FOREST_VIEW_AMD_0002.pdf

PDF 4 MB Posted Sep 18, 2018

Attached to: FOREST VIEW LEVEE REPAIR Federal contract opportunity
Solicitation number: W912P6-18-B-0006
Issued by: Department of the Army Corps of Engineers Engineering District Chicago

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FOREST_VIEW_AMENDMENT_0003_W912P618B0006.pdf	PDF	Sep 18, 2018
AMENDMENT_0001_W912P618B0006_FOREST_VIEW_RGB_fbo.pdf	PDF	Sep 13, 2018
W912P6-18-B-0006_402660-Forest_View_Lyon_Levee_Certified_Final__RTA_Plans.pdf	PDF	Aug 15, 2018
402660_Forest_View_Lyons_Levee_RTA_SPECS_(15-Aug-18)RTA.pdf	PDF	Aug 15, 2018

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W81G6671598216

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

REFERENCE INVITATION FOR BIDS NO. W912P618B0006, "FOREST VIEW - LYONS LEVEE, FOREST VIEW, ILLINOIS"

-- THE DESCRIPTION OF THIS AMENDMENT CONTINUES ON THE FOLLOWING PAGES --

1. CONTRACT ID CODE PAGE OF PAGES

1 34

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

16C. DATE SIGNED

BY 18-Sep-2018

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 W912P618B0006

X 9B. DATED (SEE ITEM 11)

15-Aug-2018

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 X is extended, 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

18-Sep-2018

CODE

U.S. ARMY ENGINEER DISTRICT, CHICAGO

231 SOUTH LASALLE STREET SUITE 1500

CHICAGO IL 60604-1437

W912P6 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912P618B0006

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

The following items are applicable to this modification:

SUMMARY OF CHANGES

A. BID OPENING DATE AND TIME:

The Bid Opening Date is EXTENDED to September 21, 2018 from September 19, 2018, and the Bid Opening Time has changed from 4:00pm (Central time) to 2:00pm (Central Time). In this respect, Bid packages are due PRIOR to 2:00 p.m. (Central Time) on September 21, 2018. Detailed instructions regarding the submittal of Bids is located at Section 00 22 13 of the Solicitation document – SEE “IMPORTANT BID NOTES.”

B. REVISED SOLICITATION SECTION 00 10 00 (BID SCHEDULE):

The below bid item has been revised. Theefore, the government is providing a revised bid schedule (Section 00 10 00 – Solicitation Contract Form). Therefore, Bidders shall remove and replace the previously issued respective Section with the Revised Section 00 10 00 enclosed hereunder. Bidders shall provide their prices on the Revised Bid Schedule.

CLIN 0009: The quantity has been increased by 60.00 from 40.00 to 100.00

C. REVISION to SOLICITATION SECTION 00 70 00 – CONDITIONS OF THE CONTRACT The following Federal Acquisition Regulation Clause has been incorporated by full text as follows:

52.236-16 Quantity Surveys (Apr 1984)

(a) Quantity surveys shall be conducted, and the data derived from these surveys shall be used in computing the quantities of work performed and the actual construction completed and in place.

(b) The Government shall conduct the original and final surveys and make the computations based on them. The Contractor shall conduct the surveys for any periods for which progress payments are requested and shall make the computations based on these surveys. All surveys conducted by the Contractor shall be conducted under the direction of a representative of the Contracting Officer, unless the Contracting Officer waives this requirement in a specific instance.

(c) Promptly upon completing a survey, the Contractor shall furnish the originals of all field notes and all other records relating to the survey or to the layout of the work to the Contracting Officer, who shall use them as necessary to determine the amount of progress payments. The Contractor shall retain copies of all such material furnished to the Contracting Officer.

(End of Clause)

D. REVISED PROJECT DRAWING SHEET:

The below sheet has been modified. The revised sheet is enclosed hereunder and replaces the previously furnished, respective sheet.

(a) Sheet C-121: Revisions were made to the aggregate base course.

E. REVISED SPECIFICATIONS SECTIONS:

The below revised specification sections are enclosed hereunder and replaces the previously furnished, respective specification sections.

(a) SECTION 01 10 00, GENERAL PROVISIONS:

i) Para 1.16.1.2, IDOT Traffic Control Authorization (BT 725): A sentence was added: “Lane closures will only be permitted for 14 days”.

(b) SECTION 01 22 00.00 10 PRICE AND PAYMENT PROCEDURES:

ii) Para. 1.3.5.1 – The payment paragraph was revised to clarify the payment procedures for refilling of holes from clearing and grubbing activities within and outside the levee footprint.

iii) Para. 1.3.9, 1.3.12.1, 1.3.13.1, 1.4.1.1, 1.4.2.1, 1.4.3.1, 1.4.4.1, 1.4.5.1, 1.4.6.1: these payment paragraphs were revised to provide clarification on work included or excluded for payment.

i) Para 1.2.6 – This paragraph was added to define/clarify the requirements for topsoil stripping.

ii) Para. 1.2.7 – Paragraph was added to define/clarify the requirements for subsoil stripping.

(d) SECTION 31 05 19, GEOTEXTILE

i) Para. 2.1.1, Geotextile– The geotextile thickness was revised from 160 mil to 65 mil.

(e) SECTION 32 92 19, SEEDING:

i) Para. 2.1.2, Temporary Cover Crop – Para. 2.1.2 will not be applicable for the restoration areas and will be removed. Cover crop mix is already included with the IDOT seed mix specified for the restoration areas.

(f) SECTION 34 11 00, RAILROAD TRACK AND ACCESSORIES, Para. 1.5.3: “For each railroad” was added to clarify that the two additional days of work after sheet pile installation applies for each railroad.

F. CONTRACTOR’S INQUIRIES: By this Amendment, the Chicago District, USACE responds to Contractor’s inquiries (SEE THE FOLLOWING).

