MAINE DEPARTMENT OF TRANSPORTATION PAGE: 1 DATE: 110201 SCHEDULE OF ITEMS REVISED: CONTRACT ID: 016784.10 PROJECT(S): IM-1678(410)E CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- SECTION 0001 PROJECT ITEMS ------------------------------------------------------------------------------- |202.202 REMOVING | | | | | 0010|PAVEMENT SURFACE | 16100.000| | | | | |SY | | | | ------------------------------------------------------------------------------- |202.205 RUMBLE STRIPS - | | | | | 0020|SHOULDER | 33500.000| | | | | |LF | | | | ------------------------------------------------------------------------------- |403.208 HOT MIX ASPHALT | | | | | 0030|12.5 MM HMA SURFACE | 10400.000| | | | | |T | | | | ------------------------------------------------------------------------------- |403.211 HOT MIX ASPHALT | | | | | 0040|(SHIMMING) | 3200.000| | | | | |T | | | | ------------------------------------------------------------------------------- |409.15 BITUMINOUS TACK | | | | | 0050|COAT - APPLIED | 6300.000| | | | | |G | | | | ------------------------------------------------------------------------------- |424.3333 LOW MODULUS | | | | | 0060|JOINT SEALER, APPLIED | 29000.000| | | | | |LF | | | | ------------------------------------------------------------------------------- |504.07 CONCRETE PIPE | | | | | 0070|TIES | 19.000| | | | | |GP | | | | ------------------------------------------------------------------------------- |603.175 18 INCH | | | | | 0080|REINFORCED CONCRETE PIPE | 40.000| | | | |CLASS III |LF | | | | ------------------------------------------------------------------------------- |603.195 24 INCH | | | | | 0090|REINFORCED CONCRETE PIPE | 192.000| | | | |CLASS III |LF | | | | ------------------------------------------------------------------------------- |603.205 30 INCH | | | | | 0100|REINFORCED CONCRETE PIPE | 104.000| | | | |CLASS III |LF | | | | -------------------------------------------------------------------------------

MAINE DEPARTMENT OF TRANSPORTATION PAGE: 2 DATE: 110201 SCHEDULE OF ITEMS REVISED: CONTRACT ID: 016784.10 PROJECT(S): IM-1678(410)E CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- |606.1721 BRIDGE | | | | | 0110|TRANSITION - TYPE 1 | 8.000| | | | | |EA | | | | ------------------------------------------------------------------------------- |606.178 GUARDRAIL BEAM | | | | | 0120| | 500.000| | | | | |LF | | | | ------------------------------------------------------------------------------- |606.352 REFLECTORIZED | | | | | 0130|BEAM GUARDRAIL | 10.000| | | | |DELINEATORS |EA | | | | ------------------------------------------------------------------------------- |606.353 REFLECTORIZED | | | | | 0140|FLEXIBLE GUARDRAIL | 40.000| | | | |MARKER |EA | | | | ------------------------------------------------------------------------------- |606.356 UNDERDRAIN | | | | | 0150|DELINEATOR POST | 40.000| | | | | |EA | | | | ------------------------------------------------------------------------------- |606.367 REPLACE UNUSABLE | | | | | 0160|EXISTING GUARDRAIL POSTS | 25.000| | | | | |EA | | | | ------------------------------------------------------------------------------- |610.08 PLAIN RIPRAP | | | | | 0170| | 50.000| | | | | |CY | | | | ------------------------------------------------------------------------------- |618.1401 SEEDING METHOD | | | | | 0180|NUMBER 2 - PLAN QUANTITY | 428.000| | | | | |UN | | | | ------------------------------------------------------------------------------- |619.1201 MULCH - PLAN | | | | | 0190|QUANTITY | 428.000| | | | | |UN | | | | ------------------------------------------------------------------------------- |620.58 EROSION CONTROL | | | | | 0200|GEOTEXTILE | 100.000| | | | | |SY | | | | ------------------------------------------------------------------------------- |627.18 12 " SOLID WHITE | | | | | 0210|PAVEMENT MARKING | 2900.000| | | | | |LF | | | | -------------------------------------------------------------------------------

