements No. Item Description Quantity Unit Nordic/Magnus Pacific JV Engineer's Estimate Unit Price Total Price Unit Price Total Price A1 Injury
CANTON COMMUNITY REQUEST FOR BOARD ACTION
CANTON COMMUNITY REQUEST FOR BOARD ACTION MEETING DATE: March 22, 2016 AGENDA ITEM #G-10 ITEM: Consider Approval of a Budget Amendment & Award of a Contract Asphalt Repairs to Hutch Paving, Inc. the Wayne
OKLAHOMA TURNPIKE AUTHORITY
PART A - BASE BID 106 QUALITY CONTROL & ACCEPTANCE LSUM 1.00 $ 250,000.00 $250,000.00 $ 240,978.56 $ 240,978.56 260,000.00 $ 260,000.00 201(A) CLEARING & GRUBBING LSUM 1.00 $ 30,000.00 $30,000.00 $ 17,188.20
AWARD CONSTRUCTION CONTRACT FOR NAVE DRIVE MULTI USE PATH (MUP) AND ADOPT A RESOLUTION AMENDING CIP BUDGET
STAFF REPORT MEETING DATE: June 9, 2015 TO: City Council FROM: Petr Skala, Engineer II PRESENTER: Russ Thompson, Public Works Director 922 Machin Avenue Novato, CA 94945 (415) 899-8900 FAX (415) 899-8213
BID TABULATION JAMES STREET TRUNK SEWER IMPROVEMENTS CORALVILLE, IOWA
Bid No. 1 Bid No. 2 Foley Construction Company JB Holland Construction, Inc. 5401 Victoria Avenue 2092 Hwy 9 W Project: Construct the James Street Davenport, IA 52807 Decorah, IA 52101 1.1 Construction
2001 Average Bid Tabs
Municipality of Anchorage Department of Planning, Development and Public Works Project Management and Engineering Department 2001 Average Bid Tabs SPEC. 20.02 Clearing and Grubbing 1 L.S. $ 750.00 $ 11,793.52
AVGPR14.Y01 2/11/2014 DOES NOT INCLUDE STATE AID PROJECTS ALL ITEMS BETWEEN 12/01/13 AND 12/31/13 BY ITEM GROUP
AVERAGE BID PRICES FOR AWARDED PROJECTS 14:48 Tuesday, February 11, 2014 1 2011 2011.601/00003 CONSTRUCTION SURVEYING LS 1 $19 $18,500.00 1 2013 2013.602/00022 ROAD/WEATHER SENSOR AND CABLE EACH 3 $32
Job No Wastewater Collection System Small Main Rehabilitation at Focus Areas Pipebursting Method BID PROPOSAL. Dollars Cents $ $ Dollars
BID PROPOSAL PROPOSAL OF, a corporation a partnership consisting of an individual doing business as TO THE SAN ANTONIO WATER SYSTEM: Pursuant to Instructions and Invitations to Bidders, the undersigned
DORAN STREET AND BROADWAY/BRAZIL SAFETY AND ACCESS PROJECT PROJECT STUDY REPORT (EQUIVALENT) Appendix I Cost Estimates
DORAN STREET AND BROADWAY/BRAZIL SAFETY AND ACCESS PROJECT PROJECT STUDY REPORT (EQUIVALENT) Appendix I Cost Estimates (Alternative 1 - Doran Overpass) PROJECT DESCRIPTION Limits Doran Street from Commercial
I. J~ /.. RrECE~VfEfD 9J7J:. 13~ 7b 1/1~ COUNCIL. ~ 1-j r-(lk. 1 1-'> lft:; WHATCOM COUNTY COUNCIL AGENDA BILL
WHATCOM COUNTY COUNCIL AGENDA BILL NO. 2016-248 CLEARANCES Initial Date Date Received in Council Office AxendaDate Assixned to: Originator: James Karcher, P.E. 9J7J:. 1 1-'> lft:; RrECE~VfEfD Division
Monday, September 30, 2013, 3:00PM
