2018 Road Improvements Engineer's Project Number: LK 01 Bid Deadline: May 1, 2018 at 2:00 p.m. local time
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1 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, $ 1.60 $ 120, $ 1.19 $ 89, A1.2 Fog Seal 75,100 sq. yds. $ 0.40 $ 30, $ 0.33 $ 24, $ 0.47 $ 35, A1.3 Erosion Control 1 lump sum $ $ $ $ $ 7, $ 7, A1.4 Traffic Control 1 lump sum $ 3, $ 3, $ 2, $ 2, $ 12, $ 12, CONTRACT A - BASE TOTAL $ 221, $ 147, $ 144, CONTRACT A SUPPLEMENTAL S AS.1 Type MT 58-34S Asphalt Patch (Small section) AS.2 Type MT 58-34S Asphalt Patch (Large section) CONTRACT A SUPPLEMENTAL TOTAL 200 sq. yds. $ $ 6, $ $ 6, sq. yds. $ $ 20, $ $ 15, $ 26, $ 21, CONTRACT B BASE Contract B Base Bid - Part 1 - Highway X (Pine Isle Road to Friedle Road) B1.1 Pulverize Existing Roadway 2 miles $ 8, $ 16, $ 6, $ 12, B1.2 Excavation and Disposal of Bad 1,200 cu. yds. $ $ 12, $ $ 16, Subbase Below Subgrade (EBS) B1.3 3" Breaker Run (Replacement of 900 tons $ $ 25, $ $ 19, EBS) B1.4 Mirafi 600X Geotextile Fabric 1,150 sq. yds. $ 5.00 $ 5, $ 3.00 $ 3, B1.5 ¾" Crushed Aggregate Base Course 8,500 tons $ $ 153, $ $ 93, B1.6 Final Grade, Shape, Water and Compact with Vibratory Roller Prior to B1.7 Sawcutting Existing Concrete and Asphalt Pavements B1.8 2½" Hot-Mix Asphalt Surface Course, Type 4 MT 58-34S 36,670 sq. yds. $ 0.80 $ 29, $ 0.74 $ 27, lin. ft. $ 3.00 $ 1, $ 3.00 $ 1, ,250 tons $ $ 289, $ $ 234, B1.9 2" Asphalt Driveway Entrances 250 sq. yds. $ $ 5, $ $ 5, B1.10 Red Granite Driveway Entrances 250 sq. yds. $ $ 2, $ 8.00 $ 2, B1.11 4' Base Course Shoulder 20,780 lin.ft. $ 0.80 $ 16, $ 0.58 $ 12, B1.12 Raised Asphalt Curb 1,000 lin. ft. $ 1.25 $ 1, $ 1.00 $ 1, B1.13 Tree Removal - Less than 24" 100 inch $ $ 1, $ $ 1, Diameter B1.14 Tree Removal - 24" Diameter or 200 inch $ $ 4, $ $ 4, Greater B1.15 Topsoil Restoration, Seeding, 1,500 sq. yds. $ 5.00 $ 7, $ 5.00 $ 7, Fertilizing & Mulching B1.16 Erosion Control 1 lump sum $ 1, $ 1, $ 2, $ 2, B1.17 Traffic Control 1 lump sum $ 2, $ 2, $ 1, $ 1, CONTRACT B - PART 1 TOTAL $ 573, $ 445,726.70
