17-B-0002__0002__Conform_Copy.pdf

W912CN-17-B-0002

W912CN-17-B-0002-0002

0010965078

PROJECT TITLE: Open-End Installing New and Repairing Sidew alks at various Army Installations, Island of Oahu, Haw aii

MAGNITUDE OF CONSTRUCTION: Betw een $1,000,000 and $5,000,000.

NAICS: 238990

SMALL BUSINESS SIZE STANDARDS: $15.0 MIL

X

GERI M AMBROSIO 808.656.0996

NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid" and "bidder".

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS

NEGOTIATED

10-Feb-2017

(RFP)

(IFB)

CALL:

B. TELEPHONE NO. (Include area code) (NO COLLECT CALLS)

See Item 7

2. TYPE OF SOLICITATION

SEALED BID

3. DATE ISSUED

9. FOR INFORMATION A. NAME

SOLICITATION

X

NSN 7540-01-155-3212 1442-101 STANDARD FORM 1442 (REV. 4-85)

Prescribed by GSA

FAR (48 CFR) 53.236-1(e)

11. The Contractor shall begin performance w ithin _______30 calendar days and complete it w ithin ________ calendar days after receiving aw ard, notice to proceed. This performance period is X mandatory, negotiable. (See _________________________52.236-5006

12 A. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?

(If "YES," indicate within how many calendar days after award in Item 12B.)

X YES NO

13. ADDITIONAL SOLICITATION REQUIREMENTS:

A. Sealed offers in original and __________1 copies to perform the w ork required are due at the place specified in Item 8 by ___________ local time ______________13 Mar 2017 (date). If this is a sealed bid solicitation, offers must be publicly opened at that time.

shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.

B. An offer guarantee X is, is not required.

C. All offers are subject to the (1) w ork requirements, and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.

D. Offers providing less than _______90 calendar days for Government acceptance after the date offers are due w ill not be considered and w ill be rejected.

SOLICITATION, OFFER,

AND AWARD

(Construction, Alteration, or Repair)

1. SOLICITATION NO.

IMPORTANT - The "offer" section on the reverse must be fully completed by offeror.

4. CONTRACT NO.

7. ISSUED BY CODE

EXPEDITIONARY CONTRACTING COMMAND

413TH CSB, RCO-HAWAII,

742 SANTOS DUMONT AVENUE

BLDG 108, 3RD FLOOR (WAAF)

SCHOFIELD BARRACKS HI 96857-5026

W912CN

PAGE OF PAGES

1 OF

CODE

(Title, identifying no., date):

12B. CALENDAR DAYS

10:00 AM (hour)

Sealed envelopes containing offers

5. REQUISITION/PURCHASE REQUEST NO. 6. PROJECT NO.

8. ADDRESS OFFER TO (If Other Than Item 7)

FAX:TEL: TEL: FAX:

20B. SIGNATURE

(REV. 4-85)STANDARD FORM 1442 BACK

TO SIGN

NSN 7540-01-155-3212

SOLICITATION, OFFER, AND AWARD (Continued) (Construction, Alteration, or Repair)

CODE FACILITY CODE

17. The offeror agrees to perform the w ork required at the prices specif ied below in strict accordance w ith the terms of this solicitation, if this offer is accepted by the Government in w riting w ithin ________ calendar days after the date offers are due.

the minimum requirements stated in Item 13D. Failure to insert any number means the offeror accepts the minimum in Item 13D.)

AMOUNTS SEE SCHEDULE OF PRICES

18. The offeror agrees to furnish any required performance and payment bonds.

19. ACKNOWLEDGMENT OF AMENDMENTS

(The offeror acknowledges receipt of amendments to the solicitation -- give number and date of each)

AMENDMENT NO.

