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Amendment 0004

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W911WN-10-C-0016 Pine Hollow.pdf PDF
BidResults for 10B0010.doc DOC document
Amendment 0005.pdf PDF
Pine Hollow sht 10.pdf PDF
Pine Hollow sht 16.pdf PDF
Pine Hollow sht 12.pdf PDF
01 22 00 00 10 Measurement and Payment Am4.pdf PDF
32 12 10 Bit Tack Am4.pdf PDF
Pine Hollow sht 14.pdf PDF
32 30 10 10 Misc Site Work Am4.pdf PDF
01 14 00 Work Restrictions Am4.pdf PDF
Price Schedule Amendment 0004.xlsx XLSX spreadsheet
Table of ContentsAm4.pdf PDF
Conformed solicitation thru Amend 4 INFO ONLY.pdf PDF
33 41 00 Storm Drainage Am4.pdf PDF
31 00 00 Earthwork Am4.pdf PDF
Pine Hollow sht 19.pdf PDF
Pine Hollow Amend 03.pdf PDF
W911WN-10-B-0010 Amend 2.pdf PDF
31 00 00 Earthwork.pdf PDF
01 45 01.pdf PDF
W911WN-10-B-0010-0001.pdf PDF
Table of Contents.pdf PDF
Pine Hollow Maintenance Bond.pdf PDF
Pine Hollow Appendices A-D.pdf PDF
Pine Hollow Final DWG set-revision2.pdf PDF
Pine Hollow Solicitation.pdf PDF
Pine Hollow Technical Specifications.pdf PDF
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W81ET493104438

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

Re: Pine Hollow Stream Removal Project

This amendment to the solicitaiton addresses the follow ing:

1. Reason for Changes; 2. Questions and Answ ers; 3. Changes to specif ications and draw ings; 4. Changes to Line items; 5. Addition of Option Clauses 52.217-5 and 52.214-4006; Removal of 252.236-7007-Additive/Deductive clauses; and clause changes; 6. Attached Bid Schedule spreadsheet to be returned w ith Bid Submission.

See Summary of Changes

1. CONTRACT ID CODE PAGE OF PAGES

J 1 28

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY 15-Jun-2010

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W911WN-10-B-0010

X 9B. DATED (SEE ITEM 11)

30-Apr-2010

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, X is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

15-Jun-2010

CODE

U.S. ARMY ENGINEER DISTRICT, PITTSBURGH

ATTN CECT-LRP

W S MOORHEAD FEDERAL BUILDING

1000 LIBERTY AVENUE ROOM 2203

PITTSBURGH PA 15222-4186

W911WN 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W911WN-10-B-0010

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE

The following have been added by full text:

REASON FOR CHANGE TO OPTION

The Reason for Revised Option A

The parcel of property between Singer Road to the outfall (as shown on Sheet 19) which includes the temporary work area easement and permanent utility easement has not yet been cleared for real estate certification. This area is now included as an awardable Option A. Once all the real estate requirements are met, this Option will be awarded.

It is anticipated that the contractor will need to start the construction work in Singer Avenue at approximately station 51+25.

The work from station 0+00 to 51+25 is now included in the base package.

QUESTIONS AND ANSWERS 2

Pine Hollow Stream Removal, Allegheny County Additional Questions and Answers

Q1. Section 31 00 00, Paragraph 1.3.3 Rock Excavation – Is Payment for rock excavation made in addition to the unit price bid for Class 4 excavation, as stated in Section 31 00 00, Paragraph 1.3.3 - Rock Excavation? Or is rock excavation not paid for in addition to Class 4 excavation, as stated in Section 31 00 00, Paragraph 1.6.1.2 - Class 4 Excavation?

A1. Rock is paid for at the unit price bid for the cubic yards removed. It is not an additive to the unit price bid for the Class 4 Excavation. The description in the Measurement and Payment section for the Rock Excavation (Section 31 00 00, paragraph 1.3.3) has been clarified in detail by Amendment 0004 to explain this point.

Q2. Item 0018 - Coarse Aggregate 2A above says 2A backfill is from 12” above the crown of the pipe to the street subgrade, while Section 31 00 00, Paragraph 1.3.3 - Rock Excavation says “select granular backfill (2A) used as backfill replacing rock excavation will not be paid for separately” and will be included (incidental) in the rock excavation item. Please clarify.

A2. Item 0018 - Coarse Aggregate 2A Backfill for the rock excavation will not be “incidental” to the Rock Excavation item. The 2A backfill item will be utilized for backfilling trench excavations, above the pipe zones. Section 31 00 00, Paragraph 1.3.3 has been corrected by Amendment 0004.to state that description.

