Cedar_Fire_BAER_Project_Task_Order.pdf
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Cedar Fire BAER Roads Project Individual Project Task Order Page 1 of 23
INDIVIDUAL PROJECT TASK ORDER
Contract Number Individual Project Task Order Number
This Individual Project Task Order is issued under contract number:
ISSUING OFFICE: (Forest Service Unit Name) Task Order Date
Sequoia National Forest
Financial obligations and payments shall be processed via the Issuing Office.
PROJECT:
PROJECT NAME: Cedar Fire BAER Roads Project
The Government’s estimate is between $ 500,000.00 and $ 1,000,000.00
Itemized payment items, quantities, prices and detailed project requirements are enclosed
Proposal Request Date: 7/13/17
Proposal Response Date/Time (close of business unless otherwise shown): August 14, 2017 at 10:00 Local Time
A BID GUARANTEE is required for all offers exceeding $150,000.00.
OFFER:
Offeror Name (same as on contract) Offered by (Name, Title, Phone):
Offered Amounts attached in Section B. Authorized Signature:
Date:
This is a firm offer for 60 calendar days from the Response Date/Time. The offer agrees to furnish any required bonds and to perform the work at the prices offered.
AWARD:
ITEMS ACCEPTED:
TOTAL
AMOUNT: $
Task Order Number and Award Date shown at top.
Ordered by (Name, Title, Phone): Authorized Signature
Task Order Contracting Officer
Cedar Fire BAER Roads Project Individual Project Task Order Page 2 of 23
PART I—THE SCHEDULE
SECTION B--SUPPLIES OR SERVICES AND PRICES/COSTS
BID SCHEDULE
B-1 BID SCHEDULE
Cedar Fire BAER Roads Rehabilitation Project
WESTERN DIVIDE AND KERN RIVER RANGER DISTRICTS
SEQUOIA NATIONAL FOREST/GIANT SEQUOIA NATIONAL MONUMENT
Pay
Item
No.
Item Description
Method of Meas
Est Quan
Pay
Unit
Unit
Price
Amount
Road # 23S04A Deer Creek Mill. Base Bid Work Items:
17009 Water Supply and Watering A.Q. 2.5 Mile
30322 Reconditioning of ML 2 Roadbed without Watering
(Compaction with Spreading & Hauling Equipment)
A.Q. 2.5 Mile
Road # 23S16 Sugarloaf. Base Bid Work Items:
20404 Borrow Excavation, Compaction B C.Q. 24 C.Y.
60404B Inlet Basin (Enlarge Existing) A.Q. 28 Each
60409A Install 18" Trash Rack for Metal End Section A.Q. 3 Each
60409B Install 24" Trash Rack for Metal End Section A.Q. 5 Each
60601A Reset Existing 12" Type 2 Spillway Inlet Assembly with
Flume and Anchor Stakes (Existing Location on Road)
A.Q. 9 Each
60601B Remove Existing and Replace w/ New. Furnish and
Install 12" Type 2 Spillway Inlet Assembly with
Corrugated Rectangular 12" Inch Flume and Anchor
Stakes, Complete Installation (Existing Location on
Road)
A.Q. 1 Each
60601C Remove Existing and Replace w/ New. Furnish and
Install 24" Type 2 Spillway Inlet Assembly with
Corrugated Rectangular 24" Inch Flume and Anchor
Stakes, Complete Installation (Existing Location on
Road)
A.Q. 1 Each
60606A Furnish and Install 18-Inch Metal End Section on Culvert
Inlet (Location on Drawings)
A.Q. 1 Each
60606C Furnish and Install 36-Inch Metal End Section on Culvert
Inlet (Location on Drawings)
A.Q. 3 Each
Road # 23S22 Deer Lion Ridge. Base Bid Work Items:
Cedar Fire BAER Roads Project Individual Project Task Order Page 3 of 23
17009 Water Supply and Watering A.Q. 1 Mile
30322 Reconditioning of ML 2 Roadbed without Watering
(Compaction with Spreading & Hauling Equipment)
A.Q. 1 Mile
Road # 24S02 Baker Point. Base Bid Work Items:
17009 Water Supply and Watering A.Q. 3.15 Mile
20419 Drainage Excavation, Type Runoff Ditch (Construct
New)
A.Q. 30 L.F.
20420A Drainage Excavation, Type Rolling Dip for ML2
(Construct New)
A.Q. 8 Each
25101 Placed Riprap, Class 2 A.Q. 5 C.Y.
30322 Reconditioning of ML 2 Roadbed without Watering
(Compaction with Spreading & Hauling Equipment)
A.Q. 3.15 Mile
60404B Inlet Basin (Enlarge Existing) A.Q. 10 Each
60601B Remove Existing and Replace w/ New. Furnish and
Install 12" Type 2 Spillway Inlet Assembly with
Corrugated Rectangular 12" Inch Flume and Anchor
Stakes, Complete Installation (Existing Location on
Road)
A.Q. 6 Each
60601C Remove Existing and Replace w/ New. Furnish and
Install 24" Type 2 Spillway Inlet Assembly with
Corrugated Rectangular 24" Inch Flume and Anchor
Stakes, Complete Installation (Existing Location on
Road)
A.Q. 1 Each
60606B Furnish and Install 24-Inch Metal End Section on Culvert
Inlet (Location on Drawings)
A.Q. 1 Each
63535 Earthen Barrier Closure D.Q. 15 C.Y.
Road # 24S03 Schultz. Base Bid Work Items:
17009 Water Supply and Watering A.Q. 1.5 Mile
25101 Placed Riprap, Class 2 A.Q. 8 C.Y.
30322 Reconditioning of ML 2 Roadbed without Watering
(Compaction with Spreading & Hauling Equipment)
A.Q. 1.5 Mile
60404B Inlet Basin (Enlarge Existing) A.Q. 3 Each
60601B Remove Existing and Replace w/ New. Furnish and
Install 12" Type 2 Spillway Inlet Assembly with
Corrugated Rectangular 12" Inch Flume and Anchor
Stakes, Complete Installation (Existing Location on
Road)
A.Q. 1 Each
Cedar Fire BAER Roads Project Individual Project Task Order Page 4 of 23
60601C Remove Existing and Replace w/ New. Furnish and
Install 24" Type 2 Spillway Inlet Assembly with
Corrugated Rectangular 24" Inch Flume and Anchor
Stakes, Complete Installation (Existing Location on
Road)
A.Q. 3 Each
60606C Furnish and Install 36-Inch Metal End Section on Culvert
Inlet (Location on Drawings)
