AMEND 2_08242020.pdf

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 or (c) By separate letter or electronic communication 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 letter or electronic communication, provided each letter or electronic communication makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

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

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

1. CONTRACT ID CODE

2. AMENDMENT/MODIFICATION NUMBER 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQUISITION NUMBER 5. PROJECT NUMBER (If applicable)

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

STANDARD FORM 30 (REV. 11/2016)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

9A. AMENDMENT OF SOLICITATION NUMBER

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NUMBER

10B. DATED (SEE ITEM 13)

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.

12. ACCOUNTING AND APPROPRIATION DATA (If required) copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

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

IT MODIFIES THE CONTRACT/ORDER NUMBER AS DESCRIBED IN ITEM 14.

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

NUMBER IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation data, 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)

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.

15C. DATE SIGNED

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

16C. DATE SIGNED

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

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

PAGE OF PAGES

6. ISSUED BY CODE

8. NAME AND ADDRESS OF CONTRACTOR (Number, street, county, State and ZIP Code) (X)

CODE

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

Previous edition unusable

AMENDMENT 02: Questions and Answers and Changes.

North East Acquisition Team 4 Farm Colony Drive Warren PA 16365

See block 6.

1224H820R0003

08/25/2020

07/24/2020

Solicitation: 1224H820R0003

Date: 25 August 2020

AMENDMENT 02:

QUESTIONS AND ANSWERS:

25. QUESTION: What is the exact specification required for bituminous pavement on this project? For example it states 40301-1, 40301-2, 40304.1, and 40304.2 Our material that we will produce is a Warm Mix Asphalt, PG 64-22 or PG 58-28 liquid Asphalt, <0.3 Million ESALs, 0.3 to <3 Million ESALs, 19.0 mm Mix (Binder) and 9.5 mm Mix (Wearing).

RESPONSE: The Wearing Course would have an SRL Designation of either L, M, G, H, or E. Reference question 6.

26. QUESTION: On the B-1 Cornplanter AOP site, the southside layback excavation for the culvert extends past the paving limit. Will any additional subbase and paving be paid for in there respective items or is this considered incidental.

RESPONSE: This is considered incidental.

27. QUESTION: On B-3 Item 60501 Standard Underdrain System is a LS item. Where do we find a quantity (LF) for this item?

RESPONSE: The quantity will remain a Lump Sum. For the road design it was estimated 1200 feet at 300ft spacing which equals 4 outlets. This pay item includes pipe, excavation and backfill.

28. QUESTION: On B-3 Items 30113, 30205 and 30204, Where is the roadway / subbase and shoulder excavation? The FP-14 refers to Sect 204 or 303 as the surface preparation items which there are no such items on the schedule of items. How is the excavation and backfill to be paid?

RESPONSE: Reference updated Schedule of Items B-3

29. QUESTION: On B-3 Item 60201 Culvert the FP-14 refers to the excavation and backfill for this item is to be Sect 209. There is no Item 209—in the schedule of items. How is the excavation and backfill to be paid?

RESPONSE: Excavation and backfill is incidental to the placement of the pipe.

30. QUESTION: On B-3 Item 60201 Culvert. Are there any elevations for the new pipe? I assume the locations are where the 3 existing culverts are to be removed?

RESPONSE: On the profiles centerline elevation is provided.

STA Size Inlet Invert

Outlet Invert

118+27 18"

CMP 1393.51 1390

120+06 18"

CMP 1393.56 1392.55

126+31 18"

CMP 1367.92 1367.17

31. QUESTION: Is there an error on the B-3 Item 41301? It states 30,000 SY but I come up with a little less then 3000 SY. Please clarify.

RESPONSE: Reference question 5 and the amended schedule of items.

32. QUESTION: Can the paving specs adhere to the present PennDOT paving specs?

RESPONSE: Yes, reference question 6.

33. QUESTION: Mudlick Run Culvert- After speaking with the arch culvert mfg., they have indicated that the drawings reference an aluminum plate arch culvert material, but the dimensions and thickness correspond to a steel plate arch. Please confirm which material is to be used.

RESPONSE: Amended to steel plate arch.

34. QUESTION: Tributary to Mudlick Run Culvert- The drawings reference a skew on the end of the aluminum plate arch culvert. After speaking with the arch culvert mfg., they have indicated that they cannot construct the structure with a skew and that it would have to be constructed without a skew, thus extending the length by appx 13' feet or

so. Please confirm which design is to be used.

