FULL SOLICITATION.pdf

SOLICITATION, OFFER,

AND AWARD

2. TYPE OF SOLICITATION

6. PROJECT NO. 4. CONTRACT NO. 5. REQUISITION/PURCHASE REQUEST NO.

PAGE OF PAGES

7. ISSUED BY CODE 8. ADDRESS OFFER TO

SOLICITATION

(Construction, Alteration, or Repair)

1. SOLICITATION NO. 3. DATE ISSUED

IMPORTANT -- The "offer" section on the reverse must be fully completed by offeror.

9.

INFORMATION

a. NAME b. TELEPHONE NO. (Include area code) (NO COLLECT CALLS)

NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid" and "bidder."

CALL:

FOR

SEALED BID (IFB)

NEGOTIATED (RFP)

USDA FS HUMBOLDTTOIYABE NF

SPRING MOUNTAINS NATL REC AREA

4701 NORTH TORREY PINES DRIVE

LAS VEGAS NV 89130

93D5

000001

CONTRACTING OFFICER, USDA, USFS

Spring Mtn. National Rec. Area 4701 N. Torrey Pines Drive Las Vegas, NV 89130

STEVE ROEHR 702-839-5575

1x 06/30/2010

AG-0261-S-10-0060

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS (Title, identifying no., date)

A. May not be all-inclusive; see following specifications, drawings, and schedule of items for specific quantities and parameters. This project includes:

1. Base Bid:

a. Removing existing spurs, roads, site furniture, utilities, and other existing site features as designated. This shall include obliterating and recontouring compacted areas not covered with new features.

b. Updating and replacing water distribution system. A new well and holding tank have already been installed. Tie in new waterline, yard hydrants, valves, and drains into the existing system.

c. Reconstruct aggregate roads, spurs, parking areas, curbstops, and culverts.

d. Construct new family units, tent pads, and pathways. Install signs, gates, bear-proof food lockers, and unit markers.

2. Optional Items:

a. Install concrete picnic tables with inlaid redwood seat.

b. Install pedestal utility tables.

c. Install pedestal grills.

d. Install campsite fire rings.

e. Install tent pad border and surfacing.

f. Install 3-panel kiosk.

Continued ...

11. The Contractor shall begin performance

12a. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?

award, notice to proceed. The performance period is mandatory negotiable. (See ________________________________________________.)

13. ADDITIONAL SOLICITATION REQUIREMENTS:

a. Sealed offers in original and is not required.is, b. An offer guarantee

c. All offers are subject to the (1) work requirements, and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.

(date). If this is a sealed bid solicitation, offers will be publicly opened at that time. Sealed envelopes containing offers shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.

d. Offers providing less than

12b. CALENDAR DAYSYES NO

(If "YES", indicate within how many calendar days after award in Item 12b.)

10 120 calendar days and complete it within ________________ ________________ calendar days after receiving

Pre-work meeting after award

07/29/2010

NSN 7540-01-155-3212

x x x x copies to perform the work required are due at the place specified in Item 8 by _____________ ___________________ (hour) local time calendar days for Government acceptance after the date offers are due will not be considered and will be rejected. _________________

STANDARD FORM 1442 (Rev. 4-85)

Prescribed by GSA

FAR(48 CFR) 53.236-1(d) sroehr Typewritten Text X sroehr Typewritten Text Only nee ONE price proposal - 5 technical sroehr Typewritten Text Bid/Offer Guarantee required. See clause.

sroehr Typewritten Text sroehr Typewritten Text sroehr Typewritten Text xxxxx

17. The offeror agrees to perform the work required at the prices specified below in strict accordance with the terms of this solicitation, if this offer is accepted by the Government in writing within ____________________ calendar days after the date offers are due. (Insert any number equal to or greater than the minimum requirement stated in item 13d. Failure to insert any number means the offeror accepts the minimum in item 13d.)

14. NAME AND ADDRESS OF OFFEROR (Include ZIP Code) 15. TELEPHONE NO. (Include area code)

16. REMITTANCE ADDRESS (Include only if different than item 14.)

CODE FACILITY CODE

AMOUNTS

18. The offeror agrees to furnish any required performance and payment bonds.

19. ACKNOWLEDGEMENT OF AMENDMENTS

OFFER (Must be fully completed by offeror)

(The offeror acknowledges receipt of amendments to the solicitation -- give number and date of each)

AMENDMENT NO.

DATE.

20a. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN OFFER (Type or print) 20b. SIGNATURE 20c. OFFER DATE

AWARD (To be completed by Government)

21. ITEMS ACCEPTED:

22. AMOUNT 23. ACCOUNTING AND APPROPRIATION DATA

24. SUBMIT INVOICES TO ADDRESS SHOWN IN

(4 copies unless otherwise specified)

ITEM 25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

26. ADMINISTERED BY CODE 27. PAYMENT WILL BE MADE BY

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

(Contractor is required to sign this document and return (Contractor is not required to sign this document.)

Your offer on this solicitation is hereby accepted as to the items listed. This award consummates the contract, which consists of (a) the Government solicitation and your offer, and (b) this contract award.

No further contractual document is necessary.

30a. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED TO SIGN (Type or print) 31a. NAME OF CONTRACTING OFFICER (Type or print)

30b. SIGNATURE 30c. DATE 31b. UNITED STATES OF AMERICA 31c. DATE

BY

2PAGE OF

USDA FS HUMBOLDTTOIYABE NF

SPRING MOUNTAINS NATL REC AREA

4701 NORTH TORREY PINES DRIVE

LAS VEGAS NV 89130

93D5

STEVE ROEHR

28. NEGOTIATED AGREEMENT 29. AWARD

Contractor agrees to furnish and deliver all items or perform all work requirements identified on this form and any continuation sheets for the consideration stated in this contract. The rights and obligations of the parties to this contract shall be governed by (a) this contract award, (b) the solicitation, and (c) the clauses, representations, copies to issuing office.)