A.Q. 2 Each
63535 Earthen Barrier Closure D.Q. 10 C.Y.
Road # 24S07 Sandy Creek. Base Bid Work Items:
15101 Mobilization L.S.Q. 1 L.S.
17009 Water Supply and Watering A.Q. 11.9 Mile
20404 Borrow Excavation, Compaction B D.Q. 65 C.Y.
20420A Drainage Excavation, Type Rolling Dip for ML2
(Construct New)
A.Q. 39 Each
20423 Earth Berm (Construct New) A.Q. 1560 L.F.
25101 Placed Riprap, Class 2 A.Q. 20 C.Y.
30322 Reconditioning of ML 2 Roadbed without Watering
(Compaction with Spreading & Hauling Equipment)
A.Q. 11.9 Mile
60404B Inlet Basin (Enlarge Existing) A.Q. 9 Each
60606A Furnish and Install 18-Inch Metal End Section on Culvert
Inlet (Location on Drawings)
A.Q. 4 Each
60606C Furnish and Install 36-Inch Metal End Section on Culvert
Inlet (Location on Drawings)
A.Q. 1 Each
60601B Remove Existing and Replace w/ New. Furnish and
Install 12" Type 2 Spillway Inlet Assembly with
Corrugated Rectangular 12" Inch Flume and Anchor
Stakes, Complete Installation (Existing Location on
Road)
A.Q. 77 Each
60601A Reset Existing 12" Type 2 Spillway Inlet Assembly with
Flume and Anchor Stakes (Existing Location on Road)
A.Q. 3 Each
60601D Remove Existing and Replace w/ New. Furnish and
Install 24" Type 2 Spillway Inlet Assembly with
Corrugated Rectangular 24" Inch Flume and Anchor
Stakes, Complete Installation (Existing Location on
Road)
A.Q. 9 Each
Road # 24S08 Tobias Peak L.O. Base Bid Work Items:
17009 Water Supply and Watering A.Q. 0.5 Mile
Cedar Fire BAER Roads Project Individual Project Task Order Page 5 of 23
30322 Reconditioning of ML 2 Roadbed without Watering
(Compaction with Spreading & Hauling Equipment)
A.Q. 0.5 Mile
Road # 24S15 Portuguese Meadow. Base Bid Work Items:
20420B Drainage Excavation, Type Rolling Dip for ML3
(Construct New)
A.Q. 1 Each
60404B Inlet Basin (Enlarge Existing) A.Q. 43 Each
60601B Remove Existing and Replace w/ New. Furnish and
Install 12" Type 2 Spillway Inlet Assembly with
Corrugated Rectangular 12" Inch Flume and Anchor
Stakes, Complete Installation (Existing Location on
Road)
A.Q. 1 Each
60601C Remove Existing and Replace w/ New. Furnish and
Install 24" Type 2 Spillway Inlet Assembly with
Corrugated Rectangular 24" Inch Flume and Anchor
Stakes, Complete Installation (Existing Location on
Road)
A.Q. 2 Each
60606A Furnish and Install 18-Inch Metal End Section on Culvert
Inlet (Location on Drawings)
A.Q. 2 Each
Road # 24S22 Fir Camp. Base Bid Work Items:
17009 Water Supply and Watering A.Q. 2.45 Mile
30322 Reconditioning of ML 2 Roadbed without Watering
(Compaction with Spreading & Hauling Equipment)
A.Q. 2.45 Mile
Road # 24S23 East Lion. Base Bid Work Items:
17009 Water Supply and Watering A.Q. 2.45 Mile
30322 Reconditioning of ML 2 Roadbed without Watering
(Compaction with Spreading & Hauling Equipment)
A.Q. 2.45 Mile
Road # 24S24 Tobias Meadow. Base Bid Work Items:
17009 Water Supply and Watering A.Q. 3.5 Mile
20420A Drainage Excavation, Type Rolling Dip for ML2
(Construct New)
A.Q. 3 Each
30322 Reconditioning of ML 2 Roadbed without Watering
(Compaction with Spreading & Hauling Equipment)
A.Q. 3.5 Mile
60601B Remove Existing and Replace w/ New. Furnish and
Install 12" Type 2 Spillway Inlet Assembly with
Corrugated Rectangular 12" Inch Flume and Anchor
Stakes, Complete Installation (Existing Location on
Road)
A.Q. 3 Each
Road # 24S25 McSwiney Blvd. Base Bid Work Items:
Cedar Fire BAER Roads Project Individual Project Task Order Page 6 of 23
17009 Water Supply and Watering A.Q. 2.3 Mile
20404 Borrow Excavation, Compaction B D.Q. 10 C.Y.
20420A Drainage Excavation, Type Rolling Dip for ML2
(Construct New)
A.Q. 2 Each
30322 Reconditioning of ML 2 Roadbed without Watering
(Compaction with Spreading & Hauling Equipment)
A.Q. 2.3 Mile
60601A Reset Existing 12" Type 2 Spillway Inlet Assembly with
Flume and Anchor Stakes (Existing Location on Road)
A.Q. 1 Each
60601B Remove Existing and Replace w/ New. Furnish and
Install 12" Type 2 Spillway Inlet Assembly with
Corrugated Rectangular 12" Inch Flume and Anchor
Stakes, Complete Installation (Existing Location on
Road)
A.Q. 2 Each
60601C Remove Existing and Replace w/ New. Furnish and
Install 24" Type 2 Spillway Inlet Assembly with
Corrugated Rectangular 24" Inch Flume and Anchor
Stakes, Complete Installation (Existing Location on
Road)
A.Q. 2 Each
Road # 24S27 Spear Creek. Base Bid Work Items:
17009 Water Supply and Watering A.Q. 0.75 Mile
30322 Reconditioning of ML 2 Roadbed without Watering
(Compaction with Spreading & Hauling Equipment)
A.Q. 0.75 Mile
Road # 24S28 Sunday Peak. Base Bid Work Items:
17009 Water Supply and Watering A.Q. 0.45 Mile
20420A Drainage Excavation, Type Rolling Dip for ML2
(Construct New)
