VIA OVERNIGHT DELIVERY - Delawaregssdocs.deldot.delaware.gov/bids/T200411701 Addendum No. 1.pdf ·...

STATE OF DELAWAREDEPARTMENT OF TRANSPORTATION

JACK MARKELL PO BOX 778 SHAILEN BHATT GOVERNOR DOVER, DELAWARE 19903 SECRETARY

VIA OVERNIGHT DELIVERY (302) 760-2030FAX (302) 739-2254

October 6, 2014

Contract No. T200411701.01Federal Aid Project No. ESTP-2011(17)West Dover ConnectorKent County

Ladies and Gentlemen:

Enclosed is Addendum No. 1 for the referenced contract consisting of the following:

1. Quantities have been revised for the following items:

608000617003617005708107743024612022701022708050708052710001710501

2. The following items have been added:

701031743003743010

3. The following items have been deleted:

746594746888746889746890

4. One (1) page, Table of Contents, page vi, revised, to be substituted for the same page inthe Proposal.

5. Four (4) pages, Special Provisions, 202505 - Settlement Platform, pages 40 through 43,

revised, to be substituted for the same pages in the Proposal.

6. One (1) page, Special Provisions, 272501 - Pond Outlet Structure, Special, page 48,revised, to be substituted for the same pages in the Proposal.

7. One (1) page, Special Provisions, 746594 - Luminaire (HPS) 250 Watt, page 142,deleted, to be removed from the Proposal, and substituted with the enclosed sequencingpage.

8. One (1) page, Special Provisions, 746888 - Aluminum Lighting Single Davit Arm, 8'Arm Spread, 746889 - Aluminum Lighting Single Davit Arm, 12' Arm Spread, 746890 -Aluminum Lighting Single Davit Arm, 15' Arm Spread, page 147, deleted, to be removedfrom the Proposal, and substituted with the enclosed sequencing page.

9. Twenty five (25) pages, Bid Proposal Forms, pages 1 through 25, revised, to besubstituted for the same pages in the Proposal.

10. Seven (7) sheets, Construction Plans, sheets 31, 42, 43, 118, 127, 160 and 161, revised, tobe substituted for the same sheets in the Plan Set.

11. For proposal holders with the electronic bid option only, Amendment Disk No. 1.

Please note the revisions listed above and submit your bid based upon this information.

Sincerely,

signature on file

James H. HoaglandContract Services Administrator

:jhhEnclosures

Contract No. T200411701.01

746653 - ELECTRICAL TESTING . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 143746847 - POLE BASE, TYPE 3 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 145746850 - POLE BASE, TYPE 4 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 145746852 - POLE BASE, TYPE 6 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 145746907 - FURNISH & INSTALL 1-CONDUCTOR #2 AWG STRANDED COPPER . . . . . . . . 148746909 - FURNISH & INSTALL 1-CONDUCTOR #6 AWG STRANDED COPPER . . . . . . . . 148746914 - FURNISH & INSTALL #6 BARE STRANDED COPPER GROUND . . . . . . . . . . . . . 148746924 - FURNISH & INSTALL LOOP WIRE 1-CONDUCTOR #14 AWG ENCASED IN ¼”

FLEXIBLE TUBING IN A LOOP SAWCUT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 152746925 – FURNISH & INSTALL EMBEDDED METERED SERVICE PEDESTAL (100 AMP)

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 155746926 – FURNISH & INSTALL ELECTRICAL UTILITY SERVICE EQUIPMENT 120/240

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 156746941 - TRAFFIC CONTROL DEVICE EQUIPMENT TURN ON, PICK UP, REMOVAL AND

MAINTENANCE, TYPE III . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 157747500 - LOAD CENTER CABINETS WITH PAD . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 160747513 - LIGHTING CONTROL AND DISTRIBUTION ENCLOSURE (120/240 100 AMP) . . 162747514 - CABINET BASE TYPE F . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 164747515 - CABINET BASE TYPE M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 164747516 - CABINET BASE TYPE P . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 164748548 - PERMANENT PAVEMENT STRIPING, EPOXY RESIN PAINT, WHITE/YELLOW, 5"

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 165748549 -PERMANENT PAVEMENT STRIPING, EPOXY RESIN PAINT, WHITE/YELLOW, 10"

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 165748557 - PERMANENT PAVEMENT STRIPING, EPOXY RESIN PAINT, BLACK, 3" . . . . . 165748530 - REMOVAL OF PAVEMENT STRIPING . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 174748553 - PREFORMED RETROREFLECTIVE THERMOPLASTIC PAVEMENT MARKINGS,

BIKE SYMBOL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 175749687 - INSTALLATION OR REMOVAL OF TRAFFIC SIGN ON SINGLE SIGN POST . . . 179749690 - INSTALLATION OR REMOVAL OF TRAFFIC SIGN ON MULTIPLE SIGN POSTS

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 180753516 - SANITARY SEWER SYSTEM . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 181759511 - FIELD OFFICE, SPECIAL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 188760502 - PAVEMENT MILLING, TAPER CUT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 194760507 - PROFILE MILLING, BITUMINOUS CONCRETE . . . . . . . . . . . . . . . . . . . . . . . . . . . . 195763501 - CONSTRUCTION ENGINEERING . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 197763503 - TRAINEE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 201763508 - PROJECT CONTROL SYSTEM DEVELOPMENT PLAN . . . . . . . . . . . . . . . . . . . . . . 202763509 - CPM SCHEDULE UPDATES AND/OR REVISED UPDATES . . . . . . . . . . . . . . . . . . 202763626 - DIESEL FUEL COST PRICE ADJUSTMENT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 207

UTILITY STATEMENT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 211

RIGHT OF WAY CERTIFICATE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 226

ENVIRONMENTAL STATEMENT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 228

BID PROPOSAL FORMS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 238BREAKOUT SHEETS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 264

CERTIFICATION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 268

BID BOND . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 270

vi

Addendum No. 1 October 6, 2014

Addendum No. 1October 6, 2014


202505 – SETTLEMENT PLATFORM202518 – SETTLEMENT MONUMENT

Description:

The work of this section includes furnishing, installing, protecting and maintaining settlementmonitoring plates (SMP), pipe extensions, and monument settlement points conforming to the design andat the locations shown on the Plans or as directed by the Department. All labor, materials, equipment andincidentals necessary to complete this work shall be considered part of this item required to providedevices to observe ground movement during and after construction. The Contractor shall perform themonitoring, recording and reporting of the settlement.

Submittals:

1. Qualifying Experience

The Contractor shall submit proof of three or more projects of similar size and complexity on whichthe firm and personnel assigned to the project have successfully installed similar instrumentation withinthe last three years. The Contractor shall present the following information for each project listed as areference at or prior to any preconstruction meetings:

1. Project Name, Location, Project Description, and Completion Date.

2. Surface and Subsurface Conditions.

3. Type and number of instruments installed.

4. Installation equipment and techniques utilized when applicable.

5. Provide names, current phone numbers, and current business addresses for the owner/designer,geotechnical consultant, and contract manager.

2. Settlement surveying and monitoring plan for review prior to construction. The plan shall identify thedetailed location of settlement monitoring points, reference benchmarks, survey schedules andprocedures and reporting formats.

3. Description of the surveying equipment to be used.

4. Settlement Plate Layout and Installation Details: Within two days after the installation of eachsettlement plate, the Contractor shall submit an installation record sheet including appropriate itemsfrom the following list.

i. Project name.ii. Contract name and number.iii. Settlement plate number.iv. Material sizes and compositions.v. Planned location in horizontal position and elevation.vi. Planned orientation.vii. Personnel responsible for installation.viii. Date and time of start and completion.ix. Weather conditions at the time of installation.x. Notes of importance on the installation including problems encountered, delays, unusual features of

the installation, and details of any events that may have a bearing on settlement plate behavior.

Schedule for Settlement Platform Installations and Readings:

The Contractor shall provide settlement monitoring plates, pipe extensions and monument settlementpoints to monitor settlement of new fill embankments. The Contractor shall make regular readings of thesettlement as indicated on the plans.

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Settlement monitoring plates shall be installed as shown on the plans. Settlement monitoring platesshall be located by repeatable survey (locations and elevations) and referenced to permanent benchmarks.Locations of benchmarks are to be determined by the Contractor and approved by the Engineer, and shallbe located outside the zone of influence of the construction activity. Settlement monitoring plates shall beplaced level and the risers shall be plumb.

The approximate locations of each instrument to be installed by the Contractor are shown on theproject plans and include the following types: settlement plates and settlement monuments. Otherlocations may need to be added as directed by the Engineer.

Protection of Instrumentation and Repair of Damage

a. The Contractor shall protect all instruments and appurtenant fixtures, leads, connections, and othercomponents of instrumentation systems from damage due to construction operations.

b. If an instrument is damaged or made inoperative due to the Contractor's operations or the operationof subcontractors under the direction of the Contractor, the Contractor shall notify the Engineerimmediately. The Engineer will be the sole judge of whether repair or replacement is required. Foreach instrument that is abandoned for these reasons, the Contractor shall replace that instrument atno additional cost to the Department.

c. Should any instrument become damaged or inoperative through no fault of the Contractor, thedamaged or inoperative instrument shall be repaired or replaced at the contract unit prices for thatinstrument.

d. The Engineer will advise the Contractor immediately upon discovery of damage to instruments asto the necessary schedule for replacement and the times of required access. Damaged instrumentsshall be repaired or replaced within 24 hours of initial damage. The Contractor's constructionoperations in the area of a damaged instrument(s) may be halted during repair or replacement ofeach damaged instrument at the request of the Department.

