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					                                                          STATE OF NEW HAMPSHIRE
                                                       DEPARTMENT OF TRANSPORTATION
                                                                                                                7 HAZEN DRIVE
JOHN O. MORTON BUILDING                                                                                         POST OFFICE BOX 483
CONTRACT SECTION                                       INVITATION FOR BIDS                                      CONCORD, NH 03302

Sealed proposals are to be received and deposited in the Bid Box in Room 112 (small conference room) at the John 0. Morton Building, at the address
above by 2:00 o'clock PM, Eastern Time, on THURSDAY, MAY 6, 2010 for the following project:

                                     LINCOLN-FRANCONIA
                                        A000(808), 15603
 THIS PROJECT INVOLVES RESURFACING, RESTORATION, REHABILITATION AND RECONSTRUCTION ON I-93
  (FRANCONIA NOTCH STATE PARKWAY) BEGINNING AT THE BRIDGE OVER THE PEMIGEWASSET RIVER,
 NORTH OF THE EXIT 34A NORTHBOUND ON-RAMP IN LINCOLN, PROCEEDING NORTH TO THE BRIDGE OVER
                              LAFAYETTE BROOK IN FRANCONIA
                                                  CERTIFIED CHECK/BID BOND: $50,000.00
A schedule of the minimum wages for all labor classifications as determined by the Secretary of Labor pursuant to Section 115 of the Federal Aid
Highway Act of 1956 is included in the proposal. Unskilled labor may be hired from lists prepared by the NH Dept. of Employment Security
designated in the proposal.

BIDDERS SHOULD ACT PROMPTLY AND SUBMIT ALL QUESTIONS ON THE PROJECT TO DAVE SMITH AT (603) 271-2171 AT
LEAST FIVE (5) DAYS BEFORE THE HOUR AND DATE SET FOR THE BID OPENING

Plans and specifications (NOT FOR BIDDING PURPOSES) may be seen at the at the Office of Const. Industries of MA, 1500 Providence Hwy.,
Suite 14, Norwood, MA; at the office of Assoc. General Contractors of NH, 48 Grandview Rd, Bow, NH; FW Dodge Corp. 880 Second Street.,
Manchester, NH, Construction Summary of NH, Inc., 734 Chestnut St., Manchester, NH, Const. Summary of ME, c/o Cross Insurance Bldg., 2331
Congress St., Portland, ME, Works in Progress, 20 Farrell Street, Suite 103, So. Burlington, VT, Minuteman Press, 109 Gosling Road, Newington, NH,
Signature Press & Blueprinting, Inc., 45 Londonderry Turnpike, Hooksett, NH, and Infinite Imaging. 30 International Drive, Suite 6, Portsmouth NH.

NH specifications and proposals forms, FOR BIDDING PURPOSES, shall only be obtained at the Contract Office of the Department of
Transportation for THIRTY-FIVE DOLLARS ($35.00) for Plans and specifications NON-REFUNDABLE. An additional FIVE Dollars
($5.00) will be charged for shipping fees NON-REFUNDABLE. Bidders must obtain a proposal form from the Department of Transportation
to be eligible for bidding. Checks should be made payable to "Treasurer, State of New Hampshire". Send check with project name and No. to the
Dept. of Transportation, c/o Finance & Contracts, P.O. Box 483 Hazen Drive, Concord, NH 03302.

Proposals must be completed in both words and figures on forms furnished by the Department, or on previously approved substantially-identical forms
generated by computer software, which shall be submitted in a sealed envelope marked "Proposal for: (LINCOLN-FRANCONIA A000(808),
15603)” and received by the Department of Transportation as specified above no later than the date and time mentioned above, at which time they will
be publicly opened and read aloud. Proposals must be accompanied by a certified check or bid bond in the amount listed above, payable to, "Treasurer,
State of New Hampshire," as security for the execution of the contract.

All individuals, firms, partnerships or corporations intending to bid, must file with the Dept. of Transportation on forms prepared for that purpose at
least ten (10) days prior to opening of bids, a statement showing their qualifications. No valid bidding proposal will be issued to a prospective bidder
not prequalified.

If contract price is $35,000 or more, the successful bidder will be required to furnish a contract bond in the amount of One hundred (100) percent of
their bid on forms furnished by the Department.

