S-12-0093 Amd 1.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

1. CONTRACT ID CODE PAGE OF PAGES

1 1

2. AMENDMENT/MODIFICATION NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQ. NO. 5. PROJECT NO. (If applicable)

1 June 19, 2012 590544

6. ISSUED BY CODE 7. ADMINISTERED BY (If other than Item 6) CODE

Tongass National Forest 123 Scow Bay Loop Road PO Box 309 Petersburg, AK 99833

Same as block 6

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State, and ZIP Code) (X) 9A. AMENDMENT OF SOLICITATION NO.

AG-0116-S-12-0093

9B. DATED (SEE ITEM 11)

June 16, 2012

10A. MODIFICATION OF CONTRACT/ORDER NO.

10B. DATED (SEE ITEM 13)

CODE FACILITY CODE

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

The above numbered solicitation is amended as set forth in item 14. The hour and date specified for receipt of Offers is extended, is not extended.

Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended, by one of the following methods:

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS,

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

(X) A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN

THE CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return 1 copy to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.

Replaced original Schedule of Items with attached (Updated) Schedule of Items as of June 19, 2012.

Replace the folllowing Section J Attachments with attached updated documents:

1. 12 Mile Road Storage Vicinity Map (Updated) as of June 19, 2012

2. Twelvemile Worklist (Updated) as of June 19, 2012

Add the following attached documents to Section J Attachments:

1. Drivable to Pickups Water Bar Detail

2. Stormproofed Culvert

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print) 16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

Kim Toland, Contracting Officer

15B. CONTRACTOR/OFFEROR 15C. DATE SIGNED 16B. UNITED STATES OF AMERICA 16C. DATE SIGNED

June 19, 2012

(Signature of person authorized to sign) (Signature of Contracting Officer)

NSN 7540-01-152-8070

Previous edition unusable

30-105 STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA

FAR (48 CFR) 53.243

Twelve Mile Road Storage, Solicitation: AG-0116-S-12-0093; Purchase Order:

PART I—THE SCHEDULE

SECTION B. DESCRIPTION/SPECIFICATIONS/STATEMENT OF WORK

(UPDATED) SCHEDULE OF ITEMS as of June 19, 2012

This is a Total Small Business Set-Aside

Item

Number

Description Unit Estimated

Quantity

Unit Price Total

1.1 557(01) Furnish and Install 50’ Log Trail

Bridge, MP 0.455 Road 2122000

Lump

Sum

1 $ $

1.2 802(03) Road Storage

Mile 7.60 $ $

1.3 807(03) Medium Excavator

Hour 32 $ $

1.4 151(01) Mobilization Lump

Sum

1 $ $

Total $

Additional Vendor Information

Contact Name:

Phone No:

TIN No.:

DUNS No:

Email:

Electronic Funds Transfer Banking Information

Bank

Last Four Numbers of Account

B.1 Site visit is not planned, but offerors should visit the work site at their own convenience.

B.2 Inquiries regarding this acquisition must be directed to the contracting officer. Questions regarding this solicitation are invited on or before July 8, 2012, so the contracting officer can make any needed clarifications or amendments.

M ile Arm

2100200 2122000

2100210

2100220 2100223

2000220

2000210

2013000

2013100

2100120_0.68LB

0 1.5 3 4.5 60.75 Miles

³ Hy da bu rg Hig hw ay

Polk Road

12 Mile Road Storage Vicinty Map as of 6/19/2012

2100110

Road Number Milepost Work Description 2100120_0.68L Road is drivable by OHVs, lined with vegetation on shoulders