Q3. Item 0014 - Rock Excavation does not include disposal of the rock, but Section 31 00 00, Paragraph 1.3.3 - Rock Excavation above says payment for rock excavation includes disposal of the rock. Please clarify if disposal of the rock is to be included in Bid Item 0014 or 0015, “Offsite Disposal of Excavated Material”.

A3. Disposal of Rock will be paid for under Item 0015 - ARRA - Off-Site Disposal of Excavated Material. Section 31 00 00, Paragraph 1.6.1.3 has been corrected by Amendment 0004.

Q4. Section 31 00 00, Paragraph 1.3.2 - Class 4 Excavation says Class 4 Excavation includes “full payment for excavation and backfilling”. Obviously, the backfill is not included when paid under Item 18. Please clarify.

A4. Class 4 Backfill is paid for under separate items, Item 0018 - ARRA - Coarse Aggregate (No. 2A) and Item 1016 - Coarse Aggregate (No. 2A), and is not included in Class 4 Excavation.

Section 31 00 00 has been corrected by Amendment 0004 with these corrections and clarifications. Section 01 22 00.00 10 items have been clarified to help further explain the measurement and payment of items.

Q5. There are areas where telephone duct banks are in the 60” line’s trench for considerable distances, yet there is no pay item for relocation of the lines. What is the intent here?

A5. The telephone duct banks will be relocated by Verizon. This work is to be coordinated by Contractor as indicated in the General Construction Notes on Sheet 2 and Section 01 30 00.10 USACE GENERAL REQUIREMENTS, paragraph PROTECTION OF UTILITIES.

Q6. Station 37+23 - There is no pay item for the 12” PVC SDR 26 line, sanitary sewer relocation in the Base Bid. Please clarify.

A6. There is a quantity in the pay item with the Amendment 0004 Base Bid Phase (Item 0074). This was previously Item 1052.

Q7. Item 0047, Water Service Line Repair - Measurement and Payment says “Surface restoration is paid for under separate pay items”. Presumably, this refers to trench pavement restoration being paid under the paving items. Is this also true for Item 0046, 1” water service line? Please clarify.

A7. Yes, but the items have been deleted from the contract. New Bid Items have been added by Amendment 0004 which consolidate the water repair items in predetermined amount items for all waterline work related items (Item 0073 – Reimbursement for Water System Adjustments and Item 1015 – Reimbursement for Water System Adjustments. The surface restoration is still paid under the paving items.

Q8. The whole issue of what’s included in Class 4 excavation should be clarified regarding what structures are measured for Class 4 excavation. For example, measurement/payment says excavation for “pipe trenching, inlets and manholes” are included, yet the measurement and payment for Item 0026, Type C Inlet does not refer to excavation for payment.

A8. Item 0026 – ARRA - Type C Inlet and Item 0029 – ARRA - Type M Inlet Structure do include excavation as incidental (not paid under Class 4 Excavation).

Q9. Items 0031, 0032, 1032, 0046, 1048, 1052, etc. state excavation is incidental to the item and not paid under Class 4 Excavation. Please clarify what excavations are paid under Class 4 Excavation

A9. The Measurement and Payment section, 01 22 00.00 10 has been updated by Amendment 0004 to better clarify the Class 4 Excavation item and the individual appurtenance items, indicating what is included and what is incidental to the various items.

Q10. Section 31 00 00, Paragraph 1.2.2, “Class 4 Excavation (Piping Trench and Structure Excavation”. Says structure excavation is included in Class 4 Excavation, yet, the measurement and payment for Intake Structures 1 & 2 and the Outfall Structure say excavation is incidental for the item and not paid under Class 4 Excavation. Please clarify.

A10. Section 31 00 00 has been clarified by Amendment 0004 to specify what is included in Class 4 Excavation. Excavation and backfill is Incidental for the Intake and outfall structures as specified in the measurement and payment section for those items.

A11. In the Specifications Prime Coat is referenced, from looking at the drawings details and tabulation on sheet 8. We should include a tack coat prior the placement of the wearing course.

A11. The title of Section 32 12 10 was incorrect in the table of contents. Tack coat should be incidental to item 1.2.38 Bituminous Wearing Course. It is stated as being incidental to BCBC in specification section 32 12 10, and in the BCBC Measurement and payment item 1.2.40 of section 01 22 00.00 10. Section 32 12 10 and section 01 22 00.00 10 have been revised by Amendment 0004 to include the tack coat as being incidental to wearing course and the Table of Contents for Section 32 12 10 has been corrected.

Q12. Bid proposal items 0042 and 1042, Wearing Scratch Course states 1-1/2" depth. The detail states 1" depth and the bid quantity does not include enough material for a total 1" depth scratch course.

