W912P620B0015 AMENDMENT 0002 LEMONT WATER MAIN.pdf

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: SOLICITATION NO. W912P620B0015, "Project Title:Village of Lemont Water Main Improvements FY20 - (Lemont, IL) Chicago District Project"

By w ay of this Amendment, the government notif ies Bidders that revisions have been made w ithin the Bid Schedule and Project Plans. - See next page for further details.

- Continues on Next Pages -

1. CONTRACT ID CODE PAGE OF PAGES

1 35

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

16C. DATE SIGNED

BY

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 W912P620B0015

X 9B. DATED (SEE ITEM 11)

04-Aug-2020

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.

U0002

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

6. ISSUED BY

3. EFFECTIVE DATE

03-Sep-2020

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:

W912P620B0015

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

The following items are applicable to this modification:

SUMMARY OF CHANGES

AMENDMENT PARTICULARS

A. AMENDED SECTION 00 10 00 (BID SCHEDULE):

The government is providing a revised bid pricing table (Section 00 10 00 – Solicitation Contract Form), which details the following changes: The unit of issue for SUBCLINS of 0004AD and 0005AD have been listed correctly 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 Bidding Schedule.

B. AMENDED PROJECT PLANS:

The government is providing revised pages to the aforementioned Project Plans Section. Therefore, Bidders shall remove and replace the previously issued respective Section with the Revised Sheets enclosed hereunder.

C. CONTRACTOR INQUIRIES AND GOVERNMENT RESPONSES:

Contractor Inquiry 1: Section 33 11 00 – Water Utility Distribution Piping mentions that butt-fused PVC pipe can be used for trenchless piping. Is Fusible PVC acceptable for the trenchless construction. Pipe details are attached.

USACE Response 1: The Government will not issuing revised specifications on the solicitation; the Government has determined fusible PVC DR 18 C900 to be an acceptable option for the directional bore portion of the project in the resultant award.

Contractor Inquiry 2: The HDPE pipe specified for directional drilling will have a smaller ID than the 12” Ductile Iron pipe that it connects to. Should HDPE be upsized to 14" to make the internal diameter comparable with the ID of the Ductile Iron Pipe?

USACE Response 2: The government has specified HDPE because of the bend in the road and the potential issues boring along the new gas main since it is more flexible. Therefore, the Contractor shall bid as specified.

Contractor Inquiry 3: Class 52 DIP and DR18 PVC provide higher pressure class rating for water main than DR11 HDPE. PE4710 HDPE uses as safety factor of only 1.59 as allowed in C906‐15. Based on a 2.0 safety factor, DR11 only provides 160 psi pressure rating. Should DR9 HDPE pipe be required to provide a closer pressure rating to the connecting water main?

USACE Response 3: The government has not specified DR 9 HDPE or 14” HDPE and is aware that the inside diameter of the 12” DR 11 HDPE is smaller. Nonetheless, the government is not worried about water supply issues given that the running pressures along Main Street are around 105 psi.

Contractor Inquiry 4: Fusible PVC pipe is resistant to water disinfectant oxidation. The UFGS 33 11 00 Water Utility Distribution Piping specification notes states "Polyethylene (PE) pipe is subject to oxidative degradation by many variables including pH, the concentration and type of disinfectant, water temperature, installation procedure and conditions. Disinfectants like chlorine, chloramines, chlorine dioxide, ozone and others may create an Oxidation Reduction Potential (ORP) in PE Pipe".

USACE Response 4: See USACE Response 1.

Contractor Inquiry 5: The Summary of Quantities suggests each bid item for Pressure Connection includes a 5’ dia.

valve vault. However, under Option 1, 2 valve vaults are listed along with 1 – 12” valve and 1 pressure connection.

Please clarify.

USACE Response 5: "Contractors should bid the line items as specified per the Revised Bid Schedule as part of this amendment.". There should only be 1 valve vault listed in Option 1 to coincide with the 1 12” valve. The Pressure Connection includes a valve vault already.