Materials:

Settlement Plates

a. Settlement plates are sub-surface displacement reference platforms placed on the prepared groundsurface prior to embankment fill placement. Risers are extended from the settlement plate as the fillis placed. A casing is placed around the riser for protection. Settlement plates are monitored byoptical survey methods to determine vertical displacements occurring during and after embankmentconstruction.

b. The base plate shall be made from steel conforming to the requirements of ASTM A36. The riserpipe and outer casing shall be steel pipe conforming to the requirements of ASTM A53, Grade B,standard weight. The casing and the risers shall be as shown on the plan. The casing pipe shall havea minimum wall thickness of 0.375 inches. The riser pipe shall be galvanized and have a minimumwall thickness of 0.25 inches. Couplings, pipe caps, etc. shall conform to the requirements ofASTM A865. Threaded pipes shall be used for riser and casing pipe extensions.

c. Sand shall conform to the requirements of ASTM C33.

Settlement Monuments

a. Materials for the construction of the Settlement Monument shall conform to the applicable sectionsof Section 812 for the Concrete, Class C of the Standard Specifications.

b. The Reinforcement Bar shall conform to Section 824 of the Standard Specifications.

Construction Methods:

1. Readings on the settlement platforms and settlement monuments shall be performed by theContractor. The Contractor is fully responsible for establishing benchmarks, submittals, and

41



furnishing, installing and maintaining the settlement platforms.

2. The settlement monuments shall be installed at locations indicated on the plans or as directed by theDepartment.

3. The settlement plates shall be installed as indicated on the plans after all clearing and grubbing andtopsoil removal has been completed. The sand base shall be tamped to provide a firm, level, andunyielding bearing surface for the base plate. The riser pipe shall be marked in 1-foot incrementsand labeled at 5-foot increments to indicate the distances above the plate extending up through theembankment fill.

4. The initial casing and riser pipes shall have a maximum length of 4 feet for each section. Spacersshall be provided between the riser pipe and the casing at a minimum of 4-foot intervals to ensureconcentricity. The spacers shall not be directly attached to the riser pipe or otherwise installed thatwould impede the independent movement of the riser pipe.

5. As the height of fill above the settlement plate changes, the casing and riser pipes shall be increasedor decreased in a maximum of 4-foot intervals to maintain the top of the riser pipe and casing abovethe embankment. As each additional length of pipe is added or removed, the pipe cap on the casingshall be immediately transferred to the top section on the settlement plate so as to prevent fillmaterial from entering the casing. At other times, the cap shall only be removed to checksettlement.

6. The casing pipe shall be marked by flags or other approved method to clearly show its location andto warn equipment operators and others of its location. The Contractor shall maintain the flagsduring the entire length of the Contract and replace those flags that are missing. At no time shallthe settlement plate risers and casings extend higher than 5 feet above the ground surface elevation. Sections shall be added or removed as necessary during embankment construction to maintain thetops of the risers and casings at least 1-foot above the surface of the embankment.

7. The Contractor is responsible for maintaining the settlement plates in working order during thelength of the Contract. Settlement Plates which are to be abandoned at the completion of theproject shall have their riser pipes cut off two feet below roadway subgrade level and capped. If aninstrument is damaged, moved, or disturbed due to causes other than settlement, the Contractorshall repair, reset, or replace the damaged instrument at no additional cost to the Department withinthree days after being damaged. The Engineer will be the sole judge of whether repair, resetting, orreplacement is required. No additional fills shall be placed within fifty (50) feet of a damagedsettlement platform until the damage has been corrected to the satisfaction of the Engineer. TheEngineer may impose a work stoppage in the vicinity of the damaged instrument until it is againoperational at no additional cost to the Department. Any repairs or replacements required will be atthe Contractor’s expense.

8. By the end of the first work day in each week, the Contractor shall submit to the Engineer adescription of the work performed during the previous week. This description shall include at aminimum: a plan view location of the placed embankment, the volume of embankment placed, andin-situ density test results in accordance with Standard Specification sections 202 and 209.

9. The use of the settlement platforms for collecting data related to embankment foundation responsewill extend beyond the time of completion of the Contractor's embankment placement operations. The Contractor shall be responsible for assuring that all platforms are in working order until thetime of completion of the Contract.

10. Instrumentation shall be read as indicated on the plans.

11. For vertical deformation monitoring, runs shall be performed by a single run beginning andending on two different benchmarks installed in accordance with NGS standards. Settlementmonitoring points shall be used as turning points or as intermediate foresights from two differentturning points, allowing elevations to be adjusted and eliminating significant observationalerrors. The maximum length of line of sight shall be 150 feet, and the imbalance betweenbacksight and foresight shall not exceed 30 feet. Allowable level loop misclosure shall notexceed ±0.033 times the square root of M feet (where M is the distance of the level run in miles)

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for a single run between two benchmarks. A formal initial reading on a settlement monitoringpoint will consist of the average of three elevations, from three independent level runs, whichmeet the closure specified herein. Elevations established subsequent to a formal initial readingshall be determined by a single run as specified herein. The least count (without estimation) ofthe rod and level combination shall read to 0.003 foot or less, such that the accuracy of anelevation measurement shall be ±0.01 foot (at 95 percent level of confidence).

12. Data shall be recorded in U.S. survey feet or inches.

13. Instruments used for vertical deformation monitoring shall have a minimum accuracy of plus orminus 0.005 of a foot (standard deviation for 3300 feet of double run leveling) and a minimumsetting accuracy of plus or minus 1.0 arc seconds. Leveling rods shall be non-telescopic indesign (i.e. “Chicago” style leveling rod). A bull’s eye bubble shall be used to plumb theleveling rod. The use of fiberglass rods will need approval of Engineer prior to use.

14. All data recorded by the Contractor shall be of the following form:a. Raw and reduced data shall be on summary tables in printed tabular format on 8-1/2 inch x 11

inch sheets of paper.b. Reduced data for up to six like instruments that are located in the same geographical area shall

be plotted on the same graphical plot. Each plot shall be submitted on an 8-1/2 inch x 11 inchsheet or 11 inch by 17 inch sheet.

c. Plots of deformation data at Settlement Monitoring Plates shall show absolute verticaldeformation versus time with height or elevation of fill placed at time of reading. Plots ofsettlement plate data shall show absolute vertical deformation versus time and shall show theheight or elevation of fill placed at the time of reading. Deformation plots shall also be providedin electronic data file format.

d. Survey data reports prepared by the Contractor shall be signed and sealed by either aProfessional Engineer or Professional Land Surveyor licensed in the State of Delaware.

Method of Measurement:

The number of Settlement Platforms measured will be the actual number of platforms set in placeand/or maintained as shown on the Plans or as directed by the Engineer. No measurement for paymentwill be made for pipe extensions. The number of Settlement Monuments measured will be the actualnumber of monuments set in place and/or maintained as shown on the Plans or as directed by theEngineer.

Basis of Payment:

Settlement Platforms and Settlement Monuments will be paid for at the Contract unit price per Each,complete in place, which price shall be full compensation for all materials, tools, labor, and workincidental thereto including pipe extensions, steel plate, sand, couplings, spacers, welding, protection ofthe plate and pipe extensions during construction, all labor tools, equipment, and necessary incidentals tocomplete the work.

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272501 - POND OUTLET STRUCTURE, SPECIAL

Description:

This item shall consist of furnishing all materials and constructing Pond Outlet Structure, Special, asdescribed as weir walls for DelDOT SWM Facilities No. 871, 872, 873, 874 and 875, in accordance withlocations, notes, details on Plans and as directed by the Engineer.

Materials:

Borrow. Borrow for backfill material shall be Clay Borrow, Type 1 & Clay Borrow, Type 2 and shallconform to the requirements of Subsection 274.02.

Concrete. Concrete used in structure may be precast or cast-in-place. Concrete used in structure shallbe Class A conforming to the requirements of Section 812

Grout. Grout shall be non-shrink conforming to the requirements of ASTM C 1107

Reinforcing Steel. Reinforcing steel shall be Grade 60 (Grade 400) and conform to the requirementsof Section 603.

Construction Methods:

Excavation. The Contractor shall excavate to the required depth. The foundation upon which thestructure is to be placed shall be compacted to a firm and level surface.

Outlet Structure. Concrete structure shall be poured in place or pre-cast. If the concrete structuresare pre-cast, the Contractor shall design the lifting lugs, and all hardware required to transport and installthe structure. The top slab shall not be used to lift the weir structure. For cast-in-place structures, steelreinforcing shall be continuous through cold joints and keyways.

Backfill. The backfill material next structures shall be placed to the required elevation in 4" (100 mm)horizontal loose-thickness lifts at the same rate on all sides to prevent damage from unequal loading. Each lift shall be compacted by a manually directed power tamper around the structure to 90% or more ofmaximum dry density. Compaction next to cast-in-place concrete structures will not begin until theconcrete has reached enough strength to support the load.

Submittals. Working drawings for precast structures shall be submitted for review and acceptance inaccordance with Section 105 of the Standard Specifications.

Method of Measurement:

The quantity of pond outlet structure will be measured as a lump sum price for the completed pondoutlet structures, special, installed and accepted.

Basis of Payment:

The quantity of pond outlet structure, special will be paid for at the Contract lump sum price for pondoutlet structure, special as described as weir walls for DelDOT SWM Facilities No. 871, 872, 873, 874 and 875. Price and payment will constitute full compensation for excavating; for all ground preparation;for furnishing and placing all materials, reinforcing steel, concrete, grout, bedding, clay backfills, and allother materials required for pond outlet structure, concrete; for welding; and for all labor, equipment,tools, and incidentals necessary to complete the work. Any and all dewatering necessary to complete thiswork to the satisfaction of the Engineer under Item No. 271501- Dewatering of Existing StormwaterManagement Pond will be incidental to the cost of the pond outlet structure, special.