A12. The Wearing Scratch Coat is variable depth, paid by the Ton. It is not anticipated to be used for the whole length and width of the paving. It is to be used, as needed, to correct variations in the surface prior to the installation of the 1-1/2" wearing course. The item title on bid sheet and in 01 22 00.00 10, Measurement and Payment have been corrected by Amendment 0004 (1-1/2” Depth has been removed).

Q13. The existing Bituminous Wedge Curb along Pine Hollow Road. Does the existing wedge curb get milled, if so where do we include the installation of the new wedge curb

A13. Yes, the existing wedge curb gets milled. The new wedge curb is paid for as part of the wearing course square yard item.

Q14. Can we perform the final mill and overlay in one mobilization per contract.

A14. Yes. However, final milling and overlay is not to be performed until all inlets have been constructed.

SPECIFICATION REVISIONS:

The following portions of the specifications are hereby revised or replaced in their entirety as noted below:

1. Table of Contents—Revised

2. Section 01 14 00 Work Restrictions—Revised

3. Section 01 22 00.00 10 Measurement and Payment—Replaced

4. Section 31 00 00 Earthwork—Revised

5. Section 32 12 10 Bituminous Tack Coats—Revised

6. Section 32 30 10.10 Miscellaneous Site Work—Replaced

7. Section 33 41 00 Storm Drainage Utilities—Revised

DRAWING REVISIONS:

1. Drawing Sheet No. 10 of 49, Replaced (Incorporates PEN & INK CHANGES from Amendment 0001)

2. Drawing Sheet No. 12 of 49, Replaced (Incorporates PEN & INK CHANGES from Amendment 0001)

3. Drawing Sheet No. 14 of 49, Replaced

4. Drawing Sheet No. 16 of 49, Replaced

5. Drawing Sheet No. 19 of 49, Replaced

SECTION 00010 - SOLICITATION CONTRACT FORM

CLIN 0001

The CLIN description has changed from REIMBURSE PERF & PYMT BONDS to ARRA -

REIMBURSE PERF & PYMT BONDS.

CLIN 0002

The CLIN description has changed from MAINTENANCE BOND to ARRA - MAINTENANCE BOND.

CLIN 0007

The pricing detail quantity has decreased by 100.00 from 175.00 to 75.00.

CLIN 0008

The pricing detail quantity has increased by 8,673.00 from 9,557.00 to 18,230.00.

CLIN 0010

The pricing detail quantity has increased by 10.00 from 42.00 to 52.00.

CLIN 0011

The pricing detail quantity has increased by 1.00 from 9.00 to 10.00.

CLIN 0012

The pricing detail quantity has increased by 1,973.00 from 1,717.00 to 3,690.00.

CLIN 0013

The pricing detail quantity has increased by 8,517.00 from 11,483.00 to 20,000.00.

CLIN 0014

The pricing detail quantity has increased by 1,916.00 from 2,784.00 to 4,700.00.

CLIN 0015

The pricing detail quantity has increased by 12,785.00 from 14,215.00 to 27,000.00.

CLIN 0017

The pricing detail quantity has increased by 4,437.00 from 3,863.00 to 8,300.00.

CLIN 0018

The pricing detail quantity has increased by 6,445.00 from 8,275.00 to 14,720.00.

CLIN 0019

The pricing detail quantity has decreased by 2.00 from 22.00 to 20.00.

CLIN 0020

The CLIN description has changed from RESERVED to ARRA - Seeding and Soil Supplements.

The CLIN extended description has changed from to Formula D.

The pricing detail quantity 42.00 has been added.

The unit of issue Pound has been added.

CLIN 0021

The pricing detail quantity has increased by 1.00 from 1.00 to 2.00.

CLIN 0023

The pricing detail quantity has increased by 5,050.00 from 4,104.00 to 9,154.00.

CLIN 0024

The pricing detail quantity has increased by 1,307.00 from 5,135.00 to 6,442.00.

CLIN 0027

The pricing detail quantity has increased by 320.00 from 2,880.00 to 3,200.00.

CLIN 0028

The pricing detail quantity has increased by 480.00 from 4,320.00 to 4,800.00.

CLIN 0029

The pricing detail quantity has increased by 9.00 from 6.00 to 15.00.

CLIN 0032

The pricing detail quantity has increased by 2.00 from 7.00 to 9.00.

CLIN 0033

The CLIN description has changed from ARRA - OUTFALL STRUCTURE to RESERVED.

The pricing detail quantity has decreased by 1.00 from 1.00 to 0.00.

The unit of issue Each has been deleted.

CLIN 0034

The pricing detail quantity has increased by 5.00 from 14.00 to 19.00.

CLIN 0035

The pricing detail quantity has increased by 3.00 from 3.00 to 6.00.

CLIN 0036

The pricing detail quantity has increased by 2,300.00 from 2,800.00 to 5,100.00.

