20-B-0004 Solicitation Amd 03.pdf

0011444334

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

To match the Line Item CLINS w ith Amendment 0002

1. CONTRACT ID CODE PAGE OF PAGES

J 1 70

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

16C. DATE SIGNED

BY 08-May-2020

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 W912CN20B0004

X 9B. DATED (SEE ITEM 11)

15-Apr-2020

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 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

08-May-2020

CODE

413 CSB

413TH CSB, RCO-HAWAII,

742 SANTOS DUMONT AVENUE

BLDG 108, 3RD FLOOR (WAAF)

SCHOFIELD BARRACKS HI 96857-5026

W912CN 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912CN20B0004

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00 10 00 - SOLICITATION

CLIN 0001

The CLIN extended description has changed from:

CLIN 0001; Remove and replace 4" thick, concrete sidewalk or swale, width varies from 3'-0" to 8'-0" wide, to match existing concrete sidewalk or swale. To include new concrete, finishing, #4 round dowels @ 24" (max.) and / or wire mesh, expansion joints, backfilling and topsoil / grassing to match existing surfaces. Also includes disposal of all removed materials, clean-up, and all items necessary to complete the work in accordance with Section 01026 of the SOW/Specs (K Work)

To:

CLIN 0001; Remove and replace 4" thick, concrete sidewalk orswale, width varies from 3'-0" to 8'-0" wide, to match existingconcrete sidewalk or swale. To include new concrete, finishing, #4round dowels @ 24" (max.) and / or wire mesh, expansion joints, backfilling and topsoil / grassing to match existing surfaces. Alsoincludes disposal of all removed materials, clean-up, and all itemsnecessary to complete the work in accordance with Section 01026 of the SOW/Specs (K Work) The pricing detail quantity has increased by 2,000.00 from 2,000.00 to 4,000.00.

CLIN 0002

: CLIN 0002; Remove and replace concrete steps, width varies from 3'-0" to 8'-0" wide, to match existing concrete steps. To include new concrete, finishing, #4 round dowels @ 24" (max.), expansion joints, backfilling and topsoil / grassing to match existing surfaces. Also includes disposal of all removed materials, clean-up, and all items necessary to complete the work in accordance with Section 01026 of the SOW/Specs (K Work)

: CLIN 0002; Remove and replace concrete steps, width varies from3'-0" to 8'-0" wide, to match existing concrete steps. To include newconcrete, finishing, #4 round dowels @ 24" (max.), expansion joints,backfilling and topsoil / grassing to match existing surfaces. Alsoincludes disposal of all removed materials, clean-up, and all itemsnecessary to complete the work in accordance with Section 01026 of the SOW/Specs (K Work)

The pricing detail quantity has increased by 280.00 from 20.00 to 300.00.

CLIN 0003

: CLIN 0003; Remove and disposal of tree roots within 1'-0" of concrete sidewalk, steps, swale, curbs and gutters. To include replacement of sub-grade with approved fill materials, root barriers, shaping and compacting to match existing surfaces. Also includes disposal of all removed materials, clean-up, and all items necessary to complete the work in accordance with Section 01026 of the SOW/Specs (K Work)

: CLIN 0003;Remove and disposal of tree roots within 1'-0" ofconcrete sidewalk, steps, swale, curbs and gutters. To includereplacement of sub-grade with approved fill materials, root barriers,shaping and compacting to match existing surfaces. Also includesdisposal of all removed materials, clean-up, and all items necessary tocomplete the work. in accordance with Section 01026 of the SOW/Specs (K Work)

The pricing detail quantity has increased by 400.00 from 100.00 to 500.00.

CLIN 0004

: CLIN 0004; Install Root Barrier. The root barrier shall be at least 19 inches in depth from finished grade. The root barrier substrate fabric shall be made of synthetic polyolefin with UV stabilizer. Chemical control shall be trifluralin herbicide embedded in polyethylene nodules for slow release that are attached to the substrate fabric on 1.5 inch centers. Includes disposal of all

Section 01026 of the SOW/Specs (K Work).

: CLIN 0004; Install Root Barrier. The root barrier shall be atleast 19 inches in depth from finished grade. The root barriersubstrate fabric shall be made of synthetic polyolefin with

UVstabilizer. Chemical control shall be trifluralin herbicide embeddedin polyethylene nodules for slow release that are attached to thesubstrate fabric on 1.5 inch centers. Includes disposal of all removedmaterials, clean-up, and all items necessary to complete the work in accordance with Section 01026 of the SOW/Specs (K Work).

The pricing detail quantity has increased by 900.00 from 100.00 to 1,000.00.

CLIN 0005

: CLIN 0005; Replace concrete curbs with new to match existing concrete curbs. To include base-course, re-compaction of existing base-course, or sub-base course, finishing, #4 round dowels @ 24" (max.), backfilling and topsoil placement / grassing to match existing adjacent surfaces. Also includes disposal of all removed materials, clean-up, and all items necessary to complete the work in accordance with Section 01026 of the SOW/Specs (K Work).

: CLIN 0005; Replace concrete curbs with new to match existingconcrete curbs. To include base-course, re-compaction of existingbase-course, or sub-base course, finishing, #4 round dowels @ 24"(max.), backfilling and topsoil placement / grassing to match existingadjacent surfaces. Also includes disposal of all removed materials,clean-up, and all items necessary to complete the work in accordance with Section 01026 of the SOW/Specs (K Work).

The pricing detail quantity has increased by 380.00 from 20.00 to 400.00.

CLIN 0006

: CLIN 0006; Replace concrete gutters only with new to match existing concrete gutters. To include base-course, re-compaction of existing base-course, or sub-base course, finishing, #4 round dowels @ 24" (max.), backfilling and topsoil placement/grassing to match existing adjacent surfaces. Also includes disposal of all removed materials, clean-up, and all items necessary to complete the work in accordance with Section 01026 of the SOW/Specs (K Work).

