SF-30_and_Attachments_-_Amendment_0002.pdf
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- Tule Lake Road Improvement Phase 2 Federal contract opportunity
- Solicitation number
- R17PS00593
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Amendment 0002
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| File | Type | Posted |
|---|---|---|
| R17PS00201_Abstract_of_Offers.pdf | ||
| R17PS00593-Amendment_0003.pdf | ||
| R17PS00593_Amendment_0001.pdf | ||
| IFB_R17PS00593_Tule_Lake_Road_Improvement_Phase_2.pdf |
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Amendment 0002 - Solicitation No. R17PS00593 Tule Lake Road Improvement, Phase 2
Schedule
B - 1
CONTINUATION OF
SECTION B – SUPPLIES OR SERVICES AND PRICES
B.1 PRICE SCHEDULE
(a) Offers will be considered for award on the following Price Schedule, but no offer will be considered for award on only a part of the Price Schedule.
(b) Offers are subject to the terms and conditions of this solicitation.
(c) Price Schedule – Consist of both lump sum and estimated quantities. Estimated quantity line items (2, 3, 4 and 5) will be used for measurement and payment for those items. See the appropriate measurement and payment sections of the specification. The estimated quantity line items shall be paid in accordance with FAR Clause 52.211-18 Variation in Estimated Quantities.
(d) See the contract clause at WBR 1452.232-81, Payment for Mobilization and Preparatory Work, for CLIN 1.
(e) Definitions:
(1) CLIN – Contract Line Item Number.
(2) AU- Activity Unit: AU – Activity Unit is used solely for the purposes of allowing progress payments under the Department of Interior’s Financial & Business Management System (FBMS). This line represents the total value for the pricing proposal.
PRICE SCHEDULE
CLIN Section Supplies or Services Quantity and Unit
Unit Price Amount
1 WBR
1452.232-
Mobilization and Preparatory Work
Lump Sum $________
2 31 02 30 Dust Palliative Application 44,000 yd2 $_______ $________
3 31 02 30 Dust Palliative Material 120.1 tons $_______ $________
4 32 15 10 Gravel Surfacing - ¾”-0” Aggregate
17,887 tons $_______ $________
5 32 15 10 Gravel Surfacing - 4”-0” Aggregate
18,585 tons $_______ $________
PROPOSED PRICE FOR PHASE 2 $___________________
END OF SECTION
Amendment 0002 - Solicitation No. R17PS00593
Schedule
B - 2
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Amendment 0002-Solicitation No. R17PS00593
SECTION 31 02 30
DUST PALLIATIVE
PART 1 GENERAL
1.01 MEASUREMENT AND PAYMENT
A. Dust Palliative Application:
1. Measurement: The quantities of dust palliative treatment will be measured on the area basis, measured along the lines and grades of the area actually treated.
a. Approximate extents of treatment are as shown in the Project drawings - length of road to be treated with dust palliative is 3.75 Miles (See Sheet 3 of 4 & 4 of 4).
2. Payment: Square yard price offered in the schedule
B. Dust Palliative Material
1. Measurement: The quantities of dust palliative treatment material measured on the dry weight basis. Packaged materials will be accepted at the net weight shown by the manufacturer, subject to periodic verification and approval. Provide a certificate with each shipment together with a certified copy of the weight of each delivery. Measurement of stabilizing material will not include any, which is lost, displaced, used in reworking, used in restoration work or used contrary to direction.
2. Payment: Ton price offered in the schedule
C. Payment for bid items will be in full for furnishing and placing all materials and furnishing all equipment, labor, and incidentals necessary to complete the work specified. No separate or additional payment will be made for any other item incidental to the work required.
1.02 SUBMITTALS
A. Submit the following in accordance with Section 01 33 00 - Submittals
B. RSN 31 02 30-1, Manufacturer’s Certification
1. Dust Palliative furnished meets specified chemical, physical, and manufacturing requirements
C. RSN 31 02 30-2, Application Plan to include application method, rates, equipment, and material certification.
1. Application method, rates, and equipment
PART 2 PRODUCTS
2.01 MAGNESIUM CHLORIDE
A. The contractor shall use dust palliative equivalent to “Dust-Off” road treatment, no substitutes.
B. The following salient characteristics will be used to determine if other than the brand name are equal to the item that meets USBR requirements:
1. Material meets US EPA and relevant state requirements for soil stabilizers.
2. Magnesium Chloride content (25 to 35%),
3. Sulfate Content as magnesium sulfate (4% max),
4. Potassium content as potassium chloride (0.5%),
5. pH with 5% solution (7.0 to 9.0),
6. Specific Gravity (1.29 to 1.33),
7. Dust Palliative must be miscible in water.
PART 3 EXECUTION
3.01 PREPARATION
A. Road surface preparation:
1. Shape and grade road surface.
2. Loosen roadway surface with rock rake or blade grader to depth of 1 to 2 inches.
3. Provide a minimum of two (4,000 gal) water trucks to moisture condition surface until visibly wet.
4. In areas without surfacing materials: Do not disturb subgrade, moisten only.
3.02 APPLICATION
A. Equipment: Designed for uniform application on variable widths at predetermined rates.
B. Location: Dust palliative shall be applied on the gravel roads to be used for hauling and the roads to be repaired (see map or sheet 3 of 4).