2 TABULATION PAGE 2 OF 6 PRE- ESTIMATE Pitlik and Wick, Inc. Contract B Base Bid - Part 2 - Javen Road (Highway 32 to Highway 45) B2.1 Pulverize Existing Roadway 0.10 miles $ 8, $ $ 15, $ 1, B2.2 ¾" Crushed Aggregate Base Course 20 tons $ $ $ $ B2.3 Final Grade, Shape, Water and Compact with Vibratory Roller Prior to B2.4 1¾" Type 4 MT 58-28S Hot-Mix Asphalt Binder Course 1,600 sq. yds. $ 0.80 $ 1, $ 1.30 $ 2, tons $ $ 10, $ $ 9, B2.5 Clean & Tack 1,360 sq. yds. $ 0.40 $ $ 0.60 $ B2.6 1½" Hot-Mix Asphalt Surface Course, 130 tons $ $ 9, $ $ 8, Type 5 MT 58-34S B2.7 2" Asphalt Driveway Entrances 60 sq. yds. $ $ 1, $ $ 1, B2.8 2' Base Course Shoulder 950 lin.ft. $ 0.70 $ $ 0.71 $ B2.9 Topsoil Restoration, Seeding, Fertilizing & Mulching 50 sq. yds. $ 5.00 $ $ $ B2.10 Erosion Control 1 lump sum $ 1, $ 1, $ $ B2.11 Traffic Control 1 lump sum $ 3, $ 3, $ $ CONTRACT B - PART 2 TOTAL $ 29, $ 25, CONTRACT B BASE TOTAL $ 603, $ 471,651.40
3 TABULATION PAGE 3 OF 6 PRE- ESTIMATE Pitlik and Wick, Inc. CONTRACT B ALTERNATE S Contract B ernate Bid No. 1 - Wheeler Island Road (Highway X to Loop) Pulverize Existing Roadway 1.6 miles $ 8, $ 12, $ 5, $ 9, B1.1 Excavation and Disposal of Bad 5,810 cu. yds. $ $ 87, $ $ 78, B1.2 Subbase Below Subgrade (EBS) 3" Breaker Run (Replacement of 4,400 tons $ $ 123, $ $ 94, B1.3 EBS) Mirafi 600X Geotextile Fabric 8,710 sq. yds. $ 5.00 $ 43, $ 3.00 $ 26, B1.4 ¾" Crushed Aggregate Base Course 8,000 tons $ $ 144, $ $ 88, B1.5 Final Grade, Shape, Water and 22,200 sq. yds. $ 0.80 $ 17, $ 0.80 $ 17, B1.6 Compact with Vibratory Roller Prior to Sawcutting Existing Concrete and 350 lin.ft. $ 3.00 $ 1, $ 3.00 $ 1, B1.7 Asphalt Pavements 2¼" Hot-Mix Asphalt Surface Course, 2,630 ton $ $ 178, $ $ 150, B1.8 Type 4 MT 58-34S 2" Asphalt Driveway Entrances 240 sq. yds. $ $ 4, $ $ 5, B1.9 Red Granite Driveway Entrances 50 sq. yds. $ $ $ 8.00 $ B1.10 2' Base Course Shoulder 15,520 lin.ft. $ 0.50 $ 7, $ 0.60 $ 9, B1.11 Raised Asphalt Curb 1,100 lin.ft. $ 1.00 $ 1, $ 1.00 $ 1, B1.12 Tree Removal - Less than 24" 500 inch $ $ 7, $ $ 7, B1.13 Diameter Tree Removal - 24" Diameter or 400 inch $ $ 8, $ $ 8, B1.14 Greater Clearing and Grubbing 1 lump sum $ 5, $ 5, $ 64, $ 64, B " Circular HP Storm Pipe 40 lin.ft. $ $ 2, $ $ 2, B " Apron Endwall 1 each $ $ $ $ B1.17 Area Inlet with Casting 1 each $ 1, $ 1, $ 2, $ 2, B1.18 Topsoil Restoration, Seeding, 2,500 sq. yds. $ 5.00 $ 12, $ 5.00 $ 12, B1.19 Fertilizing & Mulching B1.20 Erosion Control 1 lump sum $ 3, $ 3, $ 3, $ 3, B1.21 Traffic Control 1 lump sum $ 3, $ 3, $ 8, $ 8, CONTRACT B - ALTERNATE 1 TOTAL $ 665, $ 589,949.70
