3d Addendum No.1.pdf
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- Solicitation number
- FA520522R0005
About this file
This addendum modifies an solicitation for an Airfield/Pavements Indefinite-Delivery/Indefinite-Quantity contract at Misawa Air Base in Japan. The modifications include changes to specification sections and project drawings, such as clarifying the units of measure for various line item numbers involving tasks like driver training, equipment transportation, asphalt and concrete grooving, catch basin and ditch installation, steel and PVC pipe removal. The contract has a maximum value of 5.2 billion Japanese yen over its basic one-year period and four one-year options. Offerors must register in the System for Award Management database and the work will be performed in Japan, including at Misawa Air Base and Draughon Range but excluding Falcon Road/Drive.
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ADDENDUM NO. 1
TO
RFP No. FA520522R0005
AIRFIELD/PAVEMENTS IDIQ CONTRACT,
MISAWA AB, JAPAN
19 Jul 22
Contract specifications, GCEB and project drawings are modified to provide the following changes:
A. Specification Section 01 11 00 30 33
1. Para. 1.1.1.3 TEST
a. ELIN A009, B009, C009, D009 and E009. Change sentence from “Flight line drivers with photo pass authority training and foreign object damage (FOD) training shall be driver per day (DRIVER/DAY), including flight line, FOD and any controlled/restricted area training” to “Flight line drivers with photo pass authority training and foreign object damage (FOD) training shall be driver per day (8 hours per day) (DRIVER/DAY), including flight line, FOD and any controlled/restricted area training”.
2. Para. 1.1.1.4 TEMPORARY AND PROTECTION WORK
a. ELIN A012, B012, C012, D012 and E012. Change sentence from “Heavy equipment transportation with 30 ton trailer shall be per day (DAY.) of heavy equipment transported with trailer, including loading, transportation and unloading” to “Heavy equipment transportation with 30 ton trailer shall be per day (8 hours per day) (DAY.) of heavy equipment transported with trailer, including loading, transportation and unloading”.
3. Para. 1.1.1.5 AIRFIELD ASPHALT CONCRETE SURFACES
a. ELIN A027, B027, C027, D027 and E027. Change sentence from “Grooving of AC Surface shall be per square meter (SM.) of grooving, including clean-up” to “Grooving of AC Surface shall be per square meter (SM.) of grooving, including disposal of removed AC and clean-up”.
4. Para. 1.1.1.7 AIRFIELD PCC PAVEMENT SURFACE
a. ELIN A052, B052, C052, D052 and E052. Change sentence from “Grooving of PCC Surface shall be per square meter (SM) of grooving including clean-up” to “Grooving of PCC Surface shall be per square meter (SM) of grooving including disposal of removed PCC and clean-up”.
5. Para. 1.1.1.10 SURFACE INLETS/DITCHES
a. ELIN A065, B065, C065, D065 and E065. Change sentence from “Install aircraft type concrete catch basin with bolt fixed steel frame and grating Cover, 500mm Square x D1,000mm shall be per each (EA.) of concrete catch basin installed, complete and ready for use, including installation of concrete catch basin and cover, formwork, concrete work, finishing and curing” to “Install aircraft type concrete catch basin with bolt fixed steel frame and grating Cover, 500mm Square x D1,000mm shall be per each (EA.) of concrete catch basin installed, complete and ready for use, including installation of concrete catch basin and cover, formwork, concrete work, finishing and curing. Load capacity is for P-8 aircraft. Max takeoff weight is 189, 200 lb (85,820 kg)”.
b. ELIN A066, B066, C066, D066 and E066. Change sentence from “Install aircraft type concrete "U" ditches with bolt fixed steel frame and grating cover, (W500mm x D1,000mm) shall be per linear meter (LM.) of “U” ditch installed, complete and ready for use, including installation of “U” ditch and cover, formwork, concrete work, finishing and curing” to “Install aircraft type concrete "U" ditches with bolt fixed steel frame and grating cover, (W500mm x D1,000mm) shall be per linear meter (LM.) of “U” ditch installed, complete and ready for use, including installation of “U” ditch and cover, formwork, concrete work, finishing and curing. Load capacity is for P-8 aircraft. Max takeoff weight is 189, 200 lb (85,820 kg)”.
6. Para. 1.1.1.16 REMOVAL AND DISPOSAL WORK
a. ELIN A110, B110, C110, D110 and E110. Change sentence from “Removal of steel shall be per cubic meter (CM.) of removed materials, including removal, cutting, traffic control and site cleaning” to “Removal of steel pipe (Diameter 25mm – 150mm) shall be per metric ton (MTON) of removed materials, including removal, cutting, traffic control and site cleaning”.
b. ELIN A111, B111, C111, D111 and E111. Change sentence from “Removal of PVC pipe shall be per liner meter (LM.) of removed pipes, including removal, cutting, traffic control and site cleaning.” to “Removal of PVC pipe (Diameter 25mm – 200mm) shall be per liner meter (LM.) of removed pipes, including removal, cutting, traffic control and site cleaning”.
Per the changes above, the specification Section 01 11 00 30 33 are replaced with revised 19 Jul 22 attached to this addendum.
B. Project Drawings
1. PRECAST FREE GRADIENT DITCH DETAIL
a. Drawing No. 29 (REF. No. G-2). Detail of free gradient ditch with concrete or grating cover (Precast, sidewalk type) is deleted.
Per the changes above, the project drawings are replaced with revised 19 Jul 22 attached to this addendum.
(End of Addendum)
2 Attachments:
1. Specifications, Revised 19 Jul 22
2. Drawings, Revised 19 Jul 22
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