Addendum J fissued 01/30/29)
Estimated
item No. anti Units
205,122 7,220 sy
203.113 544 sy
306.124 25,531 sy
304.33 1,000 TON
4103.6 328,100 LF
403.14 $2,150 TON
405.219 4,650 TON
403.12 545 TOR
417 296,220 sy
437.20 3,634 SY
504.4 325 VF
City of Nashua, New Hampshire
Division of Public Works
IFBOGEC-020719
Schedule of Values - Major & Arterial Roads
Item Description Unit Price Total Price
in figures in figures
Road Excavation and Kegrade
Ten _Doattars ane
Q_conts 10.00 s 73,200.00
Driveway Excavation and Reprade
Ten Dollars and
No cents 10.00 s 5,140.00
Reclaim Stabilized Base Processed in Place 24” Deep (F)
Three Dollars. and
I cents 3.50 s 90.408 50
Crushed Aggregate for Shoulders
Thirty Dollars and
No cents 30.00 $ 30,000.00
Pavement Joint Adhesive
NO potiars and
Thirty coms 0.30 38,430.00
Hot Bituminous Pavement (Method Sper.}, Machine
Method .
Seventy-Six Dollars and
Fifty cents 76.505 3,.989.475.00
Hot Bituminous Pavement (Method Spec.}, Machine
Method, High Strength . .
Eighty-Six pattars ang
O cents 86.005 399,900.00
Hot Bituminous Pavement, Hand Method
-Ei Galtars and
No cents 145.00 s 79,170.00
Cald Planing of Bituminous Surlaces
TWO pollars and
Twenty cents 2.205 651,684.00
Caid Planing Transitions
Ten Daitars ang
No cents 10.005 36,340.00
Repair of Existing Structures
Two Hundred patiars ang
O cents 200.00 s 65,000.00
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