DATE

20A. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN

OFFER (Type or print)

AWARD (To be completed by Government)

21. ITEMS ACCEPTED:

22. AMOUNT 23. ACCOUNTING AND APPROPRIATION DATA

24. SUBMIT INVOICES TO ADDRESS SHOWN IN ITEM

(4 copies unless otherwise specified)

CODE

(Insert any number equal to or greater than

20C. OFFER DATE

25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

10 U.S.C. 2304(c) 41 U.S.C. 253(c)

CODE27. PAYMENT WILL BE MADE BY:26. ADMINISTERED BY

(Include ZIP Code)14. NAME AND ADDRESS OF OFFEROR 15. TELEPHONE NO. (Include area code)

See Item 14

(Include only if different than Item 14)16. REMITTANCE ADDRESS

30B. SIGNATURE

29. AWARD (Contractor is not required to sign this document.)

document and return _______ copies to issuing office.) Contractor agrees Your of f er on this solicitation, is hereby accepted as to the items listed. This award con-to f urnish and deliv er all items or perf orm all work, requisitions identif ied summates the contract, which consists of (a) the Gov ernment solicitation and on this f orm and any continuation sheets f or the consideration stated in this y our of f er, and (b) this contract award. No f urther contractual document is contract. The rights and obligations of the parties to this contract shall be necessary .

gov erned by (a) this contract award, (b) the solicitation, and (c) the clauses, representations, certif ications, and specif ications or incorporated by ref er-ence in or attached to this contract.

30A. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED 31A. NAME OF CONTRACTING OFFICER (Type or print)

30C. DATE

(Type or print)

TEL: EMAIL:

31B. UNITED STATES OF AMERICA 31C. AWARD DATE

BY

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

(Contractor is required to sign this28. NEGOTIATED AGREEMENT

(M ust be fully completed by offeror)OFFER

Section 00 10 00 - Solicitation

ITEM NO SUPPLIES/SERVICES ESTIMATED

QUANTITY

UNIT UNIT PRICE ESTIMATED AMOUNT

0001 4,000 Square Foot

0001 Z2AA - REPAIR OR ALTERATION OF

FFP

: 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. (K Work) FOB: Destination

PURCHASE REQUEST NUMBER: 0010965078

ESTIMATED

NET AMT

UNIT UNIT PRICE ESTIMATED AMOUNT

0002 300 Square

0002 Z2AA - REPAIR OR ALTERATION OF

: 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. (K Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

0003 500 Square

0003 Z2AA - REPAIR OR ALTERATION OF

: 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. (K Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

0004 1,000 Linear

0004 Z2AA - REPAIR OR ALTERATION OF

: 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 removed materials, clean-up, and all items necessary to complete the work. (K Work)

QUANTITY

UNIT UNIT PRICE ESTIMATED AMOUNT

0005 400 Linear

0005 Z2AA - REPAIR OR ALTERATION OF

: 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. (K Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

0006 200 Linear

0006 Z2AA - REPAIR OR ALTERATION OF

: 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. (K Work)

QUANTITY

UNIT UNIT PRICE ESTIMATED AMOUNT

0007 200 Linear

0007 Z2AA - REPAIR OR ALTERATION OF

: 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. (K Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

0008 400 Square

0008 Z2AA - REPAIR OR ALTERATION OF

: 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. (K Work)

QUANTITY

UNIT UNIT PRICE ESTIMATED AMOUNT

0009 5 Each

0009 Z2AA - REPAIR OR ALTERATION OF

FFP

: 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 surfaces. Also includes disposal of all removed materials, clean-up, and all items necessary to complete the work. (K Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

0010 5 Each

0010 Z2AA - REPAIR OR ALTERATION OF

FFP

: 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 all items necessary to complete the work. (K Work)

QUANTITY

UNIT UNIT PRICE ESTIMATED AMOUNT

0011 200 Linear

0011 Z2AA - REPAIR OR ALTERATION OF

: CLIN 0011; When repairing steps and ramps, install medal 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. (K Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

0012 5 Each

0012 Z2AA - REPAIR OR ALTERATION OF

FFP

: 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. (K Work)

QUANTITY

UNIT UNIT PRICE ESTIMATED AMOUNT

0013 5 Each

0013 Z2AA - REPAIR OR ALTERATION OF

FFP

: CLIN 0013; Adjust existing manhole frames and covers to match adjacent finish sidewalk. Includes disposal of all removed materials, clean-up, and all items necessary to complete the work. (K Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

0014 5 Each

0014 Z2AA - REPAIR OR ALTERATION OF

FFP

: 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 complete the work. (K Work)

QUANTITY

UNIT UNIT PRICE ESTIMATED AMOUNT

0015 5 Each

0015 Z2AA - REPAIR OR ALTERATION OF

FFP

: 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 surfaces. Includes disposal of all removed materials, clean-up, and all items necessary to complete the work. (K Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

0016 5 Each

0016 Z2AA - REPAIR OR ALTERATION OF

FFP

: 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. Includes disposal of all removed materials, clean-up, and all items necessary to complete the work.