10 U.S.C. 2304(c) 41 U.S.C. 253(c)

STANDARD FORM 1442 (REV. 4-85) BACK

Continued...

sroehr

X 290

ITEM NO.

(A)

SUPPLIES/SERVICES

(B)

QUANTITY

(C)

UNIT

(D)

UNIT PRICE

(E)

AMOUNT

(F)

NAME OF OFFEROR OR CONTRACTOR

3 3

CONTINUATION SHEET

REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGE OF

AG-0261-S-10-0060/000001

Hope Valley Renovation 2010

Delay in posting solicitation. Extended time.

Period of Performance: 07/25/2010 to 11/22/2010

NSN 7540-01-152-8067 OPTIONAL FORM 336 (4-86)

Sponsored by GSA

FAR (48 CFR) 53.110

sroehr Typewritten Text

XXXXXXXXXXXXXXXX

sroehr Typewritten Text 120 Calendar days from Notice to Proceed.

sroehr Typewritten Text sroehr x 290

6-14-2010

Hope Valley Campground pre-bid walk-through information. If this information contradicts anything in the specification, or on the drawings, the information on THIS SHEET PREVAILS! Please consider this when preparing your offer.

The following topics were discussed at the pre-bid meeting.

The pre-bid walk-through was not required in order to bid for this contract. It is highly recommended to visit the site in order to have a good idea of site conditions.

There will be some flexibility on where to locate the waterline if unexpected site conditions are encountered. For example, if a large boulder is uncovered while digging, the waterline may be moved one or two feet to avoid the boulder.

All demolished materials shall be taken to an approved landfill. All bear boxes are to be reused on site.

Locations for spurs and site pads are approximate. Exact location, to be approved by the COR, is flexible.

The old tank, to be removed from the site, is non-functional.

Contractor may use water from the site, but must coordinate with own construction. The contractor may also use the on-site vault toilet.

The existing septic tank, to be removed from the site, is concrete and is empty.

The only new sewer construction shall be a new septic tank for the host site.

The contractor will have to purchase material for road construction from a commercial source.

On the present drawings, there is an excess of cut material.

The contractor shall be responsible for all tree removal.

The contractor is permitted to have a job site trailer (work or housing). Permission must first be obtained by the COR.

ITEM

NUMBER DESCRIPTION

METHOD

OF MEAS UNIT QUANTITY PRICE TOTAL

010250 Construction Staking LSQ LS Lump Sum

011900 Mobilization LSQ LS Lump Sum

024102 Removal and Disposal of Existing Structures (including old water tank, culverts, etc.) LSQ LS Lump Sum

101400 Signs AQ EA 8

129300 Unit Markers AQ EA 22

129300 Bear-Proof Locker AQ EA 5

129300 Relocation of Existing Bear-Proof Lockers AQ EA 21

129700 Fee Tube AQ EA 1

221100 Pipeline, 2" HDPE, 160 PSI with Heat Fusion Joints, Including Trench DQ LF 800

221102 2" Poly Curb Valve and Box AQ EA 3

221105 Frost Proof Hydrant AQ EA 5

221310 2,000 Gallon Sewage Holding Tank, Including Sewerline and Trailer Hookup LSQ LS Lump Sum

312000 Imported Backfill - Pipe Zone DQ CY 100

312000 Special Bedding - Imported DQ CY 40

HOPE VALLEY SCHEDULE OF ITEMS (BASE BID)

BASE BID

312100 Project site Preparation and Grading LSQ LS Lump Sum

321200 Hot Mix Asphalt Paving, Including Tack Coat and Saw Cuts AQ Ton 18

321204 Crushed Aggregate Base - Grading A AQ CY 80

321204 Crushed Aggregate Base - Grading C (For Under Asphalt Aprons) AQ CY 15

321204 Crushed Aggregate Surface Course - Grading G AQ CY 1,050

322205 Barrier Rock - Relocate On Site AQ EA 100

322622 6-foot Recycled Plastic Wheelstop AQ EA 27

323116 Road Gate - 28 Foot Wide AQ EA 1

332228 Culvert - 18-inch Corrugated Metal Pipe (16 Gage, 2 2/3"x1/2" Corrugations) AQ LF 180

Total

METHOD

OF MEAS UNIT QUANTITY PRICE TOTAL

129300 Concrete Table with Redwood Seat AQ Each 27

Total

SCHEDULE OF ITEMS (OPTION#1)

OPTION 1 - Tables

METHOD

OF MEAS UNIT QUANTITY PRICE TOTAL

129300 Pedestal Utility Table AQ Each 22

Total

SCHEDULE OF ITEMS (OPTION#2)

OPTION 2 - Site Furniture

METHOD

OF MEAS UNIT QUANTITY PRICE TOTAL

129300 Pedestal Grill AQ Each 22

Total

SCHEDULE OF ITEMS (OPTION#3)

OPTION 3 - Site Furniture

METHOD

OF MEAS UNIT QUANTITY PRICE TOTAL

129300 Fire Ring AQ Each 22

Total

SCHEDULE OF ITEMS (OPTION#4)

OPTION 4 - Site Furniture

METHOD

OF MEAS UNIT QUANTITY PRICE TOTAL

322100 Tent Pads - Edging and Bedding AQ EA 27

Total

SCHEDULE OF ITEMS (OPTION#5)

OPTION 5 - Tent Pads

METHOD

OF MEAS UNIT QUANTITY PRICE TOTAL

101110 Three Panel Kiosk AQ EA 1

Total

SCHEDULE OF ITEMS (OPTION#6)

OPTION 6 - Kiosk

SECTION C - DESCRIPTION/SPECIFICATIONS/STATEMENT OF WORK 000001-1

Section C - Description/Specifications/Statement of Work

GENERAL SPECIFICATIONS

HOPE VALLEY CAMPGROUND RENOVATION

1.1 SCOPE OF CONTRACT

A. May not be all-inclusive; see following specifications, drawings, and schedule of items for specific quantities and parameters. This project includes:

1. Base Bid:

a. Removing existing spurs, roads, site furniture, utilities, and other existing site features as designated. This shall include obliterating and recontouring compacted areas not covered with new features.

b. Updating and replacing water distribution system. A new well and holding tank have already been installed. Tie in new waterline, yard hydrants, valves, and drains into the existing system.

c. Reconstruct aggregate roads, spurs, parking areas, curbstops, and culverts.

d. Construct new family units, tent pads, and pathways. Install signs, gates, bear-proof food lockers, and unit markers.

