!SPSpecifications.doc
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- RECOVERY - Big Hole Culvert Installation Federal contract opportunity
- Solicitation number
- AG-82B1-S-09-0102
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Special Project Specifications
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| AG-82B1-S-09-0102 1 .rtf | RTF text file | |
| 62972763.pdf | ||
| !General Decision Number.doc | DOC document | |
| !Specifications.doc | DOC document | |
| Drawings.pdf |
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IPNF SPECIAL PROJECT SPECIFICATION
BIG HOLE ROAD REPAIR
Section 101 - Abbreviations
101.02 Delete in its entirety and substitute the following:
Pay Items & Pay Units And
AC
Acre
AL.
Aluminum
ASP
Asphalt
AVAIL
Available
BARR
Barrier
BKN
Broken
BST
Bituminous Surface Treatment
CATTLEGD
Cattle guard
CLEAR (CLG)
Clearing
CLEAR/GRUB
Clearing & Grubbing
CMP
Corrugated Metal Pipe
COMP
Compaction
CONC
Concrete
CONST
Construction (Construct)
CTD
Coated (Coating)
CUSH
Cushion
CY (CU YD)
Cubic Yard
CY MI (CYM)
Cubic Yard Mile
DIA
Diameter
DL
Double Lane
DWGS
Drawings
EA
Each
EMB
Embankment
EXC
Excavation F&I Furnish & Install
FDN
Foundation
FT
Foot (Feet)
FUNC
Function
GAL
Gallon
GR.
Grade
GRUB
Grubbing
HDPE
High Density Polyethylene
HOR
Horizontal
HR
Hour
HT
Height I Install
IN
Inches
INCL
Including (Includes)
IND
Individual
JCT
Junction L Logs
LBS
Pounds
LDG
Loading
LF (LIN FT
Linear (lineal) Foot
LS
Lump Sum
LT
Left
MAT'L
Material M Metal
MAX
Maximum
MBF
One Thousand Feet Board Measure
MGALS
One Thousand Gallons
MHD
Method
MI
Mile
MIN
Minimum
MISC
Miscellaneous
MP
Mile Post
MSF
One Thousand Square Feet
OTBC
Open Top Box Culvert P M Placement Method
PVC
Polyvinyl chloride
RD
Road
RECOND
Reconditioning
RECONST
Reconstruction (Reconstruct)
REFL
Reflectorized
RT
Right
STMP (STP)
Stump(s)
SB
Self Balance
SEC
Section
SF
Square Foot (Feet)
SL
Single Lane
SLD
Solid
ST
Slash Treatment
STA
Station (100 Feet)
STA YD
Station Yard
STL
Steel
STR (STRUC)
Structural
SY (SQ YD)
Square Yard
SZ
Size T&L Tops & Limbs
TBR
Timber
TH
Thickness
TM
Ton Mile
TO
Turnout
TOL
Turnout Left
TOR
Turnout right
TRS
Trees
UOT
Utilization of timber
VERT
Vertical W Width W/ With W/O Without
X-SEC
Cross Section
YD
Yard
F04 - SPS 101 – 1 (8/10/09)
SPECIAL PROJECT SPECIFICATION
Section 102 - Definitions
Add the following:
"Noxious Weeds or Weeds. Any exotic plant species established or that may be introduced in the State which may render land unfit for agriculture, forestry, livestock, wildlife, or other beneficial uses and which is designated by the State's Department of Agriculture, or by the County's weed management district, or by other appropriate agencies having jurisdiction, or as listed on the current "All States Noxious Weed List".
Shop Drawings. Incidental design sheets and/or drawings, which the Contractor is required to submit to the Contracting Officer (C.O.). Shop drawings shall conform to the contract requirements, but they are not part of the contract drawings. They may be drawings, diagrams, schedules, performance charts, brochures, and similar data prepared by the Contractor, subcontractor, manufacturer, suppliers, or distributors that illustrate how specific portions of the work are to be fabricated or installed.