CLIN 0037

The pricing detail quantity has increased by 125.00 from 160.00 to 285.00.

CLIN 0038

The pricing detail quantity has increased by 8.00 from 9.00 to 17.00.

CLIN 0039

The pricing detail quantity has increased by 11.00 from 19.00 to 30.00.

CLIN 0040

The pricing detail quantity has increased by 2.00 from 1.00 to 3.00.

CLIN 0041

The CLIN description has changed from ARRA - SUPERPAVE ASPHALT to SUPERPAVE ASPHALT.

The pricing detail quantity has increased by 8,673.00 from 9,557.00 to 18,230.00.

CLIN 0042

The CLIN extended description has changed from Superpave Asphalt Mixture Design, HMA Wearing Course(Scratch), PG 64-22, 3 to <10 Million ESALS, 9.5 MM Mix, 1 1/2" Depth, SRL-L to Superpave Asphalt Mixture Design, HMA Wearing Course(Scratch), PG 64-22, 3 to <10 Million ESALS, 9.5 MM Mix, SRL-L.

The pricing detail quantity has increased by 270.00 from 295.00 to 565.00.

CLIN 0043

CLIN 0044

CLIN 0045

The CLIN description has changed from ARRA - PLAIN CEMENT CONCRETE PAVEMENT to

PLAIN CEMENT CONCRETE PAVEMENT.

CLIN 0046

The CLIN description has changed from ARRA - 1" WATER SERVICE LINE to RESERVED.

The pricing detail quantity has decreased by 350.00 from 350.00 to 0.00.

The unit of issue Linear Foot has been deleted.

CLIN 0047

The CLIN description has changed from ARRA - WATER SERVICE LINE REPAIR to RESERVED.

The pricing detail quantity has decreased by 29.00 from 29.00 to 0.00.

CLIN 0048

The CLIN description has changed from ARRA - 8" DIP CL52-CEMENT LINED to RESERVED.

The pricing detail quantity has decreased by 25.00 from 25.00 to 0.00.

CLIN 0049

The CLIN description has changed from ARRA - 12" DIP CL52-CEMENT LINED to RESERVED.

The pricing detail quantity has decreased by 300.00 from 300.00 to 0.00.

CLIN 0050

The CLIN description has changed from ARRA - 12" GATE VALVE, MECHANICAL JOINT to

RESERVED.

The pricing detail quantity has decreased by 1.00 from 1.00 to 0.00.

CLIN 0051

The CLIN description has changed from ARRA - DIP FITTINGS to RESERVED.

The pricing detail quantity has decreased by 1,000.00 from 1,000.00 to 0.00.

The unit of issue Pound has been deleted.

CLIN 0052

The CLIN description has changed from ARRA - CONCRETE THRUST BLOCKING to RESERVED.

The pricing detail quantity has decreased by 4.00 from 4.00 to 0.00.

The unit of issue Cubic Yard has been deleted.

CLIN 0053

The CLIN description has changed from ARRA - GROUT EXISTING PIPE to GROUT EXISTING

PIPE.

The pricing detail quantity has increased by 17.00 from 53.00 to 70.00.

CLIN 0054

The CLIN description has changed from ARRA - 4"-6" PVC SDR 26 Sewer Repair to 4"-6" PVC SDR 26 Sewer Repair.

The pricing detail quantity has increased by 90.00 from 350.00 to 440.00.

CLIN 0056

The CLIN description has changed from ARRA - REPLACEMENT OF GAS SVC LINE to RESERVED.

The CLIN extended description Replacement of Gas Service Line From Main to Curb Stop (1" to 1-1/2") has been deleted.

The pricing detail quantity has decreased by 1,200.00 from 1,200.00 to 0.00.

CLIN 0057

The CLIN description has changed from ARRA - OVER-EXCAVATION AND BACKFILL to OVER-

EXCAVATION AND BACKFILL.

The pricing detail quantity has increased by 60.00 from 240.00 to 300.00.

CLIN 0058

The CLIN description has changed from ARRA - EXPLORATORY EXCAVATION to

EXPLORATORY EXCAVATION.

The pricing detail quantity has increased by 6.00 from 24.00 to 30.00.

CLIN 0059

The CLIN description has changed from ARRA - EXPLORATORY EXCAVATION to

EXPLORATORY EXCAVATION.

The pricing detail quantity has increased by 3.00 from 17.00 to 20.00.

CLIN 0060

The contract type has changed from FFP to LH.

The CLIN description has changed from ARRA - OFF-DUTY OFFICER to OFF-DUTY OFFICER.

The pricing detail quantity has increased by 32.00 from 88.00 to 120.00.