2. Optional Items:

a. Install concrete picnic tables with inlaid redwood seat.

b. Install pedestal utility tables.

c. Install pedestal grills.

d. Install campsite fire rings.

e. Install tent pad border and surfacing.

f. Install 3-panel kiosk.

1.2 PROJECT LOCATION

A. The project is located in the Carson Ranger District of the Humboldt-Toiyabe National

Forest, Alpine County, California, in Section 7, T 10 N, R 18 E. It is located approximately 24 miles south of Minden, Nevada. The project may be accessed from

Blue Lakes Highway.

1.3 SITE INFORMATION AND LIMITATIONS

A. The following site conditions are considered incidental to the contract and the contractor will not be paid directly for any of the following items:

1. Construction sites will be closed to the public during construction. The Forest

Service will issue a closure order to the public. The Contractor will be responsi-ble for signing and limiting public access.

2. Contractor will provide all materials and labor necessary to protect streams, wet or dry, during construction activities. The Contractor will be required to submit a

SECTION C - DESCRIPTION/SPECIFICATIONS/STATEMENT OF WORK 000001-2

stream protection plan and receive approval from the COR, in writing, prior to the beginning of construction.

3. All construction equipment shall be pressure washed before entering National

Forest System lands. The removal of mud and debris from treds, tracks and un-dercarriage, with emphasis on axles, frame, cross-members, motor mounts, and underneath steps, running boards, and front bumper/brushguard assemblies will be required. The purpose is to reduce or eliminate the transportation of noxious weeds, which is required by Federal and State regulations.

4. Water is available at the site for construction purposes. The Contractor will be responsible for coordinating the installation of temporary power for the site and the cost for the service.

5. Toilet facilities are available at the site.

1.4 TRAFFIC CONTROL AND CONSTRUCTION SIGNING

A. No work that endangers, interferes, or conflicts with traffic or access to work sites shall be performed until a plan for satisfactory warning and handling of traffic has been submitted by the contractor and approved by the COR. Construction signing for traffic control shall conform to the Manual of Uniform Traffic Control Devices (MUTCD).

All traffic control signs will be placed in areas adequate for a truck pulling a fifth wheel trailer to be turned around. Contractor shall not be paid directly for this item, rather it will be considered incidental to other items of work listed in the Schedule of Items.

1.5 WORK CAMPS, STAGING AND STORAGE AREAS

A. Areas for staging operations and storage of materials shall be approved by the CO. The

Contractor must request in writing for approval from the CO to stage trailers (work or housing) on site.

B. No overnight camping will be allowed on site.

1.6 INSPECTION OF WORKSITE

A. The contractor acknowledges they have taken the necessary steps to ascertain the nature and location of work, and have investigated and satisfied themselves as to the general and local conditions that can affect the work or its cost. Any failure of the contractor to take the actions described and acknowledged in this paragraph will not relieve the

Contractor from the responsibility of estimating properly the difficulty and cost of successfully performing the work, or for proceeding to successfully perform the work without additional expenses to the government.

1.7 START DATE

A. July 5, 2010

1.8 CONTRACT TIME

A. 120 Calendar Days

SECTION C - DESCRIPTION/SPECIFICATIONS/STATEMENT OF WORK 000001-3

1.9 SPECIFICATIONS

A. The following specifications are attached. Some sections in the schedule of items refer to other sections not listed and are subsidiary to, or are included in payment for other pay items in this contract. These items are considered incidental and no additional compensation will be made.

Section 010250 - Construction Staking Section 011250 - Measurement And Payment With Asphalt Section 011900 - Mobilization Section 013300 - Submittal Procedures Section 014100 - Quality Control Section 023701 - Sediment And Erosion Control Measures

Section 024100 - Waste Material Disposal Section 024102 - Removal And Disposal Of Structures And Obstructions Section 033000 - Cast-In-Place Concrete Section 033020 - Concrete From Packaged Dry Mix For Minor Structures Section 099100 - Painting Section 101110 - Panel Bulletin Board Section 101400 - Signs Section 101415 - Site Identification Sign Section 129300 - Site Furnishing Section 129700 - Fee Tube Section 221100 - Water Distribution Systems Section 221102 - Curb Valves And Boxes Section 221103 - Plumbing Appurtenances

Section 221105 - Water Hydrants Section 221310 - Sewage Holding Tank Section 311000 - Clearing And Grubbing Section 312000 - Earthwork Section 312010 - Select Borrow Section 312100 - Project Site Preparation And Grading Section 312225 - Excavation & Embankment Section 321200 - Hot-Mix Asphalt Paving

Section 321204 - Crushed Aggregate Base Or Surface Course Section 322100 - Tent Pads

Section 322205 - Barrier Rocks

Section 322625 - Recycled Plastic Wheelstops

Section 323116 - Gates For Roads Section 332228 - Culvert Pipe And Pipe Arches

END OF SECTION C

May 2010

CONSTRUCTION STAKING 010250-1

USDA FOREST SERVICE, R-4

HOPE VALLEY CAMPGROUND RENOVATION

SECTION 010250 - CONSTRUCTION STAKING

PART 1 - GENERAL

1.10 SUMMARY

A. This work shall consist of the construction staking of roads, parking lots, parking spurs, family units, tent pads, paths, stairways, culverts, retaining walls, buildings, and utilities in accordance with the drawings and specifications. The work includes the furnishing of all labor, equipment, instruments, materials, transportation and other incidentals necessary to complete the construction staking in accordance with these specifications and acceptable engineering practice.