All bidders will be required to execute a sworn statement pursuant to Section 112(c) of Title 23 USC, certifying that he or she has not either directly or
indirectly, entered into any agreement, participated in any collusion or otherwise taken any action in restraint of free competitive bidding in connection
with such contract. Civil Rights Act of 1964,78 Stat. 252, USC 2005d to 2005d-4 and Title 49, Code of Federal Regulations, Dept. of Transportation,
Subtitle A, Office of the Secretary, Part 21, Nondiscrimination in Federally-assisted programs of the Dept. of Transportation issued pursuant to such
Act, hereby notifies all bidders that it will affirmatively insure that in any contract entered into pursuant to this advertisement, minority business
enterprises will be afforded full opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of race,
color or national origin in consideration for an award.

The right is reserved to waive any informalities in or to reject any or all proposals.

APRIL 13, 2010
F                                           William J. Cass, P.E. Director of Project Development
                                        STATE OF NEW HAMPSHIRE
                                   DEPARTMENT OF TRANSPORTATION

                                          INFORMATION REPORT


        PROJECT:                   LINCOLN-FRANCONIA
                                   A000(808), 15603

        COUNTY AND CODE:           GRAFTON 009

        DATE BIDS OPEN:            May 6, 2010

        SCOPE OF WORK:             ROADWAY REHABILITATION

        LOCATION:                  I-93 (FRANCONIA NOTCH
                                   STATE PARKWAY)

        COMPLETION DATE:           September 23, 2011

        PROPOSAL GUARANTEE:        50,000.00

        FEDERAL PARTICIPATION:     90%

                              ESTIMATED QUANTITIES

                    GENERIC PAR CODE FOR THE CONSTRUCTION ITEM LIST


                ITEM                  ITEM
               NUMBER             DESCRIPTION           UNIT   QUANTITY


               201.8812     INVASIVE SPECIES CONTROL
                             TYPE I                      SY            80.
               201.8821     INVASIVE SPECIES CONTROL
                             TYPE II                     A                .25
               202.41       REMOVAL OF EXISTING PIPE
                             0-24" DIAMETER              LF           160.
               202.42       REMOVAL OF EXISTING PIPE
                             OVER 24" DIAMETER           LF             8.
               202.6        CURB REMOVAL FOR
                             STORAGE                     LF      66,500.
               202.7        REMOVAL OF GUARDRAIL (F)     LF      48,850.
               203.1        COMMON EXCAVATION            CY       3,750.
               203.2        ROCK EXCAVATION              CY         185.
               203.5554     GUARDRAIL 50' EAGRT
                             PLATFORM                    U           29.
               203.601      EMBANKMENT IN PLACE          CY       2,600.
               206.1        COMMON STRUCTURE
                             EXCAVATION                  CY           950.
               206.19       COMMON STRUCTURE
                             EXCAVATION EXPLORATORY      CY           100.
               206.2        ROCK STRUCTURE EXCAVATION    CY           150.
               209.1        GRANULAR BACKFILL            CY            50.
               214.2        FINE GRADING BEHIND
                             REMOVED CURB                LF      48,350.
                                          1

15603
304.301   CRUSHED GRAVEL               CY       725.
304.32    CRUSHED GRAVEL FOR
           SHOULDER LEVELING           TON     2,025.
403.11091 HOT BITUMINOUS PAVEMENT,
           MACHINE METHOD, NIGHT
           (QC/QA TIER 1)              TON    31,600.
403.11092 HOT BITUMINOUS PAVEMENT,
           MACHINE METHOD, NIGHT
           (QC/QA TIER 2)              TON     1,750.
403.12    HOT BITUMINOUS PAVEMENT,
           HAND METHOD                 TON       550.
403.4     MATERIAL TRANSFER
           VEHICLE (MTV)               TON    32,750.
403.6     PAVEMENT JOINT ADHESIVE      LF    155,000.
403.99    TEMPORARY BITUMINOUS
           PAVEMENT                    TON       175.
417.19    COLD PLANING BITUMINOUS
           SURFACES (NIGHT)            SY    222,500.
417.42    MILLED RUMBLE STRIPS         MI          6.9
417.422   MILLED RUMBLE STRIPS,
           12" WIDE                    MI         12.4
502.302   DEBRIS CONTROL               U           1.
503.101   WATER DIVERSION STRUCTURES   U           1.
503.102   WATER DIVERSION STRUCTURES   U           1.
503.103   WATER DIVERSION STRUCTURES   U           1.
503.104   WATER DIVERSION STRUCTURES   U           1.
503.105   WATER DIVERSION STRUCTURES   U           1.
503.106   WATER DIVERSION STRUCTURES   U           1.
503.107   WATER DIVERSION STRUCTURES   U           1.
503.108   WATER DIVERSION STRUCTURES   U           1.
503.109   WATER DIVERSION
           STRUCTURE                   U           1.
503.110   WATER DIVERSION
           STRUCTURE                   U           1.
503.111   WATER DIVERSION
           STRUCTURE                   U           1.
503.112   WATER DIVERSION
           STRUCTURE                   U           1.
503.113   WATER DIVERSION
           STRUCTURE                   U           1.
503.114   WATER DIVERSION
           STRUCTURE                   U           1.
503.115   WATER DIVERSION
           STRUCTURE                   U           1.
503.116   WATER DIVERSION
           STRUCTURE                   U           1.
503.117   WATER DIVERSION
           STRUCTURE                   U           1.
503.118   WATER DIVERSION
           STRUCTURE                   U           1.
503.119   WATER DIVERSION
           STRUCTURE                   U           1.
503.120   WATER DIVERSION
           STUCTURE                    U           1.
                         2
                                     15603

