RFI_2.pdf

0011154790-0001

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

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)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

This solicitation amendment is for responses to Request for Information #2. See attachment.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 9

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

16C. DATE SIGNED

BY 17-Jul-2019

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

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

8. NAME AND ADDRESS OF CONTRACTOR (No., Street , County, State and Zip Code) X W911SD19R0147

X 9B. DATED (SEE ITEM 11)

24-Jun-2019

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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

Offer 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.

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 copies to the issuing office.

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

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

17-Jul-2019

CODE

MICC - WEST POINT

681 HARDEE PLACE

WEST POINT NY 10996-1514

W911SD 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W911SD19R0147

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION L - INSTRUCTIONS, CONDITIONS AND NOTICES TO BIDDERS

The following have been added by full text:

RFI RESPONSES #2

July 17, 2019

Request for Information #2

1. Is the intent of this solicitation to set unit prices for future work, task orders, or to determine reasonableness of pricing for making an award?

Answer: Set unit prices for future task orders.

2. How are costs for access to be handled? The individual unit prices do not indicate the height of work to be performed, which could greatly impact productivity and costs. Without knowing a specific locations constraints, how can we incorporate the proper and competitive costs inclusive of access.

Answer: See Attached excel spread sheet – CLIN descriptions the information per CLIN is for all contract years (base year and option years).

3. Can additional unit price items be provided for access, such as hard scaffolding, swing scaffolding, lifts, etc?

Answer: See Attached excel spread sheet – CLIN descriptions the information per CLIN is for all contract years (base year and option years).

CLINS ClIn Description Clin Description

1 DEMO JOINTS and

CONCRETE CAP

Labor and equipment to remove joints and concrete cap "see section C5.5"

2 REMOVAL OF CAP

STONE

Labor and equipemnt to remove Bluestone/Slate cap "see section C5.5"

3 REMOVAL OF CTE PRE-

CAST & LIMESTONE CAP

Labor and equipemnt to remove pre-cast and Limestone caps "see section C5.5"

4 CLEAN DEBRIS AWAY

FROM JOINTS

Labor and equipment to clean joints "see section C5.6"

5 REPOINT JOINTS, FLAT

JOINTS

Labor, equipment and materials to install mortar joints flat "see section C5.7"

6 REPOINT JOINTS,

TOOLED

Labor, equipment and materials to install mortar joints tooled "see section C5.7"

7 REPLACE COPING STONE

(SLATE)(BLUE STONE)

Labor to Install coping stone with Gov't furnished stone "see section C5.8"

8 REPLACE COPING STONE

(SLATE)(BLUE STONE)

Labor and material to Install coping stone with Contractor furnished stone "see section C5.8"

9 REPLACE CONCRETE

PRECAST & LIMESTONE

COP

Labor and material to install concrete pre-cast / limestone cap"see section C5.11"

10 CLEAN AFTER

REPOINTING

Material and equiment to clean stone after repointing "see section C5.9"

11 STONE MASONRY

REPLACEMENT AS

NEEDED

Material and labor to replace missing stone. Match as close as possible

12 RESETTING OF LOOSE

STONES

Labor, material and equipment to remove and rest stone as required

13 CAP STONE PINNING material and labor to install SS pins in capstone "see section C5.8"

14 DEMO CONCRETE CAP Labor and equipemnt to remove concrete cap

15 REMOVE VENEER STONE see section C.5.12 16 REMOVE VENEER STONE See section C.5.12

17 REMOVE PARAPET

WALL CAPSTONE UP TO

5' long see section C.5.12.3

18 REPOINT STRUCT WALLS

STONE UP TO 8' HIGH

see section C.5.12.3

19 REPOINT STRUCTURE

WALLS STONE 8' - 16'

