127EAU21Q0038 Solicitation BPA Toilet Pumping Apache Sitgraves.pdf1.pdf
PDF 15 MB Posted
- Solicitation number
- 127EAU21Q0038
View the file
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
INFORMATION AND INSTRUCTIONS FOR THIS SOLICITATION
1. Intent of Solicitation: The purpose of this solicitation is obtain vault toilet pumping and cleaning services, for Apache-Sitgreaves National Forests, as described herein. All work on the national forest is covered by the Wage Determinations enclosed under Service Contract Act.
2. Type of Contract to be Awarded: will be Firm Fixed-Price (FFP) service blanket purchase agreement under the Commercial Items (services) format. All services performed under the awarded agreement are subject to Service Contract Act Wage Determination (enclosed at end of this RFQ).
3. NAICS (North American Industry Classification System) Code: 562211; Total Small Business Set-Aside with size standard of $41.5 Million.
4. Basis for Award: Award will be made under Best Value.
5. Period of Performance: Base-year from date of award through May 31, 2021. Four one-year option periods are included for pricing, subject to government choosing to exercise option years.
6. Site Visit: No organized Site Visit has been scheduled. Offerors may request additional information by contacting COR: Chandra Van Slyke – 928-333-6208, chandra.vanslyke@usda.gov.
7. Extent of Obligation: Government is obligated only to the extent of authorized purchases actually made under the BPA.
8. Orders and Limitations: Orders for services under the BPA will be made by issuing a BPA call against an awarded BPA. The Government may use the purchase card (up to $2,499); or award the call ($2,500 and over) and process invoices via Invoice Processing Platform (IPP). The maximum limit (total for all orders/calls) for this BPA shall be $250,000.
9. Invoice / Service tickets: A requirement that all services provided under the agreement, shall be accompanied by service tickets or sales slips that shall contain the following minimum information:
(i) Name of supplier.
(ii) BPA number.
(iii) Date of service.
(vi) Quantity, unit price, and extension of each item, less applicable discounts (vii) Date of service performed.
10. Performance Work Statement: See Solicitation for requirements on pumping vault toilets.
11. Submission of Offers: Offers are due June 26, 2021, 1600 MST (Arizona Time). Offers shall be sent only to the Contracting Officer. Offers may be sent by email. Emails should contain the solicitation number in the subject line: stephanie.laruffa@usda.gov.
mailto:stephanie.laruffa@usda.gov
SEE ADDENDUMIS CHECKED
CODE 18a. PAYMENT WILL BE MADE BY
CODE
FACILITYCODE
17b. CHECK IF REMITTANCE IS DIFFERENT AND PUT SUCH ADDRESS IN OFFER
OFFEROR
30 S CHIRICAHUA DR
PO BOX 640
APACHE SITGREAVES NATIONAL FOREST
USDA FOREST SERVICE
8173 CODE 16. ADMINISTERED BYCODE
X
X
562211
SIZE STANDARD:
% FOR:SET ASIDE:UNRESTRICTED OR7EAU
RFPIFB
10. THIS ACQUISITION ISCODE
RFQ
14. METHOD OF SOLICITATION
13b. RATING
NAICS:
SMALL BUSINESS
06/28/2021 1700 ET
06/16/2021
928-443-8246STEPHANIE LARUFFA
(No collect calls)
INFORMATION CALL:
FOR SOLICITATION 8. OFFER DUE DATE/LOCAL TIMEb. TELEPHONE NUMBER a. NAME
4. ORDER NUMBER3. AWARD/ 6. SOLICITATION
127EAU21Q0038
5. SOLICITATION NUMBER
SOLICITATION/CONTRACT/ORDER FOR COMMERCIAL ITEMS 1. REQUISITION NUMBER PAGE OF
1 22 OFFEROR TO COMPLETE BLOCKS 12, 17, 23, 24, & 30
SPRINGERVILLE AZ 85938
TELEPHONE NO.
17a. CONTRACTOR/
SPRINGERVILLE AZ 85938
30 S CHIRICAHUA DR
PO BOX 640
APACHE SITGREAVES NATIONAL FOREST
USDA FOREST SERVICE
15. DELIVER TO
ALBUQUERQUE NM 87102-3498
333 BROADWAY BLVD SE
9. ISSUED BY
7.
2. CONTRACT NO.
EFFECTIVE DATE
$41.50
18b. SUBMIT INVOICES TO ADDRESS SHOWN IN BLOCK 18a UNLESS BLOCK BELOW
ISSUE DATE
DELIVERY FOR FOB DESTINA-
TION UNLESS BLOCK IS
MARKED
11.
SEE SCHEDULEX
12. DISCOUNT TERMS
THIS CONTRACT IS A
RATED ORDER UNDER
DPAS (15 CFR 700)
13a.
SERVICE-DISABLED
VETERAN-OWNED
SMALL BUSINESS
HUBZONE SMALL
BUSINESS
8(A)
USDA-FS CSA SOUTHWEST 4
WOMEN-OWNED SMALL BUSINESS
(WOSB) ELIGIBLE UNDER THE WOMEN-OWNED
SMALL BUSINESS PROGRAM
EDWOSB
24.
AMOUNT
23.
UNIT PRICE
22.
UNIT
21.
QUANTITY
20.
SCHEDULE OF SUPPLIES/SERVICES
19.
ITEM NO.
Toilet pumping Three Zones: The Apache Sitgreaves National Forests (ASNF) is located in east-central Arizona approximately 200 miles northeast of Phoenix, Arizona. The Clifton Ranger District of A-SNF stretches from Blue Overlook on AZ 191 in the north to the town of Duncan in the south, Apache Zone of A-SNF stretches from Springerville in the north to south of Alpine within both Apache and Greenlee counties, The Sitgreaves Zone of A-SNF stretches from the western Apache County line to AZ 260 at
(Use Reverse and/or Attach Additional Sheets as Necessary)
HEREIN, IS ACCEPTED AS TO ITEMS:
DATED
STEPHANIE LARUFFA
. YOUR OFFER ON SOLICITATION (BLOCK 5),
INCLUDING ANY ADDITIONS OR CHANGES WHICH ARE SET FORTH
COPIES TO ISSUING OFFICE. CONTRACTOR AGREES TO FURNISH AND DELIVER
ARE
ARE
31c. DATE SIGNED
27b. CONTRACT/PURCHASE ORDER INCORPORATES BY REFERENCE FAR 52.212-4. FAR 52.212-5 IS ATTACHED. ADDENDA
31a. UNITED STATES OF AMERICA (SIGNATURE OF CONTRACTING OFFICER)
30c. DATE SIGNED 31b. NAME OF CONTRACTING OFFICER (Type or print)
ALL ITEMS SET FORTH OR OTHERWISE IDENTIFIED ABOVE AND ON ANY ADDITIONAL
SHEETS SUBJECT TO THE TERMS AND CONDITIONS SPECIFIED.