C. Time:
1. Not during rain.
2. Not if rain is anticipated within four hours following treatment.
3. Do not apply to frozen ground.
D. Application rate: 0.5 gallons per square yard or as required by product label.
1. If material runs off during application, make repeated passes at lesser rates.
E. Compaction: By equipment travel.
1. Keep traffic off treated surface until dust palliative has penetrated and cured enough to prevent excessive pickup under traffic.
END OF SECTION
| Amendment 0002.Section 310230, Shts 3 and 4_TL_Phase_2.pdf |
| SUMMARY OF WORK |
| A. The roads to be improved are located in the Tule Lake Lease Lands, approximately 5 miles south of the town of Tulelake, California in Siskiyou and Modoc Counties. |
| A. Apply “Dust Off” or equivalent dust palliative to specific haul roads to minimize dust. Using a water trucks at all times, apply water for dust control on roads used that did not receive dust palliative. |
| B. Prepare and grade existing roads prior to placing base and aggregate. |
| C. Haul government supplied base and aggregate rock to the Tule Lake Lease Land roads. |
| D. Place and compact base and aggregate per the locations and thicknesses specified. |
| E. Perform final grading of roads. |
| A. Requirements in Division 1, General Requirements, apply to Divisions 2 through 53. |
| B. Imperative statements in these specifications are Contractor requirements, unless otherwise stated. |
| A. When the specifications use a word or term defined in the Federal Acquisition Regulations (FAR), the definition of the word or term shall be in accordance with FAR sections in effect at the time this solicitation was issued. |
| A. The following acronyms apply to specifications Divisions 1 through 52: |
| 1. CO: Contracting Officer |
| 2. COR: Contracting Officer’s Representative |
| 3. OGR: Onsite Government Representative |
| 4. CE: Construction Engineer |
| 5. ASTM: ASTM International |
| 6. FAR: Federal Acquisition Regulations |
| 7. JHA: Job Hazard Analysis |
| 8. OSHA: Occupational Safety and Health Administration |
| 9. RSHS: Reclamation Safety and Health Standard |
| 10. SLE: Safety and Law Enforcement |
| 11. SOP: Standard Operating Procedure |
| 12. TSC: Technical Service Center |
| 13. USBR: United States Bureau of Reclamation |
| USE OF SITE |
| A. Cost: Include in prices offered in the schedule for other items of work. |
| A. Bureau of Reclamation (USBR) |
| 1. USBR Cleaning Manual - - Inspection and Cleaning Manual for Equipment and Vehicles to Prevent the Spread of Invasive Species (Technical memorandum No. 86-68220-07-05) 2012 Edition Available online at: 24TUhttp://www.usbr.gov/mussels/preventionU24T |
| A. Submit the following in accordance with Section 01 33 00 - Submittals. |
| B. RSN 01 14 10-1, Land use and landscape rehabilitation plan: |
| 1. For each Contractor use site on Government land. |
| a. Show use location and extent of impact. Uses include but are not limited to the following: |
| 1) Buildings and service areas including offices, shops, warehouses, storage areas, fuel and oil storage areas, and fabrication yards. |
| 2) Parking areas, temporary roads, haul routes, and stockpile locations. |
| 3) Utilities including air, power, and waterlines; fire hydrants; and compressor station. |
| 4) Areas for processing, storing, and disposing of waste materials from construction operations. |
| 5) Temporary fences. |
| b. Describe methods to preserve, protect, and repair if damaged, vegetation (such as trees, shrubs, and grass) and other landscape features on or adjacent to the jobsite, which are not to be removed and which do not interfere with the work required un... |
| c. Describe methods to protect, and repair if damaged, existing improvements and utilities at or near the jobsite. |
| d. Describe methods for removing temporary structures and facilities, cleanup, and rehabilitating site after completion of construction activities. |
| 2. Submit revised drawings of changes in use of Government land made during design and erection stages, or after use of Government, land is in operation. |
| A. Where shown on drawings, government land may be used for required construction facilities. |
| B. When private land is used for construction facilities or other construction purposes, make necessary arrangements associated with use of private land. |
| C. Location, construction, operation, maintenance, and removal of construction facilities on Government land will be subject to approval of the COR. |
| D. Do not interfere with work of other contractors or the Government in vicinity, or with reservations made by the Government for use of such land. |
| E. During the months of September and October, trucks use the Tule Lake Lease Land roads to haul harvested produce. Access to roads for hauling and repair under this contract will be limited during these months. The contractor must receive Government ... |
| F. The contractor shall observe the following speed limits when operating vehicles in the Tule Lake Lease Lands: |
| 1. 35 mph for gravel roads, |
| 2. 25 mph for dirt roads. |
| A. The contractor shall provide a minimum of one (1) portable toilet at the job site and near road sections being constructed. |