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0060 120 Hours

OFF-DUTY OFFICER

LH

FOB: Destination

MILSTRIP: W81ET493104438

NET AMT

CLIN 0061

The CLIN description has changed from ARRA - SEWER TELEVISING, DYE TESTING to SEWER TELEVISING, DYE TESTING.

The pricing detail quantity has increased by 20.00 from 40.00 to 60.00.

CLIN 0062

The CLIN description has changed from ARRA - RESET POST MOUNTED SIGNS, TYPE B to RESET POST MOUNTED SIGNS, TYPE B.

CLIN 0063

The CLIN description has changed from ARRA - RESET POST MOUNTED SIGNS, TYPE F to RESET POST MOUNTED SIGNS, TYPE F.

CLIN 1002

The CLIN description has changed from ARRA - MAINTENANCE & PROTECTION TRAFFIC to MAINTENANCE & PROTECTION TRAFFIC.

CLIN 1003

The CLIN description has changed from ARRA - EROSION & SEDIMENTATION CONTROL to EROSION & SEDIMENTATION CONTROL.

CLIN 1004

The CLIN description has changed from ARRA - CLEARING & GRUBBING to

CLEARING & GRUBBING.

CLIN 1005

The CLIN description has changed from ARRA - MISC. CONCRETE FOR ENCASEMENT to MISC. CONCRETE FOR ENCASEMENT.

The pricing detail quantity has increased by 110.00 from 15.00 to 125.00.

CLIN 1006

The CLIN description has changed from ARRA - MILLING BITUMINOUS PAVEMENT SURF to Maintenance Bond.

The CLIN extended description has changed from Milling of Bituminous Pavement Surface, 2" Depth to .

The pricing detail quantity has decreased by 8,672.00 from 8,673.00 to 1.00.

The unit of issue has changed from Square Yard to Lump Sum.

CLIN 1007

The CLIN description has changed from MAINTENANCE BOND to Concrete Curb.

The CLIN extended description has changed from See Section 01 30 00.10 General Requirements--Maintenance Bond to Removal and Replacement.

The pricing detail quantity has increased by 41.00 from 1.00 to 42.00.

The unit of issue has changed from Lump Sum to Linear Foot.

CLIN 1008

The CLIN description has changed from RESERVED to Concrete Sidewalks.

The CLIN extended description Monolithic Curbs (4") and Handicapped Ramps has been added.

The pricing detail quantity 18.00 has been added.

The unit of issue Square Yard has been added.

CLIN 1010

The CLIN description has changed from CLASS 1B EXCAVATION to Outfall Structure.

The pricing detail quantity has decreased by 1,972.00 from 1,973.00 to 1.00.

The unit of issue has changed from Cubic Yard to Each.

CLIN 1011

The pricing detail quantity has decreased by 8,417.00 from 10,517.00 to 2,100.00.

CLIN 1012

The pricing detail quantity has decreased by 1,916.00 from 2,316.00 to 400.00.

CLIN 1013

The pricing detail quantity has decreased by 12,035.00 from 12,785.00 to 750.00.

CLIN 1015

The CLIN description has changed from PAVEMENT SUBBASE (No. 2A) to Reimbursement for Water System.

The CLIN extended description Adjustments has been added.

The pricing detail quantity has decreased by 2,437.00 from 4,437.00 to 2,000.00.

The unit of issue has changed from Square Yard to Dollars, U.S..

CLIN 1016

The pricing detail quantity has decreased by 6,445.00 from 7,445.00 to 1,000.00.

CLIN 1017

The CLIN description has changed from ARRA - SEEDING & SOIL SUPPLEMENTS to SEEDING & SOIL SUPPLEMENTS.

The pricing detail quantity has increased by 2.00 from 20.00 to 22.00.

CLIN 1018

The CLIN description has changed from ARRA - SEEDING & SOIL SUPPLEMENTS to Reimbursement for Natural Gas.

The CLIN extended description has changed from Seeding and Soil Supplements- Formula D to System Adjustments.

The pricing detail quantity has increased by 4,958.00 from 42.00 to 5,000.00.

The unit of issue has changed from Pound to Dollars, U.S..

CLIN 1019

The CLIN description has changed from ARRA - MULCHING-STRAW to

MULCHING-STRAW.

The pricing detail quantity has decreased by 1.00 from 2.00 to 1.00.

CLIN 1020

The CLIN description has changed from ARRA - RIP RAP R-5 (24" thick) to

RESERVED.

The pricing detail quantity has decreased by 100.00 from 100.00 to 0.00.

The unit of issue Square Yard has been deleted.

CLIN 1021

The CLIN description has changed from ARRA - GEOTEXTILE to RESERVED.

The CLIN extended description has changed from Geotextile, Class 2, Type A to .

The pricing detail quantity has decreased by 70.00 from 70.00 to 0.00.