27a. SOLICITATION INCORPORATES BY REFERENCE FAR 52.212-1, 52.212-4. FAR 52.212-3 AND 52.212-5 ARE ATTACHED. ADDENDA
26. TOTAL AWARD AMOUNT (For Govt. Use Only)
OFFER
STANDARD FORM 1449 (REV. 2/2012)
Prescribed by GSA - FAR (48 CFR) 53.212
ARE NOT ATTACHED.
ARE NOT ATTACHED.
AUTHORIZED FOR LOCAL REPRODUCTION
PREVIOUS EDITION IS NOT USABLE
30b. NAME AND TITLE OF SIGNER (Type or print)
30a. SIGNATURE OF OFFEROR/CONTRACTOR
28. CONTRACTOR IS REQUIRED TO SIGN THIS DOCUMENT AND RETURN
25. ACCOUNTING AND APPROPRIATION DATA
29. AWARD OF CONTRACT:
REF.
32e. MAILING ADDRESS OF AUTHORIZED GOVERNMENT REPRESENTATIVE
32c. DATE 32b. SIGNATURE OF AUTHORIZED GOVERNMENT REPRESENTATIVE
ACCEPTED, AND CONFORMS TO THE CONTRACT, EXCEPT AS NOTED:
32a. QUANTITY IN COLUMN 21 HAS BEEN
RECEIVED INSPECTED
40. PAID BY39. S/R VOUCHER NUMBER38. S/R ACCOUNT NUMBER
37. CHECK NUMBER
FINALPARTIAL
36. PAYMENT
FINALPARTIAL
35. AMOUNT VERIFIED
CORRECT FOR
34. VOUCHER NUMBER33. SHIP NUMBER
COMPLETE
32g. E-MAIL OF AUTHORIZED GOVERNMENT REPRESENTATIVE
42d. TOTAL CONTAINERS42c. DATE REC'D (YY/MM/DD)
42b. RECEIVED AT (Location)
42a. RECEIVED BY (Print)
41c. DATE41b. SIGNATURE AND TITLE OF CERTIFYING OFFICER
41a. I CERTIFY THIS ACCOUNT IS CORRECT AND PROPER FOR PAYMENT
STANDARD FORM 1449 (REV. 2/2012) BACK
24.
AMOUNT
23.
UNIT PRICE
22.
UNIT
21.
QUANTITY
20.
SCHEDULE OF SUPPLIES/SERVICES
19.
ITEM NO.
the top of the Mogolllon Rim in Coconino County
GENERAL: USDA-FS Apache-Sitgreaves National
Forests has a requirement in the Recreation
Program to pump waste from vault toilet tanks, remove debris from tanks, disinfect (tanks, riser, seat), disinfect/clean affected floors and walls, and the proper disposal of sewage and debris as required by Federal, State, and Local laws.
LOCATION AND DESCRIPTION
The Apache Sitgreaves National Forests (ASNF) is located in east-central Arizona approximately 200 miles northeast of Phoenix, Arizona. For the purposes of this contract the Apache Zone of
A-SNF stretches from Springerville in the north to south of Alpine within both Apache and
Greenlee counties.
SCHEDULING OF WORK
The Contracting Officer (CO) or Contracting
Officer¿s Representative (COR) shall notify the
Contractor of the required facilities that need servicing and place an order against an established Call. A map of the locations of vault toilets to be pumped will provided along with an
AD-700 listing the locations. This initial notification may be sent to the contractor by email, fax, or other means. Within a reasonable
Continued ...
32f. TELEPHONE NUMBER OF AUTHORIZED GOVERNMENT REPRESENTATIVE
32d. PRINTED NAME AND TITLE OF AUTHORIZED GOVERNMENT REPRESENTATIVE
22 2 of
ITEM NO. SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT
NAME OF OFFEROR OR CONTRACTOR
3 22
CONTINUATION SHEET
REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGE OF
(A) (B) (C) (D) (E) (F)
127EAU21Q0038
time frame (unless it is deemed emergency), the
Contractor shall provide the service (24-72 hours) of the initial notification. The
Contractor shall notify the COR at the appropriate District that the services were completed. Normal servicing shall not take place on a weekend unless requested as emergency by the
CO.
Any order placed against an established Call, shall use the technical specifications and pumping procedures, contained herein, as the requirements Contractor shall meet when performing services.
PERIOD OF PERFORMANCE
The period of performance shall be date of award through May 31, 2022 for the base year. There are four (one-year) option periods that the government may choose before May 31st each year.
LIABILITY/RESPONSIBILITY
The Government assumes no liability or responsibility for the performance of these services. The Offeror shall maintain all licenses, permits, and insurance coverage necessary to perform these services.
EXTENT OF OBLIGATION
Federal Government is obligated only to the extent of authorized purchases actually made under the Blanket Purchase Agreement (BPA). The maximum limitation of this BPA is the Simplified
Acquisition Threshold (SAT), for which the
Government shall not exceed $250,000 total over the base year and any option years. There is no minimum guarantee under this BPA for which the
Government is required to place orders. There is no expectation that the Government will reach the maximum limitation.
DEFINITIONS:
Sewage: liquid, semi-liquid, and solid waste matter.
Continued ...
NSN 7540-01-152-8067 OPTIONAL FORM 336 (4-86)
Sponsored by GSA
FAR (48 CFR) 53.110
4 22
CONTINUATION SHEET
REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGE OF
(A) (B) (C) (D) (E) (F)
127EAU21Q0038
Debris: Any other refuse found in vault toilets, that may include but not limited to items such as cans, bottles, rocks, sticks, logs, animal parts, clothing, plastic bags, metal products, pinecones, waste food products, cardboard, paper products, tools, diapers, personal hygiene, and other miscellaneous trash.