1.11 QUALITY CONTROL

A. Construction staking shall be accomplished under the direction of a Civil Engineer, Engineering Technician, or Land Surveyor closely associated and familiar with construction staking; periodic visits to the project site are required.

1.12 MEASUREMENT AND PAYMENT

A. Measurement shall be lump sum for surveying and staking the project through all phases of construction.

PART 2 - PRODUCTS

2.1 GOVERNMENT-FURNISHED SURVEY CONTROL SHEETS

A. The Government will provide the contractor with a set of survey control sheets showing horizontal and vertical control for site to be staked.

2.2 STAKES

A. Identification stakes and hubs shall be of sufficient length and width to provide and solid set in the ground and to provide space for marking above ground when applicable.

Other dimensions and materials may be used, such as steel reinforcing bars, wire flagging and markers, and metal pins, if approved in writing by the Contracting Officer

(CO). The top 2 inches of all slope, guard, reference, clearing, and structure stakes shall

CONSTRUCTION STAKING 010250-2

be painted or marked with plastic flagging. Colors used on stakes or for flagging shall be as follows:

1. Roads, parking lots, and parking spurs -Orange

2. Waterlines, utilities, and culverts -Blue

3. Family Units, group units, stairs, and paths -Red

4. Buildings, excavation and grading -Yellow

5. Tent pads -Blue/White Striped

2.3 SURVEY NOTE PAPER AND BOOKS

A. Paper for survey notes shall be moisture-resistant paper. Notes shall be contained in books with covers that will protect the contents and retain the pages in numerical sequence during field use. Field notebooks or note paper shall be furnished by the contractor.

PART 3 - EXECUTION

3.1 GENERAL

A. The Contractor shall be required to provide all necessary staking and control for all phases of construction. The contractor shall use the data and information shown on the project drawings to establish the location of all facilities to be constructed under this contract. The Contractor may choose any method of establishing horizontal and vertical controls provided the following minimum precision and accuracy requirements are met.

B. Accuracy requirements:

1. Minimum position close; 1/1000

2. Vertical closure: 0.05 ft (vertical)/station (100 feet horizontal)

3. Cross section and slope stake precision:

C. Allowable deviation of cross section line projection from a true perpendicular to tangents, a true bisector of angle points, or a true radius of curves: +/-3 degrees.

D. Cross section topography measurements shall be taken so that variations in ground form a straight line connecting the cross section points will not exceed: 1.0 ft.

E. Horizontal and vertical accuracy for slope stake, slope stake references, and clearing limits. In feet or percentage of horizontal distance measured form centerline or reference stake, whichever is greater. Slope reference stakes and slope stakes: 0.15 ft or 0.6%. Clearing limits: 1.0 ft.

3.2 ESTABLISING AND REFERENCING IMPROVEMENT LOCATIONS

CONSTRUCTION STAKING 010250-3

A. Access Roads, Parking Spurs, and Parking lots:

1. Slope stakes (cut and fill catch points), clearing limits, and slope stake references shall be established on both sides of the centerline at each station established.

Slope stakes and slope stake references shall be located on a line at right angles to tangents and on radial lines or curves. Slope stake catch points shall be located by using the grading plans and/or profiles as shown on the drawings.

2. Slope stakes shall be set at 50-foot intervals, at significant breaks in the ground profile, culvert locations, and widening transition points. Slope stakes shall be set at 25 foot intervals around curves having a radius less than 100 feet.

B. Group Units, Family Units and tent Pads

1. Slope stakes shall be established at the corners of family units. Slope stakes shall be written to reference the finish grade of the unit or pad being staked.

C. Paths and Trails

1. Slope stakes (cut and fill catch points), clearing limits, and slope stake references shall be established on both sides of the centerline at each station established.

Slope stakes and slope stake references shall be located on a line at right angles to tangents and on radial lines or curves. Slope stake catch points shall be located by using the grading plans and/or profiles as shown on the drawings.

2. Slope stakes shall be set at 10-foot intervals, at significant breaks in the ground profile, culvert locations, and widening transition points.

D. Culverts

1. Slope stakes and slope reference stakes shall be set at all culvert locations. A culvert reference stake and hub shall be set on the centerline of the culvert 10 feet from each end or beyond the clearing limit, which ever is greater. The following shall be recorded on these stakes:

a. The actual field measured length

b. The vertical and horizontal distance from hubs to the invert at the ends of the culvert.

E. Waterline, Sewerline, & other Utilities

1. Waterline, Sewerline, & other Utilities shall be staked at the locations shown on the drawings with the specified minimum burial depth. Waterline and sewerline elevations shall be accurately staked to provide for drainage as indicated on the drawings. Grade stakes shall be established as necessary to provide the control for the construction work.

F. Buildings

CONSTRUCTION STAKING 010250-4

1. Slope stakes and slope stake references shall be established at each corner and as necessary to provide adequate construction control.

3.3 DISCREPANCIES

A. The contractor shall compare the staked centerline horizontal and vertical alignment with the design data. Differences between previously recorded and observed elevations of bench marks shall be referred to the Contracting Officer. Differences in centerline profile elevations exceeding 1 foot at any two or more consecutive points shall be reported to the contracting Officer for evaluation and possible revision. Staking of these areas shall be deferred until the Contacting Officer resolves these differences.

