Total Cost

Selected #

Selected ($)

# Locked Items Selected Lowest Unit of MeasureQuantity RequiredUnit Price Total Cost

#1-1 FALSE Mobilization - may not exceed 2.5% of the total Contract Price on Page P-7$ 0 $ 18,000.0 Lump Sum 1 $ 18,000.0 $ 18,000.0

#1-2 FALSE Furnishing & placing, including excavation, a four inch (4") PG64-22 19mm and 9.5mm paving mixture using specification for super pave asphalt mixture design, Section 409 of PennDOT (2.5" of 19mm course + 1.5” of 9.5mm Wearing Surface)Publication 408$ 0 $ 167,520.0Sq. Yds 4000 $ 123 $ 492,000.0

#1-3 FALSE Furnishing & placing, including excavation, finished concrete six inches (6") thick using 4000 lb. per square inch concrete.$ 0 $ 6,000.0 Sq. Yds 40 $ 300 $ 12,000.0

#1-4 FALSE Furnishing & placing, including excavation, finished concrete eight inches (8") thick using 4000 lb. per square inch concrete.$ 0 $ 3,100.0 Sq. Yds 20 $ 360 $ 7,200.0

#1-5 FALSE This bid item is to be used with bid item #4 for each additional per inch depths. Refer to Page 1-10 paragraph 1.23 for example of payment.$ 0 $ 4,000.0 Sq. Yds 200 $ 80 $ 16,000.0

#1-6 FALSE Furnishing & placing, including excavation, six inches (6") PG64-22 25 mm and 9.5 mm paving mixture using specification for super pave asphalt mixture design. Section 309, PennDOT Publication 408. (4.5" of 25mm course + 1.5” of 9.5mm Wearing Surface)$ 0 $ 28,500.0 Sq. Yds 500 $ 156 $ 78,000.0

#1-7 FALSE Furnishing & placing, including excavation, eight inches (8") of PG64-22 25 mm base course paving mixture using specification for super pave asphalt mixture design. Section 309, PennDOT Publication 408. Material to be placed in two 4" thick layers.$ 0 $ 284,000.0Sq. Yds 4000 $ 112 $ 448,000.0

#1-8 FALSE Furnishing & placing, including excavation, twelve inches (12") of PG64-22 25 mm base course paving mixture using specification for super pave asphalt mixture design.Section 309, PennDOT Publication 408. Material to be placed in two 6" thick layers.$ 0 $ 178,000.0Sq. Yds 2000 $ 149 $ 298,000.0

#1-9 FALSE This bid item is to be used with bid item #8 for each additional per inch depths. Refer to Page 1-10 paragraph 1.24 for example of payment.$ 0 $ 15,000.0 Sq. Yds 1000 $ 46 $ 46,000.0

#1-10 FALSE Furnishing & placing, including excavation, standard monolithic concrete sidewalk four inches (4") thick using 4000 psi concrete.$ 0 $ 105,000.0Sq. Ft. 5000 $ 30 $ 150,000.0

#1-11 FALSE Furnishing & placing, including excavation, standard brick sidewalk, must match existing brick pattern.$ 0 $ 3,000.0 Sq. Ft. 300 $ 40 $ 12,000.0

#1-12 FALSE Furnishing & placing, including excavation, new standard concrete curbing in accordance with PennDOT Standard Curb Details.$ 0 $ 12,750.0 Lin. Ft. 150 $ 200 $ 30,000.0

#1-13 FALSE Perform saw cut around ditches for all pavement restorations in either concrete or bituminous roadway material to a depth of 9” - 14" where required by the Authority's Engineer.$ 0 $ 41,500.0 Lin. Ft. 10000 $ 15 $ 150,000.0

#1-14 FALSE This bid item is to be used with bid item #13 for each additional per inch depths. Refer to Page 1-10 paragraph 1.25 for example of payment.$ 0 $ 1,000.0 Lin. Ft. 2000 $ 2 $ 4,000.0