: CLIN 0006; Replace concrete gutters only with new to matchexisting concrete gutters. To include base-course, re-compaction ofexisting base-course, or sub-base course, finishing, #4 round dowels @24" (max.), backfilling and topsoil placement/grassing to matchexisting adjacent surfaces. Also includes disposal of all removedmaterials, clean-up, and all items necessary to

The pricing detail quantity has increased by 180.00 from 20.00 to 200.00.

CLIN 0007

: CLIN 0007; Replace concrete curbs and gutters with new to match existing concrete curbs and gutters. To include base-course, and or re-compaction of existing base-course, or sub-base course finishing, #4 round dowels @ 24" (max.), backfilling and topsoil placement / grassing to match existing adjacent surfaces. Also includes disposal of all removed materials, clean-up, and all items necessary to complete the work in accordance with Section 01026 of the SOW/Specs (K Work).

: CLIN 0007; Replace concrete curbs and gutters with new to matchexisting concrete curbs and gutters. To include base-course, and orre-compaction of existing base-course, or sub-base course finishing, #4round dowels @ 24" (max.), backfilling and topsoil placement / grassingto match existing adjacent surfaces. Also includes disposal of allremoved materials, clean-up, and all items necessary to complete thework in accordance with Section 01026 of the SOW/Specs (K Work).

CLIN 0008

: CLIN 0008; Repair asphaltic concrete pavement damaged in conjunction with concrete curb and cutter repair work. To include re-compaction of existing base-course, prime/tack coating and resurfacing with 2" thick asphaltic concrete to match existing adjacent surfaces. Also includes disposal of all removed materials, clean-up, and all items necessary to complete the work in accordance with Section 01026 of the SOW/Specs (K Work).

: CLIN 0008; Repair asphaltic concrete pavement damaged inconjunction with concrete curb and cutter repair work. To include recompactionof existing base-course, prime/tack coating and resurfacingwith 2" thick asphaltic concrete to match existing adjacent surfaces.Also includes disposal of all removed materials, clean-up, and allitems necessary to complete the work in accordance with Section 01026 of the SOW/Specs (K Work).

CLIN 0009

: CLIN 0009; Remove and dispose of existing damaged concrete sidewalk and construct wheelchair ramp. To include repair of asphaltic concrete pavement, sub-grade, base-course, grooved tactile warning signal, score and warp lines, finishing, #4 round dowels @ 24" (max.)

and / or wire mesh, backfilling and topsoil placement / grassing to match existing adjacent complete the work. (K Work)

: CLIN 0009; Remove and dispose of existing damaged concretesidewalk and construct wheelchair ramp. To include repair of asphalticconcrete pavement, sub-grade, base-course, grooved tactile warningsignal, score and warp lines, finishing, #4 round dowels @ 24" (max.)and / or wire mesh, backfilling and topsoil placement / grassing tomatch existing adjacent surfaces.

Also includes disposal of allremoved materials, clean-up, and all items necessary to complete thework. (K Work)

CLIN 0010

: CLIN 0010; Remove and replace existing wheelchair ramp. To include base-course, sub-base repair, finishing, #4 round dowels @ 24"(max.), backfilling and topsoil placement / grassing to match existing adjacent surfaces. Also includes disposal of all removed materials, clean-up, and

: CLIN 0010; Remove and replace existing wheelchair ramp.To include base-course, sub-base repair, finishing, #4 round dowels @24"(max.), backfilling and topsoil placement / grassing to matchexisting adjacent surfaces. Also includes disposal of all removedmaterials, clean-up, and

CLIN 0011

: CLIN 0011; When repairing steps and ramps, install metal handrail as required IAW ADA handrail requirements to match existing in style and color where possible. Includes disposal of all removed materials, clean-up, and all items necessary to complete the work in accordance with

: CLIN 0011; When repairing steps and ramps, install medalhandrail as required IAW ADA handrail requirements to match existing instyle and color where possible. Includes disposal of all removedmaterials, clean-up, and all items necessary to complete the work in accordance with Section 01026 of the SOW/Specs (K Work).

The pricing detail quantity has increased by 190.00 from 10.00 to 200.00.

CLIN 0012

: CLIN 0012; Adjust existing valve or utility box and covers to match adjacent finish sidewalk.

Includes disposal of all removed materials, clean-up, and all items necessary to complete the work iin accordance with Section 01026 of the SOW/Specs (K Work)

: CLIN 0012; Adjust existing valve or utility box and covers tomatch adjacent finish sidewalk.

Includes disposal of all removedmaterials, clean-up, and all items necessary to complete the work in accordance with Section 01026 of the SOW/Specs (K Work)

The pricing detail quantity has increased by 3.00 from 2.00 to 5.00.

CLIN 0013

: CLIN 0013; Adjust existing manhole frames and covers to match adjacent finish sidewalk.

work in accordance with Section 01026 of the SOW/Specs (K Work)

: CLIN 0013; Adjust existing manhole frames and covers to matchadjacent finish sidewalk.