| B. Self-Contained Toilet Units: |
| 1. Single-occupant units. |
| 2. Chemical, aerated recirculation, or combustion type. |
| 3. Vented. |
| 4. Fully enclosed with a glass-fiber-reinforced polyester shell or similar nonabsorbent material]. |
| A. Clean and service portable toilets weekly. |
| A. Restore Contractor use areas to pre-construction condition. |
| B. Restore temporary construction roads to original contours and make impassable to vehicular traffic when no longer required. |
| C. After completion of work, regrade and scarify Government land used for construction purposes and outside of the roadway. Grade so that surfaces blend with natural terrain and are in a condition that will facilitate revegetation, provide proper drai... |
| D. For disturbed areas of Government land used for construction purposes that were vegetated prior to road construction: Seed with species of native plants, or other approved perennial species. |
| E. The contractor shall remove the portable toilets from the job site. |
| COORDINATION MEETINGS |
| A. Cost: Include in prices offered in the schedule for other items of work. |
| Not Used. |
| A. Preconstruction Meeting |
| 1. Date: Approximately 14 days after receipt of Notice to Proceed. |
| a. Notify Government of meeting date at least 7 days before meeting. |
| 2 Location: To be determined. |
| 3. Purpose: Review with Government personnel the road plan and technical requirements of specifications. |
| 4. Attendees: Responsible contractor employees who understand the specifications with respect to technical requirements and equipment to be furnished. |
| A. Cost: |
| 1. Developing Baseline Schedule: Include in lump sum price offered in the schedule for mobilization and preparatory work. |
| 2. Updating and Using Construction Program: Include as an element of Contractor’s overhead. |
| A. Submit the following in accordance with Section 01 33 00 - Submittals. |
| B. RSN 01 32 20-1, Baseline Schedule: |
| 1. Bar chart for project. |
| C. RSN 01 32 20-2, Updated Schedule: |
| 1. Bar chart for project. |
| A. Develop, maintain, and use approved Construction Schedule to plan, monitor, and evaluate accomplishment of work. |
| B. Failure to include any element of the work will not release Contractor from completing all required work under the contract. |
| C. Construction Schedule: |
| 1. Progress chart of suitable scale to indicate percentage of work scheduled for completion by any date. |
| 2. Prepare schedule based on required sequence and interdependence of activities. |
| 3. Include work of subcontractors, Government interfaces, and contract milestones. |
| 4. Include contract title, contract number, and Contractor's name on each sheet. |
| D. Baseline Schedule: |
| 1. Represents Contractor’s as-planned approach to accomplishing the work. |
| 2. Include planned start and completion dates for features of work. |
| E. Updated Schedule: Enter actual progress. |
| F. If in the opinion of the CO, the Contractor falls behind the approved schedule, the Contractor shall take steps necessary to improve its progress, including those that may be required by the CO. |
| 1. The CO may require the Contractor to increase the number of shifts, overtime operations, days of work, and/or the amount of construction plant, and to submit for approval any supplementary schedule or schedules in chart form as the Contacting Offic... |
| 2. Costs for actions required to improve progress will the responsibility of the Contractor. |
| A. Failure to comply with the requirements of this section shall be grounds for a determination by the CO that the Contractor is not prosecuting the work with sufficient diligence to ensure completion within the specified time. The CO may terminate th... |
| A. Cost: Include in prices offered in the schedule for other items of work. |
| A. American Society of Mechanical Engineers (ASME) |
| 1. ASME Y14.1-2005(2010) Decimal Inch Drawing Sheet Size and Format |
| B. National Institute of Building Sciences (NIBS) |
| 1. NIBS NCS-2011 United States National CAD Standards, Version 5 |
| A. Days: Calendar days. |
| B. Required Submittal Number (RSN): Identifies items to be submitted together as a complete submittal. |
| A. In case of conflict between requirements of this section and requirements included elsewhere in these specifications, requirements included elsewhere take precedence. |
| B. General: |
| 1. Prepare in English. |
| 2. Label with contract number and title, and RSN. |
| 3. Measurement units: US Customary Units |
| C. Drawings: |
| 1. Minimum identification in title block: |
| a. Contract number and title. |
| b. Contractor’s or supplier’s title and drawing number. |
| c. Date. |
| 2. Reserve 3- by 3-inch space next to title block for review stamps. |
| 3. Print Size: 11 inches by 17 inches. |
| 4. Final drawings: |
| a. Drawing format: Adobe Acrobat pdf file |
| b. Show as-built changes, including revision dates, made during installation. Indicate changes by clouding. |
| c. Electronic files: On CD or DVD discs. |
| d. Original plots: 11 inches by 17 inches. |
| e. Government will provide an electronic pdf drawing template. |
| D. Product Data: |
| 1. Mark manufacturer's data for commercial products or equipment, such as catalog cut sheets. |