MAINE DEPARTMENT OF TRANSPORTATION PAGE: 3 DATE: 110201 SCHEDULE OF ITEMS REVISED: CONTRACT ID: 016784.10 PROJECT(S): IM-1678(410)E CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- |627.744 6" WHITE OR | | | | | 0220|YELLOW PAINTED PAVEMENT | 72100.000| | | | |MARKING LINE |LF | | | | ------------------------------------------------------------------------------- |627.75 WHITE OR YELLOW | | | | | 0230|PAVEMENT & CURB MARKING | 630.000| | | | | |SF | | | | ------------------------------------------------------------------------------- |627.781 TEMPORARY 6 INCH | | | | | 0240|PAINTED PAVEMENT MARKING | 130000.000| | | | |LINE, WHITE OR YELLOW |LF | | | | ------------------------------------------------------------------------------- |629.05 HAND LABOR, | | | | | 0250|STRAIGHT TIME | 200.000| | | | | |HR | | | | ------------------------------------------------------------------------------- |631.12 ALL PURPOSE | | | | | 0260|EXCAVATOR (INCLUDING | 40.000| | | | |OPERATOR) |HR | | | | ------------------------------------------------------------------------------- |631.14 GRADER (INCLUDING | | | | | 0270|OPERATOR) | 120.000| | | | | |HR | | | | ------------------------------------------------------------------------------- |631.172 TRUCK - LARGE | | | | | 0280|(INCLUDING OPERATOR) | 20.000| | | | | |HR | | | | ------------------------------------------------------------------------------- |631.18 CHAIN SAW RENTAL | | | | | 0290|(INCLUDING OPERATOR) | 100.000| | | | | |HR | | | | ------------------------------------------------------------------------------- |631.28 BRUSH CHIPPER | | | | | 0300|(INCLUDING OPERATOR) | 50.000| | | | | |HR | | | | ------------------------------------------------------------------------------- |631.29 ROTOTILLER | | | | | 0310|(INCLUDING OPERATOR) | 100.000| | | | | |HR | | | | ------------------------------------------------------------------------------- |631.32 CULVERT CLEANER | | | | | 0320|(INCLUDING OPERATOR) | 50.000| | | | | |HR | | | | -------------------------------------------------------------------------------

MAINE DEPARTMENT OF TRANSPORTATION PAGE: 4 DATE: 110201 SCHEDULE OF ITEMS REVISED: CONTRACT ID: 016784.10 PROJECT(S): IM-1678(410)E CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- |639.18 FIELD OFFICE TYPE | | | | | 0330|A | 1.000| | | | | |EA | | | | ------------------------------------------------------------------------------- |645.306 FLEXIBLE | | | | | 0340|REFLECTORIZED DELINEATOR | 120.000| | | | | |EA | | | | ------------------------------------------------------------------------------- |652.30 FLASHING ARROW | | | | | 0350|BOARD | 2.000| | | | | |EA | | | | ------------------------------------------------------------------------------- |652.33 DRUM | | | | | 0360| | 450.000| | | | | |EA | | | | ------------------------------------------------------------------------------- |652.34 CONE | | | | | 0370| | 200.000| | | | | |EA | | | | ------------------------------------------------------------------------------- |652.35 CONSTRUCTION | | | | | 0380|SIGNS | 1100.000| | | | | |SF | | | | ------------------------------------------------------------------------------- |652.36 MAINTENANCE OF | | | | | 0390|TRAFFIC CONTROL DEVICES | 35.000| | | | | |CD | | | | ------------------------------------------------------------------------------- |652.38 FLAGGER | | | | | 0400| | 300.000| | | | | |HR | | | | ------------------------------------------------------------------------------- |652.41 PORTABLE | | | | | 0410|CHANGEABLE MESSAGE SIGN | 3.000| | | | | |EA | | | | ------------------------------------------------------------------------------- |656.75 TEMPORARY SOIL | | | | | 0420|EROSION AND WATER |LUMP |LUMP | | | |POLLUTION CONTROL | | | | | ------------------------------------------------------------------------------- |659.10 MOBILIZATION | | | | | 0430| |LUMP |LUMP | | | | | | | | | ------------------------------------------------------------------------------- | | | | SECTION 0001 TOTAL | | -------------------------------------------------------------------------------

MAINE DEPARTMENT OF TRANSPORTATION PAGE: 5 DATE: 110201 SCHEDULE OF ITEMS REVISED: CONTRACT ID: 016784.10 PROJECT(S): IM-1678(410)E CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- | | | | TOTAL BID | | -------------------------------------------------------------------------------

February 3, 2011

Page 1 of 1

SPECIAL PROVISION SECTION 400

HOT MIX ASPHALT PAVEMENTS (Polymer Modified PGAB for HMA)

401.05 Performance Graded Asphalt Binder This section and Special Provision 403 has been amended as follows:

The Contractor shall compose the Hot Mix Asphalt Pavement with aggregate, Performance Graded Asphalt Binder (PGAB), and mineral filler if required. The required PGAB for mixtures incorporated into the Project will meet a PG 64-28 grading. The Department reserves the option to change the required PGAB to a PG 70-28 grading for the traveled way portions of the project; not to include ramps, acceleration, deceleration, or merge lanes unless otherwise noted in the contract documents.

