12445221B0003 Price Verification.pdf

PAY

ITEM

ITEM DESCRIPTION QUANTITY MM UNIT UNIT PRICE

ROGERS

BROTHER

COST ROGERS

BROTHER

UNIT PRICE

Mohawk Valley

Material

COST Mohawk Valley Materials

UNIT PRICE

Pigott Asphalt and Sitework

COST Pigott Asphalt and

Sitework

Hydra Engineering & Construction

UNIT PRICE

Hydra Engineering & Construction

COST

UNIT PRICE ECSC

LLC

UNIT COST ECSC

LLC

15101 Mobilization 1 CQ LS $22,893.53 $22,893.53 $23,000.00 $23,000.00 $23,330.00 $23,330.00 $75,000.00 $75,000.00 $27,174.00 $27,174.00 15713 Soil erosion and pollution control seed and fertilize 5’ each side of road (see notes on Sheet 13 OF 27 of the drawings/plans)

35.24 CQ AC

$197.00 $6,942.28 $700.00 $24,668.00 $450.00 $15,858.00 $2500.00 $88,100.00 $4,434.00 $156,254.16

20101

Clearing and Grubbing (remove downed trees and light debris along each side of the road from tree line to tree line), disposal method f (scatter inside wooded areas on site).

0.21 CQ AC $2,200.00 $462.00 $8,800.00 $1,848.00 20,000.00 $4,200.00 $10,000.00 $2,100.00 $6,256.32 $1,313.83

20301 Remove (CMP size 21”x15”)/dispose old culverts, disposal method a (Remove from project).

1 AQ EA

$1,250.00 $1,250.00 $600.00 $600.00 $1,500.00 $1,500.00 $4500.00 $4,500.00 $2,383.00 $2,383.00

20301 Remove (CMP size 28”x20”)/dispose old culverts, disposal method a (Remove from project).

1 AQ EA

$1,250.00 $1,250.00 $600.00 $600.00 $1,500.00 $1,500.00 $4500.00 $4,500.00 $2,383.00 $2,383.00

20301 Remove (CMP’s size 42”x29”)/dispose old culverts, disposal method a (Remove from project).

3 AQ EA

$1,250.00 $3,750.00 $600.00 $1,800.00 $750.00 $2,250.00 $9000.00 $27,000.00 $2,145.00 $6,435.00

25102 RipRap (FDOT Size No. 4) - Add to Established LWC’s - Screened Aggregate Limerock Grade FDOT Size No. 4 - (2 inch minus) Compaction Method A, (Operating spreading and hauling equipment over the full width of the travelway.) (see notes on Sheet 10 OF 27 of the drawings/plans)

100 AQ TON

$42.50 $4,250.00 $120.00 $12,000.00 $75.00 $7,500.00 $62.00 $6,200.00 $83.22 $8,322.00

30103

Aggregate base (SAND/CLAY), grading A (At the end of each day's operations, shape to drain and compact the embankment surface to a uniform cross-section. Eliminate ruts and low spots that could hold water. During all stages of construction, route and distribute hauling and leveling equipment over the width and length of each layer of material.), compaction method B (Operate rollers and compact as specified in Subsection 204.11(a)(1))

100 AQ CY $12.50 $1,250.00 $78.00 $7,800.00 $150.00 $15,000.00 $50.00 $5,000.00 $46.19 $4,619.00

30116

200' Low Water Crossing (Flat bottom crossing);

installed - includes 200 TONS Screened Aggregate Limerock Grade FDOT Size No. 4 - (2 inch minus) Compaction Method A, (Operating spreading and hauling equipment over the full width of the travelway.) Geotextile Fabric, equipment hours, and Erosion Control (see notes on Sheet 10 OF 27 of the drawings/plans)

3 CQ LS $9,652.00 $28,956.00 $9,000.00 $27,000.00 $14,905.00 $44,715.00 $35000.00 $105,000.00 $37,745 $113,235.00

PAY

ITEM

ITEM DESCRIPTION QUANTITY MM UNIT UNIT PRICE

ROGERS

BROTHER

COST ROGERS

BROTHER

UNIT PRICE

Mohawk Valley

Material

COST Mohawk Valley Materials

UNIT PRICE

Pigott Asphalt and Sitework

COST Pigott Asphalt and

Sitework

Hydra Engineering & Construction

UNIT PRICE

Hydra Engineering & Construction

COST

UNIT PRICE ECSC

LLC

UNIT COST ECSC

LLC

30208 Roadway aggregate (LIMEROCK roadbase), compaction method 2 (Compact each layer full width. Roll from the sides to the center, parallel to the centerline of the road. Along curbs, headers, walls, and places not accessible to the roller, compact the material with approved tampers or compactors.)

8800 AQ TON

$32.06 $282,128.00 $44.00 $387,200.00 $40.90 $359,920.00 $50.00 $440,000.00 $50.21 $441,848.00

30315

Roadway Reconditioning (This work consists of reconditioning ditches [includes cleaning culvert inlets and outlets], shoulders, roadbeds, aggregate surfaces, or the entire road), Compaction Method C (Use compression-type or vibratory rollers. Compact each layer of material full width to at least 95 percent of the maximum density).

45.23 AQ MI $1,950.00 $88,198.50 $910.00 $41,159.30 $3,900.00 $176,397.00 $2500.00 $113,075.00 8,773.60 $396,829.93

60203

INSTALL CULVERT - 21"x15”, 16 GA, CMP, according to the design and plans (see notes on Sheet 11 OF 27 of the drawings/plans) (installation includes 40 TONS RipRap that is size 8 inch minus limerock, Geotextile Fabric, and erosion control)

32 AQ LF $232.78 $7,448.96 $320.00 $10,240.00 $234.00 $7,488.00 $130.00 $4,160.00 $201.19 $6,438.08

60203

INSTALL CULVERT - 28"x20”, 14 GA, CMP according to the design and plans (see notes on Sheet 11 OF 27 of the drawings/plans) (installation includes 40 TONS RipRap, [8 inch minus limerock] Geotextile Fabric, and erosion control)

32 AQ LF $232.78 $7,448.96 $340.00 $10,880.00 $265.00 $8,480.00 $180.00 $5,760.00 $220.30 $7,049.60

60203

INSTALL CULVERTS – (3) 42"x29”, 14 GA, CMP, according to the design and plans (see notes on Sheet 11 OF 27 of the drawings/plans) (installation includes 120 TONS RipRap that is size 8 inch minus limerock, Geotextile Fabric, and erosion control)

174 AQ LF $232.78 $40,503.72 $220.00 $38,280.00 $140.00 $24,360.00 $1500.00 $261,000.00 $191.93 $33,395.82

63501 Temporary traffic control (This work consists of furnishing, installing, maintaining, relocating, and removing temporary traffic control devices for the control and protection of public traffic through the project).

11 CQ LS

199 $2,189.00 $350.00 $3,850.00 $500.00 $5,500.00 $1500.00 $16,500.00 no quote no quote

$498,920.95 $590,925.30 $697,998.00 $1,157,895.00 $1,207,680.42 TOTAL