Includes disposal of all removed materials,clean-up, and all items necessary to complete the work in accordance with Section 01026 of the SOW/Specs (K Work)

CLIN 0014

: CLIN 0014; Repair damaged (less than 30% damaged) curb inlet manhole, small (less than 25 SF total). Demolish damaged area and clean bottom of drop intake. Reinforce damaged area using #4 rebar IAW Standard Details for Public Works Construction, Department of Public Works, City and County of Honolulu, Sep 1984. Use 3500 psi concrete to repair manhole surface and curb. Reuse manhole cover. Backfill and place topsoil / grassing to match existing surfaces. Includes disposal of all removed materials, clean-up, and all items necessary to

: CLIN 0014; Repair damaged (less than 30% damaged) curb inletmanhole, small (less than 25 SF total). Demolish damaged area andclean bottom of drop intake. Reinforce damaged area using #4 rebar IAWStandard Details for Public Works Construction, Department of PublicWorks, City and County of Honolulu, Sep 1984. Use 3500 psi concrete torepair manhole surface and curb. Reuse manhole cover. Backfill andplace topsoil / grassing to match existing surfaces. Includes disposalof all removed materials, clean-up, and all items necessary to completethe work in accordance with Section 01026 of the SOW/Specs (K Work).

CLIN 0015

: CLIN 0015; Repair damaged (greater than 30% damaged) curb inlet manhole, small (less than 25 SF total). Demolish top of manhole and clean bottom of drop intake. Reinforce manhole surface using #4 rebar IAW Standard Details for Public Works Construction, Department of

Public Works, City and County of Honolulu, Sep 1984. Use 3500 psi concrete for manhole surface and curb. Reuse manhole cover. Backfill and place topsoil / grassing to match existing complete the work in accordance with Section 01026 of the SOW/Specs (K Work)

: CLIN 0015; Repair damaged (greater than 30% damaged) curb inletmanhole, small (less than 25 SF total). Demolish top of manhole andclean bottom of drop intake. Reinforce manhole surface using #4 rebar IAW Standard Details for Public Works Construction, Department ofPublic Works, City and County of Honolulu, Sep 1984. Use 3500 psiconcrete for manhole surface and curb. Reuse manhole cover. Backfilland place topsoil / grassing to match existing surfaces. Includesdisposal of all removed materials, clean-up, and all items necessary tocomplete the work in accordance with Section 01026 of the SOW/Specs (K Work)

CLIN 0016

: CLIN 0016; Repair damaged (less than 30% damaged) curb inlet manhole, large (25 SF total or greater). Demolish damaged area and clean bottom of drop intake. Reinforce damaged area using #4 rebar IAW Standard Details for Public Works Construction, Department of Public Works, City and County of Honolulu, Sep 1984. Use 3500 psi concrete for manhole surface and curb. Reuse manhole cover. Backfill and place topsoil / grassing to match existing surfaces.

: CLIN 0016; Repair damaged (less than 30% damaged) curb inletmanhole, large (25 SF total or greater). Demolish damaged area andclean bottom of drop intake. Reinforce damaged area using #4 rebar IAWStandard Details for Public Works Construction, Department of PublicWorks, City and County of Honolulu, Sep 1984. Use 3500 psi concretefor manhole surface and curb. Reuse manhole cover. Backfill and placetopsoil / grassing to match existing surfaces. Includes disposal ofall removed materials, clean-up, and all items necessary to completethe work in accordance with Section 01026 of the SOW/Specs (K Work)

CLIN 0017

: CLIN 0017; Repair damaged (greater than 30% damaged) curb inlet manhole, large (25 SF total or greater). Demolish top of manhole and clean bottom of drop intake. Reinforce manhole surface using #4 rebar IAW Standard Details for Public Works Construction, Department of Public Works, City and County of Honolulu, Sep 1984. Use 3500 psi concrete for manhole surface and curb. Reuse manhole cover. Backfill and place topsoil / grassing to match existing

: CLIN 0017; Repair damaged (greater than 30% damaged) curb inletmanhole, large (25 SF total or greater). Demolish top of manhole andclean bottom of drop intake. Reinforce manhole surface using #4 rebarIAW Standard Details for Public Works Construction, Department ofPublic Works, City and County of Honolulu, Sep 1984. Use 3500 psiconcrete for manhole surface and curb. Reuse manhole cover. Backfilland place topsoil / grassing to match existing surfaces.

Includesdisposal of all removed materials, clean-up, and all items necessary tocomplete the work in accordance with Section 01026 of the SOW/Specs (K Work).

CLIN 0018

: CLIN 0018; This CLIN shall be used in conjunction with CLINs 14-17 when requested.

Typical storm drains on Hawaiiƒ??s Army installations have a gutter with curb throat. Wheel strikes often cause the unsupported curb face to fail. For curb faces that repeatedly fail, fortify and support the curb edge of the manhole cover by installing one horizontal 3 inch square, 9 gauge steel tube that is 2 inches longer on each side than the length of the storm drain. Weld three vertical 1 inch square, 14 gauge steel tubes, equally spaced, to the horizontal steel tube.

Weld the bottom of the three vertical steel tubes to a 1-1/4 inch steel plate and anchor the bottom of the tube frame to the roadside edge of the manhole to support tube frame loads of 6000 psf. If necessary demo and / or build up the roadside edge of the manhole using 4000 psi concrete (note that typical precast manholes have min compressive strength of 4000 psi). Weld (tie in) the top of the tube frame to the reinforcing steel of the concrete cover. Weld one piece of 3/8 inch thick angle iron ƒ??fasciaƒ?? to the top of the tube frame. Height of the angle iron shall be 3-3/8 inches or the height of the manhole c over, whichever is greater. Length of the angle iron shall match the length of the top square tube. Width of the angle iron shall be 6 inches minimum or smaller to accommodate location of the manhole cover as needed. Angle iron ƒ??fasciaƒ?? shall be flush with the face and the height of the adjacent curb and manhole cover. All welds shall be full strength fillet weld or similar with weld strength of 4000 psi or greater. Ensure the tube frame is securely fastened to the roadside edge of the manhole and the manhole cover. Exposed materials shall be weather resistant. The materials specified in this CLIN are commercially available; other materials may be substituted or an alternative commercial solution is acceptable provided the potential for repeated curb face failure from tire strike with axel load of approximately 6,000 psf is significantly diminished. Submit shop drawings of design or alternative solution for DPW approval. Minimize restriction of water flow into the manhole iin