RESPONSE: No skew is acceptable. See Revised B-1, 60304.

35. QUESTION: Sheet C-01 refers to Pay Item 15703 for Install Temporary Earth Diversion. This item does not exist on the Schedule of Items.

RESPONSE: Refer to amended schedule. Item previously stated 15713, should be 15703.

36. QUESTION: Sheet C-01 refers to Pay Item 20407 for Construct Rolling Dip. This item does not exist on the Schedule of Items. Should this be 30115?

RESPONSE: The excavation is included in 20424. detail on C-06.

37. QUESTION: The drawings mention CR-1 for the Channel Rock, but the Schedule of Items calls out Class 2. Please confirm which class is to be used.

RESPONSE: Amended bid sheet. Should be CR-1.

38. QUESTION: Drawing C-07 mentions structure backfill is to be incidental to Item 60302. Should this be Item 20803?.

RESPONSE: Structural backfill is defined as material placed within the foundation.

Above that is defined as “backfill”. This material should be max. particle size 3in.

material passing No. 200 sieve, AASHTO T27 and T11 = 15% and PI AASHTO t90 = 6max.

39. QUESTION: Cross Drain Replacement and Repaving - The bid items reference 254 lf of 18" culvert, but the drawings only show 144 lf of culvert. Please confirm the length of pipe.

RESPONSE: Pipe length is 144.

40. QUESTION: Amendment 0001 still indicates 30,000sy of millings to be placed. Can we reconfirm that quantity is correct? It seems almost 3 times the size it should be.

RESPONSE: Revised per amendment 2.

41. QUESTION: Item: 63301 Sign System- Does this refer to the signs on sheet C-10? As I cannot find any other information on the sign system for this item. Since the drawing title is Detour Traffic Control Plan the thought is that these belong to the 63501-Temporary Traffic Control item.

RESPONSE: Traffic control shall is listed on sheet C-10 of both Mudlick and Unnamed Tributary to Mudlick AOP drawings as they are the project extents. Bid item 63501 is the pay item associated with this. A Traffic control plan is a required project submittal.

42. QUESTION: Is item 63501 Temporary Traffic Control requiring an additional Detour plan that is supplemental to the signs provided on C-10?

RESPONSE: A traffic control plan submittal is a required document. The components listed on sheet C-10 indicates the minimum requirements.

43. QUESTION: I believe the revised pay items for B-1 should instead be titled B-3 Revised pay items. Correct?

RESPONSE: Correct, see revised sheets.

44. QUESTION: What changes were made to items 15101, 15201, 15713, 20101 and 60501?

RESPONSE: See revised Sheet B-3.

45. QUESTION: I noticed that item 60501 is still a lump sum. I assume that should be a LF item?

RESPONSE: For contracting and payment purposes, this will remain a LS item. For further information, reference question 27.

46. QUESTION: The revised items 40304.1 and 40304.2 still reflect paving less then 3000 SY. Should item 41301 be either 3000 SY or 30,000 SF?

RESPONSE: See revised Sheet B-3

47. QUESTION: The issue with 30,000 sy of milling was not addressed, this item remained the same. See revised sheet B-3

RESPONSE: See revised Sheet B-3

48. QUESTION: There was an underdrain item added as 1 LS, should this have been a LF item?

RESPONSE: For contracting and payment purposes, this will remain a LS item. For further information, reference question 27.

49. QUESTION: The list of items on the addendum was listed as B-1 schedule of prices but I am assuming it was to replace B-3 schedule of items for forest road STA 117 to 128?

RESPONSE: Revised. See revised sheet B-3

50. QUESTION: Are the proposals to be emailed to this address?

RESPONSE: The email address to submit proposals and proposal guarantees is ashley.a.witmer@usda.gov as identified in the solicitation.

51. QUESTION: The revised B1-Schedule of Items appears to be a revision of B3. Please advise.

RESPONSE: Revised. See revised sheet B-3

52. QUESTION: On B1, Plans Page C-00, there is a note to construct rolling DIP (pay item 20407). There is no pay item 20407 on the schedule.

RESPONSE: See question 36.

mailto:ashley.a.witmer@usda.gov

53. QUESTION: Existing Structure Remove and Dispose (pay item 20305), I assume it is pay item 20301. Please clarify.

RESPONSE: B-3 Schedule of Items, Pay item 20302 includes removal of existing culverts.