CLIN 1022

The CLIN description has changed from ARRA - PAVEMENT MARKINGS to

RESERVED.

The CLIN extended description has changed from 4" Yellow Hot Thermoplastic Pavement Markings to .

The pricing detail quantity has decreased by 5,050.00 from 5,050.00 to 0.00.

CLIN 1023

RESERVED.

The CLIN extended description has changed from 6" White Hot Thermoplastic

Pavement Markings to .

The pricing detail quantity has decreased by 1,307.00 from 1,307.00 to 0.00.

CLIN 1025

Access Manhole - 5' Diam.

The CLIN extended description has changed from 24" White Hot Thermoplastic Pavement Markings to .

The pricing detail quantity has decreased by 18.00 from 20.00 to 2.00.

The unit of issue has changed from Linear Foot to Each.

CLIN 1026

The CLIN description has changed from ARRA - PAVEMENT MARKINGS to 60"

HDPE.

The CLIN extended description has changed from 6" White Waterborne Pavement Markings to Type S Storm Sewer.

The pricing detail quantity has increased by 10.00 from 320.00 to 330.00.

CLIN 1027

The CLIN description has changed from ARRA - PAVEMENT MARKINGS to 60" HDPE Bend.

The CLIN extended description has changed from 4" Yellow Waterborne Pavement Markings to (less than or equal to 22 1/2 deg).

The pricing detail quantity has decreased by 479.00 from 480.00 to 1.00.

The unit of issue has changed from Linear Foot to Each.

CLIN 1028

The CLIN description has changed from RESERVED to Over-Excavation and Backfill.

The CLIN extended description has changed from to With No. 1 Coarse Aggregate.

The pricing detail quantity 20.00 has been added.

The unit of issue Cubic Yard has been added.

CLIN 1029

The CLIN description has changed from ARRA - TYPE M INLET to Exploratory

Excavation.

The CLIN extended description has changed from to Water, Sewer & Gas - Up to 6' Deep.

The pricing detail quantity has decreased by 7.00 from 9.00 to 2.00.

CLIN 1030

The CLIN description has changed from ARRA - INTAKE STRUCTURE 1 to Exploratory Excavation.

The CLIN extended description has changed from to Water, Sewer, and Gas-Over 6' Deep.

The pricing detail quantity has increased by 1.00 from 1.00 to 2.00.

CLIN 1031

The CLIN description has changed from ARRA - STORM MANHOLE - 5' diam. to Off-Duty Officer.

The pricing detail quantity has increased by 7.00 from 1.00 to 8.00.

The unit of issue has changed from Each to Hours.

1031 8 Hours Off-Duty Officer

CLIN 1032

The CLIN description has changed from ARRA - ACCESS MANHOLE - 5' diam. to

RESERVED.

The pricing detail quantity has decreased by 4.00 from 4.00 to 0.00.

CLIN 1033

The CLIN description has changed from ARRA - MANHOLE GRADE ADJUSTMENT to RESERVED.

The pricing detail quantity has decreased by 5.00 from 5.00 to 0.00.

CLIN 1034

The CLIN description has changed from ARRA - INLET GRADE ADJUSTMENT to

RESERVED.

The pricing detail quantity has decreased by 3.00 from 3.00 to 0.00.

CLIN 1035

The CLIN description has changed from ARRA - 60" HDPE TYPE S STORM SEWER to RESERVED.

The pricing detail quantity has decreased by 2,630.00 from 2,630.00 to 0.00.

CLIN 1036

The CLIN description has changed from ARRA - 15" PVC SDR 26 STORM SEWER to RESERVED.

The pricing detail quantity has decreased by 125.00 from 125.00 to 0.00.

CLIN 1037

The CLIN description has changed from ARRA - 15" INSERTION TAP to

RESERVED.

The pricing detail quantity has decreased by 8.00 from 8.00 to 0.00.

CLIN 1038

The CLIN description has changed from ARRA -36" Corrug. HDPE TYPE S STORMSEWER to RESERVED.

The pricing detail quantity has decreased by 115.00 from 115.00 to 0.00.

CLIN 1039

The CLIN description has changed from ARRA - 60" HDPE BEND to RESERVED.

The CLIN extended description has changed from 60" HDPE Bend (less than or equal to 22 1/2 deg) to .

The pricing detail quantity has decreased by 13.00 from 13.00 to 0.00.

CLIN 1040

The CLIN description has changed from ARRA - 60" HDPE BEND to RESERVED.

The CLIN extended description has changed from 60" HDPE Bend (greater than 22 1/2 deg) to .

The pricing detail quantity has decreased by 2.00 from 2.00 to 0.00.

CLIN 1041

The CLIN description has changed from ARRA - SUPERPAVE ASPHALT to

RESERVED.