A.Q. 1 Each
25101 Placed Riprap, Class 2 A.Q. 15 C.Y.
30322 Reconditioning of ML 2 Roadbed without Watering
(Compaction with Spreading & Hauling Equipment)
A.Q. 0.45 Mile
Road # 24S34 Tyler Meadow. Base Bid Work Items:
17009 Water Supply and Watering A.Q. 1.5 Mile
20420A Drainage Excavation, Type Rolling Dip for ML2
(Construct New)
A.Q. 1 Each
30322 Reconditioning of ML 2 Roadbed without Watering
(Compaction with Spreading & Hauling Equipment)
A.Q. 1.5 Mile
Road # 24S35 Shultz Creek. Base Bid Work Items:
17009 Water Supply and Watering A.Q. 8.4 Mile
Cedar Fire BAER Roads Project Individual Project Task Order Page 7 of 23
20420A Drainage Excavation, Type Rolling Dip for ML2
(Construct New)
A.Q. 12 Each
25101 Placed Riprap, Class 2 A.Q. 5 C.Y.
30322 Reconditioning of ML 2 Roadbed without Watering
(Compaction with Spreading & Hauling Equipment)
A.Q. 8.4 Mile
60404B Inlet Basin (Enlarge Existing) A.Q. 18 Each
60409B Install 24" Trash Rack for Metal End Section A.Q. 3 Each
60601A Reset Existing 12" Type 2 Spillway Inlet Assembly with
Flume and Anchor Stakes (Existing Location on Road)
A.Q. 6 Each
60601B Remove Existing and Replace w/ New. Furnish and
Install 12" Type 2 Spillway Inlet Assembly with
Corrugated Rectangular 12" Inch Flume and Anchor
Stakes, Complete Installation (Existing Location on
Road)
A.Q. 22 Each
60601C Remove Existing and Replace w/ New. Furnish and
Install 24" Type 2 Spillway Inlet Assembly with
Corrugated Rectangular 24" Inch Flume and Anchor
Stakes, Complete Installation (Existing Location on
Road)
A.Q. 6 Each
60606A Furnish and Install 18-Inch Metal End Section on Culvert
Inlet (Location on Drawings)
A.Q. 4 Each
60606B Furnish and Install 24-Inch Metal End Section on Culvert
Inlet (Location on Drawings)
A.Q. 5 Each
60606D Furnish and Install 48-Inch Metal End Section on Culvert
Inlet (Location on Drawings)
A.Q. 2 Each
Road # 24S50 Greenhorn Mtn. Base Bid Work Items:
17009 Water Supply and Watering A.Q. 2.5 Mile
30322 Reconditioning of ML 2 Roadbed without Watering
(Compaction with Spreading & Hauling Equipment)
A.Q. 2.5 Mile
Road # 24S77 East Horse. Base Bid Work Items:
17009 Water Supply and Watering A.Q. 1.4 Mile
30322 Reconditioning of ML 2 Roadbed without Watering
(Compaction with Spreading & Hauling Equipment)
A.Q. 1.4 Mile
Road # 24S80 Lower Dry Meadow. Base Bid Work Items:
17009 Water Supply and Watering A.Q 0.3 Mile
30322 Reconditioning of ML 2 Roadbed without Watering
(Compaction with Spreading & Hauling Equipment)
A.Q 0.3 Mile
Cedar Fire BAER Roads Project Individual Project Task Order Page 8 of 23
60404B Inlet Basin (Enlarge Existing) A.Q. 1 Each
Road # 24S83 Upper Dry Meadow. Base Bid Work Items:
17009 Water Supply and Watering A.Q. 1.4 Mile
30322 Reconditioning of ML 2 Roadbed without Watering
(Compaction with Spreading & Hauling Equipment)
A.Q. 1.4 Mile
60404B Inlet Basin (Enlarge Existing) A.Q. 3 Each
60601A Reset Existing 12" Type 2 Spillway Inlet Assembly with
Flume and Anchor Stakes (Existing Location on Road)
A.Q. 1 Each
60601B Remove Existing and Replace w/ New. Furnish and
Install 12" Type 2 Spillway Inlet Assembly with
Corrugated Rectangular 12" Inch Flume and Anchor
Stakes, Complete Installation (Existing Location on
Road)
A.Q. 1 Each
60601C Remove Existing and Replace w/ New. Furnish and
Install 24" Type 2 Spillway Inlet Assembly with
Corrugated Rectangular 24" Inch Flume and Anchor
Stakes, Complete Installation (Existing Location on
Road)
A.Q. 1 Each
Road # 24S83A Upper Dry Meadow-A. Base Bid Work Items:
17009 Water Supply and Watering A.Q. 0.3 Mile
20420A Drainage Excavation, Type Rolling Dip for ML2
(Construct New)
A.Q. 1 Each
30322 Reconditioning of ML 2 Roadbed without Watering
(Compaction with Spreading & Hauling Equipment)
A.Q. 0.3 Mile
60601A Reset Existing 12" Type 2 Spillway Inlet Assembly with
Flume and Anchor Stakes (Existing Location on Road)
A.Q. 1 Each
Road # 24S93 Peel Peak. Base Bid Work Items:
17009 Water Supply and Watering A.Q. 4 Mile
20419 Drainage Excavation, Type Runoff Ditch (Construct
New)
A.Q. 45 L.F.
20420A Drainage Excavation, Type Rolling Dip for ML2
(Construct New)
A.Q. 11 Each
25101 Placed Riprap, Class 2 A.Q. 5 C.Y.
30322 Reconditioning of ML 2 Roadbed without Watering
(Compaction with Spreading & Hauling Equipment)
A.Q. 4 Mile
60404B Inlet Basin (Enlarge Existing) A.Q. 4 Each
60409D Install 48" Trash Rack for Metal End Section A.Q. 2 Each
Cedar Fire BAER Roads Project Individual Project Task Order Page 9 of 23
60409E Install 72" Trash Rack for Metal End Section A.Q. 1 Each
60601B Remove Existing and Replace w/ New. Furnish and
Install 12" Type 2 Spillway Inlet Assembly with
Corrugated Rectangular 12" Inch Flume and Anchor
Stakes, Complete Installation (Existing Location on
Road)
A.Q. 9 Each
60601C Remove Existing and Replace w/ New. Furnish and
Install 24" Type 2 Spillway Inlet Assembly with
Corrugated Rectangular 24" Inch Flume and Anchor
Stakes, Complete Installation (Existing Location on
Road)
A.Q. 1 Each
60606A Furnish and Install 18-Inch Metal End Section on Culvert
Inlet (Location on Drawings)
A.Q. 2 Each
60606B Furnish and Install 24-Inch Metal End Section on Culvert
Inlet (Location on Drawings)
A.Q. 1 Each
Road # 24S93B Peel Peak-B. Base Bid Work Items:
17009 Water Supply and Watering A.Q. 1 Mile
20420C Drainage Excavation, Type Water Bar (Construct New) A.Q. 12 Each
30322 Reconditioning of ML 2 Roadbed without Watering
(Compaction with Spreading & Hauling Equipment)
A.Q. 1 Mile
63535 Earthen Barrier Closure D.Q. 12 C.Y.
Road # 24S94 Spear. Base Bid Work Items:
17009 Water Supply and Watering A.Q. 1.3 Mile
20404 Borrow Excavation, Compaction B C.Q. 7 C.Y.
20419 Drainage Excavation, Type Runoff Ditch (Construct
New)
A.Q. 25 L.F.