Question 1. Geotextile Sec 31 05 19 Is there another spec available for this product? We have not been able to locate a 6oz non-woven fabric that has a thickness of 160 Mil.

USACE Response Q1: Thickness of Geotextile will be revised to 65 Mil by way of this amendment – Specification Section 31 05 19, Para. 1.3.12.1.

Question 2. Item NO 0007AB – Subsoil stripping & Stockpiling - QTY 32,190 Cubic Yards Where is this material being stripped from? Doing a takeoff on the drawings and cannot quantify this item. Is there any details or cross sections showing where this material is being stripped (excavated) from?

USACE Response Q2: Intended material is all excavated subsoil (i.e. excluding topsoil) as noted on plans including material associated with root ball removal, benching, temporary fill removal, etc. Applicable details include but are not necessarily limited to 2/C-123 and 5/C-124. Note that root ball removal as required in this contract is more extensive than typical grubbing of trees would require. For all bid items for which specific quantities are listed, bidders are expected to bid on the basis of the specified quantity.

Question 3. Item NO 0024AB – Subsoil stripping & Stockpiling - QTY 6,140 Cubic Yards Where is this material being stripped from? Doing a takeoff on the drawings and cannot quantify this item. Is there any details or cross sections showing where this material is being stripped (excavated) from?

USACE Response Q3: This item is for all options work in the area that is identified on C-101, south of the northern limit of IDOT Right of Way. For additional information, refer to Item 2 Response.

Question 4. Sheet C-123

Detail 2 shows “Strip Existing Levee surface” is this the pay Item NO 0007AA Topsoil Stripping & Stockpiling?

USACE Response Q4: Stripping existing levee surface includes topsoil stripping (Items 0007AA & 0022AA) and subsoil stripping (Items 007AB & 0022AB), as per Detail 2/C-123 (Note 3) and Detail 5/C-124. Additionally, “Strip Existing Levee surface” may include deteriorated gravel from existing paths or other items as defined in Section 31 11 00 1.1.3 to be done under bid items 0007AB and 0022AB. By way of this amendment, Para.

1.3.12.1 was added to clarify the intent of topsoil stripping.

Question 5. Sheet C-121

Note on drawing says “Demo & replace full depth asphalt parking lot see note 2 & 4” Detail 3 shows asphalt thickness but no stone thickness.

Does the stone base get removed and replaced or just the asphalt in Item NO 0018 Asphalt Paving?

USACE Response Q5: Provide 8” Aggregate Base Course. Stone base is included in Item 0018. This is clarified on sheet C-121 by way of this amendment.

Question 6. Rail Training

Will there be rail training required by BNSF, CN or any other agency?

USACE Response Q6: The railroads and other agencies providing access and right-of-way may require safety orientation and other training. Information on required training is usually available on the website of respective agencies. For example, information on BNSF required training can be found at http://bnsfcontractor.com/. However, upon of final agreements with the railroad and if training is required, associated costs for trainings will be covered under Bid Item 0027.

Question 7. Bid Items 0007AB and 0024AB are to strip and stockpile 32,190 and 6,140 cy of subsoil, respectively.

In our examination of the plans and specifications, we don't find any cut(s) that would amount to this volume.

Please clarify location(s) of the 38,330 cy of subsoil to strip.

USACE Response Q7: Refer to response to Item 2.

Question 8. Several bid items including stockpiling of topsoil and/or subsoil; however, the space set aside for Construction Staging Lay Down and Operations at the existing parking lot is not large enough for all these activities.

Can stockpiles be located elsewhere in the work area? Where?

USACE Response Q8: It is expected that a limited amount of material may be stockpiled on the land side of the levee within the designated work limits and within the staging and operations area indicated on C-121.

Contractor shall not stockpile material outside of the work limits including the staging area. The intent is that the Contractor shall work on no more than 100 feet of the levee at any one time as stated in Specification Section 31 23 19, Flood Water Control.

Question 9. The plans show several areas of Temporary Measures Fill to be excavated. What Bid Item includes this work?

USACE Response Q9: Temporary measures fill to be excavated is included in bid items #0007AB and

#0022AB.

Question 10. Bid Items 0008, 0025, and 0041 for Steel Sheet Pile are unit prices with unit given as square foot.

However, Section 01 22 00, 1.3.6 Sheet Pile and subpargraphs give the units variously as square foot, linear foot, and square yard. Please clarify unit of measure.

USACE Response Q10: The unit of measure is square foot. The paragraph was revised to show square foot for unit of measure per Amendment 0001.

Question 11. What permits will the Contractor be required to secure for this work?

USACE Response Q11: The necessary State permits have been obtained for this project. Refer to Section 01 57 20 for the IEPA 401 permit. The Contractor will be required to apply for an IDOT permit to complete work within IDOT ROW. Information for the permit application was provided in Section 01 10 00, General Provisions per Amendment 0001.

Question 12. Will there be any requirements for water rescue for work within a certain distance of the water's edge?

USACE Response Q12: Apart from all applicable laws, requirements for water rescue are the responsibility of the Contractor based on Contractor means and methods.

Question 13. Will Longshoreman's insurance be required because of proximity of work to the waterway? What limits apply?

USACE Response Q13: No, Longshoreman's insurance will not be required for this project. There's no marine work on navigable waters required for the project. Only the types of insurance included in Specification Section 01 10 00 are required.

Question 14. Will Railroad insurance by required for optional work at the railroads? If so, what limits apply? Also, please provide the following for each rail line if RR insurance is required:

* Start and end mile posts for the work

* Daily number of passenger train movements

* Daily number of freight train movements

USACE Response Q14: Insurance requirements for the railroads are provided in Specification Section 01 10 00, paragraph 1.14. However, if final work agreement with the railroads requires additional insurance, optional CLIN 0027 will be exercised to cover the costs for additional insurance as specified in Specification Section 01 22 00.00 10, Para 1.3.13.