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THIS PAGE IS INTENTIONALLY LEFT BLANK FOR SEQUENCING PURPOSES.

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THIS PAGE IS INTENTIONALLY LEFT BLANK FOR SEQUENCING PURPOSES.

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DELAWARE DEPARTMENT OF TRANSPORTATION PAGE: 1 SCHEDULE OF ITEMS DATE:

CONTRACT ID: T200411701.01 PROJECT(S): ESTP-2011(17)

All figures must be typewritten. CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS -------------------------------------------------------------------------------

SECTION 0001 WEST DOVER CONNECTOR

------------------------------------------------------------------------------- |201000 CLEARING AND | | | 0010|GRUBBING |LUMP |LUMP | | | | | ------------------------------------------------------------------------------- |202000 EXCAVATION AND | | | 0020|EMBANKMENT | 347615.000| | | |CY | | ------------------------------------------------------------------------------- |202505 SETTLEMENT | | | 0030|PLATFORM | 4.000| | | |EACH | | ------------------------------------------------------------------------------- |202508 WETLAND ACCESS | | | 0040|ROAD, TYPE II |LUMP |LUMP | | | | | ------------------------------------------------------------------------------- |208000 EXCAVATION AND | | | 0050|BACKFILLING FOR PIPE | 2181.000| | |TRENCHES |CY | | ------------------------------------------------------------------------------- |208001 FLOWABLE FILL | | | 0060| | 183.000| | | |CY | | ------------------------------------------------------------------------------- |209001 BORROW, TYPE A | | | 0070| | 16435.000| | | |CY | | ------------------------------------------------------------------------------- |209002 BORROW, TYPE B | | | 0080| | 21111.000| | | |CY | | ------------------------------------------------------------------------------- |209006 BORROW, TYPE F | | | 0090| | 62733.000| | | |CY | | -------------------------------------------------------------------------------




All figures must be typewritten. CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- |210000 FURNISHING BORROW | | | 0100|TYPE "C" FOR PIPE, | 1625.000| | |UTILITY TRENCH, AND |CY | | |STRUCTURE BACKFILL | | | ------------------------------------------------------------------------------- |211000 REMOVAL OF | | | 0110|STRUCTURES AND |LUMP |LUMP | |OBSTRUCTIONS | | | ------------------------------------------------------------------------------- |212000 UNDERCUT | | | 0120|EXCAVATION | 16889.000| | | |CY | | ------------------------------------------------------------------------------- |212001 UNDERCUT | | | 0130|EXCAVATION, PATCHING | 338.000| | | |CY | | ------------------------------------------------------------------------------- |251000 SILT FENCE | | | 0140| | 8743.000| | | |LF | | ------------------------------------------------------------------------------- |251001 REINFORCED SILT | | | 0150|FENCE | 1131.000| | | |LF | | ------------------------------------------------------------------------------- |252000 INLET SEDIMENT | | | 0160|CONTROL, DRAINAGE INLET | 31.000| | | |EACH | | ------------------------------------------------------------------------------- |252001 INLET SEDIMENT | | | 0170|CONTROL, CURB INLET | 124.000| | | |EACH | | ------------------------------------------------------------------------------- |254000 STONE CHECK DAM | | | 0180| | 842.000| | | |TON | | ------------------------------------------------------------------------------- |255000 SEDIMENT TRAP | | | 0190| | 3280.000| | | |CY | | -------------------------------------------------------------------------------




All figures must be typewritten. CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- |260003 EARTH DIKE, TYPE | | | 0200|B-1 | 382.000| | | |LF | | ------------------------------------------------------------------------------- |261001 TEMPORARY SLOPE | | | 0210|DRAIN, 18" | 790.000| | | |LF | | ------------------------------------------------------------------------------- |268000 STABILIZED | | | 0220|CONSTRUCTION ENTRANCE | 638.000| | | |TON | | ------------------------------------------------------------------------------- |272500 SKIMMER | | | 0230|DEWATERING DEVICE | 5.000| | | |EACH | | ------------------------------------------------------------------------------- |272501 POND OUTLET | | | 0240|STRUCTURE, SPECIAL |LUMP |LUMP | | | | | ------------------------------------------------------------------------------- |302006 GRADED AGGREGATE | | | 0250|BASE COURSE, TYPE B, | 87.000| | |PATCHING |TON | | ------------------------------------------------------------------------------- |302007 GRADED AGGREGATE | | | 0260|BASE COURSE, TYPE B | 31997.000| | | |CY | | ------------------------------------------------------------------------------- |302011 DELAWARE NO. 3 | | | 0270|STONE | 2373.000| | | |TON | | ------------------------------------------------------------------------------- |401577 PAVER-LAID | | | 0280|ULTRATHIN HOT MIX | 27666.000| | | |SY | | ------------------------------------------------------------------------------- |401801 BITUMINOUS | | | 0290|CONCRETE, SUPERPAVE, | 3045.000| | |TYPE C, 160 GYRATIONS PG |TON | | |64-22 (CARBONATE STONE) | | | | | | | -------------------------------------------------------------------------------




All figures must be typewritten. CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- |401816 BITUMINOUS | | | 0300|CONCRETE, SUPERPAVE, | 17430.000| | |TYPE B, 160 GYRATIONS, |TON | | |PG 76-22 | | | ------------------------------------------------------------------------------- |401819 BITUMINOUS | | | 0310|CONCRETE, SUPERPAVE, | 31245.000| | |BITUMINOUS CONCRETE BASE |TON | | |COURSE, 160 GYRATIONS, | | | |PG 64-22 | | | ------------------------------------------------------------------------------- |401821 BITUMINOUS | | | 0320|CONCRETE, SUPERPAVE, | 356.000| | |TYPE C, 160 GYRATIONS, |TON | | |PG 64-22, PATCHING | | | ------------------------------------------------------------------------------- |401822 BITUMINOUS | | | 0330|CONCRETE, SUPERPAVE, | 349.000| | |TYPE B, 160 GYRATIONS, |TON | | |PG 64-22, PATCHING | | | ------------------------------------------------------------------------------- |401823 BITUMINOUS | | | 0340|CONCRETE, SUPERPAVE, | 625.000| | |BITUMINOUS CONCRETE BASE |TON | | |COURSE, 160 GYRATIONS, | | | |PG 64-22, PATCHING | | | ------------------------------------------------------------------------------- |401833 BITUMINOUS | | | 0350|CONCRETE, SUPERPAVE, | 14735.000| | |TYPE C, 160 GYRATIONS, |TON | | |PG 76-22, (NON-CARBONATE | | | |STONE) | | | ------------------------------------------------------------------------------- |503001 PATCHING P.C.C. | | | 0360|PAVEMENT, 6' TO 15', | 192.000| | |TYPE A |SY | | ------------------------------------------------------------------------------- |503006 DOWEL BARS | | | 0370| | 528.000| | | |EACH | | -------------------------------------------------------------------------------




All figures must be typewritten. CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- |503503 PATCHING CONCRETE | | | 0380| | 2304.000| 5.65000| 13017.60 | |SYIN | | ------------------------------------------------------------------------------- |503521 JOINT REPLACEMENT,| | | 0390|TRANSVERSE | 864.000| | | |LF | | ------------------------------------------------------------------------------- |612021 REINFORCED | | | 0400|CONCRETE PIPE, 15", | 8326.000| | |CLASS IV |LF | | ------------------------------------------------------------------------------- |612022 REINFORCED | | | 0410|CONCRETE PIPE, 18", | 3354.000| | |CLASS IV |LF | | ------------------------------------------------------------------------------- |612023 REINFORCED | | | 0420|CONCRETE PIPE, 24", | 1243.000| | |CLASS IV |LF | | ------------------------------------------------------------------------------- |612024 REINFORCED | | | 0430|CONCRETE PIPE, 27", | 193.000| | |CLASS IV |LF | | ------------------------------------------------------------------------------- |612025 REINFORCED | | | 0440|CONCRETE PIPE, 30", | 124.000| | |CLASS IV |LF | | ------------------------------------------------------------------------------- |612030 REINFORCED | | | 0450|CONCRETE PIPE, 18", | 183.000| | |CLASS V |LF | | ------------------------------------------------------------------------------- |612032 REINFORCED | | | 0460|CONCRETE PIPE, 15", | 155.000| | |CLASS V |LF | | ------------------------------------------------------------------------------- |612034 REINFORCED | | | 0470|CONCRETE PIPE, 36", | 761.000| | |CLASS IV |LF | | -------------------------------------------------------------------------------




All figures must be typewritten. CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- |612049 REINFORCED | | | 0480|CONCRETE PIPE, 12", | 7.000| | |CLASS V |LF | | ------------------------------------------------------------------------------- |614744 STEEL CASING PIPE,| | | 0490|18" | 144.000| | | |LF | | ------------------------------------------------------------------------------- |617002 REINFORCED | | | 0500|CONCRETE FLARED END | 9.000| | |SECTION, 15" |EACH | | ------------------------------------------------------------------------------- |617003 REINFORCED | | | 0510|CONCRETE FLARED END | 11.000| | |SECTION, 18" |EACH | | ------------------------------------------------------------------------------- |617005 REINFORCED | | | 0520|CONCRETE FLARED END | 7.000| | |SECTION, 24" |EACH | | ------------------------------------------------------------------------------- |617006 REINFORCED | | | 0530|CONCRETE FLARED END | 2.000| | |SECTION, 27" |EACH | | ------------------------------------------------------------------------------- |617007 REINFORCED | | | 0540|CONCRETE FLARED END | 1.000| | |SECTION, 30" |EACH | | ------------------------------------------------------------------------------- |617515 HEADWALL | | | 0550| | 2.000| | | |EACH | | ------------------------------------------------------------------------------- |617517 HEADWALL, SPECIAL | | | 0560|TYPE I | 2.000| | | |EACH | | ------------------------------------------------------------------------------- |701010 PORTLAND CEMENT | | | 0570|CONCRETE CURB, TYPE 1-8 | 135.000| | | |LF | | -------------------------------------------------------------------------------