20420A Drainage Excavation, Type Rolling Dip for ML2
(Construct New)
A.Q. 12 Each
25101 Placed Riprap, Class 2 A.Q. 3 C.Y.
30322 Reconditioning of ML 2 Roadbed without Watering
(Compaction with Spreading & Hauling Equipment)
A.Q. 1.3 Mile
60409D Install 48" Trash Rack for Metal End Section A.Q. 1 Each
60606B Furnish and Install 24-Inch Metal End Section on Culvert
Inlet (Location on Drawings)
A.Q. 1 Each
Road # 25S11 Greenhorn Mtn. Base Bid Work Items:
17009 Water Supply and Watering A.Q. 3.7 Mile
25101 Placed Riprap, Class 2 A.Q. 23 C.Y.
Cedar Fire BAER Roads Project Individual Project Task Order Page 10 of 23
(Compaction with Spreading & Hauling Equipment)
A.Q. 3.7 Mile
60404B Inlet Basin (Enlarge Existing) A.Q. 9 Each
60409A Install 18" Trash Rack for Metal End Section A.Q. 2 Each
60601B Remove Existing and Replace w/ New. Furnish and
Install 12" Type 2 Spillway Inlet Assembly with
Corrugated Rectangular 12" Inch Flume and Anchor
Stakes, Complete Installation (Existing Location on
Road)
A.Q. 5 Each
60606A Furnish and Install 18-Inch Metal End Section on Culvert
Inlet (Location on Drawings)
A.Q. 5 Each
60606B Furnish and Install 24-Inch Metal End Section on Culvert
Inlet (Location on Drawings)
A.Q. 1 Each
Road # 25S16 Calf Creek. Base Bid Work Items:
25101 Placed Riprap, Class 2 A.Q. 5 C.Y.
60404B Inlet Basin (Enlarge Existing) A.Q. 11 Each
60409A Install 18" Trash Rack for Metal End Section A.Q. 4 Each
60409B Install 24" Trash Rack for Metal End Section A.Q. 2 Each
60409C Install 36" Trash Rack for Metal End Section A.Q. 1 Each
60601C Remove Existing and Replace w/ New. Furnish and
Install 24" Type 2 Spillway Inlet Assembly with
Corrugated Rectangular 24" Inch Flume and Anchor
Stakes, Complete Installation (Existing Location on
Road)
A.Q. 1 Each
60606A Furnish and Install 18-Inch Metal End Section on Culvert
Inlet (Location on Drawings)
A.Q. 7 Each
60606B Furnish and Install 24-Inch Metal End Section on Culvert
Inlet (Location on Drawings)
A.Q. 3 Each
60606C Furnish and Install 36-Inch Metal End Section on Culvert
Inlet (Location on Drawings)
A.Q. 1 Each
Road # 25S28 Owl Mine. Base Bid Work Item:
17009 Water Supply and Watering A.Q. 1.2 Mile
30322 Reconditioning of ML 2 Roadbed without Watering
(Compaction with Spreading & Hauling Equipment)
A.Q. 1.2 Mile
63535 Earthen Barrier Closure D.Q. 30 C.Y.
Road # 25S36 Black. Base Bid Work Items:
17009 Water Supply and Watering A.Q. 2 Mile
Cedar Fire BAER Roads Project Individual Project Task Order Page 11 of 23
(Compaction with Spreading & Hauling Equipment)
A.Q. 2 Mile
Road # 25S38 Bull Run Basin. Bid Work Item:
17009 Water Supply and Watering A.Q. 1.0 Mile
20420A Drainage Excavation, Type Rolling Dip for ML2
(Construct New)
A.Q. 4 Each
30322 Reconditioning of ML 2 Roadbed without Watering
(Compaction with Spreading & Hauling Equipment)
A.Q. 1.0 Mile
60404B Inlet Basin (Enlarge Existing) A.Q. 4 Each
60409B Install 24" Trash Rack for Metal End Section A.Q. 1 Each
60601B Remove Existing and Replace w/ New. Furnish and
Install 12" Type 2 Spillway Inlet Assembly with
Corrugated Rectangular 12" Inch Flume and Anchor
Stakes, Complete Installation (Existing Location on
Road)
A.Q. 5 Each
60601C Remove Existing and Replace w/ New. Furnish and
Install 24" Type 2 Spillway Inlet Assembly with
Corrugated Rectangular 24" Inch Flume and Anchor
Stakes, Complete Installation (Existing Location on
Road)
A.Q. 1 Each
60606B Furnish and Install 24-Inch Metal End Section on Culvert
Inlet (Location on Drawings)
A.Q. 1 Each
Road # 25S39 Silver Strand. Bid Work Item:
17009 Water Supply and Watering A.Q. 1.1 Mile
30322 Reconditioning of ML 2 Roadbed without Watering
(Compaction with Spreading & Hauling Equipment)
A.Q. 1.1 Mile
60404B Inlet Basin (Enlarge Existing) A.Q. 1 Each
60601B Remove Existing and Replace w/ New. Furnish and
Install 12" Type 2 Spillway Inlet Assembly with
Corrugated Rectangular 12" Inch Flume and Anchor
Stakes, Complete Installation (Existing Location on
Road)