: CLIN 0018; This CLIN shall be used in conjunction with CLINs14-17 when requested. Typical storm drains on Hawaii’s Armyinstallations have a gutter with curb throat. Wheel strikes oftencause the unsupported curb face to fail. For curb faces thatrepeatedly fail, fortify and support the curb edge of the manhole coverby installing one horizontal 3 inch square, 9 gauge steel tube that is2 inches longer on each side than the length of the storm drain. Weldthree vertical 1 inch square, 14 gauge steel tubes, equally spaced, tothe horizontal steel tube. Weld the bottom of the three vertical steeltubes to a 1-1/4 inch steel plate and anchor the bottom of the tubeframe to the roadside edge of the manhole to support tube frame loadsof 6000 psf. If necessary demo and / or build up the roadside edge ofthe manhole using 4000 psi concrete (note that typical precast manholeshave min compressive strength of 4000 psi). Weld (tie in) the top ofthe tube frame to the reinforcing steel of the concrete cover. Weldone piece of 3/8 inch thick angle iron “fascia” to the top of the tubeframe. Height of the angle iron shall be 3-3/8 inches or the height ofthe manhole cover, whichever is greater. Length of the angle ironshall match the length of the top square tube. Width of the angle ironshall be 6 inches minimum or smaller to accommodate location of themanhole cover as needed. Angle iron “fascia” shall be flush with theface and the height of the adjacent curb and manhole cover. All weldsshall be full strength fillet weld or similar with weld strength of4000 psi or greater. Ensure the tube frame is securely fastened to theroadside edge of the manhole and the manhole cover. Exposed materialsshall be weather resistant. The materials specified in this CLIN are commercially available; other materials may be substituted or analternative commercial solution is acceptable provided the potentialfor repeated curb face failure from tire strike with axel load ofapproximately 6,000 psf is significantly diminished. Submit shopdrawings of design or alternative solution for DPW approval. Minimizerestriction of water flow into the manhole in accordance with Section 01026 of the SOW/Specs (K Work)

CLIN 0019

: CLIN 0019; Add pigmentation to repaired concrete to meet historical requirements. Mix #5447 Miami Bluff pigment (or other per base historian) IAW Davis Colors Specifications, Los Angeles CA, 800-356-4848 or 323-269-7311, http://www.daviscolors.com/#concrete. Apply curing compound to the surface of the concrete as recommended by the manufacturer to minimize color variation due to different degrees of concrete curing. Includes disposal of all

: CLIN 0019; Add pigmentation to repaired concrete to meethistorical requirements. Mix #5447 Miami Bluff pigment (or other perbase historian) IAW Davis Colors Specifications, Los Angeles CA, 800-356-4848 or 323-269-7311, http://www.daviscolors.com/#concrete. Applycuring compound to the surface of the concrete as recommended by themanufacturer to minimize color variation due to different degrees ofconcrete curing. Includes disposal of all removed materials, clean-up,and all items necessary to complete the work in accordance with Section 01026 of the

CLIN 0020

: CLIN 0020; Contract Manpower Reporting (CMR), in accordance with Section 01026 of the SOW/Specs (K Work). Reporting is required for each task order issued, but the line item will be invoiced for and paid only once per contract period.

: CLIN 0020; Contract Manpower Reporting (CMR), in accordancewith paragraph 1.7 of Section 01026 of the SOW/Specs (K Work). Reporting is required for each task order issued, but the line item will be invoiced for and paid only once per contract period.

CLIN 0021

: CLIN 0021; Install 4" thick, concrete sidewalk or swale, width varies from 3'-0" to 8'-0" wide.

To include new concrete, finishing, #4 round dowels @ 24" (max.) and / or wire mesh, expansion joints and backfilling and topsoil / grassing to match existing surfaces. Also includes accordance with Section 01026 of the SOW/Specs (L Work)

: CLIN 0021; Install 4" thick, concrete sidewalk or swale, widthvaries from 3'-0" to 8'-0" wide.

To include new concrete, finishing,#4 round dowels @ 24" (max.) and / or wire mesh, expansion joints andbackfilling and topsoil / grassing to match existing surfaces. Alsoincludes disposal of all removed materials, clean-up, and all itemsnecessary to complete the work in accordance with Section 01026 of the SOW/Specs (L Work)

The pricing detail quantity has increased by 500.00 from 2,000.00 to 2,500.00.

CLIN 0022

: CLIN 0022; Install concrete steps, width varies from 3'-0" to 8'-0" wide. To include new concrete, finishing, #4 round dowels @ 24" (max.), expansion joints and backfilling and topsoil / grassing to match existing surfaces. Also includes disposal of all removed materials, clean-up, SOW/Specs (L Work)

: CLIN 0022; Install concrete steps, width varies from 3'-0" to8'-0" wide. To include new concrete, finishing, #4 round dowels @ 24"(max.), expansion joints and backfilling and topsoil / grassing tomatch existing surfaces. Also includes disposal of all removedmaterials, clean-up, and all items necessary to complete the work in accordance with Section 01026 of the SOW/Specs (L Work)

The pricing detail quantity has increased by 130.00 from 50.00 to 180.00.