(K Work)

QUANTITY

UNIT UNIT PRICE ESTIMATED AMOUNT

0017 5 Each

0017 Z2AA - REPAIR OR ALTERATION OF

FFP

: 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 surfaces. Includes disposal of all removed materials, clean-up, and all items necessary to complete the work. (K Work)

QUANTITY

UNIT UNIT PRICE ESTIMATED AMOUNT

0018 10 Each

0018 Z2AA - REPAIR OR ALTERATION OF

FFP

: CLIN 0018; This CLIN shall be used in conjunction with CLINs 14-17 when requested. Typical storm drains on Hawaii#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 #fascia# 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 #fascia# 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. (K Work)

QUANTITY

UNIT UNIT PRICE ESTIMATED AMOUNT

0019 50 Cubic Yard

0019 Z2AA - REPAIR OR ALTERATION OF

: 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 removed materials, clean-up, and all items necessary to complete the work. (K Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

0020 1 Each

0020 Z2AA - REPAIR OR ALTERATION OF

FFP

: CLIN 0020; Contract Manpower Reporting (CMR), in accordance with paragraph

1.6 of Section 01026. (K Work)

QUANTITY

UNIT UNIT PRICE ESTIMATED AMOUNT

0021 2,500 Square

0021 Z2AA - REPAIR OR ALTERATION OF

: 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 disposal of all removed materials, clean-up, and all items necessary to complete the work. (L Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

0022 180 Square

0022 Z2AA - REPAIR OR ALTERATION OF

: 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, and all items necessary to complete the work. (L Work)

QUANTITY

UNIT UNIT PRICE ESTIMATED AMOUNT

0023 250 Square

0023 Z2AA - REPAIR OR ALTERATION OF

: 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. (L Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

0024 500 Linear

0024 Z2AA - REPAIR OR ALTERATION OF

: 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 removed materials, clean-up, and all items necessary to complete the work. (L Work)

QUANTITY

UNIT UNIT PRICE ESTIMATED AMOUNT

0025 100 Linear

0025 Z2AA - REPAIR OR ALTERATION OF

: 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 removed materials, clean-up, and all items necessary to complete the work. (L Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

0026 100 Linear

0026 Z2AA - REPAIR OR ALTERATION OF

: 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 removed materials, clean-up, and all items necessary to complete the work. (L Work)

QUANTITY

UNIT UNIT PRICE ESTIMATED AMOUNT

0027 100 Linear

0027 Z2AA - REPAIR OR ALTERATION OF

: 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 all removed materials, clean-up, and all items necessary to complete the work. (L Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

0028 200 Square

0028 Z2AA - REPAIR OR ALTERATION OF

: 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 con-crete to match existing adjacent surfaces. Also includes disposal of all removed materials, clean-up, and all items necessary to complete the work. (L Work)

QUANTITY

UNIT UNIT PRICE ESTIMATED AMOUNT

0029 3 Each

0029 Z2AA - REPAIR OR ALTERATION OF

FFP

: 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 includes disposal of all removed materials, clean-up, and all items necessary to complete the work. (L Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

0030 3 Each

0030 Z2AA - REPAIR OR ALTERATION OF

FFP

: 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 all items necessary to complete the work. (L Work)

QUANTITY

UNIT UNIT PRICE ESTIMATED AMOUNT

0031 100 Linear

0031 Z2AA - REPAIR OR ALTERATION OF

: CLIN 0031; Install medal handrail on steps and ramps 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. (L Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

0032 3 Each

0032 Z2AA - REPAIR OR ALTERATION OF

FFP

: CLIN 0032; 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. (L Work)

QUANTITY

UNIT UNIT PRICE ESTIMATED AMOUNT

0033 3 Each

0033 Z2AA - REPAIR OR ALTERATION OF

FFP

: CLIN 0033; Adjust existing manhole frames and covers to match adjacent finish sidewalk. Includes disposal of all removed materials, clean-up, and all items necessary to complete the work. (L Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

0034 30 Cubic

0034 Z2AA - REPAIR OR ALTERATION OF

: 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. (L Work)