Should the Department determine the use of a PG 70-28 Hot Mix Asphalt mixture is required post bid, the Department will compensate the Contractor for the price differential by adding a 10.0 % markup to the PG 64-28 Hot Mix Asphalt contract unit price. Once established, all production methods, equipment, and JMF’s will become part of the QCP. Should the Department require the use of a PG 70-28 mixture, the price adjustment per ton shall be made through the contract modification process. Adjusted payments will be made under the appropriate mixture type used: Pay Item Pay Unit 403.2071 19.0 mm Polymer Mod. Hot Mix Asphalt Base Ton 403.2081 12.5 mm Polymer Mod. Hot Mix Asphalt Surface Ton 403.2101 9.5 mm Polymer Mod. Hot Mix Asphalt Ton 403.2111 9.5 mm Polymer Mod. Hot Mix Asphalt Shim Ton 403.2121 4.75 mm Polymer Mod. Hot Mix Asphalt Shim Ton 403.2131 12.5 mm Polymer Mod. Hot Mix Asphalt Base Ton

Plymouth - Palmyra IM-1678(410)E I-95 Mill and Overlay

February 3, 2011

Page 1 of 2

SPECIAL PROVISION SECTION 403

HOT MIX ASPHALT OVERLAY

Desc. of Grad. Bit Cont. Total No. Of Comp. Course Design Item Number % of Mix Thick Layers Notes

1 ½” HMA Overlay Travel and Passing Lanes

Wearing 12.5mm 403.208 N/A 1½” 1 1,5,7,20,22 Shim 9.5mm 403.211 N/A variable 1 2,5,7,11,23

1 ½” HMA Overlay Onramps, Offramps, and Shoulders

Wearing 12.5mm 403.208 N/A 1½” 1 5,7 Shim 9.5mm 403.211 N/A variable 1 2,5,7,11,23

2” HMA Mill and Resurface Mainline Spot Repair Areas

Base 12.5mm 403.208 N/A 2” 1 5,7,23 1 ½” HMA Overlay - Crossovers

Wearing 12.5mm 403.208 N/A 1 ½” 1 4,7,13 Shim 9.5mm 403.211 N/A variable 1 2,4,7,11,23

COMPLEMENTARY NOTES 1. The required PGAB for this mixture will meet a PG 64-28 grading. Refer to Special Provision 400 - Polymer Modified PGAB for HMA, for PGAB options available to the Department post bid. 2. The density requirements are waived. The use of an oscillating steel roller shall be required to

compact all HMA pavements placed on bridge decks in addition to the normal roller train. 4. The design traffic level for mix placed shall be 0.3 to <3 million ESALS. The design, verification, Quality Control, and Acceptance tests for this mix will be performed at 50 gyrations. 5. The design traffic level for mix placed shall be 3 to 10 million ESALS. The design, verification, Quality Control, and Acceptance tests for this mix will be performed at 75 gyrations. 7. Section 106.6 Acceptance, (1) Method A. 11. The combined aggregate gradation required for this item shall be classified as a 9.5mm “fine graded ” mixture (using the Primary Control Sieve control point) as defined in 703.09. 13. A mixture meeting the gradation of 9.5 mm hot mix asphalt may be used at the option of the contractor. 20. The Contractor may place the specified HMA pavement course, not to exceed a 2 inch (50mm) compacted depth, over the full single travel lane width, for each production day. If this option is utilized the Contractor will be required to place a matching course of HMA over the adjacent section of travel lane before the end of the following calendar day. The Contractor will also be responsible for installing additional warning signage that clearly defines the centerline elevation differential hazard and temporary painted line. The Traffic Control Plan shall be amended to include this option and the additional requirements. All signs and traffic control devices will conform to Section 719.01, and Section 652, and will be installed prior to the work, at a maximum spacing of 0.50 mile [0.80 km] for the entire length of the effected roadway section. On roadways with two-way traffic, the Contractor will be

Plymouth - Palmyra IM-1678(410)E I-95 Mill and Overlay

February 3, 2011

Page 2 of 2

required to place the specified course over the full width of the mainline traveled way being paved prior to opening the sections to weekend or holiday traffic. If this option is utilized, all additional signing, labor, traffic control devices, or incidentals will not be paid for directly, but will be considered incidental to the appropriate 652 items. 22. The final pavement surface shall be evaluated for smoothness in accordance with the most current 400 Special Provision section 402 – Pavement Smoothness. Acceptance limits shall be as outlined under the Level 1 classification. 23. Shim item may be used in various locations in localized pavement repair areas, ramps, and crossover areas as directed by the Resident.

Tack Coat A tack coat of emulsified asphalt, RS-1, Item #409.15 shall be applied to any existing pavement at a rate of approximately 0.025 G/SY, and on milled pavement approximately 0.05 G/SY, prior to placing a new course. A fog coat of emulsified asphalt shall be applied between shim / intermediate course and the surface course, at a rate not to exceed 0.025 G/SY. Tack used between layers of pavement will be paid for at the contract unit price for Item 409.15 Bituminous Tack Coat.