4 TABULATION PAGE 4 OF 6 PRE- ESTIMATE Pitlik and Wick, Inc. Contract B ernate Bid No. 2 - Wheeler Island Drive Pulverize Existing Roadway 0.06 miles $ 8, $ $ 13, $ B2.1 3" Breaker Run 100 tons $ $ 2, $ $ 2, B2.2 ¾" Crushed Aggregate Base Course 50 tons $ $ $ $ B2.3 Final Grade, Shape, Water and 930 sq. yds. $ 0.80 $ $ 1.50 $ 1, B2.4 Compact with Vibratory Roller Prior to 2¼" Hot-Mix Asphalt Surface Course, 110 tons $ $ 7, $ $ 7, B2.5 Type 4 MT 58-34S Raised Asphalt Curb 450 lin.ft. $ 1.00 $ $ 1.00 $ B2.6 Topsoil Restoration, Seeding, 150 sq. yds. $ 5.00 $ $ $ 1, B2.7 Fertilizing & Mulching B2.8 Erosion Control 1 lump sum $ 1, $ 1, $ $ B2.9 Traffic Control 1 lump sum $ 1, $ 1, $ $ CONTRACT B - ALTERNATE 2 TOTAL $ 16, $ 15, Contract B ernate Bid No. 3 - Island View Road (Wheeler Island Road to Terminus) Pulverize Existing Roadway 0.18 miles $ 8, $ 1, $ 12, $ 2, B3.1 ¾" Crushed Aggregate Base Course 590 tons $ $ 10, $ $ 6, B3.2 Final Grade, Shape, Water and 2,560 sq. yds. $ 0.80 $ 2, $ 1.21 $ 3, B3.3 Compact with Vibratory Roller Prior to Sawcutting Existing Concrete and 150 lin.ft. $ 3.00 $ $ 3.00 $ B3.4 Asphalt Pavements 2¼" Hot-Mix Asphalt Surface Course, 300 tons $ $ 20, $ $ 18, B3.5 Type 4 MT 58-34S 2" Asphalt Driveway Entrances 120 sq. yds. $ $ 2, $ $ 2, B3.6 2' Base Course Shoulder 1,800 lin.ft. $ 0.50 $ $ 0.71 $ 1, B3.7 B3.8 Erosion Control 1 lump sum $ 1, $ 1, $ $ B3.9 Traffic Control 1 lump sum $ 1, $ 1, $ $ CONTRACT B - ALTERNATE 3 TOTAL $ 41, $ 35,117.60
5 TABULATION PAGE 5 OF 6 PRE- ESTIMATE Pitlik and Wick, Inc. Contract B ernate Bid No. 4 - Wicks Road Pulverize Existing Roadway 0.22 miles $ 8, $ 1, $ 12, $ 2, B4.1 ¾" Crushed Aggregate Base Course 590 tons $ $ 10, $ $ 6, B4.2 Final Grade, Shape, Water and 2,560 sq. yds. $ 0.80 $ 2, $ 1.21 $ 3, B4.3 Compact with Vibratory Roller Prior to 2¼" Hot-Mix Asphalt Surface Course, 290 tons $ $ 19, $ $ 17, B4.4 Type 4 MT 58-34S 2" Asphalt Driveway Entrances 100 sq. yds. $ $ 2, $ $ 2, B4.5 Tree Removal - Less than 24" 50 inch $ $ $ $ B4.6 Diameter Tree Removal - 24" Diameter or 100 inch $ $ 2, $ $ 2, B4.7 Greater B4.8 Erosion Control 1 lump sum $ 1, $ 1, $ $ B4.9 Traffic Control 1 lump sum $ 1, $ 1, $ $ CONTRACT B - ALTERNATE 4 TOTAL $ 41, $ 35, Contract B ernate Bid No. 5 - Russell Road Pulverize Existing Roadway 0.61 miles $ 8, $ 4, $ 7, $ 4, B5.1 ¾" Crushed Aggregate Base