2025 Putnam County OPWC Paving Program Bid Opening: 6/26/25 at 10:30 AM Bidder: Item Ward Construction Co. Description 407 Tack Coat (0.075 gal/sy) 6” Stabilized Crushed Aggregate 411 (1’ each side), As Per Plan 1” Asphalt Concrete Surface 441 Course, Type 1 (449), PG 6422, As Per Plan 1” Asphalt Concrete 441 Intermediate Course, Type 1 (449), PG 64-22, As Per Plan Special Formed Construction Joint 614 Temporary Centerlines 614 Maintaining Traffic Mobilization 624 Qty. Unit Unit Cost 1,160 Gal. $3.00 $3,480.00 490 Ton $27.00 $13,230.00 860 Ton $99.00 $85,140.00 860 Ton $99.00 $85,140.00 7 1.250 1 1 Each Mile Lump Lump $250.00 $700.00 $2,000.00 $2,000.00 $1,750.00 $875.00 $2,000.00 $2,000.00 PROPOSAL A - TOTAL Item 407 411 441 441 624 Total Cost $193,615.00 Description Qty. Unit Milling 2" Tack Coat (0.075 gal/sy) 6” Stabilized Crushed Aggregate (1’ each side), As Per Plan 1” Asphalt Concrete Surface Course, Type 1 (449), PG 6422, As Per Plan 1” Asphalt Concrete Intermediate Course, Type 1 (449), PG 64-22, As Per Plan Mobilization 1,703 128 SY Gal. $2.00 $3.00 $3,406.00 $384.00 55 Ton $27.00 $1,485.00 95 Ton $99.00 $9,405.00 95 Ton $99.00 $9,405.00 1 Lump $1,000.00 $1,000.00 PROPOSAL B - TOTAL Unit Cost Total Cost $25,085.00 Bidder: Item The Shelly Company Description 407 Tack Coat (0.075 gal/sy) 6” Stabilized Crushed Aggregate 411 (1’ each side), As Per Plan 1” Asphalt Concrete Surface 441 Course, Type 1 (449), PG 6422, As Per Plan 1” Asphalt Concrete 441 Intermediate Course, Type 1 (449), PG 64-22, As Per Plan Special Formed Construction Joint 614 Temporary Centerlines 614 Maintaining Traffic Mobilization 624 Qty. Unit Unit Cost 1,160 Gal. $2.50 $2,900.00 490 Ton $45.00 $22,050.00 860 Ton $112.00 $96,320.00 860 Ton $112.00 $96,320.00 7 1.250 1 1 Each Mile Lump Lump $500.00 $1,200.00 $5,000.00 $4,000.00 $3,500.00 $1,500.00 $5,000.00 $4,000.00 PROPOSAL A - TOTAL Item 407 411 441 441 624 Total Cost $231,590.00 Description Qty. Unit Milling 2" Tack Coat (0.075 gal/sy) 6” Stabilized Crushed Aggregate (1’ each side), As Per Plan 1” Asphalt Concrete Surface Course, Type 1 (449), PG 6422, As Per Plan 1” Asphalt Concrete Intermediate Course, Type 1 (449), PG 64-22, As Per Plan Mobilization 1,703 128 SY Gal.
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