| a. Identify manufacturer's name, type, model, size, and characteristics. |
| b. Illustrate that product or equipment meets requirements of specifications. |
| c. Mark items to be furnished in a manner that will photocopy (no highlighter). |
| d. Strike through items that do not apply. |
| E. Certifications: |
| 1. Certifications by a registered professional: Signed and sealed by registered professional. |
| 2. Manufacturer’s certifications: Signed by authorized representative of manufacturer. |
| A. Submit only checked submittals. Submittals without evidence of Contractor's approval will be returned for resubmission. |
| B. Submit complete sets of required materials for each RSN as specified in “Submittals Required” column in Table 01 33 00A - List of Submittals. A complete set includes all listed items for RSNs with multiple parts. |
| C. Submit number of sets specified in “No. of sets to be sent to:” columns in Table 01 33 00A - List of Submittals. |
| D. Include the following information in transmittal letters: |
| 1. Contract number and title. |
| 2. RSN for each attached submittal. |
| 3. Responsible code. |
| 4. Number of sets for each RSN. |
| 5. Identify submittal as initial or resubmittal. |
| E. Resubmittal of submittals not approved: |
| 1. Mark changes such that they are readily identifiable and show revision date. |
| 2. Describe reasons for significant changes in transmittal letter. |
| 3. Resubmit returned submittals within 14 days after receiving the comments, unless otherwise directed. |
| 4. Requirements for initial submittals apply to resubmittals. |
| F. More than one RSN may be submitted under a transmittal letter, provided the responsible code is the same. |
| A. Time Required: |
| 1. Submittal review will require 14 days for review of each submittal or resubmittal, unless otherwise specified. |
| 2. Time required for review of each submittal or resubmittal begins when complete sets of materials required for a particular RSN are received and extends through return mailing postmark date. |
| B. Time in Excess of Specified: |
| 1. The CO may extend the contract completion date to allow additional time for completing work affected by excess review time. |
| a. The time extension will be to the extent that excess review time caused delay to the contract completion date. |
| b. The time extension will not exceed the time used in excess of the specified number of days for review of submittals or resubmittals. |
| c. Concurrent days of excess review time resulting from review of two or more separate submittals or resubmittals will be counted only once in extending the contract completion date. |
| 2. No time extension will be allowed if the Contractor fails to make complete action submittals in sequence and within time periods specified. |
| 3. Adjustment for delay will be made only to the extent that: |
| a. Approval was required under the contract, and |
| b. Requests for approval were properly and timely submitted and were approved. |
| 4. Adjustment will be subject to terms of paragraphs (b) and (c) of the clause at FAR 52.242-14, Suspension of Work, however, no such delay shall be deemed to be a “suspension order” as the term is used in that clause. |
| C. Return of Submittals: |
| 1. Action Submittals: One set of submittals required for action will be returned either approved, approved subject to identified changes, or not approved. |
| a. Revise and resubmit submittals not approved. |
| b. Do not change designs without approval of the CO after drawings, documentation, and technical data have been approved. |
| 2. Informational Submittals: The Government will acknowledge Informational submittals. |
| a. Informational submittals will not be returned when they comply with the specifications. |
| b. Informational submittals that do not comply with the specifications may be returned for resubmittal or additional information may be requested. |
| A. Send submittals listed in Table 01 33 00A - List of Submittals to the following addresses: |
| 1. Construction Engineer (CE), Bureau of Reclamation, MP Construction Office, P.O. Box 988, Willows CA 95988-0988. (For express mail service, use 1140 West Wood Street, Willows CA 95988-2615). |
| 2. Onsite Government Representative (OGR), Bureau of Reclamation, Klamath Basin Area Office, 6600 Washburn Way, Klamath Falls, OR 97603. |
| B. Send original transmittal letter with appropriate number of sets to office listed in Responsible Code” column in Table 01 33 00A - List of Submittals. |
| 1. Responsible codes starting with “86-6” are located in the Technical Service Center. Send these submittals to the TSC address shown above. |
| C. Send copy of transmittal letter with appropriate number of sets to offices that are not the responsible code, but show “No. of sets to be sent to” in Table 01 33 00A - List of Submittals. |
| D. When “No. of sets to be sent to” is 0, send a copy of transmittal letter to that office. |
| A. Cost: Include in prices offered in the schedule for other items of work. |
| A. LHM: List of Hazardous Materials |
| B. MSDS: Material Safety Data Sheet. |