RICH FITZGERALD COUNTY EXECUTIVE LUKE RAVENSTAHL MAYOR On behalf of the City of Pittsburgh DEPARTMENT OF ADMINISTRATIVE SERVICES DIVISION OF PURCHASING AND SUPPLIES REQUEST FOR QUALIFIED VENDORS for PRE-QUALIFIED
BRICK UTILITIES PARTIAL WATER MAIN REPLACEMENT CEDAR VILLAGE VARIOUS STREETS & PARTIAL FORCE MAIN REPLACEMENT BAY HARBOR BOULEVARD
BRICK UTILITIES PARTIAL WATER MAIN REPLACEMENT CEDAR VILLAGE VARIOUS STREETS & PARTIAL FORCE MAIN REPLACEMENT BAY HARBOR BOULEVARD CONTRACT NOs. 717006 & 818006 February 19, 2019 ADDENDUM NO. 1 The information
2017STREET ANDUnUlY IMPROVEMENTS University BayDriveTraffic Calming. RAISED CONCRETE CROSSWALK PlAN. Ville e of Shorewood Hills. Wisconsin ~ --.
2017STREET ANDUnUlY IMPROVEMENTS University BayDriveTraffic Calming Ville e of Shorewood Hills. Wisconsin RAISED CONCRETE CROSSWALK PlAN n1.~l""w $11....::.. TOWN&.COOf'IlTRY ~ WiS3HS IIIO.llIUIIII IIoC.
Utility Committee Meeting AGENDA. October 3, 2017
Utility Committee Meeting AGENDA October 3, 2017 I. CALL TO ORDER II. MATTERS BEFORE COMMITTEE 1. Purchase - Gas Materials for Estates at Dean Hill Farms 2. Approval - 2016 CDBG Grant Construction Bid
ADDENDUM #1 March 12, 2019 BID FORM. Moore, Oklahoma DATE: PROJECT:
ADDENDU #1 arch 12, 2019 BID FOR PLACE DATE: PROJECT: oore, Oklahoma 34 th Street, Telephone Rd to Santa Fe Ave Roadway Widening Proposal of (hereinafter called BIDDER ), doing business as a Corporation
PRESENTER: Christopher J. Blunk, Deputy Public Works Director / City Engineer
G-7 STAFF REPORT MEETING DATE: November 27, 2018 TO: FROM: City Council Petr Skala, Associate Engineer 922 Machin Avenue Novato, CA 94945 415/ 899-8900 FAX 415/ 899-8213 www.novato.org PRESENTER: Christopher
Fuel Adjustment Allowance USD 50,000 $ 1.00 $ 50, $ 1.00 $ 50, $ 1.00 $ 50, $ 1.00 $ 50, $ 1.00 $
SOLICITATION NO. 147850: VALENCIA ROAD: WADE ROAD TO MARK ROAD Achen Gardner Granite Hunter Borderland KE&G ITEM NO. ITEM DESCRIPTION UNIT QTY UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT
CITY OF YUBA CITY STATE OF CALIFORNIA PUBLIC WORKS DEPARTMENT NOTICE TO CONTRACTORS
CITY OF YUBA CITY STATE OF CALIFORNIA PUBLIC WORKS DEPARTMENT NOTICE TO CONTRACTORS Sealed proposals will be received at the City Clerk s Office, City of Yuba City, located at City Hall, 1201 Civic Center
ITEM ESTIMATED UNIT NO. DESCRIPTION QUANTITIES UNIT PRICE AMOUNT 1a COLD MILLING CLASS 3 (Approx.2") 7,386 S.Y. $ $ 1b COLD MILLING CLASS 3 (Approx 3-
ITEM ESTIMATED UNIT NO. DESCRIPTION QUANTITIES UNIT PRICE AMOUNT 1a COLD MILLING CLASS 3 (Approx.2") 7,386 S.Y. $ $ 1b COLD MILLING CLASS 3 (Approx 3-4") 3,218 S.Y. $ $ 2 ASPHALTIC CONCRETE TYPE SPR 2,619
Not to be used for bidding purposes