Question 15. Per the bid form, Item # 0007AB, states the General Contractor is to strip and stock pile 32,190 cubic yards of onsite material. Where will this quantity of on-site material be obtained? Borrow pit?

USACE Response Q15: This quantity refers to existing Levee subsoil to be excavated and does not need to be obtained. Refer also to Item 2 response. Suitable/satisfactory soil material from the excavated material can be reused for levee fill under Item 0007AC. Any unsuitable soil material shall be disposed of under appropriate items. Disposal of unsuitable soil, excludes roots and other vegetative matter, and can be paid under Item 0023.

Question 16. What location can be utilized for stockpiling the 32,190 cubic yards of material?

USACE Response Q16: Refer to item 8 response.

Question 17. Please confirm the 32,190 cubic yards of on-site material will meet the requirements of the specification.

USACE Response Q17: This has to be determined after excavation. Materials suitable for fill and meeting the contract requirements, resulting from excavation under Items 0007AB and 0022AB, may be used, and will be paid for under Items 0007AC and 0022AC (for Options work). Exceptions would be material that may correspond to the options for unsuitable and contaminated materials.

Question 18. We believe after the clearing and grubbing has been completed there will be no usable topsoil that will meet the specification. How will topsoil be paid if there is no usable topsoil on site?

USACE Response Q18: Any imported topsoil is intended to be paid from bid items #0007AE and #0022AE.

Question 19. What permits will need to be obtained by the General Contractor?

USACE Response Q19: The necessary State permits have been obtained for this project. Refer to Section 01 57 20 for the IEPA 401 permit. The Contractor will be required to apply for an IDOT permit to complete work within IDOT ROW. Information for the permit application will be provided in Section 01 10 00, General Provisions.

Question 20. What permit costs will be incurred by the General Contractor?

USACE Response Q20: In Solicitation Section 00 70 00, the applicable FAR clause is FAR 52.236-7, Permits and Responsibilities, wherein describing, the cost for permits is the responsilibility of the Contractor.

Question 21. Is railroad protective insurance covered in the $15,000 allowance in bid item 0040?

USACE Response Q21: See Response to Item 22.

Question 22. Does the General Contractor required to provide railroad protective insurance?

USACE Response Q22: Insurance requirements for the railroads are provided in Section 01 10 00, paragraph

1.14. However, if final work agreement with the railroads requires additional insurance, optional CLIN 0027 will be exercised to cover the costs for additional insurance as specified in Section 01 22 00.00 10, Para 1.3.13.

Question 23. Please provide a further description/explanation of “Temporary Measures Fill to be Excavated” as shown on the plans and described in Spec Sec. 31 00 00 3.5.1. Is this material to be excavated, re-worked and re-compacted? If that is what is done with this material what pay item is it to be included under? If the material deemed to be “Unsuitable”, will the removal and off-site disposal of the material be paid under the Allowance Unit Price #0036? If deemed unsuitable, how will the import and placement of suitable material be paid for? Under #0007AD?

USACE Response Q23: Majority of excavated materials, including the “Temporary Measures Fill” may be suitable for reuse on the site. Unsuitable material removal and disposal will be paid under the separate bid item #0023. All imported Levee Fill is intended to be paid under bid items #0007AD and #0022AD.

Question 24. Per specification section 32 92 19, paragraph 1.5.1, seeding should occur May thru July. With the project starting in the spring as stated at the prebid, the General Contractor will not be able to apply seeding May thru July. This will cause the project to not be completed in 390 days. Please extend the duration out to include time for seeding.

USACE Response Q24: With the exception of the seeding windows, there is no contract requirements to start construction work in the spring. The contract performance period considered the seeding windows. Upon the issue of contract Notice to Proceed (NTP), the Contractor will be required to submit a construction schedule to meet to meet the project requirement in accordance to Section 01 10 00, General Provisions.

Question 25. In section 1.2.4.1 Payment for Demolition and Removal it states "aggregate road over levee" Our question is there is no existing road shown on the plans for removal, is there an existing aggregate road for removal?

USACE Response Q25: Existing aggregate road is not apparent on most of existing levee. Any existing deteriorated aggregate road encountered shall be demolished and removed to accommodate proposed work.

Payment would be under the subsoil excavation items, Bid Items 0007AB & 0022AB.

Question 26. What areas can be used for stockpiling in the work zone, It seems the top of the levee and also the embankment is not allowed per the specs. Is the area adjacent to the levee available for stockpiling of material?

USACE Response Q26: Refer to item 8 response.

Question 27. During Site visit there was a pipeline that was noticed between Sta 34.00 & 35.00, on the drawings it shows a gas line. Is there more information for this gas line? Is it a Nicor line or a pipline of some sort ? Is there any special Insurance required for working by the pipleine and or under the high power lines?

USACE Response Q27: Information on gas lines is limited to what is shown in the contract documents.

However it is known that Kinder Morgan and Nicor gas lines exist within project limits, possibly on ComEd property. Contractor will be expected to meet any special insurance requirements of the agencies providing the right-of-way and the utility owners. Special Insurance required will be paid under Bid Item 0027.

Question 28. Will there be a lane closure on 47th street allowed for work North of 47th street which would be base work? And if so is this to be paid out of traffic control allowance?

The traffic control allowance item specifies for optional work only south of 47th street.

USACE Response Q28: No lane closure will be allowed for work north of 47th Street, for the base contract work. Contractor is expected to complete all of the base work utilizing only the access from Joliet Road as specified.

Question 29. Per the FBO.gov website in the description of the project it states “The magnitude of cost for construction is between $5M and $10M” , In the Solicitation it states “The Estimated Magnitude of Construction is between $1M and $5M”, Which Value is correct for this project ?