54. QUESTION: B-1, B-2 & B-3 : Item 63301 Sign System. Is there supposed to be a permanent traffic control plan included in the bid documents?

RESPONSE: The intent is to replace existing signs in place.

55. QUESTION: B-3 : Item 63501 Temporary Traffic Control. Is there supposed to a temporary traffic control plan included in the bid documents or should the Detour Traffic Control Plan from B-1 & B-2 be left in place for the B-3 phase of this project? Please advise.

RESPONSE: The FR 262 project is to be considered one project with three subparts and will not be broken into the subparts. The traffic control plan listed shall encompass the entire project.

(End of Q&A)

CHANGES:

1. Sheet C-03: Sheet C-03 for the Unamed Tributary to Mudlick Run Culvert Replacement Project is hereby replaced in its entirety with the revised sheet C-03, Revision date 08/24/2020. The previous version is hereby deleted from this solicitation.

Reference attachments.

2. Schedule of Items: The previous schedule of items is hereby deleted and replaced with the attached schedule of items with Revision date 08/24/2020. Reference attachments.

3. Wage Determination: The previously applicable wage determination has been updated since the solicitation was posted. The updated wage determination is attached and hereby replaces the previously included wage determination in its entirety. The applicable wage determination is: Construction Wage Determination: PA20200002 Rev 16 dated 08/21/2020 Heavy and Highway.

(End of Changes)

Section B: Services and Prices (Rev 8/24/2020) Revised Pay Items: 20415, 20803, 55201, 60304