TECHNICAL SPECIFICATIONS
EQUIPMENT
All equipment will be operational for the duration of the agreement. The Contractor shall be licensed within the State of Arizona, and will furnish all toilet pumping equipment, tank truck
(a truck that can reverse the suction process and create a pressure force is preferred so that the inevitable clogged lines can be more easily cleaned), water truck (with pressure washer attachment), tools, approved disinfectant, and other equipment and supplies necessary to perform work in accordance with these specifications. At least a four-inch (minimum size) suction hose and attachment coupling shall be utilized to accomplish all pumping requirements. The length of hose must be long enough to accomplish the required pumping. Some toilets may require long sections of hose.
A pressure washer system is required to wash the side and end walls of the vault after pumping and may be necessary to dilute solidified waste in the bottom of a flat bottomed vault and to wash the last portion of waste down a sloped bottomed vault.
Some suggested tools are: Two 6-foot long clam rakes with 6-inch long tines (the tines shall be completely dulled or rounded on the ends to prevent the tines from injuring the pumper or his/her helpers and from puncturing any rubber or synthetic liners that may be present in the miscellaneous debris, tools designed for cleaning up the spilled waste, and containers to mix the cleaning and disinfecting solutions in.
Water drafting equipment (if necessary to get
Continued ...
NSN 7540-01-152-8067 OPTIONAL FORM 336 (4-86)
5 22
CONTINUATION SHEET
REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGE OF
(A) (B) (C) (D) (E) (F)
127EAU21Q0038
water from a lake, pond, or stream) shall consist of pumps, tanks, hoses, etc. and shall be completely separate from toilet waste pumping and hauling equipment. A screen mesh cover is needed on the draft line to effectively prevent entry of any immature fish into the intake. The CO shall approve all sites used for drafting water.
All disinfecting solutions shall be approved by the CO. Bio-preferred disinfecting solution is required for use. An example of USDA approved product can be found on the following website:
http://www.ecosproline.com/products/specialty-clea ner/toilet-cleaner
All equipment shall be maintained in full accordance with any local, State, and County
Regulations.
PUMPING PROCEDURES WHEN AN OUTSIDE VAULT COVER IS
AVAILABLE
As long as the outside pump out access is in excess of 20 inches in diameter (or 20 inches square), the Contractor shall not be allowed to remove the vault contents through the toilet riser. After removing the outside vault cover, use the clam rakes or long handled grabber to remove as much of the debris as possible before trying to pump out the waste. This procedure will help stir up the contents of the vault and break up the dense concentration of waste typically located just under the toilet riser (the impact zone). By removing most or all of the debris before pumping, the Contractor will find that the
4-inch hose will not clog so often and the liquid portion of the contents will not be removed before the thicker solids are removed.
All debris removed from the vault shall be placed into a leak proof container so that no contamination to the surrounding ground will result.
If the bottom of the vault is flat, then the waste shall be removed down to within 4-5 inches
Continued ...
NSN 7540-01-152-8067 OPTIONAL FORM 336 (4-86)
6 22
CONTINUATION SHEET
REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGE OF
(A) (B) (C) (D) (E) (F)
127EAU21Q0038
of the bottom. At this point, the 4 inch hose will begin to suck air (vortexing) and further removal will be slow. At this time, remove any further debris that was not removed during the initial raking and removal.
Using a pressure washer system, wash down the interior walls of the vault before the clinging debris has a chance to dry. If at this time there is a heavy concentration of solids on the bottom of the vault, use the pressure washer system to break up and dilute the solids and then pump this diluted waste down again to the 4-5 inch level.
Compacting the waste material in the bottom of the vault to obtain the 4-5 inch depth shall not be allowed.
The flat-bottomed vault shall now be recharged with enough water to bring the depth of water up to 10 inches.
If the bottom of the vault is sloped (new vaults should be sloped a minimum of 1 inch per foot), then pump the waste down (at the deep end) to where the hose begins to suck sir. Remove any remaining debris and then go inside the building with the pressure washer system and wash the remaining waste down the sloped bottom. Wash down the vault walls from inside the building or from the outside vault cover, whichever is easier.
Now pump out the remaining waste and the water that was just added by the pressure washer until the suction hose begins to suck too much air to make further pumping practical.
Recharge the vault with clean fresh water so that there is 10 inches of water covering the bottom of the vault under the toilet riser.
There may be a rare occasion that Government may request that a particular vault toilet be pumped dry and sanitized for repairs. The COR will notify the contractor if a particular vault toilet is to be pumped dry and sanitized.
Clean up and disinfect all contaminated areas resulting from the pumping process. Either sweep or wash all waste that is deposited on the
Continued ...
NSN 7540-01-152-8067 OPTIONAL FORM 336 (4-86)
7 22
CONTINUATION SHEET
REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGE OF
(A) (B) (C) (D) (E) (F)
127EAU21Q0038
concrete surrounding the vault cover, back into the vault if possible. The waste that runs off the edge of the concrete, onto the dirt or into the gravel edge, will be an attractant for flies, a potential health risk and an odor problem. This problem should be avoided.
Clean thoroughly around the vault cover gasket area and replace the vault cover. The vault cover
MUST fit with an airtight seal so that the venting process of the vault toilet is not interfered with. If there is not an airtight seal, the Contractor shall notify the CO.
PUMPING THROUGH THE TOILET RISER WHEN THERE IS NO
OUTSIDE VAULT COVER
The Contractor shall remove the toilet riser prior to pumping or removing debris. The
Contractor shall not remove debris or pump through the toilet riser without removing the riser.
Remove the debris and pump in accordance with B.
above. Extra care shall be taken to prevent waste spillage onto the interior floor and wall surface while removing debris and during pumping. The toilet paper dispenser and toilet riser shall be protected from damage and the toilet paper shall be covered with a waterproof material prior to removing debris or pumping, in order to prevent the paper from getting contaminated.
During the final cleanup, the interior floor surface and any wall surface that was contaminated by waste shall be thoroughly disinfected. Again, every effort shall be made to sweep or wash the spilled waste back into the vault. The Contractor shall not allow the spilled waste to be washed or swept out through the front door because the waste will collect at the edge of the concrete and the dirt (or gravel) and will become an attractant for flies, a possible health risk for barefoot persons and an odor problem.