USACE Response Q29: The solicitation document is the formal Invitation for Bids. Therefore, it governs over the FBO notice. In that respect, and as stated at block #10 on page 1 of the Invitation for Bids, the estimated magnitude of construction is between $1M and $5M.

Question 30. Seeding SEC 32 92 19 Temporary Cover Crop Seed 2.1.3 (Erosion Control) There is no rate given for the cover crop. All other seed is specified in pounds per acre. Is there a specific rate for this item?

USACE Response Q30: The IDOT seed mix specified in Section 32 92 19 includes adequate cover crop for the restoration areas. Therefore, Para. 2.1.3 is not applicable for the restoration areas and will be removed from the Section. Temporary erosion and sediment controls shall be in accordance to Section 01 57 20.01 03.

Question 31. Section 34 11 00 Sheet Pile Installation 1.4.2 – The amendment states “The Contractor must complete the work within each railroad right of way within the time specified (8 Hours). Does this mean there is 8 hours for each railroad right of way or 8 hours for both rail road right of ways?

USACE Response Q31: The 8 hour timeline is for each railroad ROW as stated in Section 34 11 00, Para.

1.5.2.

Question 32. Section 34 11 00 Post sheet pile Installation 1.4.3 – It states that we will have 2 additional days to do off track work, IS this work limited to 8 hour days? If additional days are needed what costs will become the contractors? Is this two additional days per railroad, so 4 days?

USACE Response Q32: The two additional days applies for each railroad (total of 4 days). Section 34 11 00, para 1.5.3 is revised for clarification by way of this amendment.

Question 33. Is there a known source for imported fill material? Has the Army Corp contacted any local sources that would meet your import specifications?

USACE Response Q33: There are sources for imported fill that meets our specification. However, the Government cannot release this information and leave out other possible sources.

Question 34. C-121 and C-122 Fence; requires 2 sections of fence 50’ long each; Item No 0009 quantity is only 40 LF. What is the correct quantity for this item?

USACE Response Q34: Lineal feet of chain link fence for Bid item 0009 is revised via this amendment to 100'.

Question 35. Section 31.00.00 Earthwork, 3.4.1 directs to “Strip the area within the limits of the levee foundation to remove heavy growth of grasses, weeds, other vegetation, and surface soils to a depth not to exceed 12 inches as shown on the drawings.” Section 01 22 00, 1.2.5.1 states that “Refilling of holes resulting from clearing and grubbing operations…will be considered…incidental under the above item”. Is the clay material needed for refilling of holes incidental to clearing and grubbing or is the material to be paid for Items 0007AC or 0007AD?

USACE Response Q35: The clay material needed for refilling of holes within the levee footprint will be paid under 0007AC, 0007AD, 0022AC, & 0022AD as appropriate. Refilling of holes outside of the levee footprint will be paid under the clearing and grubbing bid items. Paragraph 1.3.5.1 was revised for clarification by way of this amendment.

Question 36. C-103, Spillway Removal, is the contractor required to remove the buried spillway structure between station 13+50 and 17+40?

USACE Response Q36: Refer to Sheet C-129 for existing buried spillway demolition requirements.

Question 37. Bid Schedule, Is item 0025 base bid or option item?

USACE Response Q37: Bid Item 0025 is an Option Bid Item.

Question 38. The job seems to be mainly a filling operations per the cross-sections drawings. There is very little cut areas shown The item 0007AB Subsoil Stripping & Stockpile 32,190 Cy Yd.

Where is this taking place. Are we removing and re-compacting the entire levee?

USACE Response Q38: Refer to item 2 response.

Question 39. The 100’ limit added in Amendment No.1, for disturbing the levee would exponentially increase the cost of this project as it would add 31 mobilizations to every crew both general and subcontractor on this project?

USACE Response Q39: The 100’ maximum levee disturbance is necessary to maintain the levee for flood protection.

Question 40. Can tree removal and steel sheeting be done in one mobilization. If temporary erosion control is in place can topsoil re-spread be done over the entire job?

USACE Response Q40: Per Section 31 23 19, the contractor’s shall sequence construction to maintain levee protection during construction.

Question 41. Can we stock pile stripped material on site if erosion control measures are in place around stockpile?

USACE Response Q41: Refer to item 8 response. Erosion control measures for stockpiles must be in accordance to section 01 57 20.01 03.

Question 42. Under Price and payment procedure Sec 01 22 00.00 10 in sec 1.3.1.1 Payment it states that placement of topsoil will be paid under the “Native Seeding” and “Wetland Seeding” bid items.

Under Sec 1.3.5.1 payment for imported topsoil it states that all labor, equipment and materials for placement of topsoil will be included at the contract unit price.

Which line item does placement of topsoil get paid under? It seems to be in multiple items.

USACE Response Q42: Placement of topsoil will be paid under Bid Items 0007AA, 0007AA, 0022AE, & 0022AE. Section 01 22 00.00 10 is revised accordingly.

Question 43. Is there rail road insurance requirements for this project?

USACE Response Q43: Refer to item 14 response.

G. Point of Contact for this Amendment is Ericka Hillard at 312-846-5378; email: ericka.d.hillard@usace.army.mil.

END OF AMENDMENT

(The aforementioned Revised Bid Schedule, Revised Project Drawing Sheet and Revised Specifications

Sections follows)

REVISED BID SCHEDULE

AMENDMENT 0002

Section 00 10 00 - Solicitation

CONTRACT FORM

THE SOLICITATION CONTRACT FORM CONTAINED AT SECTION 00 10 00 OF THIS DOCUMENT

SHALL BE USED BY BIDDERS TO SUBMIT THEIR BIDS; SAID FORM IS CONSIDERED THE “BID

SCHEDULE” AS TERMED THROUGHOUT THIS SOLICITATION.