QUANTITY

UNIT UNIT PRICE ESTIMATED AMOUNT

0035 1 Each

0035 Z2AA - REPAIR OR ALTERATION OF

FFP

: CLIN 0035; Contract Manpower Reporting (CMR), in accordance with paragraph

1.6 of Section 01026. (L Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

1001 4,000 Square

1001 Z2AA - REPAIR OR ALTERATION OF

: CLIN 1001; 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. (K Work)

QUANTITY

UNIT UNIT PRICE ESTIMATED AMOUNT

1002 300 Square

1002 Z2AA - REPAIR OR ALTERATION OF

: 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 disposal of all removed materials, clean-up, and all items necessary to complete the work. (K Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

1003 500 Square

1003 Z2AA - REPAIR OR ALTERATION OF

: 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 removed materials, clean-up, and all items necessary to complete the work.(K Work)

QUANTITY

UNIT UNIT PRICE ESTIMATED AMOUNT

1004 1,000 Linear

1004 Z2AA - REPAIR OR ALTERATION OF

: 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 removed materials, clean-up, and all items necessary to complete the work. (K Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

1005 400 Linear

1005 Z2AA - REPAIR OR ALTERATION OF

: 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 surfaces. Also includes disposal of all removed materials, clean-up, and all items necessary to complete the work. (K Work)

QUANTITY

UNIT UNIT PRICE ESTIMATED AMOUNT

1006 200 Linear

1006 Z2AA - REPAIR OR ALTERATION OF

: 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 adjacent surfaces. Also includes disposal of all removed materials, clean-up, and all items necessary to complete the work. (K Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

1007 200 Linear

1007 Z2AA - REPAIR OR ALTERATION OF

: 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 all items necessary to complete the work. (K Work)

QUANTITY

UNIT UNIT PRICE ESTIMATED AMOUNT

1008 400 Square

1008 Z2AA - REPAIR OR ALTERATION OF

: 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 includes disposal of all removed materials, clean-up, and all items necessary to complete the work. (K Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

1009 5 Each

1009 Z2AA - REPAIR OR ALTERATION OF

FFP

: 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 surfaces. Also includes disposal of all removed materials, clean-up, and all items necessary to complete the work. (K Work)

QUANTITY

UNIT UNIT PRICE ESTIMATED AMOUNT

1010 5 Each

1010 Z2AA - REPAIR OR ALTERATION OF

FFP

: 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 all items necessary to complete the work. (K Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

1011 200 Linear

1011 Z2AA - REPAIR OR ALTERATION OF

: CLIN 1011; When repairing steps and ramps, install medal 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. (K Work)

QUANTITY

UNIT UNIT PRICE ESTIMATED AMOUNT

1012 5 Each

1012 Z2AA - REPAIR OR ALTERATION OF

FFP

: CLIN 1012; 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.. (K Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

1013 5 Each

1013 Z2AA - REPAIR OR ALTERATION OF

FFP

: CLIN 1013; Adjust existing manhole frames and covers to match adjacent finish sidewalk. Includes disposal of all removed materials, clean-up, and all items necessary to complete the work. (K Work)

QUANTITY

UNIT UNIT PRICE ESTIMATED AMOUNT

1014 5 Each

1014 Z2AA - REPAIR OR ALTERATION OF

FFP

: 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 surfaces. Includes disposal of all removed materials, clean-up, and all items necessary to complete the work. (K Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

1015 5 Each

1015 Z2AA - REPAIR OR ALTERATION OF

FFP

: CLIN 1015; Repair damaged (greater than 25% damaged) curb inlet manhole, small (less than 30 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 surfaces. Includes disposal of all removed materials, clean-up, and all items necessary to complete the work. (K Work)

QUANTITY

UNIT UNIT PRICE ESTIMATED AMOUNT

1016 5 Each

1016 Z2AA - REPAIR OR ALTERATION OF

FFP

: CLIN 1016; Repair damaged (less than 25% damaged) curb inlet manhole, large (30 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. Includes disposal of all removed materials, clean-up, and all items necessary to complete the work.