B-1: SCHEDULE OF ITEMS UNNAMED TRIBUTARY TO MUDLICK RUN, CORNPLANTER-AOP

ITEM No. ITEM DESCRIPTION UNIT QTY UNIT COST Revised

Quantity Total

15101 MOBILIZATION LUMP SUM 1

15201 CONSTRUCTION, SURVEY AND STAKING,

METHOD 1, TOLERANCE A

LUMP SUM 1

15713 SOIL EROSION & POLLUTION CONTROL LUMP SUM 1

20101 CLEARING AND GRUBBING LUMP SUM 1

20301 REMOVAL OF STRUCTURE AND

OBSTRUCTIONS, REMOVE FROM

PROJECT

LUMP SUM 1

20415 EMBANKMENT CONSTRUCTION, METHOD

1, TOLERANCE A

CUBIC YARD* 471 371

20802 FOUNDATION FILL, INCLUDES GEOCELL

AND AGGREGATE GRADING PA-2A

TON* 34

20803 STRUCTURE EXCAVATION CUBIC YARD* 644

20803 STRUCTURAL BACKFILL CUBIC YARD* 78 106

25102 PLACED RIPRAP, CLASS R-4 TON* 111

25105 KEYED RIPRAP, CLASS R-6 BANK

PROTECTION

TON* 7

30115 AGGREGATE SURFACE COURSE,

COMPACTION METHOD D, INCLUDES

SURFACE AGGREATE FOR SHOULDERS

AND DRIVEABLE DIP

TON* 58

30201 AGGREGATE BASE, GRADING C,

COMPACTION D

TON* 248

ITEM No. ITEM DESCRIPTION UNIT QTY UNIT COST Revised Quantity

Total

30204 SUBBASE, GRADING A, COMPACTION D TON* 495

30210 BEDDING AGGREGATE AROUND CROSS

DRAIN CULVERT

TON* 2

40301-1 ASPHALT CONCRETE PAVEMENT,

PENNDOT PLANT MIX, BINDER COURSE

TON* 127

40301-2 ASPHALT CONCRETE PAVEMENT,

PENNDOT PLANT MIX, WEARING COURSE

TON* 55

55201 STRUCTURAL CONCRETE FOR

FOUNDATIONS INCLUDES REINFORCING

STEEL

CUBIC YARD* 31 40

60201 30 INCH PIPE CULVERT, CMP LINEAR FOOT* 70

60304 21'-7" SPAN, 4'-11" RISE, ALUMINUM

STRUCTURAL PLATE BOX CULVERT,

INCLUDES DEWATERING

LINEAR FOOT* 42 55

60305 ALLUMINUM STRUCTURAL PLATE

HEADWALL

EACH 2

61701 GUARDRAIL SYSTEM REMOVE AND

INSTALL NEW

LINEAR FOOT* 206

61904 FENCE POST, 4" ROUND EACH 16

62504 SEEDING, DRY OR HYDRAULIC METHOD LUMP SUM 1

62901 EROSION CONTROL MAT, TYPE 3.B

BIODEGRADABLE

LUMP SUM 1

63301 SIGN SYSTEM LUMP SUM 1

63401 PAVEMENT MARKINGS TYPE,

CENTERLINE DOUBLE SOLID, YELLOW

REFLECTORIZED

LINEAR FOOT* 250

63501 TEMPORARY TRAFFIC CONTROL LUMP SUM 1

64703-4 MITIGATION, LOG BARRIER LUMP SUM 1

64801 PLACED STREAMBED SIMULATION ROCK,

BED CLASS 8, PLACEMENT METHOD A

TONS* 128

ITEM No. ITEM DESCRIPTION UNIT QTY UNIT COST Revised Quantity

Total

64803 PLACED CHANNEL ROCK, CLASS 2,

PLACEMENT METHOD A

TONS* 45

OPTIONAL ITEMS

20421 ROCK EXCAVATION CUBIC YARD 90

60501 STANDARD UNDERDRAIN SYSTEM, 6"

PERFORATED PIPE

LINEAR FOOT* 100

TOTAL

*DESIGNATES CONTRACT QUANTITIES

Section B: Services and Prices (Revision 8/24/2020) Revised Pay Items: 60304

B-2: SCHEDULE OF ITEMS MUDLICK RUN

ITEM No. ITEM DESCRIPTION UNIT QTY Revised QTY Total

15101 MOBILIZATION LUMP SUM 1

15201 CONSTRUCTION, SURVEY AND STAKING,

METHOD 1, TOLERANCE A

LUMP SUM 1

15713 SOIL EROSION & POLLUTION CONTROL LUMP SUM 1

20101 CLEARING AND GRUBBING LUMP SUM 1

20301 REMOVAL OF STRUCTURE AND

OBSTRUCTIONS, REMOVE FROM

PROJECT

LUMP SUM 1

20415 EMBANKMENT CONSTRUCTION, METHOD

1, TOLERANCE A

CUBIC YARD* 691

20801 STRUCTURE EXCAVATION CUBIC YARD* 1309

20802 FOUNDATION FILL, INCLUDES GEOCELL

AND AGGREGATE GRADING PA-2A

TON* 63

20803 STRUCTURAL BACKFILL CUBIC YARD* 155

30115 AGGREGATE SURFACE COURSE,

COMPACTION METHOD D FOR

SHOULDER

TON* 9

30201 AGGREGATE BASE, GRADING C,

COMPACTION D

TON* 122

30204 SUBBASE, GRADING A, COMPACTION D TON* 244

30210 BEDDING AGGREGATE CROSS DRAIN

CULVERT

TON* 5

40301-1 ASPHALT CONCRETE PAVEMENT,