The CLIN extended description Superpave Asphalt Mixture Design, HMA Wearing Course, PG 64-22, 3 to <10 Million ESALS, 9.5 MM Mix, 1 1/2" Depth, SRL-H has been deleted.

The pricing detail quantity has decreased by 8,673.00 from 8,673.00 to 0.00.

CLIN 1042

RESERVED.

The CLIN extended description Superpave Asphalt Mixture Design, HMA Wearing Course(Scratch), PG 64-22, 3 to <10 Million ESALS, 9.5 MM Mix, 1 1/2" Depth, SRL-L has been deleted.

The pricing detail quantity has decreased by 270.00 from 270.00 to 0.00.

The unit of issue Short Ton has been deleted.

CLIN 1043

RESERVED.

The CLIN extended description Superpave Asphalt Mixture Design, HMA Base Course, PG 64-22, 3 to <10 Million ESALS, 25.0 MM Mix, 6" Depth has been deleted.

The pricing detail quantity has decreased by 4,437.00 from 4,437.00 to 0.00.

CLIN 1044

RESERVED.

The CLIN extended description Superpave Asphalt Mixture Design, HMA Binder Course, PG 64-22, 3 to <10 Million ESALS, 19.0 MM Mix, 2 1/2" Depth has been deleted.

The pricing detail quantity has decreased by 4,437.00 from 4,437.00 to 0.00.

CLIN 1046

The CLIN description has changed from TERMINAL SECTION, SINGLE to

RESERVED.

The pricing detail quantity has decreased by 2.00 from 2.00 to 0.00.

CLIN 1047

The CLIN description has changed from TYPE 2-S GUIDE RAIL to RESERVED.

The pricing detail quantity has decreased by 75.00 from 75.00 to 0.00.

CLIN 1048

The CLIN description has changed from 1" WATER SERVICE LINE to RESERVED.

The pricing detail quantity has decreased by 50.00 from 50.00 to 0.00.

CLIN 1049

The CLIN description has changed from WATER SERVICE LINE REPAIR to

RESERVED.

CLIN 1050

The CLIN description has changed from GROUT EXISTING PIPE to RESERVED.

The CLIN extended description has changed from Grout Existing Pipe, (Bulkhead Existing Line) to .

The pricing detail quantity has decreased by 17.00 from 17.00 to 0.00.

CLIN 1051

The CLIN description has changed from 4"-6" PVC SDR 26 Sewer Repair to

RESERVED.

The pricing detail quantity has decreased by 90.00 from 90.00 to 0.00.

CLIN 1052

The CLIN description has changed from 12" PVC SDR 26 Sewer Repair to

RESERVED.

The pricing detail quantity has decreased by 100.00 from 100.00 to 0.00.

CLIN 1053

The CLIN description has changed from REPLACEMENT OF GAS SVC LINE to

RESERVED.

The CLIN extended description Replacement of Gas Service Line From Main to Curb Stop (1" to 1-1/2") has been deleted.

The pricing detail quantity has decreased by 300.00 from 300.00 to 0.00.

CLIN 1054

The CLIN description has changed from OVER-EXCAVATION AND BACKFILL to

RESERVED.

The CLIN extended description Over-Excavation and Backfill with No. 1 Coarse Aggregate has been deleted.

The pricing detail quantity has decreased by 60.00 from 60.00 to 0.00.

CLIN 1055

The CLIN description has changed from EXPLORATORY EXCAVATION to

RESERVED.

The CLIN extended description has changed from Exploratory Excavation Water, Sewer and Gas - Up to 6' Deep to .

The pricing detail quantity has decreased by 6.00 from 6.00 to 0.00.

CLIN 1056

The CLIN description has changed from EXPLORATORY EXCAVATION to

RESERVED.

The CLIN extended description Exploratory Excavation Water, Sewer and Gas - Over 6' Deep has been deleted.

CLIN 1057

The CLIN description has changed from OFF-DUTY OFFICER to RESERVED.

The pricing detail quantity has decreased by 40.00 from 40.00 to 0.00.

The unit of issue Hours has been deleted.

CLIN 1058

The CLIN description has changed from SEWER TELEVISING, DYE TESTING to

RESERVED.

The pricing detail quantity 20.00 has been deleted.

The unit of issue Hours has been deleted.

RESERVED

CLIN 1059

The CLIN description has changed from RESET POST MOUNTED SIGNS, TYPE B to RESERVED.

The pricing detail quantity has decreased by 8.00 from 8.00 to 0.00.

CLIN 1060

The CLIN description has changed from RESET POST MOUNTED SIGNS, TYPE F to RESERVED.

The pricing detail quantity has decreased by 4.00 from 4.00 to 0.00.