3.4 VERTICAL CONTROL

A. Vertical control for construction shall be as referenced on the Drawings.

3.5 MARKING STAKES

A. All stakes shall be legibly marked, in the format agreed upon with the Contracting

Officer, with a stake pencil that leaves an imprinted or with waterproof ink. Marking shall conform to the nomenclature below;

PI Point of Intersection of tangents

PC Point of curvature

POC Point on curve

Pt Point of tangency

POT Point on tangent

RP Reference point

P P-line (preliminary location line)

L L-line (final location line)

BM Bench mark

TBM Temporary bench mark

BT Begin taper (any)

ET End taper (any)

C Cut

F Fill

L Centerline

D Ditch

W Width

3.6 SURVEY NOTES

A. All survey data shall be neatly recorded in survey books. All survey notes shall become the property of the Forest Service. Errors shall be deleted by lining out. Date, crew

CONSTRUCTION STAKING 010250-5

names and positions, instrumentation, and weather shall be recorded in the notes at the beginning of each day’s work. The party chief shall sign or initial each page of the notes immediately after the last entry for each day’s work.

B. Electronically recorded survey notes shall be consecutively numbered and headed to identify the contents. The notes shall be supported and accompanied by a bound book that records the project name and for each day identifies date, crew names and positions, instrumentation, weather, type of survey, stationing of sections between which survey was performed, and survey data or sketched that cannot be electronically recorded. The party chief shall sign or initial the electronically recorded notes and Day

Book immediately after the last entry for each day’s work.

END OF SECTION 010250

February 2009

MEASUREMENT AND PAYMENT WITH ASPHALT 011250-1

HOPE VALLEY CAMPGROUND RENOVATION

SECTION 011250 - MEASUREMENT AND PAYMENT WITH ASPHALT

PART 1 - GENERAL

3.7 SUMMARY

A. Measurement and payment for contract work will be made only for and under those pay items included in the Schedule of Items. All other work, labor, materials, equipment, and incidentals necessary to successfully complete the project will be considered as included in the payment for items shown. This section defines the method of measurements and basis of payment for work items listed in the Schedule of Items.

B. When more than one class, size, type, thickness, etc. is specified in the Schedule of

Items for any pay item, suffixes will be added to the item number to differentiate between the pay items.

3.8 DETERMINATION OF QUANTITIES

A. The following measurements and calculations shall be used to determine contract quantities for payment.

1. For individual construction items, longitudinal and lateral measurements for area computations shall be made horizontally or corrected to horizontal measurement unless otherwise specified. Measurements for geotextiles, netting and erosion control blankets shall be along slope lines.

2. For excavation or embankment volumes, the average end area method shall be used to compute volumes. However, if in the judgment of the Contracting Officer

(CO), the average end area method is impractical, measurement shall be made by volume in hauling vehicles or by other three-dimensional methods.

3. For Structures, they shall be measured according to neat lines shown on the drawings or as altered by the CO, in writing, to fit field conditions.

4. For items that are measured by the linear foot, such as pipe culverts, fencing, guardrail, piping, utilities, and underdrains, measurements shall be made parallel to the base or foundation upon which the structures are placed.

5. For aggregates weighed for payment, the tonnage shall not be adjusted for moisture content, unless otherwise provided for.

6. For standard manufactured items (such as fence, wire, plates, rolled shapes, pipe conduits) identified by gauge, weight, section dimensions, and so forth, such

MEASUREMENT AND PAYMENT WITH ASPHALT 011250-2

identifications shall be considered the nominal weights or dimensions. Unless controlled by tolerances in cited specifications, manufacturer's tolerances shall be accepted.

7. For bituminous material, volumes will be measured at 60 F or will be corrected to the volume at 60 F by using ASTM D1250 for asphalts. Emulsified asphalt will be measured at 60 F, or measured by converting the gallonage at another temperature to gallonage at 60 F by means of the following formula:

Gallons at 60 F = Gallons at A F

1+0.00025 (A F - 60 F)

* A F is the temperature of the material at the time the gallonage is measured.

a. For vehicular shipments, net certified scale weights or weights based on certified volumes will be used as a basis of measurement. Measurements will be adjusted when bituminous material has been lost from the vehicle or the distributor, has been wasted, or has otherwise not been incorporated into this work. Determining true weights of hauling vehicles shall be made by weighing the empty vehicles at least once a day at the times the CO directs.

Each vehicle shall bear a plainly legible identification mark.

b. When bituminous materials are shipped, net certified weights, or volume corrected for loss of foaming, can be used for computing quantities.

B. Earthwork Tolerances - Adjustments of horizontal or vertical alignment, within the tolerances specified in this contract, or shifts of balance points up to 100 feet shall be made by the contractor as necessary to produce the designed sections and to balance earthwork. Such adjustments shall not be considered as "Changes."

3.9 UNITS OF MEASUREMENT

A. Payment shall be by units defined and determined according to U.S. Standard measure and by the following:

1. Acre: Make longitudinal and transverse measurements for area computations horizontally.

2. 50lb Bag: Measurement will be for the actual number of 50lb bags of standard bentonite grout.

3. 94lb Bag: Measurement will be for the actual number of 94lb bags of standard cement or grout.

4. Cubic Yard (CY): A measurement computed by one of the following methods:

MEASUREMENT AND PAYMENT WITH ASPHALT 011250-3

a. Excavation, Embankment, or Borrow. The measurement computed by the average end area method from measurements made longitudinally along a centerline or reference line.

b. Material in Place or Stockpile. The measurement computed using the dimensions of the in-place material.

c. Material in the Delivery Vehicle. The measurement computed using measurements of material in the hauling vehicles at the point of delivery.

Vehicles shall be loaded to at least their water level capacity. Leveling of the loads may be required when vehicles arrive at the delivery point.

5. Each (EA): One complete unit, which may consist of one or more parts.

6. Gallons (GAL): The quantity shall be measured by any of the following methods:

a. Measured volume in container.

b. Metered volume by approved metering system.

c. Commercially package volume.

7. Hour (HR): Measurement will be for the actual number of hours (or fraction thereof) ordered by the Contracting Officer and performed by the contractor.