Thoroughly wash and disinfect both the inside and outside of the toilet riser, seat and lid before
Continued ...
NSN 7540-01-152-8067 OPTIONAL FORM 336 (4-86)
8 22
CONTINUATION SHEET
REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGE OF
(A) (B) (C) (D) (E) (F)
127EAU21Q0038
replacing the riser. The toilet riser and seat shall be dry before the Contractor leaves the work site. Remove the waterproof covering that was protecting the toilet paper and make sure the paper did not get contaminated. If the paper did get contaminated, the Contractor shall notify the
COR. The door handles or knobs shall also be disinfected and dry before the contractor leaves the job site.
Each unit shall be available for immediate use after the pumping and final cleanup. The
Contractor shall not leave any toilet location until final cleanup is accomplished.
There may be a rare occasion that Government may request that a particular vault toilet be pumped dry and sanitized for repairs. The COR will notify the contractor if a particular vault toilet is to be pumped dry and sanitized.
OFFSITE DISPOSAL OF SEWAGE AND DEBRIS
The Contractor shall be responsible for making disposal arrangements including disposal of all effluent, debris, trash, and payments of all fees.
¿ Disposal shall conform to all Federal, State, and local laws and ordinances.
¿ The Contractor shall be responsible to prevent spillage and to haul all waste material (sewage and debris) in watertight containers.
¿ Handling of all waste material shall be in accordance with all applicable health and hazard regulations.
INSPECTING THE VAULT TANK AFTER SERVICES ARE
COMPLETE
Inspect the vault tank for any damage that may lead to leakage or water infiltration. If possible take a digital photo of tank or liner has damage from movement or cracking and send to
COR or CO.
Continued ...
NSN 7540-01-152-8067 OPTIONAL FORM 336 (4-86)
9 22
CONTINUATION SHEET
REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGE OF
(A) (B) (C) (D) (E) (F)
127EAU21Q0038
Period of Performance: 06/30/2021 to 07/01/2026
0001 Toilet pumping
NSN 7540-01-152-8067 OPTIONAL FORM 336 (4-86)
SECTION D – CONTRACT DOCUMENTS, EXHIBITS OR ATTACHMENTS
D1.0. GENERAL: USDA-FS Apache-Sitgreaves National Forests has a requirement in the Recreation Program to pump waste from vault toilet tanks, remove debris from tanks, disinfect (tanks, riser, seat), disinfect/clean affected floors and walls, and the proper disposal of sewage and debris as required by Federal, State, and Local laws.
LOCATION AND DESCRIPTION
The Apache Sitgreaves National Forests (ASNF) is located in east-central Arizona approximately 200 miles northeast of Phoenix, Arizona. The Apache portion of A-SNF stretches from Springerville in north to Clifton in the south within both Apache and Greenlee counties.
SCHEDULING OF WORK
The Contracting Officer (CO) or Contracting Officer’s Representative (COR) shall notify the Contractor of the required facilities that need servicing and place an order against an established Call. A map of the locations of vault toilets to be pumped will provided along with an AD-700 listing the locations. This initial notification may be sent to the contractor by email, fax, or other means. Within a reasonable time frame (unless it is deemed emergency), the Contractor shall provide the service (24-72 hours) of the initial notification. The Contractor shall notify the COR at the appropriate District that the services were completed. Normal servicing shall not take place on a weekend unless requested as emergency by the CO.
Any order placed against an established Call, shall use the technical specifications and pumping procedures, contained herein, as the requirements Contractor shall meet when performing services.
PERIOD OF PERFORMANCE
The period of performance shall be date of award through May 31, 2021 for the base year. There are two (one-year) option periods that the government may choose before May 31st each year.
LIABILITY/RESPONSIBILITY
The Government assumes no liability or responsibility for the performance of these services. The Offeror shall maintain all licenses, permits, and insurance coverage necessary to perform these services.
EXTENT OF OBLIGATION
Federal Government is obligated only to the extent of authorized purchases actually made under the Blanket Purchase Agreement (BPA). The maximum limitation of this BPA is the Simplified Acquisition Threshold (SAT), for which the Government shall not exceed $250,000 total over the base year and any option years. There is no minimum guarantee under this BPA for which the Government is required to place orders. There is no expectation that the Government will reach the maximum limitation.
D2.0 DEFINITIONS:
D2.1. Sewage: liquid, semi-liquid, and solid waste matter.
D2.2. Debris: Any other refuse found in vault toilets, that may include but not limited to items such as cans, bottles, rocks, sticks, logs, animal parts, clothing, plastic bags, metal products, pinecones, waste food products, cardboard, paper products, tools, diapers, personal hygiene, and other miscellaneous trash.
D3.0 TECHNICAL SPECIFICATIONS
D3.1 EQUIPMENT
All equipment will be operational for the duration of the agreement. The Contractor shall be licensed within the State of Arizona, and will furnish all toilet pumping equipment, tank truck (a truck that can reverse the suction process and create a pressure force is preferred so that the inevitable clogged lines can be more easily cleaned), water truck (with pressure washer attachment), tools, approved disinfectant, and other equipment and supplies necessary to perform work in accordance with these specifications. At least a four-inch (minimum size) suction hose and attachment coupling shall be utilized to accomplish all pumping requirements. The length of hose must be long enough to accomplish the required pumping. Some toilets may require long sections of hose.
A pressure washer system is required to wash the side and end walls of the vault after pumping and may be necessary to dilute solidified waste in the bottom of a flat bottomed vault and to wash the last portion of waste down a sloped bottomed vault.
Some suggested tools are: Two 6-foot long clam rakes with 6-inch long tines (the tines shall be completely dulled or rounded on the ends to prevent the tines from injuring the pumper or his/her helpers and from puncturing any rubber or synthetic liners that may be present in the miscellaneous debris, tools designed for cleaning up the spilled waste, and containers to mix the cleaning and disinfecting solutions in.
Water drafting equipment (if necessary to get water from a lake, pond, or stream) shall consist of pumps, tanks, hoses, etc. and shall be completely separate from toilet waste pumping and hauling equipment. A screen mesh cover is needed on the draft line to effectively prevent entry of any immature fish into the intake. The CO shall approve all sites used for drafting water.