Contractor Inquiry 6: The line item descriptions for Performance and Payment Bonds states the Government will reimburse the Contractor for the actual cost of acceptable performance and payment bonds from the bonding agency. It continues that the Government will not pay more than the total line item amount for the performance and payment bonds. It later states that adjustments to the line item will also be made for any revisions to the actual bond costs associated with contract changes. Please confirm upon submitting a paid invoice from the bonding company or agency that the amount of that invoice will be paid in full regardless of the line item amount in the base bid and subsequent bid options.

USACE Response 6: The Contractor Will be paid for the amount stated on the invoice not to exeed the LINE ITEM

PRICE REGARDLESS OF IT BEING A BASE BID “LINE ITEM” OR OPTION “LINE ITEM”.

Contractor Inquiry 7: The Bid Item for Portland Concrete Sidewalk, 5” under Option 3 and Option 4 is listed as square yards on the bid form but square feet on the plan Summary of Quantities. Please clarify.

USACE Response 7: The Bid Schedule erroneously lists the unit of issue of Square Yards instead of Square Feet on SUBCLINS of 0004AD and 0005AD, the unit of issue has been revised with the issuance of this amendment, See Revised BID Schedule.

Contractor Inquiry 8: The final page of the bid form asks for Group 3 and Group 4 totals through items AR. Please confirm there is no bid item AR.

USACE Response 8: The “Summation of Bid Prices” section lists transposed SUBCLINS of 0004AR and 0005AR, this text has been revised with the issuance of this amendment, See Revised BID Schedule.

Contractor Inquiry 9: The plans do not call for a water service reconnection at 905 Singer Ave. Please advise.

USACE Response 9: An additional 30’ of Water Service Line in Trench, Copper 1.5” has been added to the project.

SUBCLIN 0005AB, has been revised with the issuance of this amendment, See Revised BID Schedule.

Contractor Inquiry 10: Please define the scope of work for call out at Option 1, STA 5+00 “Proposed Emergency Connection to Franciscan Village Water System”. Is this work in addition to the 8” x 8” pressure connection call out?

USACE Response 10: There is no work in addition to the 8” x 8” pressure connection for the “Emergency Connection to Franciscan Village” comment. Contractors should note the Restrained Joints chart on Sheet 23 as this will especially apply to this section of the project.

Contractor Inquiry 11: Please provide the original vectored set of drawings (full size pdf format). Wording and numbers are not clearly readable on the 11 x 17 scans provided.

USACE Response 11: The full‐size set of plans at this link below:

a. https://cloud.novotnyengineering.com/owncloud/s/bOGy82l1J3zp1hh

Contractor Inquiry 12: Please advise whether the EEO goals of 20.9% minority participation and 6.9% female participation are applicable to individuals employed by the Contractor and subcontractors OR if they are participation goals for Minority‐owned and Women‐owned businesses portions of the Contract work.

USACE Response 12: The goals under Executive Order 11246 are stated in percentages of aggerate work force for each construction project.

Contractor Inquiry 13: The Solicitation states ‘Competition for this acquisition is 100% set aside for small business concerns.’ Please confirm bidders need not carry a small business certification but are only required to meet the requirements of completing less than $39.5M of Water and Sewer Line and Related Structures Construction annually and employing fewer than 500 employees.

USACE Response 13: Contractors must meet the Small Business Size Standards for NAICS 237110 Water and Sewer Line and Related Structures, which is stated in dollars at $39.5M. The certification must be made by the contractor within their representations and certifications maintained at Sam.gov

Contractor Inquiry 14: The Geotechnical Report recommends 4” bedding material of FA‐1, FA‐2, or FA‐6 for water main pipe. The Village of Lemont Utility Street Cut detail (sheet 23) calls for 4” bedding material of CA‐11 or CA‐16.

The detail for Rigid Pipe Installation (sheet 22) notes bedding is not required for ductile iron water main on virgin clay. Please clarify all bedding/backfill requirements.