All figures must be typewritten. CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- |701011 PORTLAND CEMENT | | | 0580|CONCRETE CURB, TYPE 2 | 10184.000| | | |LF | | ------------------------------------------------------------------------------- |701021 INTEGRAL PORTLAND | | | 0590|CEMENT CONCRETE CURB & | 837.000| | |GUTTER, TYPE 2 |LF | | ------------------------------------------------------------------------------- |701022 INTEGRAL PORTLAND | | | 0600|CEMENT CONCRETE CURB & | 27861.000| | |GUTTER, TYPE 3-8 |LF | | ------------------------------------------------------------------------------- |705001 P.C.C. SIDEWALK, | | | 0610|4" | 18305.000| | | |SF | | ------------------------------------------------------------------------------- |705002 P.C.C. SIDEWALK, | | | 0620|6" | 30827.000| | | |SF | | ------------------------------------------------------------------------------- |705007 SIDEWALK SURFACE | | | 0630|DETECTABLE WARNING | 1050.000| | |SYSTEM |SF | | ------------------------------------------------------------------------------- |705008 CURB RAMP, TYPE 1 | | | 0640| | 1256.000| | | |SF | | ------------------------------------------------------------------------------- |705009 CURB RAMP, TYPE 2,| | | 0650|3, AND/OR 4 | 4755.000| | | |SF | | ------------------------------------------------------------------------------- |705010 CURB RAMP, TYPE 5 | | | 0660| | 1708.000| | | |SF | | ------------------------------------------------------------------------------- |707005 UNDERDRAIN OUTLET | | | 0670| | 33.000| | | |EACH | | -------------------------------------------------------------------------------




All figures must be typewritten. CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- |708050 DRAINAGE INLET, | | | 0680|34" X 18" | 24.000| | | |EACH | | ------------------------------------------------------------------------------- |708051 DRAINAGE INLET, | | | 0690|34" X 24" | 55.000| | | |EACH | | ------------------------------------------------------------------------------- |708052 DRAINAGE INLET, | | | 0700|48" X 30" | 33.000| | | |EACH | | ------------------------------------------------------------------------------- |708053 DRAINAGE INLET, | | | 0710|48" X 48" | 3.000| | | |EACH | | ------------------------------------------------------------------------------- |708055 DRAINAGE INLET, | | | 0720|66" X 48" | 1.000| | | |EACH | | ------------------------------------------------------------------------------- |708057 DRAINAGE INLET, | | | 0730|72" X 24" | 18.000| | | |EACH | | ------------------------------------------------------------------------------- |708058 DRAINAGE INLET, | | | 0740|72" X 48" | 6.000| | | |EACH | | ------------------------------------------------------------------------------- |708060 REPLACE DRAINAGE | | | 0750|INLET GRATE(S) | 5.000| | | |EACH | | ------------------------------------------------------------------------------- |708107 MANHOLE, ROUND | | | 0760| | 4.000| | | |EACH | | ------------------------------------------------------------------------------- |708505 JUNCTION BOX, | | | 0770|SPECIAL | 1.000| | | |EACH | | -------------------------------------------------------------------------------




All figures must be typewritten. CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- |710001 ADJUSTING AND | | | 0780|REPAIRING EXISTING | 19.000| | |DRAINAGE INLET |EACH | | ------------------------------------------------------------------------------- |710002 ADJUSTING AND | | | 0790|REPAIRING EXISTING | 34.000| | |MANHOLE |EACH | | ------------------------------------------------------------------------------- |710501 CONVERTING | | | 0800|EXISTING CATCH BASIN TO | 12.000| | |MANHOLE |EACH | | ------------------------------------------------------------------------------- |712005 RIPRAP, R-4 | | | 0810| | 691.000| | | |SY | | ------------------------------------------------------------------------------- |712006 RIPRAP, R-5 | | | 0820| | 244.000| | | |SY | | ------------------------------------------------------------------------------- |712531 CHANNEL BED FILL | | | 0830| | 36.000| | | |CY | | ------------------------------------------------------------------------------- |713002 GEOTEXTILES, | | | 0840|SEPARATION | 15701.000| | | |SY | | ------------------------------------------------------------------------------- |713003 GEOTEXTILES, | | | 0850|RIPRAP | 1562.000| | | |SY | | ------------------------------------------------------------------------------- |715001 PERFORATED PIPE | | | 0860|UNDERDRAINS, 6" | 32684.000| | | |LF | | ------------------------------------------------------------------------------- |715500 UNDERDRAIN OUTLET | | | 0870|PIPE, 6" | 1170.000| | | |LF | | -------------------------------------------------------------------------------




All figures must be typewritten. CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- |718511 CURB/SIDEWALK | | | 0880|OPENING | 10.000| | | |EACH | | ------------------------------------------------------------------------------- |720050 GALVANIZED STEEL | | | 0890|BEAM GUARDRAIL, TYPE | 5205.000| | |1-31 |LF | | ------------------------------------------------------------------------------- |720529 P.C.C. SAFETY | | | 0900|BARRIER PERMANENT, | 199.000| | |SINGLE FACE |LF | | ------------------------------------------------------------------------------- |720585 GUARDRAIL END | | | 0910|TREATMENT ATTENUATOR, | 10.000| | |TYPE 1-31 |EACH | | ------------------------------------------------------------------------------- |720586 GUARDRAIL END | | | 0920|TREATMENT ATTENUATOR, | 9.000| | |TYPE 2-31 |EACH | | ------------------------------------------------------------------------------- |725001 GUARDRAIL TO | | | 0930|BARRIER CONNECTION (EXIT | 6.000| | |TYPE 31) |EACH | | ------------------------------------------------------------------------------- |725002 GUARDRAIL TO | | | 0940|BARRIER CONNECTION, | 4.000| | |APPROACH TYPE 1-31 |EACH | | ------------------------------------------------------------------------------- |725003 GUARDRAIL TO | | | 0950|BARRIER CONNECTION, | 8.000| | |APPROACH TYPE 2-31 |EACH | | ------------------------------------------------------------------------------- |725005 GUARDRAIL TO | | | 0960|BARRIER CONNECTION (EXIT | 2.000| | |TYPE 27) |EACH | | ------------------------------------------------------------------------------- |725007 GUARDRAIL TO | | | 0970|BARRIER CONNECTION , | 2.000| | |APPROACH TYPE 2-27 |EACH | | -------------------------------------------------------------------------------




All figures must be typewritten. CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- |726001 END ANCHORAGE 31 | | | 0980| | 7.000| | | |EACH | | ------------------------------------------------------------------------------- |727014 CONSTRUCTION | | | 0990|SAFETY FENCE | 6126.000| | | |LF | | ------------------------------------------------------------------------------- |727015 MONUMENTS | | | 1000| | 23.000| | | |EACH | | ------------------------------------------------------------------------------- |727552 RESOURCE | | | 1010|PROTECTION FENCE | 3200.000| | | |LF | | ------------------------------------------------------------------------------- |727555 RIGHT-OF-WAY | | | 1020|MARKER, CAPPED REBAR | 77.000| | | |EACH | | ------------------------------------------------------------------------------- |733001 TOPSOILING, 4" | | | 1030|DEPTH | 749.000| | | |SY | | ------------------------------------------------------------------------------- |733002 TOPSOILING, 6" | | | 1040|DEPTH | 271681.000| | | |SY | | ------------------------------------------------------------------------------- |734013 PERMANENT GRASS | | | 1050|SEEDING, DRY GROUND | 375697.000| | | |SY | | ------------------------------------------------------------------------------- |734015 PERMANENT GRASS | | | 1060|SEEDING, WET GROUND | 63621.000| | | |SY | | ------------------------------------------------------------------------------- |734017 TEMPORARY GRASS | | | 1070|SEEDING, DRY GROUND | 294328.000| | | |SY | | -------------------------------------------------------------------------------




All figures must be typewritten. CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- |734531 STREAMBANK SEED | | | 1080|MIX | 6032.000| | | |SY | | ------------------------------------------------------------------------------- |734551 NATIVE GRASS | | | 1090|SEEDING: NO MOW MIX | 4883.000| | | |SY | | ------------------------------------------------------------------------------- |734553 WETLAND | | | 1100|MITIGATION GRASS SEEDING | 9946.000| | | |SY | | ------------------------------------------------------------------------------- |735535 SOIL RETENTION | | | 1110|BLANKET MULCH, TYPE 5 | 61254.000| | | |SY | | ------------------------------------------------------------------------------- |737523 PLANTINGS | | | 1120| |LUMP |LUMP | | | | | ------------------------------------------------------------------------------- |743000 MAINTENANCE OF | | | 1130|TRAFFIC |LUMP |LUMP | | | | | ------------------------------------------------------------------------------- |743004 FURNISH AND | | | 1140|MAINTAIN PORTABLE | 154.000| | |CHANGEABLE MESSAGE SIGN |EADY | | | | | | ------------------------------------------------------------------------------- |743006 PLASTIC DRUMS | | | 1150| | 27643.000| | | |EADY | | ------------------------------------------------------------------------------- |743007 TRAFFIC OFFICERS | | | 1160| | 500.000| 75.00000| 37500.00 | |HOUR | | ------------------------------------------------------------------------------- |743015 FURNISH AND | | | 1170|MAINTAIN PORTABLE PCC | 386.000| | |SAFETY BARRIER |LF | | -------------------------------------------------------------------------------