All disinfecting solutions shall be approved by the CO. Bio-preferred disinfecting solution is required for use. An example of USDA approved product can be found on the following website:
http://www.ecosproline.com/index.php/specialty-cleaner/toilet-cleaner
All equipment shall be maintained in full accordance with any local, State, and County Regulations.
D3.2 PUMPING PROCEDURES WHEN AN OUTSIDE VAULT COVER IS AVAILABLE
As long as the outside pump out access is in excess of 20 inches in diameter (or 20 inches square), the Contractor shall not be allowed to remove the vault contents through the toilet riser. After removing the outside vault cover, use the clam rakes or long handled grabber to remove as much of the debris as possible before trying to pump out the waste. This procedure will help stir up the contents of the vault and break up the dense concentration of waste typically located just under the toilet riser (the impact zone). By removing most or all of the debris before pumping, the Contractor will find that the 4-inch hose will not clog so often and the liquid portion of the contents will not be removed before the thicker solids are removed.
All debris removed from the vault shall be placed into a leak proof container so that no contamination to the surrounding ground will result.
If the bottom of the vault is flat, then the waste shall be removed down to within 4-5 inches of the bottom. At this point, the 4 inch hose will begin to suck air (vortexing) and further removal will be slow. At this time, remove any further debris that was not removed during the initial raking and removal.
Using a pressure washer system, wash down the interior walls of the vault before the clinging debris has a chance to dry. If at this time there is a heavy concentration of solids on the bottom of the vault, use the pressure washer system to break up and dilute the solids and then pump this diluted waste down again to the 4-5 inch level.
Compacting the waste material in the bottom of the vault to obtain the 4-5 inch depth shall not be allowed.
The flat-bottomed vault shall now be recharged with enough water to bring the depth of water up to 10 inches.
If the bottom of the vault is sloped (new vaults should be sloped a minimum of 1 inch per foot), then pump the waste down (at the deep end) to where the hose begins to suck sir. Remove any remaining debris and then go http://www.ecosproline.com/index.php/specialty-cleaner/toilet-cleaner inside the building with the pressure washer system and wash the remaining waste down the sloped bottom.
Wash down the vault walls from inside the building or from the outside vault cover, whichever is easier. Now pump out the remaining waste and the water that was just added by the pressure washer until the suction hose begins to suck too much air to make further pumping practical.
Recharge the vault with clean fresh water so that there is 10 inches of water covering the bottom of the vault under the toilet riser.
There may be a rare occasion that Government may request that a particular vault toilet be pumped dry and sanitized for repairs. The COR will notify the contractor if a particular vault toilet is to be pumped dry and sanitized.
Clean up and disinfect all contaminated areas resulting from the pumping process. Either sweep or wash all waste that is deposited on the concrete surrounding the vault cover, back into the vault if possible. The waste that runs off the edge of the concrete, onto the dirt or into the gravel edge, will be an attractant for flies, a potential health risk and an odor problem. This problem should be avoided.
Clean thoroughly around the vault cover gasket area and replace the vault cover. The vault cover MUST fit with an airtight seal so that the venting process of the vault toilet is not interfered with. If there is not an airtight seal, the Contractor shall notify the CO.
D3.3 PUMPING THROUGH THE TOILET RISER WHEN THERE IS NO OUTSIDE VAULT COVER
The Contractor shall remove the toilet riser prior to pumping or removing debris. The Contractor shall not remove debris or pump through the toilet riser without removing the riser.
Remove the debris and pump in accordance with B. above. Extra care shall be taken to prevent waste spillage onto the interior floor and wall surface while removing debris and during pumping. The toilet paper dispenser and toilet riser shall be protected from damage and the toilet paper shall be covered with a waterproof material prior to removing debris or pumping, in order to prevent the paper from getting contaminated.
During the final cleanup, the interior floor surface and any wall surface that was contaminated by waste shall be thoroughly disinfected. Again, every effort shall be made to sweep or wash the spilled waste back into the vault.
The Contractor shall not allow the spilled waste to be washed or swept out through the front door because the waste will collect at the edge of the concrete and the dirt (or gravel) and will become an attractant for flies, a possible health risk for barefoot persons and an odor problem.
Thoroughly wash and disinfect both the inside and outside of the toilet riser, seat and lid before replacing the riser.
The toilet riser and seat shall be dry before the Contractor leaves the work site. Remove the waterproof covering that was protecting the toilet paper and make sure the paper did not get contaminated. If the paper did get contaminated, the Contractor shall notify the COR. The door handles or knobs shall also be disinfected and dry before the contractor leaves the job site.
Each unit shall be available for immediate use after the pumping and final cleanup. The Contractor shall not leave any toilet location until final cleanup is accomplished.
There may be a rare occasion that Government may request that a particular vault toilet be pumped dry and sanitized for repairs. The COR will notify the contractor if a particular vault toilet is to be pumped dry and sanitized.
D3.4 OFFSITE DISPOSAL OF SEWAGE AND DEBRIS
The Contractor shall be responsible for making disposal arrangements including disposal of all effluent, debris, trash, and payments of all fees.
• Disposal shall conform to all Federal, State, and local laws and ordinances.
• The Contractor shall be responsible to prevent spillage and to haul all waste material (sewage and debris) in watertight containers.
• Handling of all waste material shall be in accordance with all applicable health and hazard regulations.
D3.5 INSPECTING THE VAULT TANK AFTER SERVICES ARE COMPLETE
Inspect the vault tank for any damage that may lead to leakage or water infiltration. If possible take a digital photo of tank or liner has damage from movement or cracking and send to COR or CO.