Weed Management District. A weed management district is any area of land identified for one of the following: a project or job site, a County, two or more Counties, or a National Forest.
SPS 102 - 1 (8/10/09)
SPECIAL PROJECT SPECIFICATION
BIG HOLE ROAD REPAIR
Section 103 – Intent of Contract
Replace the second sentence with the following:
"Unless otherwise provided, the contractor shall furnish all labor, material, equipment, tools, transportation, and supplies, and shall perform all work as indicated in the drawings and specifications, and in accordance with the provisions of the contract.”
SPS 103 - 1 (8/10/09)
SPECIAL PROJECT SPECIFICATION
BIG HOLE ROAD REPAIR
Section 104 – Maintenance for Traffic 104.01 Roads to be Delete the first two paragraphs and replace with the following:
Constructed " All Roads shall be closed during project work in accordance with the sign plan.
Prior to the Contractor shutting down any operations, the Contractor shall take such precautions as may be necessary to prevent damage to the project, such as approaches, crossings or intersections; and shall make provisions for normal drainage and minimization of erosion.
CONSTRUCTION SIGNING
The contractor shall provide, erect, and maintain all necessary barricades, suitable and sufficient signs, and other traffic control devices in accordance with the latest edition of the Manual on Uniform Traffic Control Devices (MUTCD). The contractor shall take necessary precautions for the protection of the work and safety of the public. Access roads closed to traffic for safety and to protect the work shall be protected by effective barricades and signs."
PAYMENT
104.03
Add the following:
Basis
"Payment for construction signing and traffic control under this section shall be considered subsidiary to Pay Item 601 Mobilization, and no separate payment will be made."
SPS 104 - 1 (8/10/09)
IPNF SPECIAL PROJECT SPECIFICATION
BIG HOLE ROAD REPAIR
Section 106 - Measurement & Payment 106.03 Units of Under "(a) Cubic Yard," add the following:
Measurement "(4) Material, Compacted in Place. The measurement computed using measurements of material in the compacted state on the project. Statistically random measurements of length, depth, and width for computation of quantities shall be made when Actual Quantities are shown in the SCHEDULE OF ITEMS."
106.04 Methods of Add the following:
Measurement "The Variation of Quantity Clause does not apply to items paid for on a Designed Quantity (D.Q.) or Lump Sum Quantity (L.S.Q.) basis."
SPS 106 - 1 (8/10/09)
SPECIAL PROJECT SPECIFICATION
BIG HOLE ROAD REPAIR
Section 203 – Excavation & Embankment
PAYMENT
203.19
Basis
"Pay Item
Pay Unit
203(10)H Borrow Excavation, Placement. . . . . . . . . . D.Q.”
Method 2, includes haul
SPS 203 - 1 (8/10/09)
SPECIAL PROJECT SPECIFICATION
BIG HOLE ROAD REPAIR
Section 204 - Soil Erosion & Water Pollution Control
DESCRIPTION
204.01
Delete the entire subsection and substitute the following:
Work
“This work consists of special temporary and/or permanent construction measures as SHOWN ON THE DRAWINGS and/or listed in this specification to control soil erosion and water pollution. Such measures may include but are not limited to; filter windrows, slash blankets, brush barriers, drainage devices, earth berms, earthen water bars, sediment basins, silt fences, aggregate base/surfacing, rock ditches, riprap, seeding, mulching, and/or straw bales.”
MATERIALS
204.02
Requirements
“Other materials shall be allowed with written approval from the Contracting Officer.”
CONSTRUCTION
204.03
Performance "Install a sediment basin on the downstream side of each stream channel crossing where water occurs AS SHOWN ON THE DRAWINGS.”
PAYMENT
204.05
Delete the entire subsection and substitute with the following:
“Erosion control work under this specification and not shown in the SCHEDULE OF ITEMS shall be incidental to Pay Items listed in the SCHEDULE OF ITEMS and no separate payment shall be made.”
