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INDIANA DEPARTMENT OF TRANSPORTATION 100 North Senate Room N725 Indianapolis, Indiana 46204-2218

Letting of April 5, 2017 March 30, 2017

NOTICE OF REVISION NO. 1 TO CONTRACT NO. R -36433-A ------

The Schedule of Pay Items were revised as follows: line number 0012 quantity was revised. A revised copy of the Schedule of Pay Items is included herewith.

The Special Provisions page 167 was added a copy is included herewith.

The Plans, Des No. 0800295 and 1600652, Sheets 2, 10, 20 and 29 were revised and are available for viewing on the Indiana Department of Transportation website.

Please substitute the attached sheets for the like numbered sheets that now appear in your copy of the bidding document.

Should you desire to submit a bid, please do so with the basis of the information set out above.

For electronic bids, only prequalified bidders for the above contract should acknowledge this revision by entering the date of this letter in the appropriate field on the electronic proposal form.

It is the bidder’s responsibility to check the Bid Express website for all amendment files prior to the deadline for bid submittal. This includes amendment files that may be generated as a result of administrative changes to the bidding form, which may not be communicated in a revision letter.

For paper bids only, the acknowledgement below should be signed only by prequalified bidders for the above contract and then scanned and e-mailed to: Trudy Wagoner at [email protected]

for: Behrooz Vakily Pre-Bid Review Engineer

BV/mr/pss

- ACKNOWLEDGMENT OF RECEIPT OF REVISION -

DATE ______

CO. NAME ______

BY ______

Notice: Notification that a revision was released shall only be sent by e- mail to those subscribing to the INDOT listserver at this address: http://www.in.gov/dot/div/contracts/letting/Email-Form.html. The e-mail message includes a link to the extranet site where the revision may be viewed, downloaded and printed. The link is: http://erms.indot.in.gov/viewdocs/

For help retrieving electronic documents, please contact Customer Service at 317-232-5070. Letting Date: April 05, 2017 Indiana Department of Transportation Revision 1: March 30, 2017 Proposal Schedule of Items Page 1 of 4 Proposal ID: R -36433-A Project(s): 0800295, 1600652 SECTION: 1 ENHANCEMENT, BIKE AND PEDESTRIAN FACILITIES

Alt Set ID: Alt Mbr ID:

Proposal Approximate Line Item ID Unit Price Bid Amount Number Quantity and Description Units

0001 105-06845 CONSTRUCTION ENGINEERING LUMP SUM LUMP SUM ______._____

0002 109-08359 1.000 LIQUIDATED DAMAGES DOL 1.00 1.00

0003 109-08360 1.000 CONTRACT LIENS DOL 1.00 1.00

0004 109-08443 1.000 QUALITY ADJUSTMENTS, DOL 1.00 1.00 TEMPORARY CONTROL DEVICES 0005 109-08444 1.000 QUALITY ADJUSTMENTS, FAILED DOL 1.00 1.00 MATERIALS 0006 109-08463 1.000 PROJECT ESTIMATE ADJUSTMENT DOL 1.00 1.00

0007 109-11362 1.000 QUALITY ADJUSTMENTS, FAILURE TO DOL 1.00 1.00 MAINTAIN TEMPORARY AND SEDIMENT CONTROL MEASURES 0008 110-01001 MOBILIZATION AND DEMOBILIZATION LUMP SUM LUMP SUM ______._____

0009 201-52370 CLEARING RIGHT OF WAY LUMP SUM LUMP SUM ______._____

0010 203-02000 100.000 EXCAVATION, COMMON CYS ______.______._____

0011 203-02010 90.000 EXCAVATION, ROCK CYS ______.______._____

0012 203-02070 4,520.000 BORROW CYS ______.______._____ Letting Date: April 05, 2017 Indiana Department of Transportation Revision 1: March 30, 2017 Proposal Schedule of Items Page 2 of 4 Proposal ID: R -36433-A Project(s): 0800295, 1600652 SECTION: 1 ENHANCEMENT, BIKE AND PEDESTRIAN FACILITIES

Alt Set ID: Alt Mbr ID:

Proposal Approximate Line Item ID Unit Price Bid Amount Number Quantity and Description Units

0013 205-12108 15,000.000 STORM MANAGEMENT DOL 1.00 15,000.00 BUDGET 0014 205-12109 SWQCP PREPARATION AND LUMP SUM LUMP SUM ______._____ IMPLEMENTATION, LEVEL 1 0015 206-51230 1,050.000 EXCAVATION, FOUNDATION, CYS ______.______._____ UNCLASSIFIED 0016 207-08266 1,394.000 SUBGRADE TREATMENT, TYPE III SYS ______.______._____

0017 211-09264 9.000 STRUCTURE BACKFILL, TYPE 1 CYS ______.______._____

0018 301-07448 345.000 COMPACTED AGGREGATE NO. 53 TON ______.______._____ BASE 0019 302-07455 6.000 DENSE GRADED SUBBASE CYS ______.______._____