ITEM
NUMBER Springerville Ranger District – Vault Toilets $/Gal EST QTY
0001 Nelson Reservoir South – State Highway 180/191 1 0002 Nelson Reservoir North – State Highway 180-191 1 0003 Saffel Canyon OHV Trailhead – Forest Road 74 1 0004 Water Canyon Trailhead – Forest Road 285 1 0005 Point of the Mountain Scenic Overlook – State Highway 261 1 0006 South Fork Day Use Area – Forest Road 560 1 0007 Squirrel Spring Day Use Area - State Highway 373 1 0008 Bunch Reservoir (Greer Lakes) - State Highway 373 1 0009 Tunnel Reservoir (Greer Lakes) - State Highway 373 1 0010 River Reservoir North (Greer Lakes) - State Highway 373 1 0011 River Reservoir South (Greer Lakes) - Apache County Road 1126 1 0012 Government Spring Day Use Area - Forest Road 575 1 0013 Pole Knoll Trailhead - State Highway 260 1 0014 Railroad Grade Trailhead - State Highway 260 1 0015 Sunrise Trailhead - State Highway 273 1 0016 West Baldy Trailhead - State Highway 273 1 0017 Lee Valley Reservoir - Forest Road 113F 1 0018 Gabaldon Campground - State Highway 273 1 0019 Lightning Ridge Trailhead - Forest Road 116 1 0020 Crescent Lake Reservoir North - State Highway 273 1 0021 Crescent Lake Reservoir Point - State Highway 273 1 0022 Crescent Lake Reservoir West - State Highway 273 1 0023 Crescent Lake Reservoir South - State Highway 273 1 0024 North Shore Day Use Area (Big Lake) - Forest Road 113A1 1 0025 South Cove Boat Launch (Big Lake) - Forest Road 249F1 1 0026 Railroad Cove Boat Launch (Big Lake) Forest Road 249G 1 0027 Green's Peak Lookout - Forest Road 61C 1
ITEM
NUMBER Alpine Ranger District – Vault Toilets $/Gal EST QTY
0028 Hulsey Lake - State Highway 8056 1 0029 Toboggan Hill Sledding Area - Forest Road 249 1
SCHEDULE OF ITEMS
Apache-Sitgreaves NFs / Apache Zone / Recreation
PROJECT TITLE: 2540 D1D6 REC Toilet Pumping Apache
WORKPLAN ACQUISITION PLAN NO: 572270
SCHEDULE OF ITEMS
Period of Performance Base Year: Award Date – 05/31/2022
0030 Williams Valley Snowmobile Trailhead - Forest Road 249 1 0031 Luna Lake Marina - State Highway 180 1 0032 Luna Lake Boat Launch - State Highway 180 1 0033 Hannagan Snowmobile Trailhead - State Highway 191 1 0034 Foote Creek/Steeple Trailhead State Highway 191 1 0035 Hannagan Campground - State Highway 191 1 0036 Aker Lake Trailhead - State Highway 191 1 0037 KP Rim Trailhead - State Highway 191 1 0038 KP Cienega Campground - State Highway 191 1 0039 Blue Vista Scenic Overlook - State Highway 191 1 0040 Upper Blue Campground - Greenlee County Road 67004 1 0041 Blue Crossing Campground - Forest Road 567N 1 0042 West Fork Dispersed Camping Area - Forest Road 68A 1
ITEM
NUMBER Springerville Ranger District – Vault Toilets $/Gal EST QTY
1001 Nelson Reservoir South – State Highway 180/191 1 1002 Nelson Reservoir North – State Highway 180-191 1 1003 Saffel Canyon OHV Trailhead – Forest Road 74 1 1004 Water Canyon Trailhead – Forest Road 285 1 1005 Point of the Mountain Scenic Overlook – State Highway 261 1 1006 South Fork Day Use Area – Forest Road 560 1 1007 Squirrel Spring Day Use Area - State Highway 373 1 1008 Bunch Reservoir (Greer Lakes) - State Highway 373 1 1009 Tunnel Reservoir (Greer Lakes) - State Highway 373 1 1010 River Reservoir North (Greer Lakes) - State Highway 373 1 1011 River Reservoir South (Greer Lakes) - Apache County Road 1126 1 1012 Government Spring Day Use Area - Forest Road 575 1 1013 Pole Knoll Trailhead - State Highway 260 1 1014 Railroad Grade Trailhead - State Highway 260 1 1015 Sunrise Trailhead - State Highway 273 1 1016 West Baldy Trailhead - State Highway 273 1 1017 Lee Valley Reservoir - Forest Road 113F 1 1018 Gabaldon Campground - State Highway 273 1 1019 Lightning Ridge Trailhead - Forest Road 116 1 1020 Crescent Lake Reservoir North - State Highway 273 1 1021 Crescent Lake Reservoir Point - State Highway 273 1 1022 Crescent Lake Reservoir West - State Highway 273 1 1023 Crescent Lake Reservoir South - State Highway 273 1 1024 North Shore Day Use Area (Big Lake) - Forest Road 113A1 1 1025 South Cove Boat Launch (Big Lake) - Forest Road 249F1 1 1026 Railroad Cove Boat Launch (Big Lake) Forest Road 249G 1 1027 Green's Peak Lookout - Forest Road 61C 1
Period of Performance Option Year 1: 06/01/2022 – 05/31/2023
NUMBER Alpine Ranger District – Vault Toilets $/Gal EST QTY
1028 Hulsey Lake - State Highway 8056 1 1029 Toboggan Hill Sledding Area - Forest Road 249 1 1030 Williams Valley Snowmobile Trailhead - Forest Road 249 1 1031 Luna Lake Marina - State Highway 180 1 1032 Luna Lake Boat Launch - State Highway 180 1 1033 Hannagan Snowmobile Trailhead - State Highway 191 1 1034 Foote Creek/Steeple Trailhead State Highway 191 1 1035 Hannagan Campground - State Highway 191 1 1036 Aker Lake Trailhead - State Highway 191 1 1037 KP Rim Trailhead - State Highway 191 1 1038 KP Cienega Campground - State Highway 191 1 1039 Blue Vista Scenic Overlook - State Highway 191 1 1040 Upper Blue Campground - Greenlee County Road 67004 1 1041 Blue Crossing Campground - Forest Road 567N 1 1042 West Fork Dispersed Camping Area - Forest Road 68A 1
Period of Performance Option Year 2: 06/01/2023 – 05/31/2024
Scott Reservoir
Los Burros Campground
R22E
R23E
R23E R24E
R22E R24E
T1 0N
T9 N T9
N T1
0N
T8 N T8 N
Toilet Locations Lakeside Ranger District Apache-Sitgreaves NFs Map 2 of 2 Scott Reservoir Los Burros Campground
0 2.5 51.25 Miles
PKleintylor Date: 6/12/2014 Document Path: \\ds.fs.fed.us\EFS\FS\NFS\ApacheSitgreaves\Program\2300Recreation\GIS\LKS\General\PKleinTaylor\MapProduct\ToiletPumpingContract_8x11_20140612.mxd
NAD83
UTM12N
GENERAL: USDA-FS Apache-Sitgreaves National Forests has a requirement in the Recreation Program to pump waste from vault toilet tanks, remove debris from tanks, disinfect (tanks, riser, seat), disinfect/clean affected floors and walls, and the proper disposal of sewage and debris as required by Federal, State, and Local laws.