A.Q. 1 Each
63535 Earthen Barrier Closure D.Q. 10 C.Y.
Total Base Bid Items:
Road # 24S02 Baker Point. Optional Work Items:
17009 Water Supply and Watering A.Q. 3.15 Mile
Cedar Fire BAER Roads Project Individual Project Task Order Page 12 of 23
(Compaction with Spreading & Hauling Equipment)
A.Q. 3.15 Mile
Road # 24S15 Portuguese Meadow. Optional Work Items:
17009 Water Supply and Watering A.Q. 7.33 Mile
30322A Reconditioning of ML 3 Roadbed without Watering
(Compaction with Spreading & Hauling Equipment)
A.Q. 7.33 Mile
Road # 24S35A Shultz Creek-A. Optional Work Items:
17009 Water Supply and Watering A.Q. 0.83 Mile
30322 Reconditioning of ML 2 Roadbed without Watering
(Compaction with Spreading & Hauling Equipment)
A.Q. 0.83 Mile
Road # 24S46 Deep Creek. Optional Work Items:
17009 Water Supply and Watering A.Q. 0.45 Mile
30322 Reconditioning of ML 2 Roadbed without Watering
(Compaction with Spreading & Hauling Equipment)
A.Q. 0.45 Mile
Road # 24S80A Lower Dry Meadow-A. Optional Work Items:
17009 Water Supply and Watering A.Q 0.35 Mile
30322 Reconditioning of ML 2 Roadbed without Watering
(Compaction with Spreading & Hauling Equipment)
A.Q. 0.35 Mile
60601B Remove Existing and Replace w/ New. Furnish and
Install 12" Type 2 Spillway Inlet Assembly with
Corrugated Rectangular 12" Inch Flume and Anchor
Stakes, Complete Installation (Existing Location on
Road)
A.Q. 1 Each
Road # 24S94A Spear-A. Optional Work Items:
17009 Water Supply and Watering A.Q. 0.65 Mile
30322 Reconditioning of ML 2 Roadbed without Watering
(Compaction with Spreading & Hauling Equipment)
A.Q. 0.65 Mile
Road # 25S16 Calf Creek. Optional Work Items:
17009 Water Supply and Watering A.Q. 4.5 Mile
30322 Reconditioning of ML 2 Roadbed without Watering
(Compaction with Spreading & Hauling Equipment)
A.Q. 4.5 Mile
Road # 25S26 Black Mtn Saddle. Optional Work Items:
17009 Water Supply and Watering A.Q. 0.65 Mile
30322 Reconditioning of ML 2 Roadbed without Watering
A.Q. 0.65 Mile
Cedar Fire BAER Roads Project Individual Project Task Order Page 13 of 23
Road # 25S27 Black Mtn. Optional Work Items:
17009 Water Supply and Watering A.Q. 0.65 Mile
30322 Reconditioning of ML 2 Roadbed without Watering
A.Q. 0.65 Mile
Total Optional Bid Items:
Total ALL Items:
B-2 Note:
Payment for bond premiums in accordance with Clause 52.232-5, Payments under Fixed-Price Construction
Contracts, shall not be in addition to the contract price. Include bond payments under 151(01) Mobilization.
Payment will be made on actual work performed as described in FP-03 and FP-14. All units are measured as
Actual Quantity unless denoted by an asterisk (*). If denoted by an asterisk, the quantity is measured as a
Contract Quantity in accordance with FP-03 and FP-14.
Cedar Fire BAER Roads Project Individual Project Task Order Page 14 of 23
SECTION C-DESCRIPTION / SPECIFICATIONS / STATEMENT OF WORK
C.1 DESCRIPTION OF WORK
Furnish all labor, equipment, and material to accomplish the Work under this contract. This project proposes to perform road reconditioning and drainage improvements on thirty (30) roads for a total length of 76 miles. The project also includes optional work items on nine (9) roads for a length of 18.5 miles. The roads are located within or adjacent to the Cedar Fire area which burned in August-September 2016. Contract work includes but is not limited to the following major items:
o Unplug, clean, and recondition specified roadway drainage structures (rolling drainage dips, ditches, ditch relief and cross drainage culverts, and spillway inlets with flumes) to re-establish effective free flowing drainage of the areas, and reduce the potential of any culvert(s) becoming blocked during storm events; and install riprap at outlets, when specified.
o Install Spillway Inlet Assembly (SIAs) with flume to reduce drainage diversion potential at culverts, and other specified areas.
o Install rolling dips, armored rolling dips, and drainage armor (Class 2 riprap) as specified.
o Recondition the roadways with a 12’ wide minimum travel way with 1’ minimum shoulders each side unless noted on drawings; out-slope roadways where needed to minimize water concentration, erosion, and sediment production.
o Install Metal End Sections (MESs) and Trash Racks on culverts as specified.
The Contractor should refer to the SCHEDULE OF ITEMS and project plans and specifications when making estimates of quantities or work.
The Contractor is advised to submit technical proposals and pricing in accordance with Section M, Evaluation Factors for Award.
C.2 PROJECT LOCATION
The project located in Kern and Tulare Counties on the Kern River and Western Divide Ranger Districts of the
Sequoia National Forest/Giant Sequoia National Monument north-west of Lake Isabella. Primary access to the project area is via State Highway 155.
Driving Directions to Greenhorn Summit Area: From Bakersfield head east on State Highway 178 for 41.4 miles.
Take exit 43 then left to Wofford Heights for 7 miles. In Wofford Heights turn left to follow Hwy 155 for 7 miles to
Greenhorn Summit. Project area is to the north.
Driving Directions to Greenhorn Summit Area: From Ridgecrest head west onto state highway 178 for 51.3 miles.
Take exit 43 for CA-155/Wofford Heights; turn right onto CA-155 for 14 miles. Greenhorn Summit is on the right, project area to the north.
Driving Directions to Greenhorn Summit Area: From Fresno head south on state highway 99 to Delano. Turn left onto state highway 155 and head east for 49 miles. Greenhorn Summit is on the left, project area to the north.
C.3 CONTRACT TIME
Estimated start work date is September, 2017. The contract time will be 120 days. Contract time includes delays for weather; locating and transporting supplies and materials; and final site cleanup.
C.4 PROJECT SITE CLEAN UP
Project site cleanup includes the removal and proper disposal of all construction trash, debris, and residue off of
National Forest Land.
All spills of petroleum products including leak spots from parked vehicles shall be removed and properly disposed according to all Local, State, and Federal rules, regulations, and laws governing such disposal.
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During the Work the Contractor is required to furnish dumpsters or other trash receptacles and to empty such containers either as they become full or weekly, whichever is more frequent. The Contractor shall not place materials of any kind into private or Government trash bins or dumpsters.
C.5 PRICE RANGE
The price range of this project is between $500,000 and $1,000,000.