        503.121     WATER DIVERSION
                     STRUCTURE                  U         1.
        503.122     WATER DIVERSION
                     STRUCTURE                  U         1.
        503.123     WATER DIVERSION
                     STRUCTURE                  U         1.
        503.124     WATER DIVERSION
                     STRUCTURE                  U         1.
        503.201     COFFERDAMS                  U         1.
        508.        STRUCTURAL FILL             CY       14.
        512.0201    PREPARATION FOR CONCRETE
                     REPAIRS, CLASS II          SY       22.
        520.02      CONCRETE CLASS AA,
                     ABOVE FOOTINGS             CY        3.7
        520.2       CONCRETE CLASS B            CY       36.
        521.1       SHOTCRETE LINER             SF    3,150.
        534.3       WATER REPELLENT (SILANE/
                     SILOXANE)                  GAL      10.15
        544.1       REINFORCING STEEL
                     (ROADWAY)                  LB    2,200.
        563.31      BRIDGE MEDIAN RAIL
                     BASE PLATE                 EA        6.
        563.32      TUBULAR BRIDGE PLATE
                     FOR BRIDGE APPROACHES      EA      12.
        563.9133    SNOW SCREENING (TUBULAR)    LF     309.33
        565.802     ADJUSTING BRIDGE APPROACH
                     RAIL                       U       14.
        570.401     MORTAR RUBBLE MASONRY       CY     340.
        585.1       STONE FILL, CLASS A         CY     160.
        585.2       STONE FILL, CLASS B         CY     585.
        585.3       STONE FILL, CLASS C         CY     100.
        593.411     GEOTEXTILE; PERM CONTROL
                     CL.1, NON-WOVEN            SY    1,430.
        602.001     CONTROLLED DENSITY FILL
                     CONCRETE                   CY       65.
        602.18241   ALUMINIZED STEEL PIPE
                     LINER FOR 24" CMP          LF      130.
        602.18301   ALUMINIZED STEEL PIPE
                     LINER FOR 30" CMP          LF      205.
        602.18361   ALUMINIZED STEEL PIPE
                     LINER FOR 36" CMP          LF      100.
        602.18421   ALUMINIZED STEEL PIPE
                     LINER FOR 42" CMP          LF      255.
        602.20301   POLYETHYLENE PIPE LINER
                     FOR 30" CMP                LF       95.
        602.33611   CURED IN PLACE LINER
                     FOR 36" CMP                LF     180.
        603.00215   15" R.C. PIPE, 2000D        LF     235.
        603.00224   24" R.C. PIPE, 2000D        LF     160.
        603.00230   30" R.C. PIPE, 2000D        LF      90.
        603.00236   36" R.C. PIPE, 2000D        LF     225.
        603.00242   42" R.C. PIPE, 2000D        LF     600.
        603.00248   48" R.C. PIPE, 2000D        LF     480.
        603.13015   15" CORR. ALUMINIZED
                     STEEL (TYPE2) PIPE .064"   LF      760.
                                  3