LOCATION AND DESCRIPTION
The Apache Sitgreaves National Forests (ASNF) is located in east-central Arizona approximately 200 miles northeast of Phoenix, Arizona. The Sitgreaves Zone of A-SNF stretches from the western Apache County line to AZ 260 at the top of the Mogolllon Rim in Coconino County.
SCHEDULING OF WORK
The Contracting Officer (CO) or Contracting Officer’s Representative (COR) shall notify the Contractor of the required facilities that need servicing and place an order against an established Call. A map of the locations of vault toilets to be pumped will be provided along with an AD-700 listing the locations. This initial notification may be sent to the contractor by email, fax, or other means. Within a reasonable time frame (unless it is deemed emergency), the Contractor shall provide the service (24-72 hours) of the initial notification. The Contractor shall notify the COR at the appropriate District that the services were completed. Normal servicing shall not take place on a weekend unless requested as emergency by the CO.
Any order placed against an established Call, shall use the technical specifications and pumping procedures, contained herein, as the requirements Contractor shall meet when performing services.
PERIOD OF PERFORMANCE
The period of performance shall be date of award through May 31, 2022 for the base year. There are four (one-year) option periods that the government may choose before May 31st each year.
LIABILITY/RESPONSIBILITY
The Government assumes no liability or responsibility for the performance of these services. The Offeror shall maintain all licenses, permits, and insurance coverage necessary to perform these services.
EXTENT OF OBLIGATION
Federal Government is obligated only to the extent of authorized purchases actually made under the Blanket Purchase Agreement (BPA). The maximum limitation of this BPA is the Simplified Acquisition Threshold (SAT), for which the Government shall not exceed $250,000 total over the base year and any option years. There is no minimum guarantee under this BPA for which the Government is required to place orders. There is no expectation that the Government will reach the maximum limitation.
DEFINITIONS:
Sewage: liquid, semi-liquid, and solid waste matter.
Debris: Any other refuse found in vault toilets, that may include but not limited to items such as cans, bottles, rocks, sticks, logs, animal parts, clothing, plastic bags, metal products, pinecones, waste food products, cardboard, paper products, tools, diapers, personal hygiene, and other miscellaneous trash.
TECHNICAL SPECIFICATIONS
EQUIPMENT
All equipment will be operational for the duration of the agreement. The Contractor shall be licensed within the State of Arizona, and will furnish all toilet pumping equipment, tank truck (a truck that can reverse the suction process and create a pressure force is preferred so that the inevitable clogged lines can be more easily cleaned), water truck (with pressure washer attachment), tools, approved disinfectant, and other equipment and supplies necessary to perform work in accordance with these specifications. At least a four-inch (minimum size) suction hose and attachment coupling shall be utilized to accomplish all pumping requirements. The length of hose must be long enough to accomplish the required pumping. Some toilets may require long sections of hose.
A pressure washer system is required to wash the side and end walls of the vault after pumping and may be necessary to dilute solidified waste in the bottom of a flat bottomed vault and to wash the last portion of waste down a sloped bottomed vault.
Some suggested tools are: Two 6-foot long clam rakes with 6-inch long tines (the tines shall be completely dulled or rounded on the ends to prevent the tines from injuring the pumper or his/her helpers and from puncturing any rubber or synthetic liners that may be present in the miscellaneous debris, tools designed for cleaning up the spilled waste, and containers to mix the cleaning and disinfecting solutions in.
Water drafting equipment (if necessary to get water from a lake, pond, or stream) shall consist of pumps, tanks, hoses, etc. and shall be completely separate from toilet waste pumping and hauling equipment. A screen mesh cover is needed on the draft line to effectively prevent entry of any immature fish into the intake. The CO shall approve all sites used for drafting water.
All disinfecting solutions shall be approved by the CO. Bio-preferred disinfecting solution is required for use. An example of USDA approved product can be found on the following website:
http://www.ecosproline.com/products/specialty-cleaner/toilet-cleaner
All equipment shall be maintained in full accordance with any local, State, and County Regulations.
PUMPING PROCEDURES WHEN AN OUTSIDE VAULT COVER IS AVAILABLE
As long as the outside pump out access is in excess of 20 inches in diameter (or 20 inches square), the Contractor shall not be allowed to remove the vault contents through the toilet riser. After removing the outside vault cover, use the clam rakes or long handled grabber to remove as much of the debris as possible before trying to pump out the waste. This procedure will help stir up the contents of the vault and break up the dense concentration of waste typically located just under the toilet riser (the impact zone). By removing most or all of the debris before pumping, the Contractor will find that the 4-inch hose will not clog so often and the liquid portion of the contents will not be removed before the thicker solids are removed.
All debris removed from the vault shall be placed into a leak proof container so that no contamination to the surrounding ground will result.
If the bottom of the vault is flat, then the waste shall be removed down to within 4-5 inches of the bottom. At this point, the 4 inch hose will begin to suck air (vortexing) and further removal will be slow. At this time, remove any further debris that was not removed during the initial raking and removal.
Using a pressure washer system, wash down the interior walls of the vault before the clinging debris has a chance to dry. If at this time there is a heavy concentration of solids on the bottom of the vault, use the pressure washer system to break up and dilute the solids and then pump this diluted waste down again to the 4-5 inch level.
Compacting the waste material in the bottom of the vault to obtain the 4-5 inch depth shall not be allowed.
The flat-bottomed vault shall now be recharged with enough water to bring the depth of water up to 10 inches.
If the bottom of the vault is sloped (new vaults should be sloped a minimum of 1 inch per foot), then pump the waste down (at the deep end) to where the hose begins to suck sir. Remove any remaining debris and then go inside the building with the pressure washer system and wash the remaining waste down the sloped bottom.