Course 2,900 tons $ $ 52, $ $ 31, B5.2 Final Grade, Shape, Water and 8,530 sq. yds. $ 0.80 $ 6, $ 1.00 $ 8, B5.3 Compact with Vibratory Roller Prior to 2¼" Hot-Mix Asphalt Surface Course, 1,010 tons $ $ 68, $ $ 56, B5.4 Type 4 MT 58-34S 2" Asphalt Driveway Entrances 120 sq. yds. $ $ 2, $ $ 2, B5.5 Red Granite Driveway Entrances 50 sq. yds. $ $ $ 8.00 $ B5.6 Tree Removal - Less than 24" 50 inch $ $ $ $ B5.7 Diameter Tree Removal - 24" Diameter or 50 inch $ $ 1, $ $ 1, B5.8 Greater B5.9 Erosion Control 1 lump sum $ 1, $ 1, $ $ B5.10 Traffic Control 1 lump sum $ 1, $ 1, $ $ CONTRACT B - ALTERNATE 5 TOTAL $ 140, $ 106,793.00
6 TABULATION PAGE 6 OF 6 PRE- ESTIMATE Pitlik and Wick, Inc. Contract B ernate Bid No. 6 - Javen Road (Highway 32 to terminus) Excavation and Disposal of Bad 1,190 cu. yds. $ $ 11, $ $ 16, B6.1 Subbase Below Subgrade (EBS) 3" Breaker Run (Replacement of 890 tons $ $ 24, $ $ 19, B6.2 EBS) Mirafi 600X Geotextile Fabric 1,790 sq. yds. $ 5.00 $ 8, $ 3.00 $ 5, B6.3 ¾" Crushed Aggregate Base Course 4,970 tons $ $ 89, $ $ 54, B6.4 B6.5 Final Grade, Shape, Water and Compact with Vibratory Roller Prior to Chip Seal 12,800 sq. yds. $ 0.80 $ 10, $ 0.95 $ 12, B6.6 Two-Layer Chip Seal - 5/8" Aggregate Base Layer, 3/8" Aggregate Surface Layer 11,520 sq. yds. $ 3.25 $ 37, $ 3.50 $ 40, Fog Seal 11,520 sq. yds. $ 0.25 $ 2, $ 0.33 $ 3, B6.7 Sawcut Existing Pavement 120 lin.ft. $ 3.00 $ $ 3.00 $ B6.8 CONTRACT B - ALTERNATE 6 TOTAL $ 186, $ 151, CONTRACT B SUPPLEMENTAL S BS.1 Excavation and Disposal of Bad 3,000 cu. yds. $ $ 30, $ $ 40, Subbase Below Subgrade (EBS) BS.2 3" Breaker Run (Replacement of 6,000 tons $ $ 168, $ $ 129, EBS) BS.3 Mirafi 600X Geotextile Fabric 4,200 sq. yds. $ 5.00 $ 21, $ 3.00 $ 12, BS.4 2" Asphalt Driveway Entrances 200 sq. yds. $ $ 4, $ $ 4, BS.5 Red Granite Driveway Entrances 200 sq. yds. $ $ 2, $ 8.00 $ 1, BS.6 Raised Asphalt Curb 1,000 lin.ft. $ 1.00 $ 1, $ 1.00 $ 1, BS.7 Topsoil Restoration, Seeding, 3,000 sq. yds. $ 5.00 $ 15, $ 5.00 $ 15, Fertilizing & Mulching BS.8 Tree Removal - Less than 24" 200 inch $ $ 3, $ $ 3, Diameter BS.9 Tree Removal - 24" Diameter or Greater 400 inch $ $ 8, $ $ 8, BS.10 Ditching 2,000 sq. yds. $ $ 66, $ $ 28, CONTRACT B SUPPLEMENTAL TOTAL $ 318, $ 243, Deduct for Simultaneous Award of Contracts A & B no bid
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