2100120_0.68L 0.006 Remove 24" culvert

2100120_0.68L 0.062 Remove 18" culvert

2100120_0.68L 0.110 Remove 18" culvert

2100120_0.68L 0.121 Construct ditch cross drain

2100120_0.68L 0.177 Remove 18" culvert, do not excavate below culvert grade

2100120_0.68L 0.298 Quarry on right

2100120_0.68L 0.322 Outside road shoulder sagging, construct ditch cross drain

2100120_0.68L 0.362 Construct ditch cross drain

2100120_0.68L 0.430 Construct ditch cross drain

2100120_0.68L 0.489 Quarry on right

2100120_0.68L 0.516 Construct ditch cross drain

2100120_0.68L 0.526 Remove 18" culvert

2100120_0.68L 0.558 Remove 18" culvert

2100120_0.68L 0.587 Construct ditch cross drain

2100120_0.68L 0.610 Construct ditch cross drain

2100120_0.68L 0.627 Construct ditch cross drain

2100120_0.68L 0.638 Remove 18" culvert

2100120_0.68L 0.669 Construct ditch cross drain

2100120_0.68L 0.686 Construct ditch cross drain

2100120_0.68L 0.730 Remove 18" culvert

2100120_0.68L 0.751 Remove 36" culvert

2100120_0.68L 0.784 Remove 60" culvert

2100120_0.68L 0.820 Remove 24" culvert

2100120_0.68L 0.887 Remove 24" culvert

2100120_0.68L 0.914 Construct ditch cross drain

2100120_0.68L 0.925 Remove 18" culvert

2100120_0.68L 0.952 Construct ditch cross drain

2100200

Road is open to pickups to milepost 0.29, a bridge over 12 Mile Creek has been removed at that point, road closed to motor vehicles beyond mp

0.29. Road surface conditions beyond removed bridge includes blowdown trees, water on road, mossy road surface

2100200 0.236

Existing 36" culvert, leave in place, smash inlet and outlet and bury culvert in road fill.

2100200 0.294 12 Mile Creek ‐ bridge has been removed, class 1 fish stream

2100200 0.236 Remove 36" culvert, fill excavated area in road with rock borrow

2100200 0.354 Remove 24" culvert, fish stream, class 1 above, class 2 below

2100200 0.378 Construct ditch cross drain

2100200 0.480 Remove 24" culvert, fish stream, class 2

2100200 0.496 Intersection on left with road 2100205

2100200 0.499 Construct ditch cross drain across 2100200 and 2100205

2100200 0.517 Construct ditch cross drain

Twelvemile Worklist as of 6/19/2012

2100200 0.596 Construct ditch cross drain across road and through landing

2100200 0.612 Construct ditch cross drain

2100200 0.626 Remove 24" culvert, fish stream below road, class 2

2100200 0.695 Intersection on left with road 2100210, construct ditch cross drain

2100200 0.742 Construct ditch cross drain

2100200 0.791 Construct ditch cross drain

2100200 0.836 Construct ditch cross drain

2100200 0.853 Construct ditch cross drain

2100200 0.900 Remove 36" culvert

2100200 0.924 Construct ditch cross drain

2100200 0.943 Construct ditch cross drain

2100200 0.981 Construct ditch cross drain, leave 18" culvert in place approx 60' back

2100200 1.034 Construct ditch cross drain

2100200 1.057 Construct ditch cross drain

2100200 1.073 Remove 36" culvert

2100200 1.104 Construct ditch cross drain

2100200 1.138 Construct ditch cross drain

2100200 1.155 Construct ditch cross drain

2100200 1.195 Construct ditch cross drain

2100200 1.217 Construct ditch cross drain

2100200 1.227 Construct ditch cross drain

2100200 1.238 Remove 24" culvert

2100200 1.262 Remove 18" culvert

2100200 1.271 Construct ditch cross drain

2100200 1.425 Remove 18" culvert

2100200 1.442 Construct ditch cross drain

2100200 1.487 Construct ditch cross drain, intersection with road 2100220 on left

2100220

Road surface condition on this road similar to 2100200, blowdown, vegetation, no recent motor vehicle use

2100220 0.034 Remove 24" culvert

2100220 0.091 Construct ditch cross drain

2100220 0.113 Remove 24" culvert

2100220 0.163 Construct ditch cross drain

2100220 0.204 Construct ditch cross drain

2100220 0.318 Construct ditch cross drain

2100220 0.331 Construct ditch cross drain

2100220 0.350 Construct ditch cross drain

2100220 0.433 Construct ditch cross drain

2100220 0.467 Remove 24" culvert

2100220 0.501 Construct ditch cross drain

2100220 0.539 Construct ditch cross drain

2100220 0.555 Remove 18" culvert

2100220 0.654 Road intersection, road 2100220 to right, 2100223 to left

2100223

Road surface condition on this road similar to 2100220, blowdown, no recent motor vehicle use