C.6 SPECIAL CONDITIONS AFFECTING THE WORK
a. Physical Conditions. The indications of physical conditions on the drawings and in the specifications are the result of site investigations and surveys performed by the Government.
b. Weather. Low temperatures at the project site range from temperatures of less than 20 ºF in December and
January to lows of 65 ºF in July and August. High temperatures range from 45 ºF in December and January to over 90 ºF in July and August. The annual precipitation at the project site is less than 12 inches per year including snow fall. Winter snow storms and freezing temperatures will occur during the winter months that result in a winter project shutdown. Icy conditions on local roads and highways can occur during the fall, winter and spring. Highway curves in shaded areas will remain covered with ice or frost for weeks.
c. Work Hours. Work hours are from 7:00 am to 5:00 pm Monday through Friday. Weekend equipment work is not allowed at any time during the Work. Dogs and pets are not allowed on the project site at any time.
d. Safety, Emergency Communications and Evacuation. Contractor is responsible for the safety of the
Contractor’s employees including Subcontractors employees, Government employees associated with the project, and any visitors to the site both Government and private. The Contractor shall submit a project safety plan to the Contracting Officer for review prior to commencement of Work. The project safety plan shall comply with the appropriate California OSHA and Federal OSHA rules and regulations and must include a medical evacuation and emergency communications plan.
e. Traffic Control and Signing. Contractor shall submit a traffic control and signing plan for the project for approval by the COR prior to starting work. The plan shall comply with the provisions of the current edition of the Manual of Uniform Traffic Control Devices (MUTCD) and the applicable provisions of the project specifications.
f. Highway Permits. Contractor is responsible for securing any overload or over width limit permits required for the transport of materials or equipment to the project site. The Contractor is responsible for conducting a thorough reconnaissance of all routes leading to the site.
g. Toilets. No toilet or shower facilities are available on site. Contractor shall provide toilet facilities for its employees.
h. Camping. Contractor may use a self-contained travel trailer or recreational vehicle to camp on the premises. All waste material must be transported off-site to a station equipped to handle such waste. This is subject to availability and must be coordinated through the Contracting Officer.
i. Security. Contractor is responsible for the Contractor’s equipment and materials supplied to the site. All equipment not equipped with a key lock system shall be secured in such a manner as to make it inoperable to the average person at the end of each working day. All hand tools and other equipment shall be secured at the end of each working day. On Fridays all construction debris, trash, and refuse shall be properly stored in dumpsters or trash bins or removed from the site.
j. Burning Permits. Contractor is subject to all rules and regulations governing the on site burning of slash and other debris. Contractor shall obtain a burning permit from the jurisdiction having control over burning. The Contractor shall comply with Fire Plan for Construction and Service Contracts included in the Contract.
k. Protection of Resources. Contractor shall thoroughly clean all equipment prior to delivery to the project site to remove weeds, mud, grease and oil buildup from the tires, wheels, tracks, engines and engine compartments, and other surfaces. Spills of petroleum products and other hazardous substances shall be reported, contained, and removed in accordance with all applicable rules, regulations and laws. Contractor shall submit a spill response plan at the pre-work meeting for review by the Contracting Officer, and keep a spill response kit on the job site at all times during the project. Universal 55 gallon spill kit minimum.
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C.7 PRE-BID CONFERENCE OR TOURS
A Pre-Bid Tour will be conducted on July 25, 2017 at 10:00 a.m. meeting location at Summit Fire Station, 60824
Rancheria Road, Wofford Heights, CA 93285 Contractors should notify the Contracting Officer of their intent to attend the pre-bid tour.
C.8 EQUIPMENT CLEANING
Unless the entire project area is already infected with noxious weeks, the contractor shall ensure that prior to moving on to another part of the project area all off-road equipments, which last operated in areas known by Forest Service to be infected with noxious weeds, is free of soil, seeds, vegetative matter, or other debris that could contain or hold seeds. Contractor shall certify in writing that off-road equipment is free of noxious weeds prior to each start-up of operations and for subsequent moves of equipment to other project areas. Measures taken to ensure that off-road equipment is free of noxious weeds will be identified. “Off-road equipment” includes all equipment operating off of paved roadways. A Current list of noxious weeks of concern to Forest Service is available at the Forest Supervisor’s office. Contractor shall clean off-road equipment prior to moving between project areas with known infestations with noxious weeds and other project areas, if any, which are free of such weeds. Project Area maps show areas known by Forest Service that contain specific noxious weeds species of concern. Contractor shall employ whatever cleaning methods are necessary to ensure that off-road equipment is free of noxious weeds. Equipment shall be considered free of soil, seeds, and other such debris when a visual inspection does not disclose such material.
Disassembly of equipment components or specialized inspection tools is not required.
Contractor shall notify Forest Service at least 24 hours prior to beginning of work in area designated as a noxious week area, unless otherwise agreed. Notification shall include the location of the equipment’s most recent operations. If the prior location of the off-road equipment cannot be identified, forest service may assume that it was infested with noxious weed seeds. Upon request of Forest Service, Contractor must arrange for forest Service to inspect each piece of off-road equipment prior to it being placed into service. If Contractor desires to clean off-road equipment on National forest land, such as at the end of a project or prior to moving to a new unit that is free from noxious weeds, Contractor and Forest service shall agree on methods of cleaning, locations for the cleaning, and control of off-site impacts, if any. New infestations of noxious weeds, of concern to Forest Service and identified by either Contractor or Forest Service, within the project area or on the haul route, shall be promptly reported to the other party.
SECTION F--DELIVERIES OR PERFORMANCE
F-1 FAR 52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (APR
1984) ALTERNATE I (APR 1984)
The Contractor shall be required to (a) commence work under this contract within ten (10) calendar days after the date the Contractor receives the notice to proceed, (b) prosecute the work diligently, and (c) complete the entire work ready for use not later than TDB. The time stated for completion shall include final cleanup of the premises.
SECTION G--CONTRACT ADMINISTRATION DATA
CONTRACT REPRESENTATIVE
Contracting Officer (CO) responsible for this contract: Vincent Chua
USDA Forest Service
701 N. Santa Anita Ave.
Arcadia, CA 91006
Telephone Number: 626-574-5326
Email: vchua@fs.fed.us
Contracting Officer's Representative (COR) for this contract: Steven Ray
USDA Forest Service, Sierra National Forest
Sequoia National Forest
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1839 S Newcomb St
Porterville, CA 93257
Telephone Number: 559-784-1500 x1140
2. CONTRACTING OFFICER'S REPRESENTATIVE – LIAISON
The COR will act as a liaison between the U.S. Forest Service herein referred to as "Service" and the Contractor, and, when necessary, will provide technical direction to the Contractor. The COR, however, is not authorized to change any of the terms and conditions of the contract, issue new assignments of work, make decisions concerning disputes arising under the contract, or resolve differing site condition matters. Neither the presence nor absence of a government representative shall relieve the Contractor of its responsibilities under the contract.