All figures must be typewritten. CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- |743023 TEMPORARY | | | 1180|BARRICADES, TYPE III | 15825.000| | | |LFDY | | ------------------------------------------------------------------------------- |743024 TEMPORARY WARNING | | | 1190|SIGNS AND PLAQUES | 32550.000| | | |EADY | | ------------------------------------------------------------------------------- |743025 INSTALL TEMPORARY | | | 1200|IMPACT ATTENUATOR | 4.000| | | |EACH | | ------------------------------------------------------------------------------- |743057 FLAGGER, KENT | | | 1210|COUNTY, FEDERAL | 1200.000| | | |HOUR | | ------------------------------------------------------------------------------- |743066 FLAGGER, KENT | | | 1220|COUNTY, FEDERAL, | 300.000| | |OVERTIME |HOUR | | ------------------------------------------------------------------------------- |743552 PEDESTRIAN | | | 1230|CHANNELIZING BARRICADE | 59850.000| | | |LFDY | | ------------------------------------------------------------------------------- |744506 CONDUIT JUNCTION | | | 1240|WELL, TYPE 7, PRECAST | 15.000| | |POLYMER CONCRETE |EACH | | ------------------------------------------------------------------------------- |744520 CONDUIT JUNCTION | | | 1250|WELL, TYPE 1, PRECAST | 12.000| | |CONCRETE |EACH | | ------------------------------------------------------------------------------- |744530 CONCUIT JUNCTION | | | 1260|WELL, TYPE 11, PRECAST | 52.000| | |CONCRETE/ POLYMER |EACH | | |LID-FRAME | | | ------------------------------------------------------------------------------- |744531 CONDUIT JUNCTION | | | 1270|WELL, TYPE 14, PRECAST | 38.000| | |CONCRETE/ POLYMER |EACH | | |LID-FRAME | | | -------------------------------------------------------------------------------




All figures must be typewritten. CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- |744544 ADJUST OR REPAIR | | | 1280|EXISTING CONDUIT | 5.000| | |JUNCTION WELL |EACH | | ------------------------------------------------------------------------------- |745602 FURNISH & INSTALL | | | 1290|UP TO 4" SCHEDULE 80 | 5154.000| | |HDPE CONDUIT (BORE) |LF | | ------------------------------------------------------------------------------- |745604 FURNISH & INSTALL | | | 1300|UP TO 4" SCHEDULE 80 PVC | 24773.000| | |CONDUIT (TRENCH) |LF | | ------------------------------------------------------------------------------- |745606 FURNISH & INSTALL | | | 1310|UP TO 4" GALVANIZED | 438.000| | |STEEL CONDUIT (TRENCH) |LF | | ------------------------------------------------------------------------------- |745609 FURNISH & INSTALL | | | 1320|UP TO 4" GALVANIZED | 200.000| | |STEEL CONDUIT (ON |LF | | |STRUCTURE) | | | ------------------------------------------------------------------------------- |745610 FURNISH & INSTALL | | | 1330|UP TO 4" NONMETALLIC | 100.000| | |POLE RISER SHIELD |LF | | ------------------------------------------------------------------------------- |746515 INSULATED GROUND | | | 1340|CABLES, 1/#6 | 8075.000| | | |LF | | ------------------------------------------------------------------------------- |746517 ALUMINUM LIGHTING | | | 1350|STANDARD WITH SINGLE | 46.000| | |DAVIT ARM, 30' POLE |EACH | | ------------------------------------------------------------------------------- |746528 INSTALLATION OF | | | 1360|STEEL POLE (EQUAL TO OR | 3.000| | |GREATER THAN 40') |EACH | | ------------------------------------------------------------------------------- |746553 POLE BASE, | | | 1370|SPECIAL | 3.000| | | |EACH | | -------------------------------------------------------------------------------




All figures must be typewritten. CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- |746590 FURNISH & INSTALL | | | 1380|GROUND ROD | 66.000| | | |EACH | | ------------------------------------------------------------------------------- |746653 ELECTRICAL | | | 1400|TESTING |LUMP |LUMP | | | | | ------------------------------------------------------------------------------- |746697 INSTALLATION OF | | | 1410|WOOD POLE | 5.000| | | |EACH | | ------------------------------------------------------------------------------- |746847 POLE BASE, TYPE 3 | | | 1420| | 10.000| | | |EACH | | ------------------------------------------------------------------------------- |746850 POLE BASE, TYPE 4 | | | 1430| | 9.000| | | |EACH | | ------------------------------------------------------------------------------- |746852 POLE BASE, TYPE 6 | | | 1440| | 46.000| | | |EACH | | ------------------------------------------------------------------------------- |746907 FURNISH & INSTALL | | | 1480|1-CONDUCTOR #2 AWG | 885.000| | |STRANDED COPPER |LF | | ------------------------------------------------------------------------------- |746909 FURNISH & INSTALL | | | 1490|1-CONDUCTOR #6 AWG | 21415.000| | |STRANDED COPPER |LF | | ------------------------------------------------------------------------------- |746914 FURNISH & INSTALL | | | 1500|#6 BARE STRANDED COPPER | 660.000| | |GROUND |LF | | ------------------------------------------------------------------------------- |746924 FURNISH & INSTALL | | | 1510|LOOP WIRE 1-CONDUCTOR | 3324.000| | |#14 AWG ENCASED IN 1/4" |LF | | |FLEXIBLE TUBING IN A | | | |LOOP SAWCUT | | | -------------------------------------------------------------------------------




All figures must be typewritten. CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- |746925 FURNISH & INSTALL | | | 1520|EMBEDDED METERED SERVICE | 5.000| | |PEDESTAL (100 AMP) |EACH | | ------------------------------------------------------------------------------- |746926 FURNISH & INSTALL | | | 1530|ELECTRICAL UTILITY | 5.000| | |SERVICE EQUIPMENT |EACH | | |120/240 | | | ------------------------------------------------------------------------------- |746941 TRAFFIC CONTROL | | | 1540|DEVICE EQUIPMENT TURN ON,| 2.000| | |PICK UP, REMOVAL & |EACH | | |MAINTENANCE, TYPE III | | | ------------------------------------------------------------------------------- |747500 LIGHTING CONTROL | | | 1550|CENTER PAD | 5.000| | | |EACH | | ------------------------------------------------------------------------------- |747513 LIGHTING CONTROL | | | 1560|AND DISTRIBUTION | 5.000| | |ENCLOSURE (120/240; 100 |EACH | | |AMP) | | | ------------------------------------------------------------------------------- |747514 CABINET BASE, | | | 1570|TYPE F | 2.000| | | |EACH | | ------------------------------------------------------------------------------- |747515 CABINET BASE, | | | 1580|TYPE M | 8.000| | | |EACH | | ------------------------------------------------------------------------------- |747516 CABINET BASE, | | | 1590|TYPE P | 3.000| | | |EACH | | ------------------------------------------------------------------------------- |748015 PERMANENT | | | 1600|PAVEMENT STRIPING, | 5629.000| | |SYMBOL/LEGEND |SF | | |ALKYD-THERMOPLAST IC | | | -------------------------------------------------------------------------------




All figures must be typewritten. CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- |748019 TEMPORARY | | | 1610|MARKINGS, PAINT, 4" | 37300.000| | | |LF | | ------------------------------------------------------------------------------- |748026 TEMPORARY | | | 1620|MARKINGS, PAINT | 350.000| | |SYMBOL/LEGEND |SF | | ------------------------------------------------------------------------------- |748530 REMOVAL OF | | | 1630|PAVEMENT STRIPING | 8062.000| | | |SF | | ------------------------------------------------------------------------------- |748548 PERMANENT | | | 1640|PAVEMENT STRIPING, EPOXY | 117821.000| | |RESIN PAINT, |LF | | |WHITE/YELLOW, 5" | | | ------------------------------------------------------------------------------- |748549 PERMANENT | | | 1650|PAVEMENT STRIPING, EPOXY | 1200.000| | |RESIN PAINT, |LF | | |WHITE/YELLOW, 10" | | | ------------------------------------------------------------------------------- |748553 PREFORMED | | | 1660|RETROREFLECTIVE | 89.000| | |THERMOPLASTIC PAVEMENT |EACH | | |MARKINGS, BIKE SYMBOL | | | ------------------------------------------------------------------------------- |748557 PERMANENT | | | 1670|PAVEMENT STRIPING, EPOXY | 2271.000| | |RESIN PAINT, BLACK, 3" |LF | | ------------------------------------------------------------------------------- |749687 INSTALLATION OR | | | 1680|REMOVAL OF TRAFFIC | 240.000| | |SIGN(S) ON SINGLE SIGN |EACH | | |POST | | | ------------------------------------------------------------------------------- |749690 INSTALLATION OR | | | 1690|REMOVAL OF TRAFFIC SIGNS | 22.000| | |ON MULTIPLE SIGN POSTS |SF | | -------------------------------------------------------------------------------