15603
        603.13018 18" CORR. ALUMINIZED
                   STEEL (TYPE2) PIPE .064"   LF       85.
        603.13024 24" CORR. ALUMINIZED
                   STEEL (TYPE2) PIPE .064"   LF      170.
        603.13030 30" CORR. ALUMINIZED
                   STEEL (TYPE 2) PIPE
                   .064"                      LF       65.
        603.13036 36" CORR. ALUMINIZED
                   STEEL (TYPE 2) PIPE
                   .064"                      LF       30.
        603.13042 42" CORR. ALUMINIZED
                   STEEL (TYPE 2) PIPE
                   .064"                      LF      180.
        603.13054 54" CORR. ALUMINIZED
                   STEEL (TYPE 2) PIPE
                   0.64"                      LF      110.
        603.30115 15" R.C. END SECTIONS       EA        1.
        603.30130 30" R.C. END SECTIONS       EA        1.
        603.30142 42" R.C. END SECTIONS       EA        2.
        603.309   RESET CONCRETE END
                   SECTION                    EA       3.
        603.34112 12" STEEL END SECTIONS      EA      21.
        603.34115 15" STEEL END SECTIONS      EA      18.
        603.34118 18" STEEL END SECTIONS      EA       1.
        603.34124 24" STEEL END SECTIONS      EA       1.
        603.34136 36" STEEL END SECTIONS      EA       1.
        603.34142 42" STEEL END SECTIONS      EA       2.
        603.44012 12" CORR. POLYETHYLENE
                   PIPE FOR SLOPE DRAINAGE    LF      950.
        603.44015 15" CORR. POLYETHYLENE
                   PIPE FOR SLOPE DRAINAGE    LF      505.
        604.0007 POLYETHYLENE LINER           EA      285.
        604.12    CATCH BASINS TYPE B         U        11.
        604.125   CATCH BASINS TYPE B,
                   5-FOOT DIAMETER            U         1.2
        604.15    CATCH BASINS TYPE E         U        15.
        604.22    DROP INLETS TYPE B          U         9.5
        604.225   DROP INLET TYPE B,
                   5' DIA.                    U         2.
        604.226   DROP INLETS TYPE B,
                   6-FOOT DIAMETER            U        1.5
        604.242   DROP INLETS TYPE D-B        U        6.
        604.25    DROP INLETS TYPE E          U        2.
        604.4     RECONSTRUCTING/ADJUSTING
                   CATCH BASIN & DROP INLET   LF      350.
        604.40091 MODIFY AND REHABITATE
                   EXISTING BARREL BLOCK
                   CATCH BASINS               U        1.
        604.72    GRATES & FRAMES, TYPE B     EA       3.
        605.506   6" PERF. CORR. POLYETHYL
                   PIPE UND.                  LF   17,325.
        605.512   12" PERF. CORR. POLYETHLY
                   PIPE UND.                  LF      635.
        605.79    UNDERDRAIN FLUSHING
                   BASINS                     EA        9.
                                4