| A. For the purposes of this contract, the definition of “materials delivered under this contract” in the clause at FAR 52.223-3, Hazardous Material Identification and Material Safety Data - Alternate 1, includes materials delivered to the Government, ... |
| A. Submit the following in accordance with Section 01 33 00 - Submittals. |
| B. RSN 01 35 10-1, Complete LHM and MSDS. |
| C. RSN 01 35 10-2, Updated LHM and MSDS: |
| 1. Comply with paragraph (e) of clause at FAR 52.223-3, Hazardous Material Identification and Material Safety Data - Alternate 1. |
| A. Do not deliver hazardous materials to jobsite which are not included on the original or previously updated LHM and MSDS before receipt of updated LHM and MSDS by the CE. |
| A. Cost: Include in prices offered in the schedule for other items of work. |
| A. Bureau of Reclamation (USBR) |
| 1. RSHS-2001, Reclamation Safety and Health Standards |
| a. Available on the Internet at: http://www.usbr.gov/ssle/safety/RSHS/rshs.html. |
| A. Submit the following in accordance with Section 01 33 00 - Submittals. |
| B. RSN 01 35 20-1, Safety program: |
| 1. Written safety program in accordance with Section 3 of RSHS. |
| 2. In the form and time intervals prescribed in Section 3 of RSHS. |
| 3. Cover all aspects of onsite and applicable offsite operations and activities associated with this contract. |
| 4. Follow the outline in Appendix B of RSHS (included at end of this Section). |
| 5. Will not be accepted for review by the COR unless it addresses, in order, lettered and numbered per Appendix B, a narrative for each applicable item in the outline. |
| 6. Provide a list of Job Hazard Analyses (JHA) that will be submitted throughout the project. Forms for the plans may be obtained at http://www.usbr.gov/ssle/safety/RSHS/rshs.html. |
| 7. A generic Company Safety Plan is not acceptable. The Safety Program shall be site specific for this contract. |
| C. RSN 01 35 20-2, Monthly accident summary report: |
| 1. Form 7-2218 or other acceptable form in accordance with paragraph 3.8 of RSHS. |
| A. Comply with RSHS and any Federal, State, and Local regulations that apply. |
| B. Do not require anyone employed in performance of the contract (including subcontractor) to work under conditions which are unsanitary, hazardous, or dangerous to the employee’s health or safety. |
| C. Under no circumstances will onsite work, including mobilization, be permitted until the Safety Program has been considered acceptable by the COR. |
| D. Fully participate in a Contractor Safety Program Review meeting, according to RSHS Section 3.4.1, prior to mobilization. Include subcontractor management representatives. |
| E. Develop Job Hazard Analyses for each distinct phase of work under the contract. |
| 1. Work will not begin on the phase of work until a JHA is acceptable to COR. |
| 2. Activities involving hazardous materials shall have the appropriate Material Safety Data Sheet(s) attached to the JHA. |
| F. In addition to requirements in the clause entitled “Accident Prevention”, fully comply with RSHS. |
| 1. RSHS may be downloaded at http://www.usbr.gov/ssle/safety/RSHS/rshs.html. |
| 2. Errata for the RSHS are available at: |
| http://www.usbr.gov/ssle/safety/RSHS/RSHS01-errata.pdf |
| The errata apply to work under this contract. |
| G. Be cognizant of and ensure compliance with requirements set forth in paragraphs above. |
| 1. Contractor’s responsibility applies to all operations, including those of the Contractor’s Subcontractors. |
| 2. When violations of safety and health requirements contained in these specifications or referenced standards are called to the Contractor’s attention by the CO or COR immediately correct the condition to which attention has been directed. |
| 3. Either oral or written notice shall be deemed sufficient. |
| H. When the Contractor fails or refuses to promptly correct a compliance directive, the CO or COR may issue an order to stop all or any part of the work. |
| 1. When satisfactory corrective action is taken, an order to resume work will be issued. |
| 2. The Contractor shall not be entitled to extension of time, or to claim for damage or to additional compensation by reason of either the directive or the stop order. |
| 3. Failure of the CO or COR to order discontinuance of any or all of the Contractor’s operations shall not relieve the Contractor of the responsibility for the safety of personnel and property. |
| I. Maintain an accurate record of, and report to the COR in the manner prescribed by the CO, all cases of death, occupational diseases, or traumatic injury to employees or the public involved, and property damage in excess of $2,500 occurring during t... |
| J. The rights and remedies of the Government provided in this section are in addition to any other rights and remedies provided by law or under this contract. |
| 1. In the event there is a conflict between requirements contained in RSHS, specification paragraphs, Contractor’s approved Safety Program, referenced safety and health codes, and standards, or the U.S. Department of Labor Construction Safety and Heal... |
| K. Provide and maintain a work environment and procedures that will: |
| 1. Safeguard the public and Government's personnel exposed to Contractor operations and activities. |