USACE Response 14: Bid as specified. The Geotechnical Report is a recommendation.

Contractor Inquiry 15: On the Lemont project is it possible to give an option to open cut the areas of HDPE that are called to be bored? The Jack and Bore is doable, and we are not having any issues with that. The location the project is starting at, we installed some main over there as well as attempted to bore in some water services in that area last year and our boring contractors are not wanting to quote the job due to the cobble in that area that we have encountered in the past. As the boring logs show we are not into the rock but the cobblestone that we have previously encountered makes boring in that area a nightmare.

USACE Response 15: Bid as specified. If the successful offeror prefers to use an alternate method of construction and pipe materials for this segment of water main, the contractor may offer a Value Engineering proposal under FAR Clause 52.248‐3 Value Engineering‐Construction (OCT 2015) for Government review.

Contractor Inquiry 16: Sheet 10 shows 32' of 12" DI water main in both PVC casing and steel casing? Obviously can't be both

USACE Response 16: Sheet 10 should only show 32' of 20" PVC encasing pipe. Sheet 10 profile has been modified to show that.

Contractor Inquiry 17: The jack/bored casings for this project are planned right at the top of the bedrock. That will likely be a mixed interface bore, which is very difficult to control line and grade. Because there are existing gas mains to cross very close in elevation to the bore, we would like to lower the bore into the rock for a safer and more homogeneous construction procedure. Would this be allowed?

USACE Response 17: Bid as specified. Elevation modifications due to utility conflicts will be determined in the field during construction.

END OF AMENDMENT

(Updated Project Plans and Revised Bid Schedule follows)

REVISED BID SCHEDULE

REVISED BID SCHEDULE VIA AMENDMENT NO. 0002

- BIDDERS SHALL USE THE BELOW REVISED BID SCHEDULE TO FURNISH THEIR BIDS

Section 00 10 00 - Solicitation

BID SCHEDULE PRICING -

THE BELOW PRICING SCHEDULE SHALL BE USED BY BIDDERS TO SUBMIT THEIR

BID PRICES; IT IS CONSIDERED THE “BID SCHEDULE” AS TERMED THROUGHOUT

THE SOLICITATION.

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

BASE WORK

FFP

MAIN ST - STA 25+00 TO 61+00

This is a parent Contract Line Item, linking its Sub-Items 0001AA through 0001AS. 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 0001AA through 0001AS, wherein the sub-line items themselves identify the quantities required to perform said work.

NET AMT

0001AA 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.

0001AB 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 unit 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.

0001AC 1,700 Linear

Foot

WATER MAIN IN TRENCH, DUCTILE IRON 12"

FFP

0001AD 76 Linear

PVC ENCASEMENT 20"

0001AE 1,600 Linear

WATER MAIN DIRECTIONALLY BORED

WATER MAIN DIRECTIONALLY BORED, DIPS, HDPE 12"

0001AF 52 Linear

JACKED IN PLACE, ENCASING PIPE

JACKED IN PLACE, ENCASING PIPE, STEEL, 24x1/4"

0001AG 18 Square

PORTLAND CONCRETE SIDEWALK 5"

0001AH 10 Linear

CONCRETE CURB & GUTTER, TYPE M-4.12

0001AJ 26 Square

Yard

ASPHALT PATCHING-CLASS D, TYPE 2, 10"

0001AK 4 Each

VALVE VAULTS TYPE A, 5' DIA

0001AL 4 Each

GATE VALVES 12"

0001AM 1 Each

PRESSURE CONNECTION 12" X 12"

0001AN 13 Each

FIRE HYDRANTS

0001AP 1 Job

LANDSCAPE RESTORATION

0001AQ 1 Job

TRAFFIC CONTROL

0001AR 350 Cubic

ROCK EXCAVATION

0001AS 1 Lot

PERFORMANCE AND PAYMENT BONDS

FFP

BOND COVERAGE FOR LINE ITEMS 0001AA THROUGH 0001AS

THIS IS A COST REIMBURSABLE LINE ITEM FOR BONDS

The Government will reimburse the Contractor for the actual cost of acceptable performance and payments 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 changesSee FAR 52.232-5(g).