SPS 204 - 1 (8/10/09)
SPECIAL PROJECT SPECIFICATION
BIG HOLE ROAD REPAIR
Section 205A - Haul
MEASUREMENT
205A.02 Delete the last sentence of this subsection.
Methods
PAYMENT
205A.03 Delete the entire subsection and replace with the following:
Basis
"When no pay item for 205A is specified, the payment for haul shall be included as a subsidiary item to Sections 203 and 619. No separate payment shall be made under Item 205A.”
SPS 205A - 1 (8/10/09)
SPECIAL PROJECT SPECIFICATION
BIG HOLE ROAD REPAIR
Section 206A – Excavation for Culverts & Minor Structures
CONSTRUCTION
206A.03
Add the following:
Work “Channel sites 1503-01 and 1503-0.3 have been restored to a natural state and minimal excavation is required to achieve natural stream gradient.”
SPS 206A - 1 (8/10/09)
SPECIAL PROJECT SPECIFICATION
Section 299 – Composite Road Construction
DESCRIPTION
299.01
Replace the second sentence with the following:
Work “Clearing and grubbing consists of removing slash and debris from side slopes of the restored channel sites. Work also includes removal of two earth barriers on Road 1503.”
CONSTRUCTION
299.03
Add the following:
Clearing & Disposal “Dispose of slash by Method C, scattering.”
299.07
Add the following:
Erosion Control “Seeding shall conform to the requirements listed under Section 625 Seeding & Mulching.”
SPS 299 - 1 (8/10/09)
Section 601 - Mobilization
DESCRIPTION
601.01 Add the following to this section:
Work
"Preparatory work shall include cleaning of all equipment before entering National Forest System Lands. The contractor is required to clean all construction equipment prior to entering National Forest System Lands. This cleaning shall remove all dirt, plant parts, and material that may carry noxious weed seeds into the area. Only construction equipment inspected by the Contracting Officer will be allowed to operate within National Forest System Lands. All subsequent move-ins of equipment shall be treated the same as the initial move-in. Truck beds and dump boxes hauling to the project site must also be cleaned prior to entering the work area.
Prior to initial move-in, the Contractor shall make all construction equipment available for inspection by the Contracting Officer at an agreed upon location. The Contractor shall provide the Contracting Officer at least 24 hours advance notification when equipment is ready for inspection.”
SPS 601 - 1 (8/10/09)
SPECIAL PROJECT SPECIFICATION
BIG HOLE ROAD REPAIR
Section 603 – Metal Pipe
CONSTRUCTION
603.03
Excavation “Install culverts at the locations and elevations staked by the Contracting Officer.”
603.08 At the end of the second paragraph, after “Method A or B,” add
Backfilling
"or C"
After Method B, add:
"Method C - Compaction shall be obtained by a minimum of two passes with a mechanical tamper, approved the Contracting Officer, for each 6-inch layer (loose thickness) of backfill."
PAYMENT
603.11 Add the following:
Basis
"Furnishing and placing bedding is incidental in cost to Pay Items listed under 603 as SHOWN IN THE SCHEDULE OF ITEMS and no separate payment shall be made.”
SPS 603 - 1 (8/10/09)
Section 619 – Riprap
DESCRIPTION
619.01
Delete this entire subsection and replace with the following:
Work
“This work shall consist of placing erosion-resistant and protective materials at the inlets and outlets of culverts.”
MATERIALS
619.02
Delete the 3rd paragraph, 2nd table and replace with following:
Hand-Placed
Machine-Placed, Neither the breadth nor thickness of any piece of riprap shall
& Dumped Riprap be less than one-third its length. Stone shall be free from overburden, spoil, shale, and organic material; shall meet the gradation requirements for the class specified or other size class determined by the
Contracting Officer. Use riprap at locations designated by the Contracting Officer.