8. Linear Foot (LF): Measurement of work along its length from point-to-point;

parallel to the base or foundation. Do not measure overlaps.

9. Lump Sum (LS): One complete unit.

10. Mile: Measured horizontally along the centerline of each roadway, approach, or ramp.

11. Pound (LB): For sacked or packaged material, measurement will be the net weight as packed by the manufacturer.

12. Square Foot (SF): Measured on a plane parallel to the surface being measured.

13. Square Yard (SY): Measured on a plane parallel to the surface being measured.

14. Ton: Measured as a short ton consisting of 2,000 pounds.

3.10 METHOD OF MEASUREMENT

A. One of the following methods of measurement for determining final payment is designated on the Schedule of Items for each pay item:

1. ACTUAL QUANTITIES (AQ) - These quantities are determined from actual measurements of completed work.

2. DESIGNED QUANTITIES (DQ) - These quantities denote the final number or units to be paid for under the terms of the contract. They are based upon the

MEASUREMENT AND PAYMENT WITH ASPHALT 011250-4

original design data available prior to advertising the project. Original design data include the preliminary survey information, design assumptions, calculations, drawings, and the presentation in the contract. Changes in the number of units shown in the Schedule of Items may be authorized under any of the following conditions:

a. As a result of changes in the work authorized by the CO.

b. As a result of the CO determining that errors exist in the original design that cause a pay item quantity to change by 15 percent or more.

c. As a result of the Contractor submitting to the CO a written request showing evidence of errors in the original design that cause a pay item quantity to change by 15 percent or more. The evidence must be verifiable and consist of calculations, drawings, or other data that show how the designed quantity is believed to be in error.

3. LUMP SUM QUANTITIES (LSQ) - These quantities denote one complete unit of work as required by or described in the contract, including necessary materials, equipment, and labor to complete the job. They shall not be measured.

4. STAKED QUANTITIES (SQ) - These quantities are determined from staked measurements prior to construction.

5. VEHICLE QUANTITIES (VQ) - These quantities are measured or weighed in hauling vehicles.

3.11 PRICE ADJUSTMENT (for Out-of-Specification Bituminous Materials)

A. Bituminous materials are defined as all types and grades of asphalt cement, liquid asphalt, emulsified asphalt, and dust oil.

B. If bituminous material fails one or more test requirements, and the Contracting Officer determines it is in the public interest to accept the material at a reduced price, the price reduction shall be based on the test results giving the largest percent price adjustment.

The contractor may remove and replace the defective material or accept the adjustment.

C. The price reduction shall apply to all pay items affected.

D. Price adjustment will be based on samples taken in duplicate in accordance with

AASHTO T40 under the supervision of the Contracting Officer. Samples shall be sent to an authorized laboratory. The laboratory shall test one of each duplicate sample and retain the other. When any test result is not within the specification limits, the laboratory shall immediately notify the Contractor, the supplier, and the Contracting

Officer. The Contractor, after notifying the Contracting Officer, may check test the retained sample.

E. If the retained sample tests satisfactorily, the material will be accepted. If the retained sample also fails, the following schedule of price adjustments shall apply. The average

MEASUREMENT AND PAYMENT WITH ASPHALT 011250-5

of test values for the two samples will determine the basis for price adjustment, except when test results on the samples differ by more than the applicable AASHTO or ASTM

Repeatability Unit; then, the test result numerically nearest the specification requirement will be used. (A repeatability unit is defined as D2S or D2S% limit for single operator precision described in ASTM C670.)

F. The schedule of price adjustments shall not apply to the following tests:

Test AASHTO Test Method

Spot Test T102

Particle Charge T59

Ductility T51

G. Bituminous materials failing to meet specifications for these tests shall be removed and replaced.

H. See Table 011250-1 for the schedule of price adjustments for bituminous materials that do not meet specifications.

Table 011250-1

Schedule of Price Adjustments for Out-of-Specification Bituminous Materials.

Application

Deviation from Specification Limit Measured in Re-producibility Units*.

Less than 1 1 but less than 2

2 but less than 3

3 or more

Price reduction applicable to bituminous base course and pavement mixture or to seal coat and bituminous material paid for as a separate item.

0% 5% 25% Remove &

Replace

Price reduction applicable to bituminous ma-terial paid for as a separate item.

0% 10% 25% Remove &

Replace

* A reproducibility unit is defined as D2S or D2S% limit for multi-laboratory precision described in

ASTM recommended practice C670.

The Sieve Test (AASHTO T59) results may be exempt from the Schedule of Price Adjustments provided the contractor's quality assurance program includes checking the uniformity of bitu-minous spread rates in increments no greater than 1 foot over the width of the spray bar and vari-ation between increments is no greater than 5 percent.

PART 4 - PRODUCTS (NOT APPLICABLE)

PART 5 - EXECUTION (NOT APPLICABLE)

END OF SECTION 011250

MAY 2010

MOBILIZATION 011900-1

HOPE VALLEY CAMPGROUND RENOVATION

SECTION 011900 - MOBILIZATION

PART 6 - GENERAL

6.1 SUMMARY

A. This item is intended to compensate the Contractor for operations including, but not limited to, those necessary for the movement of personnel, equipment, supplies, and incidentals to the project site; for payment of premiums for bonds and insurance for the project; and for any other work and operations which must be performed or costs that must be incurred incident to the initiation of meaningful work at the site and for which payment is not otherwise provided for under the contract.

B. The measurement shall be lump sum for mobilization.

C. Payment:

1. Bond premiums will be reimbursed after receipt of the evidence of payment.

2. 50% of the lump sum, not to exceed 5% of the original contract amount, will be paid following completion of 5% of the original contract amount not including mobilization and bond premiums.

3. Payment of the remaining portion of the lump sum, up to 10% of the original contract amount, will be paid following completion of 10% of the original contract amount not including mobilization and bond premiums.