OPTION GROUP 1 OPTION ITEMS

FFP

WALKER S. OF MAIN – STAT 5+00 to 12+00

This is a Parent Line Item identifying the option work that relates directly to its Sub-Line Items 0002AA through 0002AQ; the Sub-Line Items themselves identify the quantities required to perform said work. Therefore, the Contractor shall provide its pricing separately at Sub-Line Items 0002AA through 0002AQ.

0002AA 700 Linear

OPTION WATER MAIN IN TRENCH, DUCTILE IRON 12"

0002AB 22 Linear

OPTION PVC ENCASEMENT 20"

0002AC 85 Linear

OPTION JACKED IN PLACE, ENCASING PIPE

JACKED IN PLACE, ENCASING PIPE, STEEL, 24x1/4"

0002AD 71 Square

OPTION ASPHALT PATCHING - CLASS D, TYPE 3, 10"

0002AE 1 Each

OPTION VALVE VAULTS TYPE A, 5' DIA

0002AF 1 Each

OPTION GATE VALVES 12"

0002AG 2 Each

OPTION FIRE HYDRANTS

0002AH 1 Job

OPTION LANDSCAPE RESTORATION

0002AJ 1 Job

OPTION TRAFFIC CONTROL

0002AK 1 Each

OPTION PRESSURE CONNECTION 8" X 8"

0002AL 80 Linear

OPTION DI TYPE 2 STORM SEWER 16"

0002AM 160 Linear

OPTION DI TYPE 2 STORM SEWER 20"

0002AN 73 Linear

OPTION DI TYPE 2 STORM SEWER 24"

0002AP 50 Cubic

OPTION ROCK EXCAVATION

0002AQ 1 Lot

OPTION PERFORMANCE AND PAYMENT BONDS

FFP

BOND COVERAGE FOR “GROUP 1 OPTIONS”

( LINE ITEMS 0002AA THROUGH 0002AP)

THIS IS A COST REIMBURSABLE LINE ITEM FOR BONDS

The Government will reimburse the Contractor for the actual cost of acceptable performance and payments 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 the actual bond costs associated with contract changes See FAR 52.232-5(g).

OPTION GROUP 2 OPTION ITEMS

FFP

WALKER S. OF MAIN – STAT 12+00 to 16+00

This is a Parent Line Item identifying the option work that relates directly to its Sub-Line Items 0003AA through 0003AH; the Sub-Line Items themselves identify provide its pricing separately at Sub-Line Items 0003AA through 0003AH.

0003AA 455 Linear

OPTION WATER MAIN IN TRENCH, DUCTILE IRON 12"

0003AB 2 Each

OPTION VALVE VAULTS TYPE A, 5' DIA

0003AC 2 Each

OPTION GATE VALVES 12"

0003AD 3 Each

0003AE 1 Job

0003AF 1 Job

0003AG 10 Cubic

OPTION ROCK EXCAVATION

0003AH 1 Lot

OPTION PERFORMANCE AND PAYMENT BONDS

FFP

BOND COVERAGE FOR “GROUP 2 OPTIONS”

( LINE ITEMS 0003AA THROUGH 0003AG)

THIS IS A COST REIMBURSABLE LINE ITEM FOR BONDS

The Government will reimburse the Contractor for the actual cost of acceptable performance and payments 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

OPTION GROUP 3 OPTION ITEMS

FFP

SINGER S. OF PEIFFER – STA 1+00 ATO 4+05

This is a Parent Line Item identifying the option work that relates directly to its Sub-Line Items 0004AA through 0004AR; the Sub-Line Items themselves identify provide its pricing separately at Sub-Line Items 0004AA through 0004AR.