RIPRAP
CLASS
STONE
WEIGHT
IN LBS
| % SMALLER THAN THE GIVEN |
| 1. 2. & 3. EQUIVALENT CUBIC SIZE |
INCHES
BETWEEN
EQUIVALENT
CUBIC SIZE
MM
REMARKS
<---weight Size------------------------------------------------------>
| III |
| 100 |
<10
<10 1.Size developed from weight using specific gravity of 2.71 and unit weight of 169 #/cubic ft. and then rounded to nearest inch.
| IV |
| 150 |
<10 <10 2.To determine weight of non cubic rocks - use the following formula:
X=WxDxLx .0978 #/Cubic Inch
SPS 619 - 1 (8/10/09)
RIPRAP
CLASS
STONE
WEIGHT
IN LBS
| % SMALLER THAN THE GIVEN |
| 1. 2. & 3. EQUIVALENT CUBIC SIZE |
INCHES
BETWEEN
EQUIVALENT
CUBIC SIZE
MM
REMARKS
<---weight Size------------------------------------------------------>
| V |
| 250 |
<10
<10
X = Stone Weight (lbs) W = Width D = Depth L = Length Example:
27"x21"x18"x.0978=998lbs
| VI |
| 400 |
<10 <10 This would place the stone at 998 lbs in the maximum size for Class VIII, 30% between 800# and 1600#.
PAYMENT
619.10
619(20)H Machine-Placed Riprap, . . . . . . . . . . . . . . D.Q.”
Class III – VI, includes haul
SPS 619 - 2 (8/10/09)
SPECIAL PROJECT SPECIFICATION
BIG HOLE ROAD REPAIR
Section 625 – Seeding & Mulching
DESCRIPTION
625.01
Delete the entire subsection and substitute the following:
“This work shall consist of preparing seedbed and furnishing and placing required seed.”
MATERIALS
625.02 Add the following:
Requirements
“The kinds of seed to be furnished and the amounts to applied in terms of pure live seed (P.L.S.) shall be as follows for all disturbed areas.
| SPECIES |
| P.L.S. LBS./AC. |
| Slender wheatgrass "Pryor" or "Revenue" (Elymus trachycaulus ssp. trachycaulus) |
| 3.0 |
| Sheep fescue "Durar" (Festuca ovina) |
| 5.0 |
| Mountain brome "Bromar" (Bromus marginatus) |
| 5.0 |
| Annual rye (Lolium multiflorum) |
| 4.0 |
| *Alsike clover (Trifolium hybridum) |
| 2.0 |
| TOTAL |
| 19.0 |
Acceptable substitutes:
Blue wildrye "Arlington" or "Elkton" (Elymus glaucus) @ 3 P.L.S. LBS./AC. for slender wheatgrass
Streambank wheatgrass "Sodar" @ 3 P.L.S. LBS./AC. for slender wheatgrass
* Streambank wheatgrass "Sodar" @ 1 P.L.S. LBS./AC. for Alsike clover if treating weeds w/herbicides or if use of Alsike clover would conflict with other resource values (e.g. grizzly bear habitat).
Pounds of seed per acre to be furnished shall be obtained by dividing the pounds of pure live seed per acre required by the product of the percent purity times the germination rate:
P.L.S. LBS/acre = pounds commercial seed per acre purity x germination
SPS 625 - 1 (8/10/09)
Example:
5 P.L.S. LBS./AC._____ = 6.54 pounds of commercial seed per acre
0.9 x 0.85
(where purity = 90% and germination = 85%)
CONSTRUCTION
625.03
Add:
Seeding
“Time of application shall be as specified below:
Seasons
During the Months marked with an 'X' below:
| JAN |
| FEB |
| MAR |
| APR |
| MAY |
| JUNE |
| JULY |
| AUG |
| SEPT |
| OCT |
| NOV |
| DEC |
| x |
| x |
| x |
| x |
Should climatic conditions permit, application may be performed outside the months marked above upon written approval by the Contracting Officer.”
625.04
Replace the first sentence with the following:
Soil Preparation
“Seed all disturbed areas.”
625.05
Application of
Methods for Seed, Apply seed by (b) Dry Method.