4. Any portion of the lump sum in excess of 10% of the original contract amount will be paid after final acceptance.

5. Progress payments for mobilization and preparatory work shall be subject to retainage.

PART 7 - PRODUCTS (NOT USED)

PART 8 - EXECUTION (NOT USED)

END OF SECTION 011900

SUBMITTAL PROCEDURES 013300-1

HOPE VALLEY CAMPGROUND RENOVATION

SECTION 013300 - SUBMITTAL PROCEDURES

PART 1 - GENERAL

8.1 SUMMARY

A. This Section includes administrative and procedural requirements for submitting Shop

Drawings, Product Data, Samples, and other miscellaneous submittals. See Table

013300-1 for a summary of required submittals.

B. See other specification section within this package for additional requirements on submittal.

8.2 SUBMITTAL PROCEDURES

A. Coordination: Coordinate preparation and processing of submittals with performance of construction activities.

1. Coordinate transmittal of different types of submittals for related parts of the

Work so processing will not be delayed because of need to review submittals concurrently for coordination.

a. The Contracting Officer (CO) reserves the right to withhold action on a submittal requiring coordination with other submittals until related submittals are received.

B. Processing Time: Allow enough time for submittal review, including time for re-submittals, as follows. Time for review shall commence on CO's receipt of submittal.

1. Initial Review: Allow 14 days for initial review of each submittal. Allow additional time if processing must be delayed to permit coordination with subsequent submittals. CO will advise Contractor when a submittal being processed must be delayed for coordination.

2. If intermediate submittal is necessary, process it in same manner as initial submittal.

3. Allow 14 days for processing each re-submittal.

4. No extension of the Contract Time will be authorized because of failure to transmit submittals enough in advance of the Work to permit processing.

C. Identification: Place a permanent label or title block on each submittal for identification.

SUBMITTAL PROCEDURES 013300-2

1. Indicate name of firm or entity that prepared each submittal on label or title block.

2. Provide a space on label or beside title block to record Contractor's review and approval markings and action taken by CO.

3. Include the following information on label for processing and recording action taken:

a. Project name.

b. Date.

c. Name and address of Contractor.

d. Name of manufacturer.

e. Unique identifier, including revision number.

f. Number and title of appropriate Specification Section.

g. Drawing number and detail references, as appropriate.

h. If more than one item is shown on submittal sheet, identify item.

D. Deviations: Highlight, encircle, or otherwise identify deviations from the Contract

Documents on submittals.

E. Additional Copies: Unless additional copies are required for final submittal, and unless

CO observes noncompliance with provisions of the Contract Documents, initial submittal may serve as final submittal.

F. Use for Construction: Use only final submittals with mark indicating action taken by

CO in connection with construction.

8.3 MEASUREMENT AND PAYMENT

A. No separate measurement and/or payment will be made for this section. Payment shall be included with work shown in the schedule of items.

PART 9 - PRODUCTS

9.1 ACTION SUBMITTALS – (Submittals requiring CO approval)

A. General: Prepare and submit Action Submittals required by individual Specification

Sections.

1. Number of Copies: Submit three copies of each submittal, unless otherwise indicated. CO will return two copies. Mark up and retain one returned copy as a

Project Record Document.

B. Product Data: Collect information into a single submittal for each element of construction and type of product or equipment.

SUBMITTAL PROCEDURES 013300-3

1. If information must be specially prepared for submittal because standard printed data are not suitable for use, submit as Shop Drawings, not as Product Data.

2. Mark each copy of each submittal to show which products and options are applicable.

3. Include the following information, as applicable:

a. Manufacturer's written recommendations.

b. Manufacturer's product specifications.

c. Manufacturer's installation instructions.

d. Manufacturer's catalog cuts.

e. Wiring diagrams showing factory-installed wiring.

f. Compliance with recognized trade association standards.

g. Compliance with recognized testing agency standards.

C. Shop Drawings: Prepare Project-specific information, drawn accurately to scale. Do not base Shop Drawings on reproductions of the Contract Documents or standard printed data.

1. Preparation: Include the following information, as applicable:

a. Dimensions.

b. Identification of products.

c. Fabrication and installation drawings.

d. Roughing-in and setting diagrams.

e. Wiring diagrams showing field-installed wiring, including power, signal, and control wiring.

f. Notation of dimensions established by field measurement.

2. Wiring Diagrams: Differentiate between manufacturer-installed and field-installed wiring.

D. Contractor's Construction Schedule: The contractor shall submit a Construction

Schedule, for approval by CO, in accordance with the contract provisions within 5 day of commencement of work.

E. Samples: Prepare physical units of materials or products, including the following:

1. Samples for Initial Selection: Submit manufacturer's color charts consisting of units or sections of units showing the full range of colors, textures, and patterns available.

9.2 INFORMATIONAL SUBMITTALS – (Submittals NOT requiring CO approval)

A. General: Prepare and submit Informational Submittals required by other Specification

Sections.

SUBMITTAL PROCEDURES 013300-4

1. Number of Copies: Submit one copy of each submittal, unless otherwise indicated. CO will not return copies.

2. Certificates and Certifications: Certificates and certifications shall be signed by an officer or other individual authorized to sign documents on behalf of that entity.

3. Test and Inspection Reports: Comply with requirements in Section 014100

"Quality Control."

B. Material Test Reports: Prepare reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting test results of material for compliance with requirements.

C. Field Test Reports: Prepare reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting results of field tests performed either during installation of product or after product is installed in its final location, for compliance with requirements.

D. Maintenance Data: Prepare written and graphic instructions and procedures for operation and normal maintenance of products and equipment. Comply with requirements in Division 1 Section "Closeout Procedures."

E. Manufacturer's Instructions: Prepare written or published information that documents manufacturer's recommendations, guidelines, and procedures for installing or operating a product or equipment. Include name of product and name, address, and telephone number of manufacturer.