All figures must be typewritten. CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- |750000 ADJUST WATER | | | 1700|VALVE BOXES | 3.000| | | |EACH | | ------------------------------------------------------------------------------- |752000 RELOCATE FIRE | | | 1710|HYDRANTS | 1.000| | | |EACH | | ------------------------------------------------------------------------------- |753516 SANITARY SEWER | | | 1720|SYSTEM |LUMP |LUMP | | | | | ------------------------------------------------------------------------------- |758000 REMOVAL OF | | | 1730|EXISTING PORTLAND | 1916.000| | |CEMENTCONCRETE PAVEMENT, |SY | | |CURB, SIDEWALK, ETC. | | | ------------------------------------------------------------------------------- |759511 FIELD OFFICE | | | 1740|SPECIAL II | 30.000| | | |EAMO | | ------------------------------------------------------------------------------- |760502 PAVEMENT MILLING, | | | 1750|TAPER CUT | 3067.000| | | |SYIN | | ------------------------------------------------------------------------------- |760507 PROFILE MILLING, | | | 1760|HOT-MIX | 7419.000| | | |SYIN | | ------------------------------------------------------------------------------- |762001 SAW CUTTING, HOT | | | 1770|MIX | 15842.000| | | |LF | | ------------------------------------------------------------------------------- |762002 SAW CUTTING, | | | 1780|CONCRETE, FULL DEPTH | 864.000| | | |LF | | ------------------------------------------------------------------------------- |763000 INITIAL EXPENSE | | | 1790| |LUMP |LUMP | | | | | -------------------------------------------------------------------------------




All figures must be typewritten. CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- |763501 CONSTRUCTION | | | 1800|ENGINEERING |LUMP |LUMP | | | | | ------------------------------------------------------------------------------- |763503 TRAINEE | | | 1810| | 2160.000| 0.80000| 1728.00 | |HOUR | | ------------------------------------------------------------------------------- |763508 PROJECT CONTROL | | | 1820|SYSTEM DEVELOPMENT PLAN |LUMP |LUMP | | | | | ------------------------------------------------------------------------------- |763509 CPM SCHEDULE | | | 1830|UPDATES AND/OR REVISED | 30.000| | |UPDATES |EAMO | | ------------------------------------------------------------------------------- |743003 ARROWPANELS, TYPE | | | 2320|C | 550.000| 20.00000| 11000.00 | |EADY | | ------------------------------------------------------------------------------- |743010 FURNISH AND | | | 2330|MAINTAIN TRUCK MOUNTED | 550.000| | |ATTENUATOR, TYPE II |EADY | | ------------------------------------------------------------------------------- |701031 CURB OPENING, 2' | | | 2340|OPENING | 4.000| | | |EACH | | ------------------------------------------------------------------------------- | | | SECTION 0001 TOTAL |-------------------------------------------------------------------------------

SECTION 0002 BRIDGE 2-156 - PUNCHEON RUN

------------------------------------------------------------------------------- |207000 EXCAVATION AND | | | 1840|BACKFILL FOR STRUCTURES | 2345.000| | | |CY | | -------------------------------------------------------------------------------




All figures must be typewritten. CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- |210000 FURNISHING BORROW | | | 1850|TYPE "C" FOR PIPE, | 370.000| | |UTILITY TRENCH, AND |CY | | |STRUCTURE BACKFILL | | | ------------------------------------------------------------------------------- |302011 DELAWARE NO. 3 | | | 1860|STONE | 500.000| | | |TON | | ------------------------------------------------------------------------------- |602001 PORTLAND CEMENT | | | 1870|CONCRETE MASONRY, CLASS | 28.000| | |A |CY | | ------------------------------------------------------------------------------- |602003 PORTLAND CEMENT | | | 1880|CONCRETE MASONRY, | 140.000| | |ABUTMENT FOOTING, CLASS |CY | | |A | | | ------------------------------------------------------------------------------- |602006 PORTLAND CEMENT | | | 1890|CONCRETE MASONRY, PIER | 1060.000| | |FOOTING, CLASS B |CY | | ------------------------------------------------------------------------------- |602007 PORTLAND CEMENT | | | 1900|CONCRETE MASONRY, PIER | 1125.000| | |ABOVE FOOTING, CLASS A |CY | | ------------------------------------------------------------------------------- |602009 PORTLAND CEMENT | | | 1910|CONCRETE MASONRY, | 155.000| | |APPROACH SLAB, CLASS A |CY | | | | | | ------------------------------------------------------------------------------- |602013 PORTLAND CEMENT | | | 1920|CONCRETE MASONRY, | 1922.000| | |SUPERSTRUCTURE, CLASS D |CY | | | | | | ------------------------------------------------------------------------------- |602015 PORTLAND CEMENT | | | 1930|CONCRETE MASONRY, | 42.000| | |ABUTMENT ABOVE FOOTING, |CY | | |CLASS A | | | -------------------------------------------------------------------------------




All figures must be typewritten. CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- |602017 PORTLAND CEMENT | | | 1940|CONCRETE MASONRY, | 460.000| | |PARAPET, CLASS A |CY | | ------------------------------------------------------------------------------- |602553 MECHANICALLY | | | 1950|STABILIZED EARTH WALLS, | 6260.000| | |WALL 1 |SF | | ------------------------------------------------------------------------------- |602646 SILICONE ACRYLIC | | | 1960|CONCRETE SEALER | 29770.000| | | |SF | | ------------------------------------------------------------------------------- |604000 BAR REINFORCEMENT,| | | 1970|EPOXY COATED | 860000.000| | | |LB | | ------------------------------------------------------------------------------- |605511 PREFABRICATED | | | 1980|EXPANSION JOINT SYSTEM, | 207.000| | |3" |LF | | ------------------------------------------------------------------------------- |606003 METAL BRIBGE | | | 1990|RAILING (PEDESTRIAN) | 641.000| | | |LF | | ------------------------------------------------------------------------------- |608000 COARSE AGGREGATE | | | 2000|FOR FOUNDATION | 545.000| | |STABILIZATION AND |TON | | |SUBFOUNDATION BACKFILL | | | ------------------------------------------------------------------------------- |619519 DYNAMIC PILE | | | 2010|TESTING BY CONTRACTOR | 30.000| | | |EACH | | ------------------------------------------------------------------------------- |623003 PRESTRESSED | | | 2020|REINFORCED CONCRETE |LUMP |LUMP | |MEMBERS, BULB T BEAM | | | ------------------------------------------------------------------------------- |712021 RIPRAP, R-5 | | | 2030| | 3225.000| | | |TON | | -------------------------------------------------------------------------------




All figures must be typewritten. CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- |727507 BRIDGE SAFETY | | | 2040|FENCE | 280.000| | | |LF | | ------------------------------------------------------------------------------- | | | SECTION 0002 TOTAL |-------------------------------------------------------------------------------

SECTION 0003 BRIDGE 2-157 - NEW BURTON RD.

------------------------------------------------------------------------------- |207000 EXCAVATION AND | | | 2050|BACKFILL FOR STRUCTURES | 610.000| | | |CY | | ------------------------------------------------------------------------------- |209003 BORROW, TYPE C | | | 2060| | 3545.000| | | |CY | | ------------------------------------------------------------------------------- |210000 FURNISHING BORROW | | | 2070|TYPE "C" FOR PIPE, | 210.000| | |UTILITY TRENCH, AND |CY | | |STRUCTURE BACKFILL | | | ------------------------------------------------------------------------------- |602001 PORTLAND CEMENT | | | 2080|CONCRETE MASONRY, CLASS | 185.000| | |A |CY | | ------------------------------------------------------------------------------- |602003 PORTLAND CEMENT | | | 2090|CONCRETE MASONRY, | 153.000| | |ABUTMENT FOOTING, CLASS |CY | | |A | | | ------------------------------------------------------------------------------- |602006 PORTLAND CEMENT | | | 2100|CONCRETE MASONRY, PIER | 160.000| | |FOOTING, CLASS B |CY | | ------------------------------------------------------------------------------- |602007 PORTLAND CEMENT | | | 2110|CONCRETE MASONRY, PIER | 155.000| | |ABOVE FOOTING, CLASS A |CY | | -------------------------------------------------------------------------------




All figures must be typewritten. CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- |602009 PORTLAND CEMENT | | | 2120|CONCRETE MASONRY, | 225.000| | |APPROACH SLAB, CLASS A |CY | | | | | | ------------------------------------------------------------------------------- |602013 PORTLAND CEMENT | | | 2130|CONCRETE MASONRY, | 442.000| | |SUPERSTRUCTURE, CLASS D |CY | | | | | | ------------------------------------------------------------------------------- |602015 PORTLAND CEMENT | | | 2140|CONCRETE MASONRY, | 55.000| | |ABUTMENT ABOVE FOOTING, |CY | | |CLASS A | | | ------------------------------------------------------------------------------- |602017 PORTLAND CEMENT | | | 2150|CONCRETE MASONRY, | 145.000| | |PARAPET, CLASS A |CY | | ------------------------------------------------------------------------------- |602553 MECHANICALLY | | | 2160|STABILIZED EARTH WALLS, | 8175.000| | |WALL 1 |SF | | ------------------------------------------------------------------------------- |602646 SILICONE ACRYLIC | | | 2170|CONCRETE SEALER | 14690.000| | | |SF | | ------------------------------------------------------------------------------- |604000 BAR REINFORCEMENT,| | | 2180|EPOXY COATED | 315950.000| | | |LB | | ------------------------------------------------------------------------------- |605511 PREFABRICATED | | | 2190|EXPANSION JOINT SYSTEM, | 145.000| | |3" |LF | | ------------------------------------------------------------------------------- |608000 COARSE AGGREGATE | | | 2200|FOR FOUNDATION | 200.000| | |STABILIZATION AND |TON | | |SUBFOUNDATION BACKFILL | | | -------------------------------------------------------------------------------