15603
605.82251 24 INCH AGGREGATE
           UNDERDRAIN TYPE 2, WITH
           6 " PREFORATED CORR POLY    LF          860.
606.000   STEEL BEAM FOR BEAM
           GUARDRAIL                   LF        1,025.
606.0122 STEEL POST ASSEMBLIES
           FOR BEAM GUARDRAIL
           POSTS                       EA           16.
606.120   BEAM GUARDRAIL (STANDARD
           SECTION-STEEL POST)         LF       25,750.
606.1454 BEAM GUARDRAIL (TERM.
           UNIT TYPE EAGRT 50 FT.)     U            29.
606.1457 MEDIAN IMPACT
           ATTENUATOR (XTENSION)       U             6.
606.1458 NU-GUARD TRANSITION
           SEGMENT                     LF          100.
606.147   BEAM GUARDRAIL (TERMINAL
           UNIT TYPE G-2)              U            36.
606.25808 DOUBLE-FACED STEEL BEAM
           GUARDRAIL, STEEL POSTS
           (NU-GUARD)                  LF       21,525.
606.25848 DOUBLE-FACED STEEL BEAM
           GUARDRAIL, (NU-GUARD)
           (3 '-1 1/2" SPACING)        LF        3,250.
606.417   PORTABLE CONCRETE BARRIER
           FOR TRAFFIC CONTROL         LF        1,000.
606.91    RESETTING OR SETTING
           GUARDRAIL                   LF          400.
606.9523 TEMP. IMPACT ATTENUATION
           DEVICE (NON-REDIRECTIVE),
           TEST LEVEL 3                U             4.
607.9     RESETTING RAILING AND
           FENCING                     LF         131.25
608.28    8" CONCRETE SIDEWALK (F)     SY       1,040.
609.5     RESET GRANITE CURB           LF      10,115.
609.55    RESET GRANITE CURB
           (BRIDGE)                    LF          151.
609.811   BITUMINOUS CURB, TYPE B
           (4" REVEAL)                 LF       14,185.
614.331   3" STEEL CONDUIT             LF          275.
614.511   CONCRETE PULL BOX 14"        EA            2.
614.522   MOLDED PULL BOX 13"X24"      EA            9.
614.7314 3" PVC PLASTIC CONDUIT,
           SCHEDULE 40                 LF        2,700.
615.01    TRAFFIC SIGN TYPE A (F)      SF          590.
615.012   TRAFFIC SIGN TYPE A,
           BREAKAWAY MOUNTS (F)        SF          231.25
615.014   RELOCATING TRAFFIC SIGN,
           TYPE A                      U            1.
615.04    TRAFFIC SIGN TYPE AA (F)     SF         136.
615.05    TRAFFIC SIGN TYPE BB (F)     SF           3.5
615.06    TRAFFIC SIGN TYPE CC (F)     SF          12.
618.61    UNIFORMED OFFICERS WITH
           VEHICLE                          AS SHOWN IN
                                              PROPOSAL
                        5
        618.7     FLAGGERS                    HR     5,750.
        619.1     MAINTENANCE OF TRAFFIC      U           .9
        619.25    PORTABLE CHANGEABLE
                   MESSAGE SIGN               U           2.
        619.253   PORTABLE CHANGEABLE
                   MESSAGE SIGN (UNIT WEEK)   UWK         8.
        619.63    TRUCK-MOUNTED IMPACT
                   ATTENUATOR, TEST
                   LEVEL 3                    EA         1.
        619.71    COURTESY VEHICLE            HR     2,000.
        621.21    RETROREFLECTIVE BEAM
                   GUARDRAIL DELINEATOR
                   (WHITE)                    EA        210.
        621.22    RETROREFLECTIVE BEAM
                   GUARDRAIL DELINEATOR
                   (YELLOW)                   EA        475.
        621.229   RETROREFLECTIVE MEDIAN
                   BARRIER DELINEATOR
                   (MODIFIED) (YELLOW)        EA        260.
        621.31    SINGLE DELINEATOR WITH
                   POST                       EA        470.
        621.32    DOUBLE DELINEATOR WITH
                   POST                       EA        80.
        622.1     STEEL WITNESS MARKERS       EA        45.
        625.551   ORNAMENTAL LIGHT POLE       EA         6.
        625.99    CONCRETE LIGHT POLE
                   BASES, SPECIAL TYPE (FOR
                   HIGHWAY LIGHTING)          EA         6.
        628.2     SAWED BITUMINOUS PAVEMENT   LF    13,100.
        632.0106 RETROREFLECTIVE PAINT
                   PAVE. MARKING, 6" LINE     LF    303,000.
        632.0112 RETROREFLECTIVE PAINT
                   PAVE. MARKING, 12" LINE    LF     14,025.
        632.3112 RETROREFLECT. THERMOPLAS.
                   PAVE. MARKING, 12" LINE    LF        100.
        632.3118 RETROREFLECT. THERMOPLAS.
                   PAVE. MARKING, 18" LINE    LF         70.
        632.71206 GROOVED RETROREFLECTIVE
                   POLYUREA PAVEMENT
                   MARKING, 6" LINE           LF    123,500.
        632.71212 GROOVED RETROREFLECTIVE
                   POLYUREA PAVEMENT
                   MARKING, 12" LINE          LF      7,025.
        632.9118 OBLITERATE PAVEMENT
                   MARKING, 18" LINE          LF         40.
        644.82    SALT-TOLERANT GRASS SEED,
                   TYPE 82                    LB     1,100.
        645.119   MULCH WITH TACKIFIERS       A         10.
        645.3     EROSION STONE               TON    1,125.
        645.41    TEMPORARY SLOPE
                   STABILIZATION TYPE A       SY     28,500.
        645.43    TEMPORARY SLOPE
                   STABILIZATION TYPE C       SY     2,600.
        645.531   SILT FENCE                  LF    10,000.
                                6