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001 1 Job

MOBILIZATION

FFP

Under this CLIN, the contractor is required to perform mobilization activities. The contractor will be compensated for the totality of its activities needed to mobilize its equipment and labor force to the project site.

Payment Provisions:

The Government will pay all costs for the mobilization of all of the Contractor's plant and equipment at the lump sum price for this item. The Contracting Officer or its Representative may require the Contractor to furnish cost data to justify its bid price for this item if the Contracting Officer deems there's no reasonable relationship to the cost of the work in this contract. Failure to justify the line item price to the satisfaction of the Contracting Officer will result in payment determined by the Contracting Officer of the actual costs, which is not subject to appeal.

PURCHASE REQUEST NUMBER: W81G6671598216

NET AMT

0002 1 Job

DEMOBILIZATION

FFP

Under this CLIN, the contractor is required to perform demobilization activities.

The contractor will be compensated for the totality of its activities needed to demobilize its equipment and labor force to the project site.

Payment Provisions:

The Government will pay all costs for the demobilization of all of the Contractor's plant and equipment at the lump sum price for this item. The Contracting Officer or its Representative may require the Contractor to furnish cost data to justify its bid price for this item if the Contracting Officer deems there's no reasonable relationship to the cost of the work in this contract. Failure to justify the line item price to the satisfaction of the Contracting Officer will result in payment determined by the Contracting Officer of the actual costs, which is not subject to

0003 1 Job

TEMPORARY CONSTRUCTION FACILITIES

FFP

0004 1 Job

DEMOLITION AND REMOVAL

0005 1 Job

CLEARING AND GRUBBING

0006 1 Job

EROSION CONTROL

EARTHWORK

FFP

The Contractor shall provide all labor, materials, and equipment to perform EARTHWORK activities identified at the Sub-Line Item Level, “0007AA through 0007AE.” The actual work to be performed is described under the aforementioned Sub-Items. In that regard, the Contractor’s pricing to perform the required services shall be provided therein Items0007AA through 0007AE, wherein the sub-line items themselves identify the quantities required to perform said work.

0007AA 3,220 Cubic

Yard

TOPSOIL STRIPPING & STOCKPILE

0007AB 32,190 Cubic

SUBSOIL STRIPPING & STOCKPILE

0007AC 32,190 Cubic

LEVEE FILL FROM ONSITE

0007AD 13,010 Cubic

IMPORTED LEVEE FILL

0007AE 3,220 Cubic

IMPORTED TOPSOIL

0008 8,700 Square

Foot

STEEL SHEET PILE AT BURIED SPILLWAY

0009 100 Linear

CHAINLINK FENCE

0010 2 Each

SWING GATES

0011 7 Acre

NATIVE SEEDING

0012 1.20 Acre

WETLAND SEEDING

0013 1 Job

PLANTING MAINTENANCE

0014 20 Linear

DRAINAGE CULVERT

0015 1 Job

HEADWALL

0016 1 Each

TIDEFLEX VALVE

0017 5,210 Square

AGGREGATE SERVICE ROAD

0018 3,900 Square

ASPHALT PAVING

0019 3,300 Linear

PARKING STRIPING

0020 14 Each

PARKING BUMPERS

0021 1 Lot

PERFORMANCE & PAYMENT BOND

FFP

PERFORMANCE AND PAYMENT BOND FOR BID ITEMS 0001 THROUGH

0020 (INCLUDES RESPECTIVE SUBITEMS)

THIS IS A COST-REIMBURSABLE LINE ITEM - The government will reimburse the Contractor for the actual cost of acceptable performance and payment bonds, upon receiving evidence of payment (paid invoice) from the bonding company or agency, not to exceed the total amount of the contract line item. The Government will not pay more than the total line item amount for the performance and payment bonds. If the actual cost of the bonds is less than the line item amount, the contract will modified to adjust the line item accordingly.

Adjustment(s) to the line item will also be made for any revisions to the actual bond costs associated with contract changes.

OPTION IDOT & 47TH STREET SOUTH

FFP

ILLINOIS DEPARTMENT OF TRANSPORTATION (IDOT) & 47TH STREET

SOUTH

The Contractor shall provide all labor, materials, and equipment to perform EARTHWORK activities identified at the Sub-Line Item Level, “0022AA through 0022AT.” The actual work to be performed is described under the aforementioned Sub-Items. In that regard, the Contractor’s pricing to perform the required services shall be provided therein Items 0024AA through 0024AE, wherein the sub-line items themselves identify the quantities required to perform said work.

0022AA 620 Cubic

OPTION EARTHWORK-TOPSOIL STRIPPING & STOCKPILE

0022AB 6,140 Cubic

OPTION EARTHWORK-SUBSOIL STRIPPING & STOCKPILE

0022AC 6,140 Cubic

OPTION EARTHWORK-LEVEE FILL FROM ONSITE

0022AD 685 Cubic

OPTION EARTHWORK-IMPORTED LEVEE FILL

0022AE 620 Cubic

OPTION EARTHWORK-IMPORTED TOPSOIL

0022AF 1 Job

OPTION CLEARING AND GRUBBING

0022AG 1 Job

OPTION EROSION CONTROL

0022AH 1,140 Square

OPTION STEEL SHEET PILE AT RAILROADS

0022AJ 560 Linear

OPTION CHAINLINK FENCE

0022AK 1 Each

OPTION SWING GATES

0022AL 1 Acre

OPTION NATIVE SEEDING

0022AM .20 Acre

OPTION WETLAND SEEDING

0022AN 1 Job

OPTION PLANTING MAINTENANCE

0022AP 500 Linear

OPTION PERFORATED DRAINAGE PIPE

0022AQ 34 Net Ton

(2,000

LB).