All figures must be typewritten. CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- |619519 DYNAMIC PILE | | | 2210|TESTING BY CONTRACTOR | 15.000| | | |EACH | | ------------------------------------------------------------------------------- |623003 PRESTRESSED | | | 2220|REINFORCED CONCRETE |LUMP |LUMP | |MEMBERS, BULB T BEAM | | | ------------------------------------------------------------------------------- |727507 BRIDGE SAFETY | | | 2230|FENCE | 425.000| | | |LF | | ------------------------------------------------------------------------------- | | | SECTION 0003 TOTAL |-------------------------------------------------------------------------------

SECTION 0004 BRIDGE PILE ALTERNATE 1 ALT GROUP AA1 ------------------------------------------------------------------------------- |618042 FURNISH | | | 2240|CAST-IN-PLACE CONCRETE | 19637.000| | |PILES, 16" |LF | | ------------------------------------------------------------------------------- |618047 FURNISH | | | 2250|CAST-IN-PLACE CONCRETE | 1525.000| | |TEST PILES, 16" |LF | | ------------------------------------------------------------------------------- |619022 INSTALL | | | 2260|CAST-IN-PLACE CONCRETE | 19637.000| | |PILES, 16" |LF | | ------------------------------------------------------------------------------- |619026 INSTALL | | | 2270|CAST-IN-PLACE CONCRETE | 1525.000| | |TEST PILES, 16" |LF | | ------------------------------------------------------------------------------- | | | SECTION 0004 TOTAL |-------------------------------------------------------------------------------

SECTION 0005 BRIDGE PILE ALTERNATE 2 ALT GROUP AA2 -------------------------------------------------------------------------------




All figures must be typewritten. CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- |618082 FURNISH PRECAST | | | 2280|PRESTRESSED CONCRETE | 22344.000| | |PILE, 16" X 16" |LF | | ------------------------------------------------------------------------------- |618092 FURNISH PRECAST | | | 2290|PRESTRESSED CONCRETE | 1850.000| | |TEST PILE, 16" X 16" |LF | | ------------------------------------------------------------------------------- |619062 INSTALL PRECAST | | | 2300|PRESTRESSED CONCRETE | 22344.000| | |PILE, 16" X 16" |LF | | ------------------------------------------------------------------------------- |619068 INSTALL PRECAST | | | 2310|PRESTRESSED CONCRETE | 1850.000| | |TEST PILE, 16" X 16" |LF | | ------------------------------------------------------------------------------- | | | SECTION 0005 TOTAL |------------------------------------------------------------------------------- | | | TOTAL BID | -------------------------------------------------------------------------------


1066

+00

1067

+00

1068+00

1069+00

1070+001071+00

1072+00

1073+00

1074+00

511+

00

512

+00

201R

FARM LANDS, L.P.

2-00-08500-01-2200

L 0039/018412R

KESSELRING COMPANY, LLC

2-05-08500-01-0700

D 4747/0056

D 0451/0107

12R


2-05-08500-01-0700

D 4747/0056

D 0451/0107

12R


2-05-08500-01-0700

D 4747/0056

D 0451/0107

ADDITIONAL HISTORIC BOUNDARY MEASURE

SEE PROJECT NOTE #37

ADDITIONAL HISTORIC BOUNDARY MEASURE

SEE PROJECT NOTE #37

L

L

POC STA. 1069+50.00 B W.D.C.=

POE STA. 512+94.20 B WYOMING MILL ROAD SPUR

10’

23’

15’

85’

39’

10’

15’

24’

36’

39’

3’

36’

35’

23’

WY

OMIN

G

MIL

L

RO

AD

SP

UR

26’

26’16’

15’

23’

15’

32’

WEST DOVER CONNECTOR

36’

16’16’

125’

125’

16’

17’

17’

23’

31’

24’

MATC

HLIN

E STA. 10

66+

00

MA

TC

HLIN

E ST

A. 10

74+

00

MATCHLINE STA. 511+00

SCALE: 1"=30’

FEET

0 30 60 90CONSTRUCTION PLANS

NO. ITEM DESCRIPTION / TYPE LENGTH

CURB SCHEDULE

31

NO. SIZE / TYPE SLOPE SAFETY GRATE

FLARED END SECTION SCHEDULE

NO.

DRAINAGE INLET SCHEDULE

BOX SIZE GRATESTATION OFFSET INV. EL.T.G. EL.

C

49

C

47

C

45

C

48

DI

182P

184

UD

100

UD

18

UD

70

UD

192

NO. TYPE AREA (SY)

RIPRAP SCHEDULE

21 R-4 8

R-419

R-420

RR

21

DI

180

BP,JW

JF

CR

3

CR

5

UDO

18

FES

116

C

44

45 P.C.C. CURB, TYPE 2 85

M

049

DI

179

DI

183

DI

184

UD

367

UD

407

UDO

16

UDO

17

CR

3

DI

181

P

182

P

183

P

185

P

186

P

187

P

190

FES

114

RR

19

FES

115

RR

20

6

6

UDO

14

UDO

15

44 INTEGRAL PCC CURB AND GUTTER,TYPE 3-8 468


NO. SLOPELENGTH DIS. EL.SIZE / TYPE CLASS

DRAINAGE PIPE SCHEDULE

INT. EL.

NO. LENGTH DIS. EL.

UNDERDRAIN OUTLETS

14 11.0 44.84

16 15.5 42.88

15 12.0 44.88

18 14.4 40.75

180 44.5246.966.0’ LT1067+00.0 34" x 24" 3

183 41.6948.6339.2’ LT1068+66.9 66" x 48" 1

P

188

P

189

187 0.0030 41.69 41.3824" RCP IV 104.5

CR

5

C

46




M049

STATION OFFSET EASTINGNORTHING

RIGHT-OF-WAY MONUMENT SCHEDULE

NO. TYPE

1070+50.00 -125.0000 413111.2494 618422.7968

179 43.1947.9438.8’ LT1066+46.4 34" x 24" 1

181 42.2848.2838.8’ LT1067+40.0 34" x 24" 1

182 44.2146.936.0’ LT1067+40.0 34" x 24" 3

184 41.2848.9626.8’ RT511+71.5 48" x 48" 1

183 0.0044 43.19 42.7818" RCP IV 93.3

184 0.0030 44.52 44.4115" RCP IV 37.4

185 0.0030 44.21 44.1315" RCP IV 27.8

186 0.0030 42.28 41.8924" RCP IV 128.3

188 0.0030 42.13 41.4815" RCP IV 216.0

189 0.0035 41.28 41.0024" RCP IV 79.0

190 0.0050 41.00 40.7218" RCP IV 55.5

REBAR

17 20.3 45.17

N

UD

168

UD

72

UD

139

1

1

1 UPDATED SIZE OF FES 114 & 115 10/01/14

114 24"RCP 18"RCP 0.0050 NO

115 24"RCP 18"RCP 0.0050 NO

116 24"RCP 0.0035 NO

DELAWAREDEPARTMENT OF TRANSPORTATION TOTAL SHTS.

SHEET NO.CONTRACT

T200411701

COUNTYDESIGNED BY:

CHECKED BY:

BRIDGE NO.ADDENDUMS / REVISIONS

KENT 320


J:\

BRID

GE_

HIG

HW

AY

S\

6061_

DelD

OT_

WE

ST_

DO

VE

R_

CO

NN\

Civil\

Civ

_Sheets\

04

_Pla

ns\

CP

12.d

gn

10/1/2

014

Perry

R

1148+00 1149+00 1150+00 1151+001152+00

1153+00

1154+00

1155+00P

C 11

49+20.90

PT 11

53

+77.42

HILL FARM COMMERCIAL, LLC

2-05-07600-01-1304-000

~

14R

STATE OF DELAWARE

2-05-07600-01-1303

D 2375/0327

20L

GENERAL FOODS CORPORATION

2-05-07600-01-1200

Z 0022/0437

PARCEL 1

STATE OF DELAWARE

2-05-07600-01-1400

D 4469/0204

D 4456/0023

D 0666/0225


2-05-07600-01-1304

D 4662/0077

D 2414/0289

WEST DOVER CONNECTOR 20’

30’

40’

150’

10’

10’

5’

5’

43’

43’

29.5’

31’

MA

TC

HLIN

E S

TA. 11

47+

50

MA

TC

HLIN

E S

TA. 11

55+

00

SCALE: 1"=30’

FEET


42


CURB SCHEDULE

NO.


BOX SIZE GRATESTATION OFFSET INV. EL.T.G. EL. NO. SLOPELENGTH DIS. EL.SIZE / TYPE CLASS


INT. EL.