3. JOB SITE ADMINISTRATION
The Government will designate a Construction Inspector (CI) (if applicable) who will be available at the site to inspect the work as it progresses. The CI will prepare an Inspector's Daily Log, beginning with the first day of the contract, detailing ground and weather conditions, work being performed, materials delivered, and notes of any problems or difficulties. Government inspections do not relieve the Contractor of responsibility for providing adequate quality control measures. At the end of every day of work on this contract, the Contractor's Superintendent, as defined below, shall contact the CI, review the daily log, and sign as the Contractor's representative. Unless the
Contractor's Superintendent makes notations to the contrary on the daily log, the log shall be presumed to be accurate. The CI is not authorized to make technical decisions or give technical directions; the Contractor or the
Contractor's Superintendent must contact the COR regarding such decisions and directions. The Contractor shall have a competent superintendent (hereinafter referred to as the "Contractor's Superintendent") who is (i) deemed acceptable to the Government; (ii) authorized to act on the Contractor's behalf; and (iii) be present on the job site at all times when contract work is being performed. (See Superintendence by the Contractor, Section I, Federal
Acquisition Regulation (FAR) Clause 52.236-6.)
4. ELECTRONIC INVOICING AND PAYMENT REQUIREMENTS – INTERNET PROCESSING
PLATFORM (IPP)
Payment requests must be submitted electronically through the U.S. Department of the Treasury’s Invoice
Processing Platform (IPP) System. “Payment request” means any request for contract financing payment or invoice payment by the Contractor. To constitute a proper invoice, the payment request must comply with the requirements identified in the applicable Prompt Payment clause included in the contract, or the clause 52.212-4 Contract Terms and Conditions – Commercial Items included in commercial item contracts. The IPP website address is:
https://www.ipp.gov.
Under this contract, the following documents are required to be submitted as an attachment to the IPP invoice
Prime contractor and subcontract payrolls (if applicable)
Payment Request Certification
Release of Claims (Final)
SF 1413 – Statement and Acknowledgment
Construction Schedule (Microsoft Project or other Industry Standard Software (if applicable)
Schedule of Values
Owner/Operator manuals (if applicable)
Warranty Certificates (if applicable) https://www.ipp.gov/
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The Contractor must use the IPP website to register access and use IPP for submitting requests for payment. The
Contractor Government Business Point of Contact (as listed in SAM) will receive enrollment instructions via email from the Federal Reserve Bank of Boston (FRBB) prior to the contract award date, but no more than 3 – 5 business days of the contract award date. Contractor assistance with enrollment can be obtained by contacting the IPP
Production Helpdesk via e-mail ippgroup@bos.frb.org or phone (866) 973-3131.
If the Contractor is unable to comply with the requirement to use IPP for submitting invoices for payment, the
Contractor must submit a waiver request in writing to the Contracting Officer with its proposal or quotation.
(End of Clause)
5. GOVERNMENT-FURNISHED PROPERTY (AGAR 452.245-70) (FEB 1988)
None
H - SECTION H - Special Contract Requirements
1. UTILITIES
In accordance with FAR 52.236-14, Availability and Use of Utility Services, utility services required on the job site for accomplishment of the work will be furnished at no additional cost to the contractor. The Government will make no connections or alterations to the existing utility facilities for accomplishment of this work. Any change required by the contractor will be at his own expense and at no additional cost to the Government.
The following utility services will be made available: none
2. GENERIC GENDER TERMINOLOGY
Except where stipulated by the Federal Acquisition Regulations, the use of terms such as he, she, his, and her are not to be interpreted as implying other than neutral gender terms such as "it" or "their".
3. SAFETY
a. The Contractor shall have the ultimate responsibility for safety on the project site at all times until final completion and acceptance of the project. b. The Contractor shall comply with all Occupational Safety and Health
Administration (OSHA) regulations, as found in 29 CFR 1910 and 1926, which are applicable to the construction project, including requirements set forth within solicitation provisions and contract clauses. In addition to OSHA safety standards, the Contractor shall also adhere to all current local, federal, and state safety requirements. In the event where any safety standard referenced herein conflicts with another, the more stringent shall govern.
c. The Contractor shall initiate and maintain an effective safety program that provides adequate systematic policies, procedures, and practices to protect their employees from and allow them to recognize, job-related safety and health hazards. The program shall include provisions for the systematic identification, evaluation, prevention and control of general work site hazards, specific job hazards, and potential hazards that may arise from foreseeable construction methods and conditions, as well as providing a competent person to conduct frequent and regular inspections. Each employee must be instructed in the recognition and avoidance of unsafe conditions and the regulations applicable to the work environment.
d. The Contractor shall immediately notify the CO of any accident, incident, or exposure resulting in a fatality, lost-time injury, or property loss/damage of $2,500 or more arising out of work performed under this contract. The
Contractor shall investigate all work-related accidents/incidents to the extent necessary to determine their cause(s) and furnish the CO an investigative report outlining findings and proposed or completed corrective actions. The contractor shall, when required by the CO, have a separate and complete independent investigation of the accident/incident, and submit a comprehensive report of findings and recommendations to the CO. The CO shall consult with the COR, CR and Service safety personnel in reviewing the investigation report and corrective actions.
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If the contractor fails or refuses to institute prompt corrective action, the CO may invoke the suspension-of-work clause in this contract or any other remedy available to the government. Any delay or cost resulting from a safety-related suspension of work will be borne by the Contractor.
e. In the event of an accident/incident, the Contractor shall be responsible for providing and obtaining appropriate medical and emergency assistance. Except for rescue and emergency measures, the scene of the accident/incident shall not be disturbed or the operation resumed until the on-site aspect of the investigation has been completed. f.
Service safety personnel and representatives from Federal, State, and local government agencies shall have the right to examine and conduct an investigation at sites or areas where work under this contract is being performed. The absence of such investigations shall not relieve the contractor of their safety program responsibilities.
4. ENVIRONMENTAL
The contractor is responsible for establishing and maintaining compliance with all applicable laws, regulations, rules, and standards, including without limitation, those regulations, rules, and standards, promulgated for the administration and enforcement of the following laws: the Comprehensive Environmental Response, Compensation and Liability Act (CERCLA) as amended by Superfund Amendments and Reauthorization Act (SARA); Emergency
Planning and Community Right-to-Know Act (EPCRA); Clean Air Act (CAA); Clean Water Act (CWA); Toxic
Substances Control Act (TSCA); and Solid Waste Disposal Act (SWDA), as amended by
Resource Conservation and Recovery Act (RCRA).