OPTION OUTLET RIPRAP

0022AR 1,000 Square

OPTION AGGREGATE SERVICE ROAD

0022AS 120 Square

OPTION AGGREGATE FOREST PRESERVE PATH

0022AT 6 Each

OPTION RAILROAD MONUMENTS

0023 1 Lot

OPTION GOVERNMENT PRICE ALLOWANCE

FFP

UNSUITABLE SOIL REMOVAL AND DISPOSAL

THIS IS A GOVERNMENT PRICE ALLOWANCE FOR "UNSUITABLE SOIL

REMOVAL AND DISPOSAL" AT A NOT TO EXCEED CEILING PRICE OF

$70,000.00.

Payments will be reimbursed by the government in an amount for work preapproved by the COR at a NOT TO EXCEED PRICE OF $70,000.00. Only costs determined in writing to be reimbursable in accordance with the Contract set shall be reimbursable.

(1) The Contractor shall NOT incur any additional costs or perform any additional services outside of the ceiling price established hereunder. Should the Contractor determine that the allocated amount is insufficient because additional related services are deemed necessary, the government may negotiate a fair and reasonable price with the contractor to make price adjustments to the Contract

(2) The Contractor shall coordinate all services with the Contracting Officer's Representative (COR) such that compliance with the ceiling price of this item and the tasks performed, the associated level of effort, and scheduling can be verified.

(3) The COR is responsible for processing payments. The contractor shall provide the COR with paid invoices and all other supporting cost information (labor, travel, per diem, subcontractor costs, etc.) for the verification of the Contractor's expenditures for this line item).

ANY UNUSED BALANCE WILL BE DEOBLIGATED AT THE END OF THE

CONTRACT PERIOD

0024 1 Lot

OPTION GOVERNMENT PRICE ALLOWANCE

FFP

CONTAMINATED SOIL REMOVAL AND DISPOSAL

THIS IS A GOVERNMENT PRICE ALLOWANCE FOR "CONTAMINATED

SOIL REMOVAL AND DISPOSAL" AT A NOT TO EXCEED CEILING PRICE

OF $20,000.00.

Payments will be reimbursed by the government in an amount for work preapproved by the COR at a NOT TO EXCEED PRICE OF $20,000.00. Only costs determined in writing to be reimbursable in accordance with the Contract set shall be reimbursable.

0025 1 Lot

OPTION GOVERNMENT PRICE ALLOWANCE

FFP

FLOOD EVENTS

THIS IS A GOVERNMENT PRICE ALLOWANCE FOR "FLOOD EVENTS"

AT A NOT TO EXCEED CEILING PRICE OF $120,000.00.

Payments will be reimbursed by the government in an amount for work preapproved by the COR at a NOT TO EXCEED PRICE OF $120,000.00. Only costs determined in writing to be reimbursable in accordance with the Contract set shall be reimbursable.

0026 1 Lot

OPTION GOVERNMENT PRICE ALLOWANCE

FFP

47TH STREET TRAFFIC CONTROL

THIS IS A GOVERNMENT PRICE ALLOWANCE FOR "47TH STREET

TRAFFIC CONTROL" AT A NOT TO EXCEED CEILING PRICE OF

$15,000.00.

Payments will be reimbursed by the government in an amount for work preapproved by the COR at a NOT TO EXCEED PRICE OF $15,000.00. Only costs determined in writing to be reimbursable in accordance with the Contract set shall be reimbursable.

0027 1 Lot

OPTION GOVERNMENT PRICE ALLOWANCE

FFP

RAILROAD WORK REQUIREMENTS

THIS IS A GOVERNMENT PRICE ALLOWANCE FOR "RAILROAD WORK

REQUIREMENTS" AT A NOT TO EXCEED CEILING PRICE OF $20,000.00.

0028 100 Square

OPTION ADDITIONAL STEEL SHEET PILE

0029 1 Lot

OPTION MOBILIZATION (OPTION)

FFP

Under this OPTION CLIN, when or if awarded, the contractor is required to perform mobilization activities. The contractor will be compensated for the totality of its activities needed to mobilize its equipment and labor force to the project site.

Payment Provisions:

0030 1 Lot

OPTION DEMOBILIZATION (OPTION)

FFP

Under this OPTION CLIN, when or if awarded, the contractor is required to perform demobilization activities. The contractor will be compensated for the totality of its activities needed to demobilize its equipment and labor force to the project site.

Payment Provisions:

0031 1 Lot

OPTION PERFORMANCE AND PAYMENT BOND (OPTION)

FFP

PERFORMANCE AND PAYMENT BOND FOR OPTION BID ITEMS 0022AA

THROUGH 0030 (INCLUDES RESPECTIVE SUBITEMS)

Adjustment(s) to the line item will also be made for any revisions to the actual bond costs associated with contract changes.

SUMMATION OF PRICING

CONTRACTOR’S BID AMOUNT FOR CONTRACT LINE ITEMS NUMBERS 0001 through 0021 (inclusive of all Sub Line Items): $__________________

CONTRACTOR’S BID AMOUNT FOR THE OPTION ITEMS 0022AA through 0031 (inclusive of all Sub Line Items): $___________________

OVERALL BID AMOUNT (INCLUDES ALL BID AND OPTION ITEMS PLUS ALL PRE-PRICED ITEMS):

END OF REVISED BID SCHEDULE

EXISTING GUARDRAIL

IMPACT ATTENTUATOR

CUL INV 604

.01

CUL INV 603

.74

CUL INV 603

.76

DITCH

EXISTING GUARDRAIL

EXISTING CURB AND

GUTTER (TYP)

INL

RIM 6

08.27

INL

RIM 6

07.91

CUL

INV 604

.15

INL

RIM 6

07.80

INL

RIM 6

07.55

CULV

INV 604

.11

INL

RIM 6

06.99

INL

RIM 6

06.93

INL

RIM 6

06.82

INL

RIM 6

06.60

INL

RIM 6

06.12

INL

RIM 6

05.99

INL

RIM 6

05.84

INL

RIM 6

05.90

INL

RIM 6

06.04

INL

RIM 6

07.54

CULV

INV 604

.55

FOR PROPER DRAINAGE

UNCLOG OR REPLACE

CLOGGED CULVERT

J O

E T

R O

A D

RIVER BRIDGEDES PLAINES

C-121

JOLIET RD.