0020 406-05520 1.000 ASPHALT FOR TACK COAT TON ______.______._____

0021 604-05528 189.000 HMA FOR TON ______.______._____

0022 609-06257 33.000 REINFORCED SYS ______.______._____ APPROACH, 10 IN. 0023 621-01004 2.000 MOBILIZATION AND DEMOBILIZATION EACH ______.______._____ FOR SEEDING 0024 621-02770 4,030.000 EROSION CONTROL BLANKET SYS ______.______._____ Letting Date: April 05, 2017 Indiana Department of Transportation Revision 1: March 30, 2017 Proposal Schedule of Items Page 3 of 4 Proposal ID: R -36433-A Project(s): 0800295, 1600652 SECTION: 1 ENHANCEMENT, BIKE AND PEDESTRIAN FACILITIES

Alt Set ID: Alt Mbr ID:

Proposal Approximate Line Item ID Unit Price Bid Amount Number Quantity and Description Units

0025 621-06560 4,030.000 MULCHED SEEDING U SYS ______.______._____

0026 701-09558 23.000 TEST PILE, INDICATOR, PRODUCTION LFT ______.______._____

0027 701-09560 1.000 TEST PILE, INDICATOR, RESTRIKE EACH ______.______._____

0028 701-09739 16.000 PILE SHOE, HP 12 X 53 EACH ______.______._____

0029 701-51195 195.000 PILE, STEEL H HP 12 X 53 LFT ______.______._____

0030 702-51005 216.500 CONCRETE, A, SUBSTRUCTURE CYS ______.______._____

0031 702-51015 230.400 CONCRETE, B, FOOTINGS CYS ______.______._____

0032 703-06028 78,174.000 REINFORCING BARS LBS ______.______._____

0033 703-06029 22,184.000 REINFORCING BARS, EPOXY LBS ______.______._____ COATED 0034 703-97936 9.000 THREADED TIE BAR ASSEMBLY, EACH ______.______._____ EPOXY COATED 0035 704-51002 87.200 CONCRETE, C, SUPERSTRUCTURE CYS ______.______._____

0036 709-51821 SURFACE SEAL LUMP SUM LUMP SUM ______._____

0037 715-05147 25.000 PIPE, TYPE 2, CIRCULAR, 8 IN. LFT ______.______._____ Letting Date: April 05, 2017 Indiana Department of Transportation Revision 1: March 30, 2017 Proposal Schedule of Items Page 4 of 4 Proposal ID: R -36433-A Project(s): 0800295, 1600652 SECTION: 1 ENHANCEMENT, BIKE AND PEDESTRIAN FACILITIES

Alt Set ID: Alt Mbr ID:

Proposal Approximate Line Item ID Unit Price Bid Amount Number Quantity and Description Units

0038 715-05152 40.000 PIPE, TYPE 2, CIRCULAR, 18 IN. LFT ______.______._____

0039 715-46010 1.000 PIPE END SECTION, DIAMETER 18 IN. EACH ______.______._____

0040 715-90836 2.000 PIPE END SECTION, DIAMETER 8 IN. EACH ______.______._____

0041 728-11672 70.000 DRILLED SHAFT EXPLORATORY LFT ______.______._____ CORE 0042 728-11713 155.000 DRILLED SHAFT 36 IN. DIAMETER LFT ______.______._____

0043 801-04308 3.000 CLOSURE SIGN ASSEMBLY EACH ______.______._____

0044 801-06775 MAINTAINING TRAFFIC LUMP SUM LUMP SUM ______._____

0045 802-03896 2.000 EACH ______.______._____

0046 802-03896 1.000 BOLLARD , COLLAPSIBLE EACH ______.______._____

0047 807-02191 1.000 HANDHOLE LIGHTING EACH ______.______._____

0048 807-06592 80.000 CONDUIT, STEEL, GALVANIZED, 2 IN. LFT ______.______._____

Section: 1 Total: ______._____

Total Bid: ______._____ ADDED 3/30/2017 GREENFIELD DISTRICT Contract No. R -36433

TEMPORARY

Description This work shall consist of construction and maintenance of temporary causeway and approaches in accordance with 105.03.

Materials Materials shall be in accordance with 713.02, and 717.02.

Construction Requirements The Contractor shall be responsible for causeway design, construction and application of permits with permitting agencies. Approximate location of temporary causeway is shown on the plans. The temporary causeway shall be used to bring equipment close enough to construct the bridge. The temporary causeway shall remain in place during the construction of the proposed bridge. It shall be removed when the Contractor no longer needs to bring equipment in the waterway.

Construction shall be in accordance with the applicable portions of 713, 717, 801.11 and as follows:

Information indicating the details of the temporary causeway shall be submitted for approval prior to construction. If the details of the temporary causeway are not in accordance with the plans, details of the proposed temporary causeway, signed by and bearing the seal of a registered professional engineer, shall be submitted.

The Contractor shall avoid all work within the inundated part of the river and no equipment shall be operated below the Ordinary High Water Mark during the fish spawning season from April 1 through June 30.

The temporary causeway shall be designed and built to provide a waterway opening area sufficient to maintain the normal low flow of the White River.

In the event of a washout, the temporary causeway shall be repaired or completely removed within 48 hours after the water surface elevation has subsided to the ordinary high water elevation or a water surface elevation determined safe by the Engineer. The Contractor shall remove any debris in the channel, even if outside the right-of-way limits.

Erosion and sediment control along the banks shall be in accordance with 205 and the Storm Water Pollution Prevention Plan.

Method of Measurement Temporary Causeway will not be measured for payment.

Basis of Payment Temporary Causeway will not be paid for directly and shall be included in the cost of other items.

II 167