15603
 645.7      STORM WATER POLLUTION
             PREVENTION PLAN              U              1.
 645.71     MONITORING SWPPP AND
             EROSION AND SEDIMENT
             CONTROLS                    HR           300.
 647.1      HUMUS                        CY         4,900.
 670.0451   CONSTRUCT AND REMOVE
             DETOUR                       U              1.
 670.0452   CONSTRUCT AND REMOVE
             DETOUR                       U              1.
 670.0461   CONSTRUCT AND REMOVE
             TEMPORARY WIDENING           U             13.
 677.11     PERMANENT DYNAMIC MESSAGE
             SIGN                        U              2.
 678.5      BULL NOSE ATTENUATOR         U              1.
 692.       MOBILIZATION                 U              1.
 693.       ON-THE-JOB TRAINING OF
             UNSKILLED WORKERS                  AS SHOWN IN
                                                  PROPOSAL
 698.13     FIELD OFFICE TYPE C           MON           20.
 699.       MISCELLANEOUS TEMPORARY
             EROSION AND SEDIMENT               AS SHOWN IN
             CONTROL                              PROPOSAL
1002.12     REPAIRS OR REPLACEMENTS
             AS NEEDED                          AS SHOWN IN
                                                  PROPOSAL
1002.2      POINTING STONE MASONRY
                                                AS SHOWN IN
                                                  PROPOSAL
1008.53     ALTERATIONS AND ADDITIONS
             AS NEEDED - INVASIVE               AS SHOWN IN
             SPECIES MANAGEMENT                   PROPOSAL
1010.15     FUEL ADJUSTMENT
                                                AS SHOWN IN
                                                  PROPOSAL
1010.2      ASPHALT CEMENT ADJUSTMENT
                                                AS SHOWN IN
                                                  PROPOSAL
1010.3      QUALITY CONTROL
             QUALITY ASSURANCE (QC/QA)          AS SHOWN IN
             ASPHALT                              PROPOSAL

   BRIDGE PROGRAM - ON/OFF SYSTEM


  ITEM                ITEM
 NUMBER           DESCRIPTION            UNIT     QUANTITY


 403.911    HOT BITUMINOUS BRIDGE
             PAVEMENT, 1" BASE
             COURSE (F)                   TON           26.9
 502.301    DEBRIS CONTROL                U              1.
 511.0001   CONCRETE BRIDGE DECK
             PAVEMENT REMOVAL (F)         SY           474.
                           7
 511.01     PREPARATION FOR CONCRETE
             BRIDGE DECK OVERLAY (F)    SY           474.
 511.03     PREPARATION FOR FULL
             DEPTH CONCRETE BRIDGE
             DECK REPAIRS               SY            12.
 512.0201   PREPARATION FOR CONCRETE
             REPAIRS, CLASS II          SY             8.8
 520.02     CONCRETE CLASS AA,
             ABOVE FOOTINGS             CY             3.
 520.85     CONCRETE FOR BRIDGE DECK
             OVERLAY WITH HIGH-RANGE
             WATER REDUC. ADMIX. (F)    CY            59.
 534.3      WATER REPELLENT (SILANE/
             SILOXANE)                  GAL           10.1
 538.6      BARRIER MEMBRANE,
             WELDED BY TORCH,
             MACHINE METHOD (F)         SY           474.
 544.2      REINFORCING STEEL, EPOXY
             COATED (F)                 LB            70.
 559.412    MODIFIED ELASTOMERIC
             PLUG TYPE EXPANSION
             JOINT, 20" WIDE (F)        LF           360.
 561.1121   PREFABRICATED EXPANSION
             JOINT, TYPE A -
             REHABILITATION (F)         LF           100.
 563.31     BRIDGE MEDIAN RAIL
             BASE PLATE                 EA            18.
 563.32     TUBULAR BRIDGE PLATE
             FOR BRIDGE APPROACHES      EA             8.
 563.9131   SNOW SCREENING FOR
             UNDERPASS STRUCTURES
             STEEL (DARK BROWN)         LF           108.
 565.802    ADJUSTING BRIDGE APPROACH
             RAIL                       U             12.
 619.1      MAINTENANCE OF TRAFFIC      U               .1
1002.11     REPAIRS OR REPLACEMENTS
             AS NEEDED                        AS SHOWN IN
                                                PROPOSAL
1010.15     FUEL ADJUSTMENT
                                              AS SHOWN IN
                                                PROPOSAL
                          8
                                                             15603

				
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