CONSTRUCTION

ACCESS

EXTEND EXISTING 12"

DIP C

ULVERT 11.

5' (N

OTE 5)

INSTALL TID

EFLEX 35.

-1 VALVE OR APPROVED EQUAL

10' WIDE GRAVEL

SERVICE ROAD

PROVIDE 25'

FENCE

(TYP.)

GATE (20')

RESTORE ANY DAMAGED

CONCRETE WHEEL STOPS AT

PROJECT COMPLETION AT

DIRECTION OF ENGINEER.

TEMPORARY ACCESS ROAD TO

STAGING AREA. SITE TO BE

RESTORED BY CONTRACTOR UPON

PROJECT COMPLETION.

C-123

C-121

STABILIZED CONSTRUCTION

ENTRANCE (SEE C-127)

LOCATION OF ACCESS ROAD SHOWN

FOLLOWS EXISTING TRAILS TO MINIMIZE

TREE CLEARING. CONTRACTOR TO

SUBMIT PROPOSED LOCATION FOR

APPROVAL PRIOR TO CONSTRUCTION.

'± 1

S P

A C E S

S P

A C E S

S P

A C

S w

A C

C E S S

L E

CONSTRUCTION

FOR PUBLICUSE DURING

LOT SHALL REMAIN OPEN

THIS PORTION OF PARKING

COMPLETION. SEE NOTES 2 THRU 4.

ASPHALT PARKING LOT AT PROJECT

DEMO AND REPLACE FULL DEPTH

AREA WITH CONSTRUCTION FENCE.

AND OPERATIONS AREA. SURROUND

CONSTRUCTION STAGING LAY DOWN

1+00

2+00 3+00

1'-0" 1'-0"1'-0"2'-0" (MIN.) 2'-0" (MIN.)

6 1/2"6 1/2"

5 1/2 "

GROUT HOLE FULL

DRAINAGE

OPENING OPENING

DRAINAGE

7'-0" (MIN.)

8'-0" (MAX.)

(OPTIONAL 1"x3" HOLE)

HOLE FOR 1/2" STD. PIPE OR 1/2" MAX.

CLEARANCE

SECTION

ELEVATION

PLAN

(MIN.)

END VIEWS

3/4" DIAM. REINF. ROD

1/2" STD PIPE OR 3/4" REINF. ROD

SHALL BE PLACED PRIOR TO SURFACING

OR IN A HOLE DRILLED IN THE FINISHED

SURFACE WITH A TIGHT FIT OBTAINED BY

AN APPROVED METHOD, OR DRIVEN INTO

THE SURFACING

EDGE (TYP.)

3/8" TOOLED

2-#3

OVERALL KEYMAP

J O

T H

S T

R R

HARLEM AVE.

RIVER

DES PLAINES

ROPOLI

R E

E R

T W

A C

T C

A T

RIPRAP

1.5' MIN.

RR4

CA-6

6" IDOT

L PARKING STALLC

WHEEL STOP

INSTALLATION PLAN

CONCRETE WHEEL STOP DETAIL

NTS

STALL

PARKING

EDGE OF

1'-0" TO

BY THE SPECIFICATIONS

ON THE DRAWINGS OR REQ'D

PAINTED STRIPES IF SHOWN

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET ID

2 3 4 5 6 7 8 9 10

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S of Engineers

US Army Corps

B A

N K

H E

A D

D A

R L E

U S

A R

M Y

L O

T T

P L

LEGEND

EXIST CONTOUR AT 10' INTERVAL

EXIST CONTOUR AT 2' INTERVAL

PROJECT BASELINE

PROPERTY LINEP

31+00 32+00

EXISTING INLET

EXISTING CULVERT

RIPRAP OUTLET PROTECTION

Tack coat

Prime coat

PARKING LOT ASPHALT

HEADWALL

NOT TO SCALE

PIPE DIAMETER 1'1'

2" C

TEMPORARY GRAVEL ROAD

GRAVEL SERVICE ROAD /

FULL DEPTH ASPHALT

5050 0

SCALE: 1" = 50'

ROPOLI

R E

E R

TAN

C L

RS I

T C

A T

C-121

S I

W P -1

-B -0

O J E

C T I

E N

A M

J O

H N G

R O

B O

S K I, P .E

N S

T R

U C

N A

R E

A L

J O

T R

O A

D A

R E

B A

N K

H E

A D

C -1

.d g n

O N

L Y

O N

S L

E V

E E F

O R

E S

T V

W P -1

-C -0

C H

A G

S L

A S

A L L E S

T S

C H

A G

O D

T R

C H

A G

A S

T E

T R

E E

M E

T R

O P

O L

N W

A T

E R R

E C

L A

M A

N D

T R

F L

O O

D C

O N

T R

O L I

M P

R O

V E

M E

N T S S

E C

A U

AT 6" O.C. VERTICALLY.

USE (2) #4 BARS ABOVE AND BELOW PIPE AND #4 BARS B.

ADDING A POLY-FIBER MESH TO THE CONCRETE MIX ORA.

2. CONCRETE REINFORCEMENT SHALL CONSIST OF:

OF 3300 PSI.