PENNDOT PLANT MIX, BINDER COURSE

TON* 63

ITEM No. ITEM DESCRIPTION UNIT QTY Revised QTY Total

40301-2 ASPHALT CONCRETE PAVEMENT,

PENNDOT PLANT MIX, WEARING COURSE

TON* 27

55201 STRUCTURAL CONCRETE FOR

FOUNDATIONS INCLUDES REINFORCING

STEEL

CUBIC YARD* 59

60304 26'-0" SPAN, 8'-7" RISE, STEEL

STRUCTURAL PLATE ARCH CULVERT,

INCLUDES DEWATERING

LINEAR FOOT* 73

60705 REMOVING, CLEANING, RESETING

CULVERT

LUMP SUM 1

61701 GUARDRAIL SYSTEM REMOVE AND

INSTALL NEW

LINEAR FOOT* 350

62504 SEEDING, DRY OR HYDRAULIC METHOD LUMP SUM 1

62901 EROSION CONTROL MAT, TYPE 3.B

BIODEGRADABLE

LUMP SUM 1

63301 SIGN SYSTEM LUMP SUM 1

63401 PAVEMENT MARKINGS TYPE,

CENTERLINE DOUBLE SOLID, YELLOW

REFLECTORIZED

LINEAR FOOT* 123

63501 TEMPORARY TRAFFIC CONTROL LUMP SUM 1

64703 MITIGATION, LOG BARRIER LUMP SUM 1

64704 MITIGATION, STREAMBED MATERIAL TON* 68

64705 MITIGATION, STREAMBED CHANNEL

REALIGNMENT

CUBIC YARD* 5

64801 PLACED STREAMBED SIMULATION ROCK,

BED CLASS 10, PLACEMENT METHOD A

TONS* 404

64803.2 PLACED CHANNEL ROCK, CLASS 2,

PLACEMENT METHOD A

TONS* 117

64803.3 PLACED CHANNEL ROCK, R-7,

PLACEMENT METHOD A

LUMP SUM 1

*DESIGNATES CONTRACT QUANTITIES

ITEM No. ITEM DESCRIPTION UNIT QTY Revised QTY Total

OPTIONAL ITEMS

20421 ROCK EXCAVATION CUBIC YARD 90

60501 STANDARD UNDERDRAIN SYSTEM, 6"

PERFORATED PIPE

LINEAR FOOT* 100

Section B: Services and Prices (REV. 2, 8/24/2020) Revised Pay Items (Revisions 1 & 2): 20302, 20429 30205, 30204, 40304.1, 40304.2, 41301, 60201, 62901, B-3: SCHEDULE OF ITEMS FOREST ROAD 262 STA 117+00 TO STA 128+00

PAY ITEM DESCRIPTION UNIT QTY REV QTY UNIT COST TOTAL

15101 MOBILIZATION LS 1

15201 CONSTRUCTION SURVEY AND STAKING,

METHOD 1, TOLERANCE A

LS 1

15713 EROSION & POLLUTION CONTROL LS 1

20101 CLEARING AND GRUBBING LS 1

20302 REMOVAL OF EXISTING CULVERTS,

INCLUDES INCIDENTAL TREE REMOVAL

AND SPILLWAYS

EA 4 3

20424 DRAINAGE EXCAVATION, TYPE

RECONSTRUCTION/CONSTRUCTION

LEADOFF DITCHES, OUTLET DITCHES,

LINE DITCHES, DITCHBLOCKS

LF* 915

20429 WASTE CY 1,467

30113 AGGREGATE SURFACE COURSE FOR

SHOULDER, GRADING F

TON* 125

30205 CRUSHED AGGREGATE BASE,

COMPACTION D

TON* 941 2,178

30204 CRUSHED AGGREGATE SUBBASE,

COMPACTION D

TON* 1,881 1,080

40304.1 HOT-MIX ASPHALT CONCRETE

PAVEMENT, PENNDOT PLANT MIX

BITUMINOUS, 3-1/2” THICK BINDER

COURSE, FB-1

TON* 482 558

40304.2 HOT-MIX ASPHALT CONCRETE

PAVEMENT, PENNDOT PLANT MIX

BITUMINOUS, 1-1/2” THICK WEARING

COURSE, FB-1

TON* 207 239

41301 ASPHALT PAVEMENT MILLING, 5 INCH

DEPTH, DISPOSAL BY CONTRACTOR

SY* 30,000 3,000

60201 18 INCH ALUMINIZED STEEL, TYPE 2,

CORRUGATED STEEL PIPE, 0.064 INCH

THICKNESS, COMPACTION METHOD 6

LF* 254 144

60501 STANDARD UNDERDRAIN SYTEM,

INCLUDES TRENCH EXCAVATION,

LS 1

PAY ITEM DESCRIPTION UNIT QTY REV QTY UNIT COST TOTAL

GEOTEXTILE, AGGREGATE AND OUTLET

SYSTEM

61705 REPLACE GUARDRAIL SYSTEM,

INCLUDES TERMINAL SECTIONS

LF* 39

61707 REMOVE AND RESET GUARDRAIL

SYSTEM

LF 223

62550 TURF ESTABLISHMENT, HYDRAULIC OR

DRY METHOD

LS 1

62901 ROLLED EROSION CONTROL PRODUCT,

TYPE EROSION CONTROL MATS, TYPE

3B, BIODEGRADABLE

SY* 2,586 1,220

63301 PERMANENT SIGN SYSTEM LS 1

63401 PAVEMENT MARKINGS, DOUBLE SOLID,

YELLOW, CENTERLINE, REFLECTORIZED

LF* 1,200

63501 TEMPORARY TRAFFIC CONTROL LS 1

TOTAL BID

*INDICATES CONTRACT QUANTITIES

Revision 8/24/2020