(K Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

1017 5 Each

1017 Z2AA - REPAIR OR ALTERATION OF

FFP

: CLIN 1017; Repair damaged (greater than 25% damaged) curb inlet manhole, large (30 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 surfaces. Includes disposal of all removed materials, clean-up, and all items necessary to complete the work. (K Work)

QUANTITY

UNIT UNIT PRICE ESTIMATED AMOUNT

1018 10 Each

1018 Z2AA - REPAIR OR ALTERATION OF

FFP

: CLIN 1018; This CLIN shall be used in conjunction with CLINs 14-17 when requested. Typical storm drains on Hawaii’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 “fascia” to the top of the tube frame. Height of the angle iron shall be 3-3/8 inches or the height of the manhole cover, 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 “fascia” 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. (K Work)

QUANTITY

UNIT UNIT PRICE ESTIMATED AMOUNT

1019 50 Cubic

1019 Z2AA - REPAIR OR ALTERATION OF

: CLIN 1019; Add pigmentation to repaired concrete 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. (K Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

1020 1 Each

1020 Z2AA - REPAIR OR ALTERATION OF

FFP

: CLIN 1020; Contract Manpower Reporting (CMR), in accordance with paragraph

1.6 of Section 01026. (K Work)

QUANTITY

UNIT UNIT PRICE ESTIMATED AMOUNT

1021 2,500 Square

1021 Z2AA - REPAIR OR ALTERATION OF

: CLIN 1021; 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 disposal of all re-moved materials, clean-up, and all items necessary to complete the work. (L Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

1022 180 Square

1022 Z2AA - REPAIR OR ALTERATION OF

: CLIN 1022; Install concrete steps, width varies from 3'-0" to 8'-0" wide. To in-clude 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, and all items necessary to complete the work. (L Work)

QUANTITY

UNIT UNIT PRICE ESTIMATED AMOUNT

1023 250 Square

1023 Z2AA - REPAIR OR ALTERATION OF

: CLIN 1023; 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. (L Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

1024 500 Linear

1024 Z2AA - REPAIR OR ALTERATION OF

: CLIN 1024; 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 re-lease that are attached to the substrate fabric on 1.5 inch centers. In-cludes disposal of all removed materials, clean-up, and all items neces-sary to complete the work. (L Work)

QUANTITY

UNIT UNIT PRICE ESTIMATED AMOUNT

1025 100 Linear

1025 Z2AA - REPAIR OR ALTERATION OF

: CLIN 1025; 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 exist-ing adjacent surfaces. Also includes disposal of all removed materials, clean-up, and all items necessary to complete the work. (L Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

1026 100 Linear

1026 Z2AA - REPAIR OR ALTERATION OF

: CLIN 1026; 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 removed materials, clean-up, and all items necessary to complete the work. (L Work)

QUANTITY

UNIT UNIT PRICE ESTIMATED AMOUNT

1027 100 Linear

1027 Z2AA - REPAIR OR ALTERATION OF

: CLIN 1027; 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 all re-moved materials, clean-up, and all items necessary to complete the work. (L Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

1028 200 Square

1028 Z2AA - REPAIR OR ALTERATION OF

: CLIN 1028; 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 con-crete to match existing adjacent surfaces. Also includes disposal of all removed materials, clean-up, and all items necessary to complete the work. (L Work)

QUANTITY

UNIT UNIT PRICE ESTIMATED AMOUNT

1029 3 Each

1029 Z2AA - REPAIR OR ALTERATION OF

FFP

: CLIN 1029; 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 includes disposal of all removed materials, clean-up, and all items necessary to complete the work. (L Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

1030 3 Each

1030 Z2AA - REPAIR OR ALTERATION OF

FFP

: CLIN 1030; Install wheelchair ramps. To include base-course, sub-base repair, fin-ishing, #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 all items nec-essary to complete the work. (L Work)

QUANTITY

UNIT UNIT PRICE ESTIMATED AMOUNT

1031 100 Linear

1031 Z2AA - REPAIR OR ALTERATION OF

: CLIN 1031; Install medal handrail on steps and ramps 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. (L Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

1032 3 Each

1032 Z2AA - REPAIR OR ALTERATION OF

FFP

: CLIN 1032; 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. (L Work)

QUANTITY

UNIT UNIT PRICE ESTIMATED AMOUNT

1033 3 Each

1033 Z2AA - REPAIR OR ALTERATION OF

FFP

: CLIN 1033; Adjust existing manhole frames and covers to match adjacent finish side-walk. Includes disposal of all removed materials, clean-up, and all items necessary to complete the work. (L Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

1034 30 Cubic

1034 Z2AA - REPAIR OR ALTERATION OF

: CLIN 1034; 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. (L Work)