CLIN 0023

: CLIN 0023; Remove and disposal of tree roots within 1'-0" of concrete sidewalk, steps, swale, curbs and gutters. To include replacement of sub-grade with approved fill materials, shaping and compacting to match existing surfaces. Also includes disposal of all removed materials, clean-up, and all items necessary to complete the work iin accordance with Section 01026 of the

: CLIN 0023; Remove and disposal of tree roots within 1'-0" ofconcrete sidewalk, steps, swale, curbs and gutters. To includereplacement of sub-grade with approved fill materials, shaping andcompacting to match existing surfaces. Also includes disposal of allremoved materials, clean-up, and all items necessary to complete thework in accordance with Section 01026 of the

The pricing detail quantity has increased by 150.00 from 100.00 to 250.00.

CLIN 0024

: CLIN 0024; Install Root Barrier. The root barrier shall be at least 19 inches in depth from finished grade. The root barrier substrate fabric shall be made of synthetic polyolefin with UV stabilizer. Chemical control shall be trifluralin herbicide embedded in polyethylene nodules for slow release that are attached to the substrate fabric on 1.5 inch centers. Includes disposal of all

Section 01026 of the SOW/Specs (L Work)

: CLIN 0024; IInstall Root Barrier. The root barrier shall be atleast 19 inches in depth from finished grade. The root barriersubstrate fabric shall be made of synthetic polyolefin with UVstabilizer. Chemical control shall be trifluralin herbicide embeddedin polyethylene nodules for slow release that are attached to thesubstrate fabric on 1.5 inch centers. Includes disposal of all removedmaterials, clean-up, and all items necessary to complete the work in accordance with Section 01026 of the SOW/Specs (L Work)

CLIN 0025

: CLIN 0025; Install concrete curbs only. To include base-course, re-compaction of existing base-course, or sub-base course, finishing, #4 round dowels @ 24" (max.), backfilling and topsoil placement / grassing to match existing adjacent surfaces. Also includes disposal of all

: CLIN 0025; Install concrete curbs only. To include basecourse,re-compaction of existing base-course, or sub-base course,finishing, #4 round dowels @ 24" (max.), backfilling and topsoilplacement / grassing to match existing adjacent surfaces. Alsoincludes disposal of all removed materials, clean-up, and all itemsnecessary to complete the work. in accordance with

The pricing detail quantity has increased by 80.00 from 20.00 to 100.00.

CLIN 0026

: CLIN 0026; Install concrete gutters only. To include base-course, re-compaction of existing base-course, or sub-base course, finishing, #4 round dowels @ 24" (max.), backfilling and topsoil placement/grassing to match existing adjacent surfaces. Also includes disposal of all

: CLIN 0026; Install concrete gutters only. To include basecourse,re-compaction of existing base-course, or sub-base course,finishing, #4 round dowels @ 24" (max.), backfilling and topsoilplacement/grassing to match existing adjacent surfaces. Also includesdisposal of all removed materials, clean-up, and all items necessary tocomplete the work in accordance with Section 01026 of the SOW/Specs (L Work)

CLIN 0027

: CLIN 0027; Install concrete curbs and gutters. To include base-course, and or re-compaction of existing base-course, or sub-base course finishing, #4 round dowels @ 24" (max.), backfilling and topsoil placement / grassing to match existing adjacent surfaces. Also includes disposal of

: CLIN 0027; Install concrete curbs and gutters. To includebase-course, and or re-compaction of existing base-course, or sub-basecourse finishing, #4 round dowels @ 24" (max.), backfilling and topsoilplacement / grassing to match existing adjacent surfaces. Alsoincludes disposal of all removed materials, clean-up, and all itemsnecessary to complete the work in accordance with

CLIN 0028

: CLIN 0028; Repair asphaltic concrete pavement damaged in conjunction with sidewalk, curb and/or shoulder work. To include re-compaction of existing base-course, prime/tack coating and resurfacing with 2" thick asphaltic concrete to match existing adjacent surfaces. Also includes

: CLIN 0028; Repair asphaltic concrete pavement damaged inconjunction with sidewalk, curb and/or shoulder work. To include recompactionof existing base-course, prime/tack coating and resurfacingwith 2" thick asphaltic concrete to match existing adjacent surfaces.Also includes disposal of all removed materials, clean-up, and allitems necessary to complete the work in accordance with Section 01026 of the SOW/Specs (L Work)

CLIN 0029

: CLIN 0029; Remove and dispose of existing concrete sidewalk and construct wheelchair ramp.

To include repair of asphaltic concrete pavement, sub-grade, base-course, grooved tactile warning signal, score and warp lines, finishing, #4 round dowels @ 24" (max.) and / or wire mesh, backfilling and topsoil placement / grassing to match existing adjacent surfaces. Also work in accordance with Section 01026 of the SOW/Specs (L Work)

: CLIN 0029; Remove and dispose of existing concrete sidewalkand construct wheelchair ramp.

To include repair of asphaltic concretepavement, sub-grade, base-course, grooved tactile warning signal, scoreand warp lines, finishing, #4 round dowels @ 24" (max.) and / or wiremesh, backfilling and topsoil placement / grassing to match existingadjacent surfaces. Also includes disposal of all removed materials,clean-up, and all items necessary to complete the work in

CLIN 0030

: CLIN 0030; Install wheelchair ramps. To include base-course, sub-base repair, finishing, #4 round dowels @ 24" (max.) and / or wire mesh, backfilling and topsoil placement / grassing to match existing adjacent surfaces. Also includes disposal of all removed materials, clean-up, and

(L Work)

: CLIN 0030; Install wheelchair ramps. To include base-course,sub-base repair, finishing, #4 round dowels @ 24" (max.) and / or wiremesh, backfilling and topsoil placement / grassing to match existingadjacent surfaces. Also includes disposal of all removed materials,clean-up, and all items necessary to complete the work in accordance with Section 01026 of the SOW/Specs

CLIN 0031

: CLIN 0031; Install metal handrail on steps and ramps as required IAW ADA handrail requirements to match existing in style and color where possible. Includes disposal of all

: CLIN 0031;Install medal handrail on steps and ramps asrequired IAW ADA handrail requirements to match existing in style andcolor where possible. Includes disposal of all removed materials,clean-up, and all items necessary to complete the work in accordance with Section 01026 of the SOW/Specs (L Work)

CLIN 0032

i: CLIN 0032; Adjust existing valve or utility box and covers to match adjacent finish sidewalk.

i: CLIN 0032; Adjust existing valve or utility box and covers tomatch adjacent finish sidewalk.