C

72

C

74

UD

177

UD

247UD

98

UD

143

UD

73

P

233

UD

197

UD

178

BP,JW

JF

C

73



DNDRM

C

DI

225

DI

226DI

227

DI

228

DI

229

P

232

RM

C

RM

C

CMH

7

CMH

6

SAWCUT

SAWCUT

225 36.641.0849.8’ LT1149+28.9 34" x 18" 1

228 38.344.1448.6’ LT1151+80.6 34" x 18" 1

NUD

48

UD

77

DI

242

226 36.2+41.2130.2’ RT1149+28.9 34" x 18" 1

227 37.8+43.8948.7’ RT1151+76.3 34" x 18" 1

242 39.0+43.7463.0’ RT1154+21.5 34" x 18" 1

232 0.0050 36.6 36.5+15" RCP IV 5.4

233 0.0050 38.3 38.2+15" RCP IV 9.6

-

-

-

-

-

-

A

C

UD

240

RM

C

CMH

8

229 39.5+44.8340.0’ LT1154+25.8 34" x 18" 1

RM

C

DO NOT DISTURB TREES REMOVE TREES

A

C

1 1 1

10/02/14

A

C

1 74 INTEGRAL PCC CURB AND GUTTER,TYPE 3-8 425 756

1

1

1

1 1 1 1 1 1

A

C

C

74B

C

74A

1

1

74A INTEGRAL PCC CURB AND GUTTER,TYPE 3-8 237

74B INTEGRAL PCC CURB AND GUTTER,TYPE 3-8 74

1 1

C

O

1

C

O

1 1

INLET SCHEDULES; ADDED CURB OPENINGS

1 REMOVED DI-227,242,229; REVISED CURB &DELAWAREDEPARTMENT OF TRANSPORTATION TOTAL SHTS.

SHEET NO.CONTRACT

T200411701

COUNTYDESIGNED BY:

CHECKED BY:


KENT 320


J:\

BRID

GE_

HIG

HW

AY

S\

6061_

DelD

OT_

WE

ST_

DO

VE

R_

CO

NN\

Civil\

Civ

_Sheets\

04

_Pla

ns\

CP

23.d

gn

10/2/2

014

Perry

R

113+00114+00

115+00

110+00111+00 112+00

PC 11

2+05.20

49+00

50+00

51+

00

52

+00

53

+00

PC 49+7

0.89

PT 53+28.42

1155+00

1156+00

WA

TE

R

MH

1127-10

LP

3G

UN

K

UN

K

ES

NG-

G

ES

NG-

G

ES

NG-

G

ES

NG-

G

ES

NG-

G

VE

R-F

OV

ER-F

O

VE

R-F

O

VE

R-F

O

VER-FO

VER-FO

VER-FO

VER-FO

VER-FOVER-FO

VER-CVER-C

DP-E

DP-

E

DP-E

DP-E

DP-E

DP-E

DP-E

DP-E

DP-E

DP-E

DP-E

DP-E

DP-E

DP-E

DP-E

VER-F

O

VE

R-F

OVE

R-F

O

VE

R-F

O

VE

R-F

O

ESNG-GESNG-G

ESNG-G

VER-CVER-C

CD-

W

12"

CD-

W

12"

CD-

W

6" CU-G

6" CU-G

10" CD-W

10" CD-W

10" CD-W

10’ SIDEWALK EASEMENT

24’

CR

OS

S

AC

CES

S

EA

SE

ME

NT

30’

CR

OSS

AC

CESS E

ASE

ME

NT

30’

CR

OSS

AC

CESS E

ASE

ME

NT

20L

GENERAL FOODS CORPORATION

2-05-07600-01-1200

Z 0022/0437

PARCEL 1

103L

DELAWARE MEDICAL

PROPERTIES

2-05-07615-01-0306

D 0637/0056

102L

REG CONDOMINIUM

2-05-07615-01-0305

D 2448/0294

25L

RF BOOK REALTY

GROUP, LLC

2-05-07615-01-0307

D 0488/0067


2-05-07600-01-1304

D 4662/0077

D 2414/0289

6’ PERMANENT EASEMENTFOR SHARED USE PATH

6’ PERMANENT EASEMENT

FOR SHARED USE PATH

104L

WEST DOVER ROADWAY, LLC

2-05-07611-01-4300

D 6126/0243

VE

R-

FO

VE

R-

FO

VER-FO

VE

R-

FO

VER-FO

ES

NG-

G

ESNG-G

ESNG-G

SAULSBURY ROAD

W.

NO

RT

H

ST

REET

10’

39’

L

L

L

L

POC STA. 50+51.60 B W. NORTH ST.=

POE STA. 1156+87.04 B W.D.C.=

POB STA. 109+90.16 B SAULSBURY RD

100’

8’

30’

27’

45’


35’

59’

30’44’

30’

8’

45’

65’

14’26’

52’

26’

10’

33’

47’

100’

100’

45.89’

150’

POC STA. 50+53.32 B WEST NORTH ST.

55.97’

20’

20’ 32’

44’

20’

20’

71.20’

5’

MA

TC

HLIN

E S

TA. 11

55+

00

MA

TC

HLIN

E S

TA. 11

5+

50

MATCHLINE STA. 53+50

MATCHLINE S

TA. 48+50

SCALE: 1"=30"

FEET



CURB SCHEDULE

43

NO.


BOX SIZE GRATESTATION OFFSET INV. EL.T.G. EL.

NO. SLOPELENGTH DIS. EL.SIZE / TYPE CLASS


INT. EL.

C

75

C

80

C

79

C

77

C

86

C

84

C

82

C

83

UD

9

UD

67

A

C

UD

9

UD

53

UD

65

P

235

P

236

P

237

P

238

P

239

P

240

BP,JW

DI

231

A

C

DI

233

DI

234

DI

235

CMH

9

JF

CR

3

CR

5

CR

5

CR

3

CR

3

CR

3

CR

5

DI

232

C

76

C

78

C

81





CMH

10

235 0.0030 40.37 40.1718" RCP IV 65.4

236 0.0030 39.78 39.5718" RCP IV 66.7

238 0.0007 42.65 40.8915" RCP IV 250.3

237 0.0030 41.21 41.1615" RCP V 15.4

230 40.3743.9935.8’ LT1155+12.7 48" x 30" 1

232 41.2143.9776.2’ LT1156+20.9 34" x 18" 1

233 42.6546.001.0’ LT51+32.0 72" x 24" 1

234 42.3245.6746.5’ LT110+99.1 48" x 30" 1

235 41.5244.6245.8’ LT112+98.0 48" x 30" 1

M

075

M

074

M

079

M

080

TH-14

TH-13

TH-16

TH-19TH-18

TH-17

NO. STATION OFFSETUTILITY GRND EL. COVER O.D. & MATERIAL

UTILITY TEST HOLE SCHEDULE

TH-20

TH-21

TH-24 TH-26

TH-27

TH-22

TH-23

TH-28

WATER 4.46 12" D.I.P.TH-14 45.815.5’ RT.51+28

GAS 4.45 4.5" STEELTH-15 46.021.5’ LT.51+28

GAS 3.16 8" STEELTH-16 45.4038.3’ RT.49+65

GAS 5.10 5" STEELTH-17 45.3946.8’ RT.49+67

FIB.OPTIC 2.98 2.5" PLASTICTH-18 45.4042.9’ RT.49+65

FIB.OPTIC 3.13 4.5" PLASTICTH-19 45.4236.6’ RT.49+65

GAS 8.07 10" STEELTH-20 45.1144.9’ LT.110+99

COMM. 2.62 2" PLASTICTH-22 43.6647.3’ LT.112+05

TELEPHONE 2.59 2" PVCTH-24 43.8439.3’ LT.112+98

GAS 5.10 10" STEELTH-27 45.3630.2’ LT.113+09

WATER 6.83 10" D.I.P.TH-28 45.5831.7’ RT.113+01

FIB.OPTIC 3.73 (2)4.5" PLASTICTH-12 45.2544.5’ RT.51+30

FIB.OPTIC 3.75 (3)4.5" PLASTICTH-13 45.2443.6’ RT.51+30

TELEPHONE 3.38 (2)4" PVCTH-21 43.1943.6’ LT.112+90

FIB.OPTIC 1.75 (2)3/8" PLASTICTH-23 44.2643.8’ LT.112+04

FIB.OPTIC 2.69 (1)1/2"/(1)3/4"D.B.TH-26 44.9832.9’ LT.113+00

TH-15

TH-12








CR

5

C

85

M074

M075

M080

M079

STATION OFFSET EASTINGNORTHING

RIGHT-OF-WAY MONUMENT SCHEDULE

NO. TYPE

RM

O

RM

O

RM

O

RM

O

RL

O

A

C

RL

O

RL

O

RM

C

REBAR

REBAR

REBAR

REBAR

SA

WC

UT

SA

WC

UT

SAWCUT

SAWCUT

SA

WC

UT

SAWCUT

SAWCUTSAWCUT

SAWCUT

N

240 0.0026 41.52 41.4815" RCP IV 16.1

239 0.0035 42.32 41.6215" RCP IV 196.6

RM

C

UD

137

RL

O

RL

0

RL

0

1155+80.00

49+40.00

111+50.00

51+70.00

-57.4364

65.0000

55.9705

-71.1972

419964.3188

419970.8940

420253.2984

420202.6164

620729.6750

620683.0811

620749.6360

620818.6032

RL

C

DI

249

RM

C

231 39.7843.4061.1’ RT1155+12.5 48" x 30" 11

1

236 0.0030 40.17 40.1618" RCP IV 4.2

1

1

P

236

1

1

1

1

249 40.1743.9241.7’ LT1155+81.1 48" x 30" 11

1 77 INTEGRAL PCC CURB AND GUTTER,TYPE 3-8 133 221

10/02/14

1

C

O

C

O

1 1

231 MATCH EX.44.0865.2’ RT1155+12.5 48" x 30" 1

1

1

77A INTEGRAL PCC CURB AND GUTTER,TYPE 3-8 8

77B INTEGRAL PCC CURB AND GUTTER,TYPE 3-8 60

C

77A

1

C

77B

1

DI

230

A

C1

1 ADDED DI-249, CURB OPENINGS; REVISED P-236;

REVISED CURB, INLET, & PIPE SCHEDULESDELAWARE

DEPARTMENT OF TRANSPORTATION TOTAL SHTS.

SHEET NO.CONTRACT

T200411701

COUNTYDESIGNED BY:

CHECKED BY:


KENT 320


J:\

BRID

GE_

HIG

HW

AY

S\

6061_

DelD

OT_

WE

ST_

DO

VE

R_

CO

NN\

Civil\

Civ

_Sheets\

04

_Pla

ns\

CP

24.d

gn

10/2/2

014

Perry

R

EX. R/W

EX. R/W

EX. R/W

VIA OVERNIGHT DELIVERY - Delawaregssdocs.deldot.delaware.gov/bids/T200411701 Addendum No. 1.pdf ·...

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