QUANTITY

UNIT UNIT PRICE ESTIMATED AMOUNT

1035 1 Each

1035 Z2AA - REPAIR OR ALTERATION OF

FFP

: CLIN 1035; Contract Manpower Reporting (CMR), in accordance with paragraph

1.6 of Section 01026. (L Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

2001 4,000 Square

2001 Z2AA - REPAIR OR ALTERATION OF

: CLIN 2001; 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. (K Work)

QUANTITY

UNIT UNIT PRICE ESTIMATED AMOUNT

2002 300 Square

2002 Z2AA - REPAIR OR ALTERATION OF

: CLIN 2002; 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. (K Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

2003 500 Square

2003 Z2AA - REPAIR OR ALTERATION OF

: CLIN 2003; 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. (K Work)

QUANTITY

UNIT UNIT PRICE ESTIMATED AMOUNT

2004 1,000 Linear

2004 Z2AA - REPAIR OR ALTERATION OF

: CLIN 2004; 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 removed materials, clean-up, and all items necessary to complete the work. (K Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

2005 400 Linear

2005 Z2AA - REPAIR OR ALTERATION OF

: CLIN 2005; 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. (K Work)

QUANTITY

UNIT UNIT PRICE ESTIMATED AMOUNT

2006 200 Linear

2006 Z2AA - REPAIR OR ALTERATION OF

: CLIN 2006; 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. (K Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

2007 200 Linear

2007 Z2AA - REPAIR OR ALTERATION OF

: CLIN 2007; 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. (K Work)

QUANTITY

UNIT UNIT PRICE ESTIMATED AMOUNT

2008 400 Square

2008 Z2AA - REPAIR OR ALTERATION OF

: CLIN 2008; 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. (K Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

2009 5 Each

2009 Z2AA - REPAIR OR ALTERATION OF

FFP

: CLIN 2009; 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 surfaces. Also includes disposal of all removed materials, clean-up, and all items necessary to complete the work. (K Work)

QUANTITY

UNIT UNIT PRICE ESTIMATED AMOUNT

2010 5 Each

2010 Z2AA - REPAIR OR ALTERATION OF

FFP

: CLIN 2010; 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 all items necessary to complete the work. (K Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

2011 200 Linear

2011 Z2AA - REPAIR OR ALTERATION OF

: CLIN 2011; When repairing steps and ramps, install medal 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. (K Work)

QUANTITY

UNIT UNIT PRICE ESTIMATED AMOUNT

2012 5 Each

2012 Z2AA - REPAIR OR ALTERATION OF

FFP

: CLIN 2012; 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. (K Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

2013 5 Each

2013 Z2AA - REPAIR OR ALTERATION OF

FFP

: CLIN 2013; Adjust existing manhole frames and covers to match adjacent finish sidewalk. Includes disposal of all removed materials, clean-up, and all items necessary to complete the work. (K Work)

QUANTITY

UNIT UNIT PRICE ESTIMATED AMOUNT

2014 5 Each

2014 Z2AA - REPAIR OR ALTERATION OF

FFP

: CLIN 2014; Repair damaged (less than 25% damaged) curb inlet manhole, small (less than 30 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 complete the work. (K Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

2015 5 Each

2015 Z2AA - REPAIR OR ALTERATION OF

FFP

: CLIN 2015; Repair damaged (greater than 25% damaged) curb inlet manhole, small (less than 30 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 surfaces. Includes disposal of all removed materials, clean-up, and all items necessary to complete the work. (K Work)

QUANTITY

UNIT UNIT PRICE ESTIMATED AMOUNT

2016 5 Each

2016 Z2AA - REPAIR OR ALTERATION OF

FFP

: CLIN 2016; Repair damaged (less than 25% damaged) curb inlet manhole, large (30 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. Includes disposal of all removed materials, clean-up, and all items necessary to complete the work.

(K Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

2017 5 Each

2017 Z2AA - REPAIR OR ALTERATION OF

FFP

: CLIN 2017; Repair damaged (greater than 25% damaged) curb inlet manhole, large (30 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 surfaces. Includes disposal of all removed materials, clean-up, and all items necessary to complete the work. (K Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

2018 10 Each

2018 Z2AA - REPAIR OR ALTERATION OF

FFP

: CLIN 2018; This CLIN shall be used in conjunction with CLINs 14-17 when requested. Typical storm drains on Hawaii’s Army installations have a gutter with curb throat.