Includes disposal of all removedmaterials, clean-up, and all items necessary to complete the work in accordance with Section 01026 of the SOW/Specs (L Work)

The pricing detail quantity has increased by 2.00 from 1.00 to 3.00.

CLIN 0033

: CLIN 0033; Adjust existing manhole frames and covers to match adjacent finish sidewalk.

: CLIN 0033; Adjust existing manhole frames and covers to matchadjacent finish sidewalk.

Includes disposal of all removed materials,clean-up, and all items necessary to complete the work in accordance with Section 01026 of the SOW/Specs (L Work)

CLIN 0034

: CLIN 0034; Add pigmentation to concrete in newly installed sidewalks to meet historical requirements. Use #5447 Miami Bluff pigment (or other per base historian) IAW Davis Colors Specifications, Los Angeles CA, 800-356-4848 or 323-269-7311, http://www.daviscolors.com/#concrete. Apply curing compound to the surface of the concrete as recommended by the manufacturer to minimize color variation due to different degrees of concrete curing. Includes disposal of all removed materials, clean-up, and all items necessary to complete the work in accordance with Section 01026 of the SOW/Specs (L Work)

: CLIN 0034; Add pigmentation to concrete in newly installedsidewalks to meet historical requirements. Use #5447 Miami Bluffpigment (or other per base historian) IAW Davis Colors Specifications,Los Angeles CA, 800-356-4848 or 323-269- 7311,http://www.daviscolors.com/#concrete. Apply curing compound to thesurface of the concrete as recommended by the manufacturer to minimizecolor variation due to different degrees of concrete curing. Includesdisposal of all removed materials, clean-up, and all items necessary tocomplete the work in accordance with Section 01026 of the SOW/Specs (L Work)

CLIN 0035

: CLIN 0035; Contract Manpower Reporting (CMR), in accordance with Section 01026 of the SOW/Specs (L Work). Reporting is required for each task order issued, but the line item will be

: CLIN 0035; Contract Manpower Reporting (CMR), in accordancewith paragraph 1.7 of Section 01026 of the SOW/Specs (L Work). Reporting is required for each task order issued, but the line

CLIN 1001

: CLIN 1001: Remove and dispose of existing damaged concrete sidewalk and construct wheelchair ramp. To include repair of asphaltic concrete pavement, sub-grade, base-course, grooved tactile warning signal, score and warp lines, finishing, #4 round dowels @ 24" (max.)

and / or wire mesh, backfilling and topsoil placement / grassing to match existing adjacent

CLIN 1001; Remove and replace 4" thick, concrete sidewalk orswale, width varies from 3'-0" to 8'-0" wide, to match existingconcrete sidewalk or swale. To include new concrete, finishing, #4round dowels @ 24" (max.) and / or wire mesh, expansion joints, backfilling and topsoil / grassing to match existing surfaces. Alsoincludes disposal of all removed materials, clean-up, and all itemsnecessary to complete the work in accordance with Section 01026 of the SOW/Specs (K Work)

The pricing detail quantity has increased by 3,999.00 from 1.00 to 4,000.00.

CLIN 1002

: CLIN 1002; Remove and replace concrete steps, width varies from 3'-0" to 8'-0" wide, to match existing concrete steps. To include new concrete, finishing, #4 round dowels @ 24" (max.), expansion joints, backfilling and topsoil / grassing to match existing surfaces. Also includes

: CLIN 1002; Remove and replace concrete steps, width varies from3'-0" to 8'-0" wide, to match existing concrete steps. To include newconcrete, finishing, #4 round dowels @ 24" (max.), expansion joints,backfilling and topsoil / grassing to match existing surfaces. Alsoincludes disposal of all removed materials, clean-up, and all itemsnecessary to complete the work in accordance with Section 01026 of the SOW/Specs (K Work)

CLIN 1003

: CLIN 1003; Remove and disposal of tree roots within 1'-0" of concrete sidewalk, steps, swale, curbs and gutters. To include replacement of sub-grade with approved fill materials, root barriers, shaping and compacting to match existing surfaces. Also includes disposal of all

: CLIN 1003;Remove and disposal of tree roots within 1'-0" ofconcrete sidewalk, steps, swale, curbs and gutters. To includereplacement of sub-grade with approved fill materials, root barriers,shaping and compacting to match existing surfaces. Also includesdisposal of all removed materials, clean-up, and all items necessary tocomplete the work. in accordance with

CLIN 1004

: CLIN 1004; Install Root Barrier. The root barrier shall be at least 19 inches in depth from finished grade. The root barrier substrate fabric shall be made of synthetic polyolefin with UV stabilizer. Chemical control shall be trifluralin herbicide embedded in polyethylene nodules for slow release that are attached to the substrate fabric on 1.5 inch centers. Includes disposal of all

: CLIN 1004; Install Root Barrier. The root barrier shall be atleast 19 inches in depth from finished grade. The root barriersubstrate fabric shall be made of synthetic polyolefin with UVstabilizer. Chemical control shall be trifluralin herbicide embeddedin polyethylene nodules for slow release that are attached to thesubstrate fabric on 1.5 inch centers. Includes disposal of all removedmaterials, clean-up, and all items necessary to complete the work in accordance with Section 01026 of the SOW/Specs (K Work).