| 2. Avoid interruptions of site operations and delays in project completion dates. |
| 3. Control costs in contract performance. |
| L. Provide appropriate safety barricades, signs, and signal lights. |
| A. The contractor shall prepare and submit for review by the COR, detailed Job Hazard Analyses (JHA), and an Accident Prevention Plan (Health and Safety Plan) in accordance with Reclamation Safety and Health Standards (RSHS). |
| 1. JHA: |
| a. Required for each phase of the project. |
| b. Contractor shall submit to COR list of proposed JHA construction phases of the job. |
| B. Forms for the plan may be obtained at http://www.usbr.gov/ssle/safety/RSHS/rshs.html. |
| 1. The plan shall be submitted and accepted by Reclamation prior to any construction activities at the site. |
| Cost: Include in prices offered in the schedule for other items of work. |
| A. Submit the following in accordance with Section 01 33 00 - Submittals. |
| B. RSN 01 35 30-1, Qualifications: |
| 1. Contractor’s Onsite Safety Representative |
| C. RSN 01 35 30-2, Safety Inspection Reports: |
| 1. List noted deficiencies, their abatement dates, and follow-up action for jobsite activities. |
| 2. Base inspection report on findings of jobsite walk-through with Government personnel. |
| A. Contractor’s Onsite Safety Representative: |
| 1. Competent supervisory employee with appropriate level of safety related training and experience. |
| A. Designate an employee as the Contractor’s Onsite Safety Representative prior to start of construction. |
| B. Contractor’s Onsite Safety Representative authorities, duties, and responsibilities: |
| 1. Review and approve the Contractor’s Safety Program prior to submittal. |
| 2. Responsible for effectively implementing the Contractor’s Safety Program |
| 3. Full authorization to correct unsafe acts on the spot. |
| 4. Prepare safety inspection reports. |
| 5. Onsite during construction activities. |
| A. Contractor’s Onsite Safety Representative: |
| 1. The effectiveness of the Contractor’s Onsite Safety Representative in prosecuting the safety program will be subject to continued review and approval by the CO. |
| 2. Should the Contractor’s safety effort be considered inadequate, the CO has the option to require the Contractor to employ a qualified Safety Professional. |
| B. Safety Program: |
| 1. The effectiveness of the Contractor’s Safety Program will be subject to continued review and approval by the CO. |
| A. Cost: |
| 1. Include in prices offered in the schedule for other items of work, except as specified. |
| 2. Haul Road Maintenance and Repair: Include in lump sum price offered in the schedule for haul road maintenance. |
| A. Meet requirements established by jurisdictional authority for use of existing roadways and haul routes; including seasonal or other limitations or restrictions, payment of excess size and weight fees, and posting of bonds conditioned upon repair of... |
| B. Comply with applicable regulations for haul routes over public highways, roads, or bridges. |
| A. Rights-of-way for access to work from existing roads will be established by the Government. |
| 1. In accordance with the clause at FAR 52.236-10, Operations and Storage Areas, use only established roadways, parking areas, and haul routes; or temporary roadways, parking areas, or haul routes constructed by the Contractor when and as authorized b... |
| 2. Subject to the clause at FAR 52.249-10, Default (Fixed-Price Construction), unavailability of transportation facilities or limitations thereon shall not become a basis for claims for damages or extension of time for completion of work. |
| Not used |
| A. Investigate condition of available public or private roads for clearances, restrictions, bridge-load limits, bond requirements, and other limitations that affect or may affect access and transportation operations to and from the jobsite. |
| A. Use existing available public highways, roads, or bridges as haul routes subject to applicable local regulations, existing restrictions, and approval of the COR. Roadways available for the Contractor’s use are shown on the contract drawings. |
| B. Minimize interference with or congestion of local traffic. |
| A. Maintain roadways, parking areas, and haul routes in a sound, smooth condition. |
| B. Maintain surfacing of gravel-surfaced roads and parking areas in a smooth condition until completion and acceptance of all work under this contract. |
| C. Snow removal for convenience of the Contractor or to facilitate work operations of the Contractor is considered to be normal required maintenance. |
| A. Promptly repair ruts, broken pavement, potholes, low areas with standing water, and other deficiencies to maintain road surfacing and drainage in original or specified condition. Contractor is responsible for damage caused by construction operations. |
| B. Restore haul roads to preconstruction conditions. |
| A. Remove materials used to construct temporary roadways, parking areas, and haul routes prior to contract completion. Recycle salvageable materials as approved by the COR. |
| A. Cost: Include in prices offered in the schedule for other items of work. |
| A. Federal Highway Administration, Department of Transportation |