#1-15 FALSE Perform saw cut for all concrete or bituminous sidewalk pavement restorations to a depth of 4" to 6" where required by the Authority's Engineer.$ 0 $ 2,750.0 Lin. Ft. 1000 $ 14 $ 14,000.0

#1-16 FALSE Replace and adjust sewer vent caps with material supplied by Chester Water Authority.$ 0 $ 50 Each 50 $ 200 $ 10,000.0

#1-17 FALSE Furnishing and installation of steelreinforcement to include two (2) layers of #5 bars placed on 12" centers both ways. Each layer is to be placed 2" from top and 2" from bottom of concrete placed in item #’s 3 and 4. This item will be paid in addition to unit prices paid in the above items.$ 0 $ 2,750.0 Sq. Yds 100 $ 100 $ 10,000.0

#1-18 FALSE Roadway milling performed at variable width 1 1/2" to 3 1/2" depth in accordance with latest PennDOT regulations. Milling to include removal and proper disposal of all debris and thorough sweeping of milled and adjacent areas. A minimum of 20 sq. yds. will be used for each work order.$ 0 $ 6,000.0 Sq. Yds 200 $ 30 $ 6,000.0

#1-19 FALSE Roadway milling 1 1/2” depth and furnishing and placing of 1 1/2” of PG64-22 9.5 mm paving mixture using specification for super pave asphalt mixture design, Section 409 of PennDOT Publication 408. Milling to include removal and proper disposal of all debris and thorough sweeping of milled and adjacent areas.$ 0 $ 34,500.0 Sq. Yds 1500 $ 23 $ 34,500.0

#1-20 FALSE Furnishing & installation, including excavation, as necessary, of top quality topsoil in conformance with latest PennDOT Regulations and where directed by the Authority's Engineer. Units are cubic feet, or 1/27 of a cubic yard, or 3 square feet at a depth of 4-inches.$ 0 $ 250 C.F 50 $ 150 $ 7,500.0

#1-21 FALSE Repairing 2" diameter rotary holes approximately 36" deep by filling with dry sand except for top 2". Top 2" to be filled with Hot Patch Sealer. Holes to be generally repaired when nearby permanent paving is restored.$ 0 $ 100 Per Hole 100 $ 80 $ 8,000.0

#1-22 FALSE Repainting of all center lines, lane lines, edge lines, crosswalks, stop bars, symbols and legends in conformance with latest PennDOT Specifications Form 408, Section 962 where directed by the Authority's Engineer.$ 0 $ 3,000.0 Lin. Ft. 2000 $ 9 $ 18,000.0

#1-23 FALSE Resealing of existing street patches done by others in accordance with latest PennDOT Specification Form 408 where directed by Authority Engineer.$ 0 $ 100 Lin. Ft. 100 $ 10 $ 1,000.0

#1-24 FALSE Hourly Rate for providing a crew and equipment for maintaining temporary patches before receipt of work order for paving restoration for emergencies. Material to be provided in conjunction with item #25. (minimum of four hours per call)$ 0 $ 8,940.599999999999$ / Hour 12 $ 1,500.0 $ 18,000.0

#1-25 FALSE For providing temporary Bituminous Material for temporary patching to be used in conjunction with Item #24.$ 0 $ 1,450.0 Tons 10 $ 150 $ 1,500.0

#1-26 FALSE Estimated Cost of Special Materials, special equipment, and special subcontractor services to be furnished by Contractor in accordance with these specifications. This estimated cost is provided by CWA and is to be included in the Total Price of Item #’s 1 thru 26 as shown below. See Section 1.14.1. NOTE: All bidders shall include $50,000.00 for this line item.$ 0 $ 50,000.0 Lump Sum Allowance1 $ 50,000.0 $ 50,000.0

Base Bid Pricing (26)

$ 0

$ 1,939,700.0

DEPAUL AND COMPANY INC.