see section C.5.12.3

20 REPOINT STRUCTURE

WALLS STONE 16' to 24' see section C.5.12.3

21 REPOINT STRUCTURE

WALLS STONE 24' and

ABOVE

see section C.5.12.3

22 REPOINT PARAPET

WALLS STONE ROOF

SIDE

see section C.5.12.3

23 REPOINT PENTHOUSE

WALLS STONE UP TO 10'

see section C.5.12.3

24 REPOINT PENTHOUSE

WALLS STONE 10' and

ABOVE

see section C.5.12.3

25 REPOINT STRUCTURE

WALLS BRICK UP TO 8'

see section C.5.12.3

26 REPOINT STRUCT WALLS

BRICK FROM 8' to 16' see section C.5.12.3

27 REPOINT STRUCT WALLS

BRICK 16' to 24' see section C.5.12.3

28 REPOINT STRUCTURE

WALLS BRICK 24' and

ABOVE

see section C.5.12.3

29 REPOINT PARAPET

WALLS BRICK ROOF SIDE

see section C.5.12.3

30 REPOINT PENTHOUSE

WALLS BRICK UP TO 10'

see section C.5.12.3

31 REPOINT PENTHOUSE

WALLS BRICK 10' and

ABOVE

see section C.5.12.3

32 RESETTING VENEER

STONE UP to 8' HIGH see section C.5.8.12

33 RESETTING VENEER

STONE 8' to 16' HIGH see section C.5.8.12

34 RESETTING VENEER

STONE 16' to 24' HIGH see section C.5.8.12

35 RESETTING VENEER

STONE 24' AND ABOVE

see section C.5.8.12

36 RESETTING VENEER

STONE WALLS ROOF

SIDE

see section C.5.8.12

37 RESETTING VENEER

STONE PENT WALLS -

10' see section C.5.8.12

38 RESETTING VENEER

STONE PENT WALLS 10'

AND ABOVE

see section C.5.8.12

39 REPLACE THROUGH

WALL FLASHING

see section C.5.13

40 REPLACE PARAPET WALL

FLASHING

see section C.5.13

41 REPLACE VENEER WALL

TIES/ANCHORS

See section C. 5.13

42 CAULKING CAPSTONE All Labor and material See section C.5.11.6

43 CLEANING OF

STRUCTURE 0 - 16' HIGH

See section 5.9 Cleaning of façade.

Cleaning is with Medium/high Pressure water to include the use of light brushingand/or mild detergent.

Pressure not to exceed 1000PSI

44 CLEANING OF

STRUCTURE 16' 24'

HIGH

See section 5.9 Cleaning of façade.

Cleaning is with Medium/high Pressure water to include the use of light brushingand/or mild detergent.

Pressure not to exceed 1000PSI

45 CLEANING OF

STRUCTURE ABOVE 24'

HIGH

See section 5.9 Cleaning of façade.

Cleaning is with Medium/high Pressure water to include the use of light brushingand/or mild detergent.

Pressure not to exceed 1000PSI

46 JOS CLEANING OF

STRUCTURE UP TO 8'

HIGH

See section 5.9 Cleaning of façade.

Cleaning is with Low Pressuremicro abrasive cleaning technology for sensitive restoration of Facades and monuments. Similare to the JOS & TORC cleaning system

47 JOS CLEANING OF

STRUCTURE 8' TO 16'

HIGH

See section 5.9 Cleaning of façade.

Cleaning is with Low Pressuremicro abrasive cleaning technology for sensitive restoration of Facades and monuments. Similare to the JOS & TORC cleaning system

48 JOS CLEANING OF

STRUCTURE 16' TO 24'

HIGH

See section 5.9 Cleaning of façade.

Cleaning is with Low Pressuremicro abrasive cleaning technology for sensitive restoration of Facades and monuments. Similare to the JOS & TORC cleaning system

49 JOS CLEANING OF

STRUCTURE ABOVE 24'

HIGH

See section 5.9 Cleaning of façade.