2100223 0.050 Construct ditch cross drain

2100223 0.270 Construct ditch cross drain

2100223 0.200 Construct ditch cross drain

2100223 0.270 Remove wooden culvert

2100210

Road surface condition on this road similar to 2100200, blowdown, vegetation, no recent motor vehicle use

2100210 0.000 Construct ditch from beginning of road to milepost 0.027

2100210 0.027 Construct ditch cross drain

2100210 0.060 Remove 18" culvert

2100210 0.090 Construct ditch cross drain

2100210 0.105 Remove 36" culvert

2100210 0.130 Construct ditch cross drain

2100210 0.186 Remove 18" culvert

2100210 0.259 Remove 24" culvert

2100210 0.286 Remove 25' log bridge

2100210 0.323 Remove 18" culvert

2100210 0.370 Construct ditch cross drain

2100210 0.386 Construct ditch cross drain

2100210 0.450 Construct ditch cross drain

2100210 0.480 Reconstruct ditch cross drain

2100210 0.495 Reconstruct ditch cross drain

2100210 0.540 Reconstruct ditch cross drain

2100210 0.583 Construct ditch cross drain

2100210 0.610 Construct ditch cross drain

2100210 0.620 Construct ditch cross drain

2100210 0.698 Construct ditch cross drain

2100210 0.780 Construct ditch cross drain

2122000 0.000

Road surface is moss covered, wet and spongy, numerous 2nd growth blowdown, structures previously removed, no sign of recent motorized traffic. Remove moss from road surface minimum 10' wide, sidecast removed moss on downhill side of road clear of streams and cross drains.

2122000 0.035 Reconstruct OHV ford

2122000 0.066 Reconstruct OHV ford

2122000 0.080 Reconstruct OHV ford

2122000 0.142 Construct OHV ford

2100200 0.480 Remove 24" culvert, class 2

2100200 0.627 Remove 24" culvert, class 2

2122000 0.213 Construct OHV ford, fish stream, class 2

2122000 0.300 Construct OHV ford, fish stream, class 2

2122000 0.336 Construct OHV ford

2122000 0.374 Construct OHV ford

2122000 0.383 Remove log culvert, construct OHV ford

2122000 0.426 Reconstruct OHV ford

2122000 0.455

Construct 60' long log stringer trail bridge 6' wide, 100 pounds per square foot snow loading according to Standard Trail Bridge Native Material drawing. 3 bridge stringers will be provided at site as Government‐ furnished material, sill logs to be provided under this contract. Fish stream, class 1

2122000 0.485 Construct OHV ford

2122000 0.513 Construct OHV ford

2122000 0.528 Road junction to left

2122000 0.598 Reconstruct OHV ford

2122000 0.630 Reconstruct OHV ford

2122000 0.666 Reconstruct OHV ford

2122000 0.716 Road junction to left

2122000 0.768 Reconstruct OHV ford, fish stream, class 2

2122000 0.862 Existing OHV ford, leave as is, fish stream, class 2

2122000 0.897 Reconstruct OHV ford

2122000 0.914 Construct OHV ford

2122000 0.947 Road junction to right 2122300, reconstruct OHV ford

2122000 0.966

Reconstruct OHV ford. Road surface is much more brushy and more numerous blowdown ahead

2122000 1.075 Construct OHV ford

2122000 1.091 Construct OHV ford

2122000 1.180 Construct OHV ford

2122000 1.241 Reconstruct OHV ford

2122000 1.284 Reconstruct OHV ford

2122000 1.351 Reconstruct OHV ford

2122000 1.388 Reconstruct OHV ford

2122000 1.428 Reconstruct OHV ford

2122000 1.442 Construct OHV ford

2122000 1.475 Reconstruct OHV ford

2122000 1.552 Reconstruct OHV ford

2000210 0.920 Junction with road 2000212 to Left

2000210 0.920 Remove 36" culvert

2000210 0.921 Remove 36" culvert, fish stream, class 2

2000210 1.010 Site of previously removed bridge, fish stream, class 2

2000210 1.080 Remove 36" culvert

2000210 1.100 Remove 18" culvert

2000210 1.160 Remove 18" culvert

2000210 1.260 Construct ditch cross drain

2000210 1.290 Remove 18" culvert

2000210 1.340 Remove 24" culvert

2000210 1.370 Remove 24" culvert, fish stream, class 2

2000210 1.390 Remove 18" culvert, fish stream, class 2

2000220 0.056 Remove 48" culvert, fish stream, class 2

2000220 0.060 Construct waterbar

2000220 0.070 Construct ditch cross drain

2000220 0.120 Construct waterbar

2000220 0.180

Reconnect stream as staked, two ditch cross draings with extra large ditch blocks, 2 hours extra excavator hours