Unit Price Total Cost Unit Price Total Cost Unit Price Total Cost Unit Price Total Cost

$ 25,000.0 $ 25,000.0 $ 54,500.0 $ 54,500.0 $ 25,000.0 $ 25,000.0 $ 35,000.0 $ 35,000.0

$ 42 $ 168,000.0 $ 160.55 $ 642,200.0 $ 41.88 $ 167,520.0 $ 103 $ 412,000.0

$ 400 $ 16,000.0 $ 319.2 $ 12,768.0 $ 342.78 $ 13,711.199999999999$ 150 $ 6,000.0

$ 500 $ 10,000.0 $ 479.75 $ 9,595.0 $ 435.9 $ 8,718.0 $ 155 $ 3,100.0

$ 50 $ 10,000.0 $ 23.75 $ 4,750.0 $ 57.13 $ 11,426.0 $ 20 $ 4,000.0

$ 57 $ 28,500.0 $ 218.5 $ 109,250.0 $ 66.05 $ 33,025.0 $ 133 $ 66,500.0

$ 71 $ 284,000.0 $ 228 $ 912,000.0 $ 91.15 $ 364,600.0 $ 132 $ 528,000.0

$ 89 $ 178,000.0 $ 247 $ 494,000.0 $ 116.95 $ 233,900.0 $ 136 $ 272,000.0

$ 15 $ 15,000.0 $ 20 $ 20,000.0 $ 15.81 $ 15,810.0 $ 15 $ 15,000.0

$ 25 $ 125,000.0 $ 27.55 $ 137,750.0 $ 21.05 $ 105,250.0 $ 21 $ 105,000.0

$ 65 $ 19,500.0 $ 36.1 $ 10,830.0 $ 32.12 $ 9,636.0 $ 10 $ 3,000.0

$ 220 $ 33,000.0 $ 125.4 $ 18,810.0 $ 91.45 $ 13,717.5 $ 85 $ 12,750.0

$ 5 $ 50,000.0 $ 12 $ 120,000.0 $ 4.15 $ 41,500.0 $ 10 $ 100,000.0

$ 1.5 $ 3,000.0 $ 3 $ 6,000.0 $ 0.5 $ 1,000.0 $ 5 $ 10,000.0

$ 4 $ 4,000.0 $ 9 $ 9,000.0 $ 2.75 $ 2,750.0 $ 5 $ 5,000.0

$ 250 $ 12,500.0 $ 47.5 $ 2,375.0 $ 295 $ 14,750.0 $ 1 $ 50

$ 167 $ 16,700.0 $ 31.35 $ 3,135.0 $ 27.5 $ 2,750.0 $ 50 $ 5,000.0

$ 160 $ 32,000.0 $ 42.75 $ 8,550.0 $ 87.15 $ 17,430.0 $ 40 $ 8,000.0

$ 36 $ 54,000.0 $ 52.25 $ 78,375.0 $ 29.05 $ 43,575.0 $ 37 $ 55,500.0

$ 400 $ 20,000.0 $ 7 $ 350 $ 14 $ 700 $ 5 $ 250

$ 250 $ 25,000.0 $ 15 $ 1,500.0 $ 358 $ 35,800.0 $ 1 $ 100

$ 12 $ 24,000.0 $ 10 $ 20,000.0 $ 1.5 $ 3,000.0 $ 4.5 $ 9,000.0

$ 68 $ 6,800.0 $ 4 $ 400 $ 5 $ 500 $ 1 $ 100

$ 3,000.0 $ 36,000.0 $ 1,187.5 $ 14,250.0 $ 745.05 $ 8,940.599999999999$ 900 $ 10,800.0

$ 250 $ 2,500.0 $ 285 $ 2,850.0 $ 145 $ 1,450.0 $ 250 $ 2,500.0

$ 50,000.0 $ 50,000.0 $ 50,000.0 $ 50,000.0 $ 50,000.0 $ 50,000.0 $ 50,000.0 $ 50,000.0

Base Bid Pricing (26)

$ 0 $ 0 $ 0 $ 0

0 0 0 0

$ 1,248,500.0 $ 2,743,238.0 $ 1,226,459.3 $ 1,718,650.0

G&B ConstructionGeneral Asphalt Paving Co. of PhiladelphiaJoseph J Danielle LLCMoore Brothers Enterprises Ltd