Cleaning is with Low Pressuremicro abrasive cleaning technology for sensitive restoration of Facades and monuments. Similare to the JOS & TORC cleaning system

50 LIMESTONE/Granite

REPAIR, 1-300 SF

Repair Limestone and Granite using Dutchmam

51 LIMESTONE/Granite

REPAIR, OVER 300 SF

Repair Limestone and Granite using Dutchmam

52 EXTRUDED LEAD TEES

1.5" WIDE

See section C. 5.13

53 EXTRUDED LEAD TEES

7/8" WIDE

See section C.5.13

54 STANDARD BRICK

MASONRY SINGLE

WYTHE

Furnish and Install single wythe brick

55 STANDARD BRICK

MASONRY DOUBLE

WYTHE

Furnish and Insatll double wythe brick

56 REPAIR ORNATE

LIMESTONE SURFACE

TO 12'

Using JAHN mortar to repair limestone

57 Repair ORNATE

LIMESTONE SURFACE

TO above 12'

Using JAHN mortar to repair limestone

58 LIMESTONE VENEEER 0"

to 6" THICK

Furnish and Install Limestone veneer

59 LIMESTONE VENEER 6'

to 12" THICK

Furnish and Install Limestone veneer

60 ORNATE LIMESTONE

VENEER 0" - 6" THICK

Furnish and Install ornate limestone

61 ORNATE LIMESTONE

VENEER 6" - 12" THICK

Furnish and Install ornate limestone

62 CAST IN PLACE

CONCRETE STAIR TREAD

0" - 3" THICK

Labor Materials and equipment to form, place and finish concrete stairs.

63 CAST IN PLACE

CONCRETE STAIR TREAD

3" - 10" THICK

Labor Materials and equipment to form, place and finish concrete stairs.

64 CAST IRON ABRASIVE

STAIR NOSE 3" WIDE

See section C5.15.1

65 BRICK 100 SF AREA Labor, materials and equipment demo, Furnish and Install

66 STUCCO FINISH OVER

MASONRY 3 COATS

SEE SECTION C.5.11.11

67 STUCCO FINISH OVER

WIRE MESH 3 COATS

see section C.5.11.11

68 MASONRY SEAL COAT, CLEAR

69 MASONRY WEATHER

SEAL COAT (COLOR)

sees ection C.5.14

70 CAST IN PLACE CTE CAP

(UNFORMED)

See Section C.5.11.3.1

71 CAST IN PLACE

CONCRETE WALKWAY

UP TO 5" THICK

see section C.7

72 DEMO EXISTING

CONCRETE WALKWAY

UP TO 6" THICK

See section C.7

73 Remove wall mounted handrails/Reinstall

Labor, materials & equipment to remove handrails and Labor, materials & equipment to reinstall and paint as required steel wall mounted handrails

74 remove/reinstall handrails with posts

Labor, materials & equipment to remove & salvage steel handrails with posts from stone or concrete./Labor, materials & equipment to reinstall and paint as required steel handrails with Posts

75 Install stamped concrete walkway up to 5

Labor, materials and equipment to install stamped concrete pattern/color into concrete (in conjunction with CLIN 71). Three stamped patterns include brick, cobblestone, bluestone.

76 Concrete placement by pump truck

Labor, materials and equipment to place concrete via concrete pump truck when direct-chute off the truck concrete placement is not possible

77 Rebar placement &

tying - #4

Labor, materials & equipment to install #4 rebar for concrete reinforcement.

78 Rebar placement &

tying - #6, #5

Labor, materials & equipment to install #6 rebar for concrete reinforcement

79 Install crushed stone base

Labor, materials & equipment to install and compact crushed stone base

80 Install #57 drainage gravel fill

Labor, materials & equipment to install and compact 12” wide gravel fill with drainage fabric along foundation or retaining wall.

81 Retaining wall random rubble

Labor, materials & equipment to dismantle, salvage and reconstruct large area of retaining/landscape wall with existing random rubble stone 0- 10’ from ground

82 Retaining Wall coursed rubble stone

Labor, materials & equipment to dismantle, salvage and reconstruct large area of retaining/landscape wall with existing coursed rubble stone 0- 10’ from ground.