1. CLASS RA CONCRETE SHALL HAVE 28 DAY DESIGN STRENGTH

NOTES:

F A

Y E L

A F F

L E

R P .E

M W

E A

V E

R P .E

EXISTING SUBGRADE

COURSE

8" AGGREGATE BASE

2" BINDER

1 1/2" SURFACE

NOTES

1. CONTRACTOR TO UTILIZE RIGHT EAST BOUND LANE FOR ACCESS TO

STAGING AREA. CONTRACTOR TO DOCUMENT PRE-CONSTRUCTION

CONDITIONS INCLUDING GUARDRAIL AND CURB AND GUTTER AND

RESTORE DAMAGE TO SATISFACTION OF IDOT.

2. THE LIMITS OF PARKING LOT SURFACE REMOVAL DURING REPAIR

SHOULD BE FORMED BY A STRAIGHT PERPENDICULAR CLEAN SAWCUT.

4. REPLACE PAVEMENT AS SPECIFIED.

5. PROVIDE STONE RIPRAP OUTLET PROTECTION AND HEADWALL PER

2/C-121. FOR TRENCH DETAIL, SEE 6/C-124.

6. FOLLOWING REPAVING, RESTRIPE ENTIRE PARKING LOT ASPHALT.

EXISTING GRADE.

SUPPLEMENTED WITH EXISTING RECLAIMED ASPHALT TO REESTABLISH

EXISTING AGGREGATE BASE SHALL BE GRADED, COMPACTED, AND

G G

R E

G A

T E B

A S

E C

O U

R S

E R

E V

N S

Forest View Section 205 Flood Risk Management W912P618B0006

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 10 00

GENERAL PROVISIONS

06/15

PART 1 GENERAL

1.1 REFERENCES

1.2 CERTIFICATES OF COMPLIANCE

1.3 RESPONSIBLITY OF THE CONTRACTOR

1.4 SUBMITTALS

1.5 DRUG FREE WORKPLACE

1.6 REAL ESTATE

1.7 CONSTRUCTION SCHEDULE

1.8 CONSTRUCTION PROGRESS PHOTOGRAPHS

1.8.1 Photographic Documentation

1.8.1.1 Digital Photographic Media

1.8.1.2 Photograph Prints

1.8.2 Photography of Specific Work Items

1.8.3 Construction Complete Photographs

1.8.4 Payment and Acceptance

1.9 CONSTRUCTION DOCUMENTATION REPORT (CDR)

1.9.1 Compilation of the CDR

1.9.2 Additional Requirements

1.10 QUANTITY SURVEYS

1.11 INSPECTION

1.12 CONDITION OF EXISTING STRUCTURES

1.13 PRESERVATION OF HISTORICAL, ARCHAEOLOGICAL AND CULTURAL RESOURCES

1.14 MINIMUM AMOUNT OF INSURANCE REQUIRED

1.15 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

1.16 PERMITS AND RESPONSIBILITIES

1.16.1 Illinois Department of Transportation (IDOT) Permits

1.16.1.1 IDOT Highway Permit

1.16.1.2 IDOT Traffic Control Authorization (BT 725)

1.16.1.3 Municipal Review

1.16.1.4 IDOT Individual Highway Permit Bond

1.17 VETERANS EMPLOYMENT EMPHASIS FOR U.S. ARMY CORPS OF ENGINEERS

CONTRACTS

1.18 COORDINATION WITH OTHERS

1.19 SPECIAL SAFETY REQUIREMENTS

1.20 ONE CALL SYSTEMS FOR EXCAVATORS

1.21 ELECTRICAL POWER LINES

1.22 BORROW/DISPOSAL SITES AND QUARRIES

1.23 TAX EXEMPTION

1.24 PROGRESS MEETINGS

1.25 VETERANS EMPLOYMENT EMPHASIS FOR U.S. ARMY CORPS OF ENGINEERS

(USACE) CONTRACTS

1.26 SECURITY REQUIREMENTS

1.26.1 CLAUSE 15 - E-Verify Program

PART 2 PRODUCTS (NOT USED)

SECTION 01 10 00 Page 1

AMD0002 - 09/17/18

PART 3 EXECUTION (NOT USED)

-- End of Section Table of Contents --

SECTION 01 10 00 Page 2

SECTION 01 10 00

06/15

GENERAL PROVISIONS

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to in the text by basic designation only.

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety and Health Requirements Manual

1.2 CERTIFICATES OF COMPLIANCE

Any certificates required for demonstrating proof of compliance of materials with specification requirements must be executed in two copies.

Each certificate must be signed by an official authorized to certify on behalf of the manufacturing company and must contain the name and address of the Contractor, the project name and location, and the quantity and date or dates of shipment or delivery to which the certificates apply. Copies of laboratory test reports submitted with certificates must contain the name and address of the testing laboratory and the date or dates of the tests to which the report applies. Certification shall not be construed as relieving the Contractor from furnishing satisfactory material, if, after tests are performed on selected samples, the material is found not to meet specific requirements.

1.3 RESPONSIBLITY OF THE CONTRACTOR

The Contractor shall be responsible for the professional quality, technical accuracy and the coordination of all designs, drawings and specifications furnished by the Contractor under this contract. The Contractor shall, without additional compensation, correct or revise designs, drawings and specifications.

Neither the Government's review, approval or acceptance of, nor payment for, any of the services required under this contract shall be construed to operate as a waiver of any rights under this contract or of any cause or action arising out of the performance of this contract, and the Contractor shall be and remain liable to the Government in accordance with applicable law for all damages to the Government caused by the Contractor's negligence in connection with designs, drawings and specifications, furnished under this contract.

The rights and remedies of the Government provided for under the contract are in addition to any other rights and remedies provided by law.

1.4 SUBMITTALS

Government approval is required for submittals with a "G" designation;

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it.