Rock River Water Reclamation District Rockford, Illinois Bidding Requirements and Contract Forms for Milford Avenue / IL Route 251 Sanitary Sewer Reroute Capital Project No. 1935 Bid Doc. No. 18-410 Rock
2015 SIDEWALK REPAIR REQUEST FOR TENDER
The Corporation of the Town of Tecumseh 2015 SIDEWALK REPAIR REQUEST FOR TENDER September, 2015 * * * The Corporation of the Town of Tecumseh 917 Lesperance Road Tecumseh, ON N8N 1W9 Phone (519) 735-2184
Tabulation of Bids. Counties: ROUTE 94 BLACK CREEK TRIBUTARY CULVERT REPLACEMENT
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
Not to be used for bidding purposes
Rock River Water Reclamation District Rockford, Illinois Bidding Requirements and Contract Forms for 2019-2020 Service Cleanout Installation Capital Project No. 2001 Bid Doc. No. 19-407 Rock River Water
1 DEPARTMENT MAKING REQUEST 2 MEETING DATE 4 AGENDA 5 IS THIS ITEM BUDGETED ( IF APPLICABLE ) -
Charlotte County Board Of County Commissioners Agenda Item Summary Item Number: R- 5 1 DEPARTMENT MAKING REQUEST 2 MEETING DATE Purchasing 6/24/2014 9:00:00 AM 3 REQUESTED MOTION/ACTION Award Bid #14-209
PROJECT NO PID CLA TE21-G010(290) TYPE: MISCELLANEOUS LETTING: 07/11/01 COMPLETION DATE: 11/30/01
AWARDED PROJECT PROJECT NO. 010313 PID. 22620 CLA-70-20.92 TE21-G010(290) TYPE: MISCELLANEOUS LETTING: 07/11/01 COMPLETION DATE: 11/30/01 OHIO DEPARTMENT OF TRANSPORTATION GORDON PROCTOR, DIRECTOR CONTRACT
MEANDER WAY RECONSTRUCTION
Contract No. E14-091 File No. 1784 ENGINEERING DEPARTMENT SECTION 00005 - TABLE OF CONTENTS DIVISION 0 - BIDDING AND CONTRACT REQUIREMENTS, CONTRACT FORMS, AND CONDITIONS OF THE CONTRACT BIDDING and CONTRACT
CONTRACT TIME DETERMINATION
CONTRACT TIME DETERMINATION MISSOURI DEPARTMENT OF TRANSPORTATION March 15, 2004 DEFINITIONS Calendar Day: Any day shown on the calendar beginning and ending at midnight. Working Day: A calendar day during
Drainage Improvements, Diversion #5
City of Coquitlam Contract Documents 80351B Drainage Improvements, Diversion #5 File #: 97/1 Doc #: 894544.v1 TC 1 Table of Contents File #: 11-5330-20/80351/1 Doc #: 1987035.v1 Contract No. 80351B Drainage
BID PROPOSAL Mobilization for Non-Emergency Work Orders; 200 EA $ $ Mobilization for Emergency Work Orders; 2 EA $ $
2018 Annual Water Distribution Leak Repairs Contract, Package 1 SAWS Job Nos. 18-0103 (O&M) and 18-1401 (CIP) Solicitation No. B-18-001-JG BID PROPOSAL PROPOSAL OF, a corporation a partnership consisting
INVITATION TO BID. CONTRACT PERIOD: The contract shall cover the County s needs for the period of July 21, 2015 through July 20, 2015.
INVITATION TO BID The Etowah County Commission will, on June 22, 2015 in the Commission Chambers, 1st floor, 800 Forrest Avenue, Gadsden, AL, receive competitive bids on SUPERPAVE BITUMINOUS CONCRETE ASPHALT