83 Retaining Wall coursed ashlar stone

Labor, materials & equipment to dismantle, salvage and reconstruct large area of retaining/landscape wall with existing coursed ashlar stone 0-10’ from ground

84 retianing wall block 0- 16"

Labor, materials & equipment to supply and install manufactured concrete block stone wall 0-16’ tall

85 Bluestone step treads forklift assist

Labor, materials & equipment to remove existing bluestone stair treads and relay with assistance of forklift

86 Bluestone step treads crane assist

Labor, materials & equipment to remove existing bluestone stair treads and relay with assistance of a crane when a forklift cannot be used.

87 NEW Bluestone step tread forklift assist

Labor, materials & equipment to remove existing bluestone stair treads and replace with new matching bluestone with assistance of forklift.

88 NEW Bluestone Step tread crane assisted

Labor, materials & equipment to remove existing bluestone stair treads and replace with new matching bluestone with assistance of a crane when a forklift cannot be used

89 Remove sealant various surfaces

Labor, materials & equipment to remove sealant and prepare joint for new sealant in stone to stone, brick to stone and brick to brick joints.

90 Remove sealant various joints

Labor, materials & equipment to remove sealant and prepare joint for new sealant in masonry to wood or masonry to metal joints.

91 Apply sealant various surfaces

Labor, materials & equipment to apply sealant to prepared joint in masonry or masonry to metal or wood. Sealant shall be single component polyurethane

92 Turf restoration and seeding

Labor, materials & equipment to grade turf to remove ruts, add topsoil and seed disturbed turf to restore turf after work activities.

93 PVC Schedule 40 2" conduit

Labor, materials & equipment to install up to 2” diameter conduit for future installation of wire or fixtures by others

94 Fab & Install 2" round handrail

Labor, materials & equipment to fabricate and install 2" dia. Schedule 40 railing. Galvanize finish assumed

95 Core drill up to 2 1/2" wide by 8" deep

Labor, materials & equipment to core drill concrete pavement to receive railing posts.

96 Remove and reinstall downspout

Labor, materials & equipment to remove existing downspout at exterior of buildings in order to faciliatat repairs at building, and reinstall downspout once repairs on building are complete

97 Supply and install bluestone pavers

Labor, materials & equipment to furnish and install 1 1/2" thick bluestone pavers.

98 Remove and reinstall lightning protectio

Labor, materials & equipment to remove existing lightning protection at exterior of buildings in order to faciliatat repairs at building, and reinstall lightning protection once repairs on building are complete.

99 Demo Concrete Block up to 8'

Labor and equipment to remove and dispose of concrete block

100 Demo Concrete Block 8'- 16'

Labor and equipment to remove and dispose of concrete block

101 Install 8" concrete block up to 8'

Labor and material to install concrete block

102 Install concrete block 8'- 16'

Labor and material to install concrete block

103 Install horizontal reinforcemnt in concrete block wall

Labor and material to install reinforcement.

104 install curbing Labor, equipment and material to install 18" x 6" curbing

105 asphalt patching Labor, equipment and material to install type 6F pavement

106 excvation for footing/wall

Labor, Material and equipment to excavate for footings and walls. 48" max

107 Asphalt Pavement Removal

Labor and equipment to remove asphalt as needed

108 Form and pour 6" concrete wall up to 10'

Labor, equipment and materials to form amd place 6" concrete wall section

109 Form and Pour footing up to 24" wide

Labor, equipment and materials to form and place 24" concrete footing

110 Backfill footings and walls with soil

Labor, material and equipment to backfill footing and wall after forms removed

111 remove steel lintel Laborto remove existing steel lintel as required.

112 Install steel lintel Labor and material to install steel lintel 113 Install masonry weeps Material and labor to install weeps in brick, stone and block

(End of Summary of Changes)