CLIN 0064 is added as follows:

0064 100 Square

Yard

ARRA - Rip Rap R-5 (24" thick)

FFP

CLIN 0065 is added as follows:

0065 70 Square

Yard

ARRA - Geotextile, Class 2, Type A

CLIN 0066 is added as follows:

RESERVED

CLIN 0067 is added as follows:

0067 20 Linear

Foot

ARRA - 24" White Hot Thermoplastic

Pavement Markings

CLIN 0068 is added as follows:

0068 1 Each ARRA - Intake Structure 1

CLIN 0069 is added as follows:

0069 1 Each ARRA - Storm Manhole - 5' diam.

CLIN 0070 is added as follows:

0070 115 Linear

ARRA - 36" Corrug HDPE

Type S Storm Sewer

CLIN 0071 is added as follows:

0071 2 Each Terminal Section, Single

CLIN 0072 is added as follows:

0072 75 Linear

Type 2-S Guide Rail

CLIN 0073 is added as follows:

0073 52,000 Dollars, U.S.

Reimbursement for Water System

Adjustments

CLIN 0074 is added as follows:

0074 100 Linear

12" PVC SDR 26 Sewer

CLIN 0075 is added as follows:

0075 85,000 Dollars, U.S.

Reimbursement for Natural Gas System

Adjustments

The following have been modified:

BID SCHEDULE

The Bid Schedule for this contract is broken into two groups of Contract Line item Numbers (CLINs) as noted below:

1. BASE BID includes 0001 through 0075, STA 0 + 00 to 51 + 25 in the contract drawings.

2. Awardable Option CLINS include 1001 through 1060, STA 51.25 to 54 + 87.64 in the contract drawings.

Awardable Option will be awarded all inclusive.

The Government reserves the right to revise ARRA/Non-ARRA designations for Bid Item 0001-0075 based upon available funds.

SUMMARY OF TOTALS

TOTAL PRICE FOR BASE CONTRACT,

ITEMS 0001 THROUGH 0075 $_____________________

TOTAL PRICE FOR OPTION A,

ITEMS 1001 THROUGH 1060 $_____________________

TOTAL, BASE CONTRACT AND OPTION A

INCLUSIVE $_____________________

Do not round off totals, in case of a variation between the unit price and the extension, the unit price will be considered to be the bid. If a modification to a bid based on unit prices is submitted, which provides for a lump sum adjustment to the total estimated cost, the application of the lump sum adjustment to each unit price in the bid schedule must be stated. If it is not stated, the bidder agrees that the lump sum adjustment shall be applied on a prorata basis to every unit price in the bid schedule.

The following have been deleted:

ADDITIVE A

SECTION 00100 - BIDDING SCHEDULE/INSTRUCTIONS TO BIDDERS

52.217-5 EVALUATION OF OPTIONS (JUL 1990)

Except when it is determined in accordance with FAR 17.206(b) not to be in the Government's best interests, the Government will evaluate offers for award purposes by adding the total price for all options to the total price for the basic requirement. Evaluation of options will not obligate the Government to exercise the option(s).

(End of provision)

52.214-4009 SUBMISSION OF QUESTIONS (Feb 2006)

Due to the importance of maintaining the schedule for this project, it is requested that all questions regarding the specifications and/or drawings be submitted by June 17, 2010. All questions must be in writing and may be emailed to linda.l.bressler@usace.army.mil or faxed at 412-644-5109 to the point of contact listed for this solicitation. Any questions received after the above date will be answered at the discretion of the Contracting Officer.

The following have been deleted:

252.236-7007 Additive or Deductive Items DEC 1991

SECTION 00800 - SPECIAL CONTRACT REQUIREMENTS

52.214-4006 AWARDABLE OPTIONS (May 2005)

Only the basic contract items, Items Nos. 0001 through 0075, will be awarded initially.

Awardable Option Items (1001 through 1060) will be made based upon resolution of real estate issues. Awardable Option Items will be awarded as a group. The Not-to-Exceed amount for Item 1001 should reflect bond costs for all awardable option items. The determination to award these awardable option items will be made prior to the end of the contract period, or prior to physical completion of work under the Base Contract, whichever occurs first.

If the Awardable Option Items are awarded, the contract completion time will be extended 60 calendar days.

52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (APR 1984)

The Contractor shall be required to (a) commence work under this contract within ten (10) calendar days after the date the Contractor receives the notice to proceed, (b) prosecute the work diligently, and (c) complete the Base Bid work ready for use not later than * See below. The time stated for completion shall include final cleanup of the premises.

*365 Calendar Days for Base Bid Only *425 calendar days for Base Bid and Option A

(End of clause)

(End of Summary of Changes)

File details come from the government source that posted it. Updated .