Wash down the vault walls from inside the building or from the outside vault cover, whichever is easier. Now pump out the remaining waste and the water that was just added by the pressure washer until the suction hose begins to suck too much air to make further pumping practical.
http://www.ecosproline.com/index.php/specialty-cleaner/toilet-cleaner
Recharge the vault with clean fresh water so that there is 10 inches of water covering the bottom of the vault under the toilet riser.
There may be a rare occasion that Government may request that a particular vault toilet be pumped dry and sanitized for repairs. The COR will notify the contractor if a particular vault toilet is to be pumped dry and sanitized.
Clean up and disinfect all contaminated areas resulting from the pumping process. Either sweep or wash all waste that is deposited on the concrete surrounding the vault cover, back into the vault if possible. The waste that runs off the edge of the concrete, onto the dirt or into the gravel edge, will be an attractant for flies, a potential health risk and an odor problem. This problem should be avoided.
Clean thoroughly around the vault cover gasket area and replace the vault cover. The vault cover MUST fit with an airtight seal so that the venting process of the vault toilet is not interfered with. If there is not an airtight seal, the Contractor shall notify the CO.
PUMPING THROUGH THE TOILET RISER WHEN THERE IS NO OUTSIDE VAULT COVER
The Contractor shall remove the toilet riser prior to pumping or removing debris. The Contractor shall not remove debris or pump through the toilet riser without removing the riser.
Remove the debris and pump in accordance with B. above. Extra care shall be taken to prevent waste spillage onto the interior floor and wall surface while removing debris and during pumping. The toilet paper dispenser and toilet riser shall be protected from damage and the toilet paper shall be covered with a waterproof material prior to removing debris or pumping, in order to prevent the paper from getting contaminated.
During the final cleanup, the interior floor surface and any wall surface that was contaminated by waste shall be thoroughly disinfected. Again, every effort shall be made to sweep or wash the spilled waste back into the vault.
The Contractor shall not allow the spilled waste to be washed or swept out through the front door because the waste will collect at the edge of the concrete and the dirt (or gravel) and will become an attractant for flies, a possible health risk for barefoot persons and an odor problem.
Thoroughly wash and disinfect both the inside and outside of the toilet riser, seat and lid before replacing the riser.
The toilet riser and seat shall be dry before the Contractor leaves the work site. Remove the waterproof covering that was protecting the toilet paper and make sure the paper did not get contaminated. If the paper did get contaminated, the Contractor shall notify the COR. The door handles or knobs shall also be disinfected and dry before the contractor leaves the job site.
Each unit shall be available for immediate use after the pumping and final cleanup. The Contractor shall not leave any toilet location until final cleanup is accomplished.
There may be a rare occasion that Government may request that a particular vault toilet be pumped dry and sanitized for repairs. The COR will notify the contractor if a particular vault toilet is to be pumped dry and sanitized.
OFFSITE DISPOSAL OF SEWAGE AND DEBRIS
The Contractor shall be responsible for making disposal arrangements including disposal of all effluent, debris, trash, and payments of all fees.
• Disposal shall conform to all Federal, State, and local laws and ordinances.
• The Contractor shall be responsible to prevent spillage and to haul all waste material (sewage and debris) in watertight containers.
• Handling of all waste material shall be in accordance with all applicable health and hazard regulations.
INSPECTING THE VAULT TANK AFTER SERVICES ARE COMPLETE
Inspect the vault tank for any damage that may lead to leakage or water infiltration. If possible take a digital photo of tank or liner has damage from movement or cracking and send to COR or CO.
!_ Lewis Canyon Campground
R20E
R21E R22E
R21E R22E T1
0N T1 0N
T1 1N
T9 N
T1 1N
Toilet Locations Lakeside Ranger District Apache-Sitgreaves NFs Map 1 of 2 Lewis Canyon Campground
0 2.5 51.25 Miles
PKleintylor Date: 6/12/2014 Document Path: \\ds.fs.fed.us\EFS\FS\NFS\ApacheSitgreaves\Program\2300Recreation\GIS\LKS\General\PKleinTaylor\MapProduct\ToiletPumpingContract_8x11_20140612.mxd
NAD83
UTM12N
"J "J"J
"J
"J
"J
"J
"J
"J
"J
"J
"J
"J
"J
"J
"J
"J
Blue Vista Overlook Strayhorse
CampgroundRaspberry Trailhead
Black Jack Group
Campground
Honeymoon Campground
Hagen Turnaround Day Use Area
Sardine Saddle Family Picnic
Rose Peak
Black Jack Campground
Granville Campground
Coal Creek Campground
Sheep Saddle Trailhead
Lower Juan Miller Campground
Eagle Divide Day Use Area
HL Saddle Picnic Area
Red Mtn Overlook
Three Way USGS The National Map: National Boundaries Dataset, 3DEP Elevation Program, Geographic Names Information System, National Hydrography Dataset, National Land Cover Database, National Structures Dataset, and National Transportation Dataset; USGS Global Ecosystems; U.S. Census Bureau TIGER/Line data; USFS Road Data; Natural Earth Data; U.S.
Department of State Humanitarian Information Unit; and NOAA National Centers for Environmental Information, U.S. Coastal Relief Model. Data refreshed May, 2020.
Clifton Ranger District Vault Toilet Locations
¯ 0 2.5 5 7.5 101.25 Miles
NUMBER Black Mesa Ranger District – Vault Toilets $/Gal
0001 Chevelon Crossing Campground - Forest Road 169/504 0002 Chevelon Canyon Lake Campground - Forest Road 169B 0003 Bear Canyon Lake Campground: Bear Canyon East - Forest Road 89 0004 Bear Canyon Lake Campground: Bear Canyon Middle - Forest Road 89 0005 Bear Canyon Lake Campground: Bear Canyon West - Forest Road 89 0006 FR9350 Campground - Forest Road 9350 0007 Wood Canyon Lake (?)
0008 Rim Top Trailhead - Forest Road 300 0009 Mogollon Rim Visitors Center - State Hwy 260 0010 Willow Springs East Side - Forest Road 149 0011 Willow Springs Picnic - Forest Road 149 0012 Willow Springs Boat Ramp - Forest Road 149 0013 Larson Ridge Trailhead - Forest Road 237 0014 Black Canyon Lake Fishing & Boating Site - Forest Road 86B
ITEM
NUMBER Lakeside Ranger District – Vault Toilets $/Gal
0015 Lewis Canyon Group Campground - Forest…
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. Updated .