CLIN 1005

: CLIN 1005; Replace concrete curbs with new to match existing concrete curbs. To include base-course, re-compaction of existing base-course, or sub-base course, finishing, #4 round dowels @ 24" (max.), backfilling and topsoil placement / grassing to match existing adjacent

: CLIN 1005; Replace concrete curbs with new to match existingconcrete curbs. To include base-course, re-compaction of existingbase-course, or sub-base course, finishing, #4 round dowels @ 24"(max.), backfilling and topsoil placement / grassing to match existingadjacent surfaces. Also includes disposal of all removed materials,clean-up, and all items necessary to complete the work in accordance with Section 01026 of the SOW/Specs (K Work).

CLIN 1006

: CLIN 1006; Replace concrete gutters only with new to match existing concrete gutters. To include base-course, re-compaction of existing base-course, or sub-base course, finishing, #4 round dowels @ 24" (max.), backfilling and topsoil placement/grassing to match existing necessary to complete the work in accordance with Section 01026 of the SOW/Specs (K Work)

: CLIN 1006; Replace concrete gutters only with new to matchexisting concrete gutters. To include base-course, re-compaction ofexisting base-course, or sub-base course, finishing, #4 round dowels @24" (max.), backfilling and topsoil placement/grassing to matchexisting adjacent surfaces. Also includes disposal of all removedmaterials, clean-up, and all items necessary to complete the work in accordance with Section 01026 of the SOW/Specs (K Work).

CLIN 1007

: CLIN 1007; Replace concrete curbs and gutters with new to match existing concrete curbs and gutters. To include base-course, and or re-compaction of existing base-course, or sub-base course finishing, #4 round dowels @ 24" (max.), backfilling and topsoil placement / grassing to match existing adjacent surfaces. Also includes disposal of all removed materials, clean-up, and

(K Work)

: CLIN 1007; Replace concrete curbs and gutters with new to matchexisting concrete curbs and gutters. To include base-course, and orre-compaction of existing base-course, or sub-base course finishing, #4round dowels @ 24" (max.), backfilling and topsoil placement / grassingto match existing adjacent surfaces. Also includes disposal of allremoved materials, clean-up, and all items necessary to complete thework in accordance with Section 01026 of the SOW/Specs (K

Work).

CLIN 1008

: CLIN 1008; Repair asphaltic concrete pavement damaged in conjunction with concrete curb and cutter repair work. To include re-compaction of existing base-course, prime/tack coating and resurfacing with 2" thick asphaltic concrete to match existing adjacent surfaces. Also

: CLIN 1008; Repair asphaltic concrete pavement damaged inconjunction with concrete curb and cutter repair work. To include recompactionof existing base-course, prime/tack coating and resurfacingwith 2" thick asphaltic concrete to match existing adjacent surfaces.Also includes disposal of all removed materials, clean-up, and allitems necessary to complete the work in accordance with Section 01026 of the SOW/Specs (K Work).

CLIN 1009

: CLIN 1009; Remove and dispose of existing damaged concrete sidewalk and construct wheelchair ramp. To include repair of asphaltic concrete pavement, sub-grade, base-course, grooved tactile warning signal, score and warp lines, finishing, #4 round dowels @ 24" (max.)

and / or wire mesh, backfilling and topsoil placement / grassing to match existing adjacent

: CLIN 1009; Remove and dispose of existing damaged concretesidewalk and construct wheelchair ramp. To include repair of asphalticconcrete pavement, sub-grade, base-course, grooved tactile warningsignal, score and warp lines, finishing, #4 round dowels @ 24" (max.)and / or wire mesh, backfilling and topsoil placement / grassing tomatch existing adjacent surfaces.

Also includes disposal of allremoved materials, clean-up, and all items necessary to complete

CLIN 1010

: CLIN 1010; Remove and replace existing wheelchair ramp. To include base-course, sub-base repair, finishing, #4 round dowels @ 24"(max.), backfilling and topsoil placement / grassing to match existing adjacent surfaces. Also includes disposal of all removed materials, clean-up, and

: CLIN 1010; Remove and replace existing wheelchair ramp.To include base-course, sub-base repair, finishing, #4 round dowels @24"(max.), backfilling and topsoil placement / grassing to matchexisting adjacent surfaces. Also includes disposal of all removedmaterials, clean-up, and all items necessary to complete the work in accordance with Section 01026 of the SOW/Specs (K Work).

The pricing detail quantity has increased by 14.00 from 1.00 to 15.00.

CLIN 1011

: CLIN 1011; When repairing steps and ramps, install metal handrail as required IAW ADA handrail requirements to match existing in style and color where possible. Includes disposal of

: CLIN 1011; When repairing steps and ramps, install medalhandrail as required IAW ADA handrail requirements to match existing instyle and color where possible. Includes disposal of all removedmaterials, clean-up, and all items necessary to complete the work in accordance with Section 01026 of the SOW/Specs (K Work).

CLIN 1012

: CLIN 1012; Adjust existing valve or utility box and covers to match adjacent finish sidewalk.

: CLIN 1012; Adjust existing valve or utility box and covers tomatch adjacent finish sidewalk.

Includes disposal of all removedmaterials, clean-up, and all items necessary to complete the work in accordance with Section 01026 of the SOW/Specs (K Work)

CLIN 1013

: CLIN 1013; Adjust existing manhole frames and covers to match adjacent finish sidewalk.

: CLIN 1013; Adjust existing manhole frames and covers to matchadjacent finish sidewalk.