| 1. MUTCD, Part 6 - - Part 6, Temporary Traffic Control, Manual on Uniform Traffic Control Devices, 2009 Edition with Revisions 1 and 2, (http://mutcd.fhwa.dot.gov/kno_2009r1r2.htm) |
| A. Submit the following in accordance with Section 01 33 00 - Submittals. |
| B. RSN 01 55 20-1, Traffic control plan. |
| A. Meet requirements of MUTCD, Part 6. |
| B. Provide cones, delineators, concrete safety barriers, barricades, flasher lights, danger signals, signs, and other temporary traffic control devices as required to protect work and public safety. |
| C. Provide flaggers and guards as required to prevent accidents and damage or injury to passing traffic. |
| D. Do not begin work along public or private roads until proper traffic control devices for warning, channeling, and protecting motorists are in place in accordance with approved traffic control plan. |
| E. Maintain traffic flow and conduct construction operations to minimize obstruction and inconvenience to public traffic. |
| F. Protect roads closed to traffic with effective barricades and warning signs. Illuminate barricades and obstructions from sunset to sunrise. |
| G. Remove traffic control devices when no longer needed. |
| A. Cost: |
| 1. Include in prices offered in the schedule for other items of work, except as specified. |
| 2. Costs for repair of installations damaged by the Contractor's operations are the Contractor's responsibility. |
| A. Drawings included in these specifications show items of existing materials and equipment but may not show all equipment and materials existing at the jobsite. |
| B. Obtain the location of embedded conduit, pipe, cable, ground mat, and other buried items before performing any excavations. |
| A. Provide protection for personnel and existing facilities from harm due to the Contractor's operations. Protection shall be subject to approval of the Government. |
| B. Arrange protective installations to permit operation of existing equipment and facilities by the Government while work is in progress. |
| A. Remove protective installations after purpose has been served. Materials furnished by the Contractor to provide protection remain property of the Contractor. |
| A. Repair, at Contractor's expense, damage to existing installations due to Contractor's operations or Contractor's failure to provide proper protection. At the Government's option, damage may be repaired by the Government, and the Contractor will be ... |
| A. Cost: Include in prices offered in the schedule for other items of work. |
| A. Bureau of Reclamation (USBR) |
| 1. RSHS-2009 Reclamation Safety and Health Standards |
| B. Institute of Electrical and Electronics Engineers (IEEE) |
| 1. IEEE C2-2012 National Electrical Safety Code (NESC) |
| A. Obtain location of buried conduit, pipe, cable, ground mat, and other buried items before excavating. |
| A. Do not interfere with operation or maintenance service on utilities, existing on date offers are received. |
| 1. Provide for access to utilities in a manner satisfactory to owners and operators, and the Government. |
| B. Provide required temporary structures; make necessary repairs, replacements, or similar operations; and furnish indemnity or other bonds. |
| A. Clearances in accordance with IEEE C2 provided by Government: |
| 1. Where existing overhead powerline or communication line crosses a feature of work to be constructed, the Government will provide clearance at the crossing site between the line and the higher of (1) original ground; or (2) final elevation of constr... |
| 2. Where existing buried powerline or communication line crosses a feature of work to be constructed, the Government will provide clearance at the crossing site between the line and the lower of (1) original ground; or (2) final elevation of construct... |
| A. Dust Palliative Application: |
| 1. Measurement: The quantities of dust palliative treatment will be measured on the area basis, measured along the lines and grades of the area actually treated. |
| a. Approximate extents of treatment are as shown in the Project drawings - length of road to be treated with dust palliative is 3.75 Miles (See Sheet 3 of 4 & 4 of 4). |
| 2. Payment: Square yard price offered in the schedule |
| B. Dust Palliative Material |
| 1. Measurement: The quantities of dust palliative treatment material measured on the dry weight basis. Packaged materials will be accepted at the net weight shown by the manufacturer, subject to periodic verification and approval. Provide a certificat... |
| 2. Payment: Ton price offered in the schedule |
| C. Payment for bid items will be in full for furnishing and placing all materials and furnishing all equipment, labor, and incidentals necessary to complete the work specified. No separate or additional payment will be made for any other item incident... |
| A. Submit the following in accordance with Section 01 33 00 - Submittals |
| B. RSN 31 02 30-1, Manufacturer’s Certification |
| 1. Dust Palliative furnished meets specified chemical, physical, and manufacturing requirements |
| C. RSN 31 02 30-2, Application Plan to include application method, rates, equipment, and material certification. |
| 1. Application method, rates, and equipment |
