Hutchinson St Hyacinth Dr Monadnock St
Item Description Unit Hughey St Brigham St Donald Way Kern Dr Kingston Dr Main St McDonald Dr Mckenna Dr Blue Jay Hill Scotia Way Swan St Teak Dr
203.112 Road Excavation and Regrade SY 0 0 0 0 525 327 0 891 0 0 0 0
203.113 Driveway Excavtion and Regrade SY 15 15 15 15 15 15 15 15 15 15 15 15
304.112 Reclaimed Stabilized Base Processed in Place 12" Deep (F) SY 0 0 0 0 0 0 0 0 0 0 0 0
304.33 Crushed Aggregate for Shoulders TON 2 2 2 2 2 2 2 2 2 2 2 2
403.6 Pavement Joint Adhesive LF 0 0 0 0 0 5020 0 0 0 0 0 0
403.11 Hot Bituminous Pavement, Machine Method (Shim/Base) TON 185 200 348 157 929 780 417 1588 131 101 156 477
403.11 Hot Bituminous Pavement, Machine Method (Top) TON 234 254 439 198 497 1176 501 846 166 127 196 602
403.12 Hot Bituminous Pavement, Hand Method TON 6.0 7.0 7.5 5.0 5.0 9.5 9.0 11.5 6.5 4.0 4.0 8.5
417 Cold Planing of Bituminous Surfaces SY 0 0 0 0 7000 13100 0 11900 0 0 0 0
417.20 Cold Planing Transitions SY 80 120 220 180 90 0 320 0 180 20 270 240
604.4 Repair of Existing Structures VF 5 4 11 6 11 33 13 30 2 2 0 19
604.45 Adjusting to Grade Existing Castings EA 0 0 11 4 5 37 20 30 0 2 0 29
604.46 Replace Casting EA 9 7 11 8 16 28 5 29 3 2 9 8
605.47 Drop and Plate Casting For Reclaim EA 0 0 0 0 0 0 0 0 0 0 0 0
609.5 Reset Granite Curbing LF 0 0 20 0 50 0 20 50 0 0 10 40
609.811 Bituminouos Curbing LF 0 0 0 0 0 0 0 0 0 0 10 0
616.7 Local Traffic Loops 6'X50° (2-4-2 TURN) EA 0 0 0 0 0 9 0 0 0 0 0 0
618.6 Uniformed Officers ALLOWANCE | $ - - $ > - $ - $ 10,692.00 $ -| $ -| $ > -| $ -| $ -
618.7 Flaggers ALLOWANCE | $ __ 1,017.00 1,065.00 + 840.00 $1,114.00 $ 2,517.00 $ 7,333.00 $ 2,178.00| $ 4,502.00 | $ 920.00} $ 630.00 | $1,162.00 | $ 2,469.00
619.1 Maintenance of Traffic U
632.0104 |Retroreflective Paint Pavement Markings, 4" Line LF 0 0 0 0 0 12059 0 0 0 0 0 0
632.3112 |Retroreflective Thermoplastic Pavement Markings, 12" Line LF 0 0 0 0 0 695 0 60 0 0 0 0
632.32 Retrereflective Thermoplastic Symbol SF 0 0 0 0 0 187 0 0 0 0 0 0
632.80 Temporary Pavement Markers EA 0 0 0 0 0 412 0 0 0 0 0 0
641 Loam and Seed TON 37 37 0 23 0 0 0 0 28 0 28 0
900 Liquid Asphalt Adjustment ALLOWANCE | $ 839.38 910.48 1 560.14 $ 711.00 $ 2,826.23 $ 3,881.86 $ 1,830.83] $ 4,829.86 | $ 599.41) $ 458.20| $ 703.10} $ 2,147.81
-- Asphalt Testing Core (Subsidiary to 403.11) EA
-- Asphalt Testing Loose Sample (Subsidiary to 403.11) EA
-- Asphalt Precore (Subsidiary to 417) EA 0 0 0 0 5 0 0 7 0 0 0 0
-- Silt Sacks (Subsidiary to 304.112) EA 0 0 0 0 0 0 0 0 0 0 0 0
-- Silt Sacks (Subsidiary to 417) EA 0 0 0 0 8 44 0 37 0 0 0 0
J
VO ) VF NASHUA, NEW HAMPSHIRE )
CITY OF NASHUA NEW HAMPSHIRE PLAN OF
CITY ENGINEER'S OFFICE 2017 PAVING PROGRAM _
9 RIVERSIDE STREET FEBRUARY QUANTITIES 2 7
NASHUA, NEW HAMPSHIRE 03062 DRAWN BY: DESIGNED BY: REVIEWED BY: 2017
JUNO. REVISION DESCRIPTION DATE J T. WELCH T. WELCH J. MENDOLA JU JU 2 OF 44 J