Fertilizer, &
Limestone
625.06
Delete in it’s entirety:
Application of
Mulch
625.08
Delete in it’s entirety.
Installation of
Netting & Erosion
Control Blankets
PAYMENT
625.11 Add the following:
Basis
"Furnishing and placing required seed for Road 1503 is incidental in cost to Pay Item 299 as SHOWN IN THE SCHEDULE OF ITEMS and no separate payment shall be made.”
SPS 625 - 2 (8/10/09)
SPECIAL PROJECT SPECIFICATION
BIG HOLE ROAD REPAIR
Section 637 - Equipment Rental
DESCRIPTION
637.01
"Equipment Rental work under this project shall be utilized for additional project work not included in the SCHEDULE OF ITEMS."
EQUIPMENT
637.03
Replace paragraph (g) with the following:
Items of
Equipment “Large Dump Truck.
(1) Meets all safety standards set by the State of Idaho and U.S. Forest Service and is licensed to haul designated materials within the State of Idaho.
(2) 10 to 12 C.Y. rated capacity. A minimum of 10 C.Y. with sideboards at water level.
(3) End dump with removable tailgate.
(4) Single unit tandem drive axle.
(5) Hydraulic hoist.
(6) No fluid leaks.
(7) Backup warning device.
(8) Equipped with CB for driver safety.
(9) Spare tire on truck with a minimum of 50% original tread.
1990 model or new preferred.
(10) Or similar type of equipment as accepted by the Contracting Officer.”
SPS 637 - 1 (8/10/09)
Add the following to paragraph (j):
Hydraulic Excavator
(1) 150 SAE Net horsepower (H.P.).
(2) Tracked, crawler type.
(3) No fluid leaks, machine will work near stream.
(4) Bucket must be equipped with hydraulic "thumb", claw style with teeth capable of grasping material.
(5) Hook or Eye on backside of bucket to allow attachment of chain or cable. Bucket capacity minimum 1.75 C.Y.
(6) Hydraulically Operated.
(7) Equipped with a frame mounted hook/eye to accommodate attachment of a cable, chain or choker.
(8) Minimum digging depth of 25 feet.
(9) 1995 model or newer.
(10) Or similar type of equipment accepted by the Contracting Officer.
PAYMENT
637.08
637(12) Hydraulic Excavator . . . . . . . . . . . . . . . . . . . .HR.”
SPS 637 - 2 (8/10/09)
Section 713 - Roadside Improvement Materials 713.04 Replace the first paragraph with the following paragraph:
Seed
“The kinds of grass, legumes and cover-crop seed furnished shall be those stipulated in the SPECIAL PROJECT SPECIFICATIONS. All seed shall meet the requirements of Federal Specification-JJJ-S-181 which shall be amended as follows:
All seed purchased shall be certified to be free of noxious weed seeds from weeds listed on the current "All States Noxious Weeds List".
Replace the second paragraph with the following paragraph:
“Seed shall be furnished separately or in mixture in standard containers with (1) seed name; (2) lot number; (3) net weight; (4) percentages of purity and of germination (in case of legumes, percentage of germination to include hard seed); and (5) percentage of maximum weed seed content clearly marked for each kind of seed. The contractor shall furnish the Engineer duplicate signed copies of a statement certifying that each lot of seed has been tested by a certified seed analyst. This statement shall include (1) name and address of laboratory, (2) date of test, (3) lot number for each kind of seed, and (4) results of tests as to name, percentages of purity and of germination, and percentage of weed content for each kind of seed furnished, and, in case of a mixture, the proportions of each kind of seed. Laboratory testing for noxious weeds shall be conducted prior to seed mixing. Only after a finding and documentation in writing of no weeds on the current "All States Noxious Weeds List" will the seed be accepted and used. Legume seed shall be inoculated with approved cultures in accordance with the instructions of the manufacturer. Seed analysis labels attached to the bags shall be provided to the C.O.”
R01-85 SPS 713 - 1 (4/96)
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