| A. The contractor shall use dust palliative equivalent to “Dust-Off” road treatment, no substitutes. |
| B. The following salient characteristics will be used to determine if other than the brand name are equal to the item that meets USBR requirements: |
| A. Road surface preparation: |
| 1. Shape and grade road surface. |
| 2. Loosen roadway surface with rock rake or blade grader to depth of 1 to 2 inches. |
| 3. Provide a minimum of two (4,000 gal) water trucks to moisture condition surface until visibly wet. |
| 4. In areas without surfacing materials: Do not disturb subgrade, moisten only. |
| A. Equipment: Designed for uniform application on variable widths at predetermined rates. |
| B. Location: Dust palliative shall be applied on the gravel roads to be used for hauling and the roads to be repaired (see map or sheet 3 of 4). |
| C. Time: |
| 1. Not during rain. |
| 2. Not if rain is anticipated within four hours following treatment. |
| 3. Do not apply to frozen ground. |
| D. Application rate: 0.5 gallons per square yard or as required by product label. |
| 1. If material runs off during application, make repeated passes at lesser rates. |
| E. Compaction: By equipment travel. |
| 1. Keep traffic off treated surface until dust palliative has penetrated and cured enough to prevent excessive pickup under traffic. |
| A. Gravel Road Surfacing: ¾”-0” and 4”-0” Aggregates |
| 1. Measurement: - The quantities of Gravel Road Surfacing aggregate will be measured on the weight basis of the vehicle hauling the Government provided aggregate placed on-site. |
| 2. Payment: The ton price offered in the schedule. |
| a. Approximate extents of gravel surfacing are as shown in the Project Drawings - length of existing road to be gravel surfaced is estimated at 11.6 miles, varying from 12 feet to 20 feet wide (Sheet 4 of 4) with variable aggregate material. Length ex... |
| B. Payment for bid items will be in full for placing all materials and furnishing all equipment, labor, and incidentals necessary to complete the work specified. No separate or additional payment will be made for any other item incidental to the work ... |
| A. The Contractor shall place line and grade stakes along the existing roads to receive gravel, based on the contract drawings. Obtain COR approval of layout/stakes prior to commencing roadwork. |
| B. Grade and prepare subgrade free from depressions, soft spots, and rock larger than 6 inches in diameter. Gravel shall be placed on a firm surface. |
| C. Obtain COR approval of subgrade before placing surfacing. |
| A. Transport the gravel to the job site from the Government provided source, add water to obtain proper moisture content, and place the gravel on the prepared surface per the lines, grades, and cross sections shown on the contract drawing. |
| B. Provide compacted gravel to the thickness shown on drawing. Minimum thickness of 4”-minus base course is 6 inches; minimum thickness of ¾”-0” surface layer is 3”. Where specified, the base layer (4” minus) shall be placed first followed by the surf... |
| C. If the required compacted depth exceeds 6 inches, construct in two or more layers of nearly equal thickness. The maximum compacted thickness of any one layer shall not exceed 6 inches. |
| D. The final road cross section shall be crowned, with a slope from the road centerline to edge of 3/4 inches vertical per 1 foot horizontal. The road edge shall be tapered to minimize a sudden drop off. |
| E. The finished surface and surface of each underlying layer shall parallel the established grade. |
| A. Approval of the gravel and base sections will be based upon proof rolling. |
| A. After construction of each layer and completion of the base, maintain to specified conditions and prevent or repair segregation, raveling, or rutting, until each layer is covered with a following layer or until all work is completed. |
| B. Provide at least two (4,000 gal) water trucks for new and existing road maintenance to provide roadbed support and dust control. |
| END OF SECTION |
| A. Inform the CO of discrepancies discovered on drawings in accordance with clause at FAR 52.236-21, Specifications and Drawings for Construction. |
| B. In accordance with clause at FAR 52.236-21, Specifications and Drawings for Construction, in case of discrepancies, written specifications take precedence over drawings unless otherwise specified. |
| A. Where there are differences as determined by the CO between details and dimensions shown on drawings and details and dimensions of existing features at jobsite, use details and dimensions of existing features at jobsite. |
| A. Drawings show work as definitely and in as much detail as is possible. Use these drawings for bidding purposes only. Dimensions on these drawing may vary from dimensions to be used for actual road improvements. |
| A. Some drawings are in color to highlight required modifications to existing roads. |
| B. One set of 11- by 17-inch colored prints of these drawings will be provided to the Contractor. |
| A. Drawings listed in Table 52 00 00A - List of Drawings are made a part of Section C - Description/Specifications. |
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