0004AA 289 Linear

OPTION WATER MAIN IN TRENCH, DUCTILE IRON 8"

0004AB 191 Linear

OPTION WATER SERVICE LINE IN TRENCH,COPPER 1.5"

0004AC 21 Square

OPTION PORTLAND CONCRETE DRIVEWAY 7"

0004AD 62 Square

OPTION PORTLAND CONCRETE SIDEWALK 5"

0004AE 23 Linear

OPTION CONCRETE CURB & GUTTER, TYPE M-4.12

0004AF 9 Square

OPTION HMA DRIVEWAY 3"

0004AG 40 Linear

OPTION PVC ENCASEMENT 12"

0004AH 1 Each

0004AJ 71 Square

OPTION ASPHALT PATCHING - CLASS D, 4"

0004AK 1 Each

OPTION CONNECTION TO EXISTING WATER MAIN

CONNECTION TO EXISTING WATER MAIN, 6"

0004AL 40 Linear

OPTION SANITARY SEWER 8" (WATER MAIN) PVC

0004AM 20 Linear

OPTION DI TYPE 2 STORM SEWER 12"

0004AN 1 Job

0004AP 1 Job

0004AQ 1 Lot

OPTION PERFORMANCE AND PAYMENT BONDS

FFP

BOND COVERAGE FOR “GROUP 3 OPTIONS”

( LINE ITEMS 0004AA THROUGH 0004AQ)

THIS IS A COST REIMBURSABLE LINE ITEM FOR BONDS

The Government will reimburse the Contractor for the actual cost of acceptable performance and payments 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

OPTION GROUP 4 OPTION ITEMS

FFP

SINGER N. OF PEIFFER – STA 4+05 to 12+00

This is a Parent Line Item identifying the option work that relates directly to its Sub-Line Items 0005AA through 0005AR; the Sub-Line Items themselves identify provide its pricing separately at Sub-Line Items 0005AA through 0005AR.

0005AA 600 Linear

OPTION WATER MAIN IN TRENCH, DUCTILE IRON 8"

0005AB 430 Linear

OPTION WATER SERVICE LINE IN TRENCH, COPPER 1.5

0005AC 21 Square

OPTION PORTLAND CONCRETE DRIVEWAY 7"

0005AD 50 Square

OPTION PORTLAND CONCRETE SIDEWALK 5"

0005AE 23 Linear

OPTION CONCRETE CURB & GUTTER, TYPE M-4.12

0005AF 9 Square

OPTION HMA DRIVEWAY 3"

0005AG 160 Linear

OPTION PVC ENCASEMENT 12"

0005AH 2 Each

0005AJ 369 Square

OPTION ASPHALT PATCHING - CLASS D, 4"

0005AK 2 Each

OPTION PRESSURE CONNECTION 8" X 8"

0005AL 40 Linear

OPTION SANITARY SEWER 8" (WATER MAIN) PVC

0005AM 20 Linear

OPTION DI TYPE 2 STORM SEWER 12"

0005AN 1 Job

0005AP 1 Job

0005AQ 1 Lot

OPTION PERFORMANCE AND PAYMENT BONDS

FFP

BOND COVERAGE FOR “GROUP 4 OPTIONS”

(LINE ITEMS 0005AA THROUGH 0005AQ)

THIS IS A COST REIMBURSABLE LINE ITEM FOR BONDS

The Government will reimburse the Contractor for the actual cost of acceptable performance and payments 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

SUMMATION OF BID PRICES:

BASE BID ITEMS (0001AA THROUGH 0001AS): $_____________________________________

GROUP 1 OPTION ITEMS (0002AA THROUGH 0002AQ):$______________________________

GROUP 2 OPTION ITEMS (0003AA THROUGH 0003AH):$_______________________________

GROUP 3 OPTION ITEMS (0004AA THROUGH 0004AQ): $_______________________________

GROUP 4 OPTION ITEMS (0005AA THROUGH 0005AQ):$_______________________________

OVERALL TOTAL BID PRICE (ALL BID ITEMS, TO INCLUDE THE RESPECTIVE SUB-ITEMS &

OPTION ITEMS):