2000220 0.210 Construct ditch cross drain

2000220 0.290 Construct ditch cross drain

2000220 0.400 Construct ditch cross drain

2000220 0.440 Construct ditch cross drain

2000220 0.460 Construct ditch cross drain

2013000 0.081 Remove 60" culvert, fish stream, class 2

2013000 0.100 Remove 48" culvert

2013000 0.140 Remove 18" culvert

2013000 0.180 Remove 18" culvert

2013000 0.280 Remove 18" culvert

2013000 0.330 Remove 18" culvert

2013000 0.360 Remove 18" culvert

2013000 0.470 Remove 60" culvert

2013100 0.010 Remove 24" culvert

2013100 0.030 Construct ditch cross drain

2013100 0.080 Remove 18" culvert

2013100 0.090 Construct ditch cross drain

2013100 0.140 Remove 36" culvert

2013100 0.190 Construct ditch cross drain

2013100 0.250 Construct ditch cross drain

2013100 0.260 Construct ditch cross drain

2100110 0.920 remove 36" culvert, construct OHV ford

2100110 0.920 Construct ditch cross drain

2100110 0.930 Construct ditch cross drain

2100110 0.980 Construct waterbar in vicinity of 18" culvert

2100110 1.070 Construct shallow waterbar

2100110 1.150 Construct shallow waterbar

2100110 1.170 Construct ditch cross drain

2100110 1.230 Construct ditch cross drain

2100110 1.290 clean catch basin, reconstruct ditch block

2100110 1.300 Construct waterbar in vicinity of 18" culvert

2100110 1.410 slide path in road, end of road work

STORMPROOFED CULVERT

PLAN VIEW

1. STORMPROOFING MAY BE SHIFTED ALONG THE ROADGRADE AS DESIGNATED

BY THE CO, TO MAINTAIN REQUIRED CULVERT COVER.

2. STORMPROOFING SHALL BE SUFFICIENT TO CARRY STREAM FLOWS EQUAL TO

CULVERT HYDRAULIC CAPACITY

3. A DITCHBLOCK SHALL BE CREATED BY PLACING EXCAVATED MATERIAL ON

ROADWAY AND IN THE DITCHLINE AGAINST THE CUTBANK (IF ANY) ON THE

DOWNGRADE SIDE OF WATERBAR ONLY.

4. EXCAVATED MATERIAL SHALL BE PLACED AS SHOWN ON THE DRAWINGS. IT IS

PERMISSIBLE TO FILL THE DOWNSLOPE DITCH. MATERIAL WHICH CAN NOT BE

PLACED AS SHOWN ON THE DRAWINGS SHALL BE LOADED, HAULED, AND

DISPOSED OF AS DIRECTED BY THE CO. ALL SLOPES SHALL BE CONSTRUCTED

AS DRAWN.

5. ALL DISTURBED AREAS SHALL BE SEEDED AND FERTILIZED AS SPECIFIED IN THE

CONTRACT.

GENERAL NOTES

PROJECT TITLE STORMPROOFED CULVERT

??? DISTRICT

Q. SMITH 05/11/12

R. JACOBSON 05/11/12

X. XXXXXXXXXX XX/XX/XX

XX/XX/XX

XX/XX/XX XXXXXXXXXXXXX X.XXXXXX

XX/XX/XX XXXXXXXXXXXXX X. XXXXXX

ACAD.DWG

X XX

USDA FOREST SERVICE - TONGASS NATIONAL FOREST SH. ofR-10 -

DESIGNED: DATE:

DATE:DRAWN:

REVIEWED: DATE:

DATE: REVISION: BY:

PLOT ON 11"X17" PAPER

TONGASS

ENGINEERING & RECREATION TNFTYP:09/04