5. PROGRESS MEETINGS
a. The Contractor shall be available to meet with the CO or his/her representative at the job site during construction to discuss work progress. b. Meetings will be scheduled by the CO with timely notification to the Contractor. c. At the progress meetings, the Contractor shall give oral reports of the progress on the project to the CO. If the work is behind schedule, the Contractor shall be prepared to (i) discuss the work and any causes of work delay(s); (ii) present a plan to bring the work back into conformance with the schedule; or, if necessary (iii) to propose a revised work schedule.
6. SUBMITTALS
a. It is the responsibility of the contractor to extract all required submittals from the specifications, referencing the
Subdivision applicable, and submit the list to the CO within 10 calendar days after receipt of Notice to Proceed.
Failure to list a submittal will not relieve the contractor from submission of required information. A Submittal
Register will be provided for completion.
b. All submittals requiring approval shall be submitted by the Contractor using an approved submittal form. The form must include the contract number and description of contents. All submittals shall be submitted for a 14 calendar day review by the COR, to allow adequate review prior to commencement of work in that area. (See
Materials and Workmanship, Section I, FAR Clause 52.236-5.)
7. CONTRACT DRAWINGS AND SPECIFICATIONS
a. The Government will provide to the Contractor, without charge, one set of contract drawings and specifications, except publications incorporated into the technical provisions by reference, in electronic or paper media as chosen by the CO.
b. The Contractor shall:
(1) Check all drawings furnished immediately upon receipt;
(2) Compare all drawings and verify the figures before laying out the work;
(3) Promptly notify the CO of discrepancies, if any;
(4) Be responsible for any errors that might have been avoided by complying with this paragraph
(5) Reproduce and print contract drawings and specifications as needed. (After award, if additional copies of specifications and drawings are available, they will be provided to the contractor.)
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c. Omissions from the drawings or specifications or the misdescription of details of work that are manifestly necessary to carry out the intent of the drawings and specifications, or that are customarily performed, shall not relieve the Contractor from performing such omitted or misdescribed details of the work. The Contractor shall perform such details as if fully and correctly set forth and described in the drawings and specifications.
d. The work shall conform to the specifications and the contract drawings identified in Section J.
8. "AS BUILT" RECORD DRAWINGS
a. Contractor shall maintain in proper order, one (1) complete set of clean prints of all drawings on the project site.
b. The Contractor shall neatly inscribe, in red ink or pencil, all changes in work, and the dates of such changes, on the prints. The changes shall be noted in sufficient detail and clarity to accurately portray all "as built" conditions.
c. At the time of final inspection, the Contractor shall present the "as built" drawings to the CO.
9. APPLICABLE WAGE RATE DECISION
The Secretary of Labor has made a determination of the minimum prevailing wage rates which are to be paid to the classes of labor to be employed on this project. The decision number and date with minimum rates for this project are shown in Section J. The Contractor must furnish copies of his payrolls to the CO, weekly, seven (7) days after close of payroll period.
10. WORK HOURS
Working hours for the Contractor will be from 7:00 a.m. thru 5:00 p.m., Monday thru Friday, excluding Saturdays and Sundays. Advance coordination with the CO is required prior to working at any other time.
11. PRECONSTRUCTION CONFERENCE
After award of a purchase order, a preconstruction conference shall be conducted with representatives of the
Government and the Contractor.
12. CHANGES
During the performance of this contract, various Government personnel will periodically appear on the job site to inspect contractor performance. The contractor is advised that ONLY the CO has the authority to direct or approve any change for work that will affect the price, quality, and quantity or performance time.
13. COST BREAKDOWN OF CONTRACT PAYMENTS
a. Contractors must furnish a cost breakdown of any lump sum items which will provide the basis for progress payments. The cost breakdown shall be submitted in a format acceptable to the Contracting Officer and each item shall include overhead and profit. Contractor and CR/SR at the site must agree on the percentage of work completed at the end of each month. Contractor will submit an invoice monthly for payment to the CO. This invoice must be signed by the CR/SR or it will be returned to the Contractor and will delay payment. A correctly signed invoice is reviewed by the COR who prepares a contract progress report, and returns the payment request to the CO who approves and processes for payment.
b. Payments are authorized by FAR Clause 52.232-5, which requires that the Contractor certify with each payment request that he has paid or will pay with the proceeds of the payment his employees and subcontractors.
14. PROGRESS SCHEDULE/REPORTS
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A contract progress schedule is required within 10 days after work commences. Actual progress must be reported on a contract progress report every two weeks. A copy of these forms shall be provided to you. (See Schedules for
Construction Contracts, Section I, FAR Clause 52.236-15.)
15. MODIFICATION PROPOSALS-PRICE BREAKDOWN
a. The Contractor shall furnish an itemized price breakdown, within the time specified by the Contracting Officer, with any proposal for a contract modification.
b. The price breakdown:
c. Must include sufficient detail of all costs for—
(1) Material;
(2) Labor;
(3) Equipment;
(4) Subcontracts; and
(5) Overhead and Profit; and
d. Must cover all work involved in the modification, whether the work was deleted, added, or changed.
e. The Contractor shall provide similar price breakdowns to support any amounts claimed for subcontracts.
f. The Contractor's proposal shall include a justification for any time extension proposed. A revised progress schedule will be required if time is adjusted.
16. QUALITY CONTROL
The Contractors Quality Control Inspector and/or Superintendent shall ensure all items on the Pre-Final Punch List, rejected and nonconforming work, along with all remaining work conforms to the contract terms, construction documents and industry standards, prior to the final inspection. The Contractor is responsible for maintaining its own pre final and final inspection records. The Contractor will be legally and financially responsible for not completing all of the contract requirements in accordance with the contract terms.
17. BENEFICIAL USE OR OCCUPANCY
The Contractor shall complete all inspections and commissioning requirements prior to final inspection. The warranty shall be issued in accordance with FAR 52.246.21. Extended warranties offered by the contractor and its subcontractors or suppliers may be accepted at the Government’s discretion.
18. DEMOLITION (If Applicable)
Per the contract terms and construction documents, the Contractor must include all designated buildings for demolishing on the Contract Construction Schedule. The contractor must provide the Contracting Officer with a 5 calendar day advance written notice when a building will be demolished.
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