PART 10 - EXECUTION

10.1 GENERAL

A. Review each submittal and check for compliance with the Contract Documents. Note corrections and field dimensions. Mark with approval stamp before submitting to CO.

B. Approval Stamp: Stamp each submittal with a uniform, approval stamp. Include

Project name and location, submittal number, Specification Section title and number, name of reviewer, date of Contractor's approval, and statement certifying that submittal has been reviewed, checked, and approved for compliance with the Contract

Documents.

C. CO will not review submittals that do not bear Contractor's approval stamp and will return them without action.

D. Submittals not required by the Contract Documents will not be reviewed and may be discarded.

SUBMITTAL PROCEDURES 013300-5

E. Substitutions – Whenever materials, products, and equipment are listed by name or brand in the specifications and/or on the drawings, it is used as a measure of quality, utility, or standard. If the Contractor prefers to use any other brand or manufacturer of same quality, appearance and utility to that specified, he shall request substitution as provided below, not less than 30 days before the planned installation of the item. The

Contracting Officer will approve or disapprove the request for substitution.

F. Requests for substitutions will only be considered if contractor submits the following:

1. Complete technical data including drawings, complete performance specifications, test data, samples and performance tests of the article proposed for substitution. Submit additional information if required by Contracting Officer.

All items in the above information shall be circled, tagged, or marked in some way to indicate all deviations or differences which the proposed item differs from the originally specified item.

2. Similar data as above for item originally specified. All items shall be marked to identify where/how the proposed substitution will differ.

3. A statement by the Contractor that the proposed substitution is in full compliance with the contract documents, applicable codes, and laws.

4. The Contractor shall be responsible for any effect upon related work in the project for any substitution and shall pay any additional costs generated by any substitutions.

10.2 SUBMITTAL SCHEDULE – Submittals shall be made as required by and called for in the drawings and specifications. The following table is a summary of the required submittals for the project - the table is to assist the Contractor and may not be all inclusive – additional submittals may be required by specific specifications:

TABLE 013000-1

Spec.

Section Section Title

Sub-sec-tion

Required Submittal

014100 Quality Control 1.3 A Contractor quality control plan

014100 Quality Control 1.3 B Permits, Licenses, and Certificates

014100 Quality Control 1.3 C Test and inspection reports

014100 Quality Control 1.3 D As-Built drawings

023701 Sediment & Erosion Control

Measures

1.2A Sediment & Erosion Control Plan

033000 Cast-in-Place Concrete 1.3A Product Data

033000 Cast-in-Place Concrete 1.3B Design Mix

033000 Cast-in-Place Concrete

1.3C Steel Reinforcement Shop

Drawings

033000 Cast-in-Place Concrete 1.3D Field Quality-Control Reports

101400 Signs 1.2A Sign List Submittal

101415 Site Identification Signs 2.1C Sign List Submittal

129300 Site Furnishings 1.2A Product Data

SUBMITTAL PROCEDURES 013300-6

Spec.

Section Section Title

Sub-sec-tion

Required Submittal

133402 Utility Boxes 1.3a Product Data

133402 Utility Boxes 1.3B Shop Drawings

133402 Utility Boxes 1.3C Product Certificates

221100 Water Distribution Systems 1.3A Product Data

221100 Water Distribution Systems 1.3B Water Disposal Plan

221100 Water Distribution Systems 1.3C Operation and Maintenance Data

221103 Plumbing Appurtenances 1.2A Product Data

221103 Plumbing Appurtenances 1.2B Operation and Maintenance Data

221105 Water Hydrants

1.3A Manufacturer’s Literature and

Maintenance Data

221105 Water Hydrants

1.3B Manufacturer’s Literature and

Maintenance Data

221105 Water Hydrants 1.3C Washed Rock Certification

221105 Water Hydrants 1.3D Maintenance Data

221310 Sewage Holding Tank 1.3A Product Data

221310 Sewage Holding Tank 1.3B Shop Drawings

221310 Sewage Holding Tank 1.3C Coordination Drawings

221310 Sewage Holding Tank 1.3D Product Certificate

312000 Earthwork 1.3A Bedding and Backfill Certification

312000 Earthwork 1.3A Sieve Analysis

312000 Earthwork 1.3B Product Data

312225 Excavation and Embankment 1.3A Density Test Results

321200 Hot Mix Asphalt Paving 1.2A Product Data

321200 Hot Mix Asphalt Paving 1.2B Job Mix Design

321200 Hot Mix Asphalt Paving 1.2C Material Certificate

321204 Crushed Aggregate Base or Surface

Course

1.2A Aggregate Base – Source, Gradation, Material Properties

321204 Crushed Aggregate Base or Surface

Course

1.2B Compaction Test Results and

Proctor

322100 Tent Pad Surface Material

1.3A Aggregate Sample, Gradation and

Certificate of Compliance

332228 Culvert Pipe and Pipe Arches 1.3A Fabricator’s Certification

332228 Culvert Pipe and Pipe Arches 1.3B Culvert Locations and Lengths

END OF SECTION 013300

May 2010

QUALITY CONTROL 014100-1

HOPE VALLEY CAMPGROUND RENOVATION

SECTION 014100 - QUALITY CONTROL

PART 1 - GENERAL

10.3 This work shall consist of providing quality control in conformance with the inspection, testing, and product certification requirements of this contract to ensure compliance with the drawings and specifications. The Contractor shall provide all personnel, equipment, tests, and reports necessary to meet the requirements of the contract.

10.4 QUALITY CONTROL

A. The Contractor shall provide and maintain a quality control system that will ensure all services, supplies, and construction work required under this contract conforms to the contract requirements. The Contractor shall perform, or cause to be performed, the sampling, inspection, and testing required to substantiate that all services, supplies, and construction conform to the contract requirements.

B. Special Tests and Inspections: Contractor will engage a testing agency to conduct required special tests and inspections.