Includes disposal of all removed materials,clean-up, and all items necessary to complete the work in accordance with Section 01026 of the SOW/Specs (K Work)

CLIN 1014

: CLIN 1014; Repair damaged (less than 30% damaged) curb inlet manhole, small (less than 25 SF total). Demolish damaged area and clean bottom of drop intake. Reinforce damaged area using #4 rebar IAW Standard Details for Public Works Construction, Department of Public Works, City and County of Honolulu, Sep 1984. Use 3500 psi concrete to repair manhole surface and curb. Reuse manhole cover. Backfill and place topsoil / grassing to match existing

: CLIN 1014; Repair damaged (less than 30% damaged) curb inletmanhole, small (less than 25 SF total). Demolish damaged area andclean bottom of drop intake. Reinforce damaged area using #4 rebar IAWStandard Details for Public Works Construction, Department of PublicWorks, City and County of Honolulu, Sep 1984. Use 3500 psi concrete torepair manhole surface and curb. Reuse manhole cover. Backfill andplace topsoil / grassing to match existing surfaces. Includes disposalof all removed materials, clean-up, and all items necessary to completethe work in accordance with Section 01026 of the SOW/Specs (K Work).

CLIN 1015

: CLIN 1015; Repair damaged (greater than 30% damaged) curb inlet manhole, small (less than 25 SF total). Demolish top of manhole and clean bottom of drop intake. Reinforce manhole surface using #4 rebar IAW Standard Details for Public Works Construction, Department of Public Works, City and County of Honolulu, Sep 1984. Use 3500 psi concrete for manhole surface and curb. Reuse manhole cover. Backfill and place topsoil / grassing to match existing

: CLIN 1015; Repair damaged (greater than 30% damaged) curb inletmanhole, small (less than 25 SF total). Demolish top of manhole andclean bottom of drop intake. Reinforce manhole surface using #4 rebar IAW Standard Details for Public Works Construction, Department ofPublic Works, City and County of Honolulu, Sep 1984. Use 3500 psiconcrete for manhole surface and curb. Reuse manhole cover. Backfilland place topsoil / grassing to match existing surfaces. Includesdisposal of all removed materials, clean-up, and all items necessary tocomplete the work in accordance with Section 01026 of the SOW/Specs (K Work)

CLIN 1016

: CLIN 1016; Repair damaged (less than 30% damaged) curb inlet manhole, large (25 SF total or greater). Demolish damaged area and clean bottom of drop intake. Reinforce damaged area using #4 rebar IAW Standard Details for Public Works Construction, Department of Public Works, City and County of Honolulu, Sep 1984. Use 3500 psi concrete for manhole surface and curb. Reuse manhole cover. Backfill and place topsoil / grassing to match existing surfaces.

: CLIN 1016; Repair damaged (less than 30% damaged) curb inletmanhole, large (25 SF total or greater). Demolish damaged area andclean bottom of drop intake. Reinforce damaged area using #4 rebar IAWStandard Details for Public Works Construction, Department of PublicWorks, City and County of Honolulu, Sep 1984. Use 3500 psi concretefor manhole surface and curb. Reuse manhole cover. Backfill and placetopsoil / grassing to match existing surfaces. Includes disposal ofall removed materials, clean-up, and all items necessary to completethe work in accordance with Section 01026 of the SOW/Specs (K Work)

CLIN 1017

: CLIN 1017; Repair damaged (greater than 30% damaged) curb inlet manhole, large (25 SF total or greater). Demolish top of manhole and clean bottom of drop intake. Reinforce manhole surface using #4 rebar IAW Standard Details for Public Works Construction, Department of Public Works, City and County of Honolulu, Sep 1984. Use 3500 psi concrete for manhole surface and curb. Reuse manhole cover. Backfill and place topsoil / grassing to match existing

: CLIN 1017; Repair damaged (greater than 30% damaged) curb inletmanhole, large (25 SF total or greater). Demolish top of manhole andclean bottom of drop intake. Reinforce manhole surface using #4 rebarIAW Standard Details for Public Works Construction, Department ofPublic Works, City and County of Honolulu, Sep 1984. Use 3500 psiconcrete for manhole surface and curb. Reuse manhole cover. Backfilland place topsoil / grassing to match existing surfaces.

Includesdisposal of all removed materials, clean-up, and all items necessary tocomplete the work in accordance with Section 01026 of the SOW/Specs (K Work).

CLIN 1018

: CLIN 1018; This CLIN shall be used in conjunction with CLINs 14-17 when requested.

Typical storm drains on Hawaiiƒ??s Army installations have a gutter with curb throat. Wheel strikes often cause the unsupported curb face to fail. For curb faces that repeatedly fail, fortify and support the curb edge of the manhole cover by installing one horizontal 3 inch square, 9 gauge steel tube that is 2 inches longer on each side than the length of the storm drain. Weld three vertical 1 inch square, 14 gauge steel tubes, equally spaced, to the horizontal steel tube.

Weld the bottom of the three vertical steel tubes to a 1-1/4 inch steel plate and anchor the bottom of the tube frame to the roadside edge of the manhole to support tube frame loads of 6000 psf. If necessary demo and / or build up the roadside edge of the manhole using 4000 psi concrete (note that typical precast manholes have min compressive strength of 4000 psi). Weld (tie in) the top of the tube frame to the reinforcing steel of the concrete cover. Weld one piece of 3/8 inch thick angle iron ƒ??fasciaƒ?? to the top of the tube frame. Height of the angle iron shall be 3-3/8 inches or the height of the manhole c over, whichever is greater. Length of the angle iron shall match the length of the top square tube. Width of the angle iron shall be 6 inches minimum or smaller to accommodate location of the manhole cover as needed. Angle iron ƒ??fasciaƒ?? shall be flush with the face and the height of the adjacent curb and manhole cover.