A001.pdf
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- Solicitation number
- DTFH68-15-B-00004
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Amendment A001
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Other files
| File | Type | Posted |
|---|---|---|
| Bid_Tabs.pdf | ||
| Bid_Opening_Summary.pdf | ||
| QA_REDW.docx | DOCX document | |
| QA_REDW.docx | DOCX document | |
| QA_REDW.docx | DOCX document | |
| QA_REDW.docx | DOCX document | |
| QA_REDW.docx | DOCX document | |
| PRAIRIE_CREEK_BRIDGE_-_AS_BUILT_PLANS.pdf | ||
| Plans.pdf | ||
| Invitation_for_Bid.pdf |
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Text version
surface
Roughened
(typ.)
6"
(typ. @ outside edge)
" drip groove 4
"2 11'-7 (typ.)2"
6"
2'-0"(typ.)
1" chamfer
@ MIDSPAN
2'-0"(typ.)
1" chamfer
6"
C Gdr.L
"2 11'-72" (typ.)
9" 9"
(typ.)
"2 12'-3
#4GE8 (7 tot.)
#5GE7 (8 tot.)
#4GE8 (7 tot.)
(8 tot.)
#5GE7
#4GE6
#4GE3
#6GE5
#4GE3
#4GE6
C Gdr.L
L
"8 55'-9
C Gdr.
c l.
L
(typ.)
1" cl.
@ ENDS @ ENDS
PRESTRESSED GIRDER ESTIMATE
ITEM UNIT
Concrete
Reinforcing Steel
Cu. Yards
Lbs.
Feet
(typ.)
1" cl.
c l.
c l.
C Gdr.L ty p c l.
ty p c l.
#5GE7 (8 tot.)
#4GE9 (8 tot.)
#4GE9 (2 tot.)
#5GE7 (8 tot.)
#4GE8 (7 tot.)
#4GE9 (8 tot.)
#4GE9 (2 tot.)
#5GE1 #3GE10 (typ.)
#4GE6
#5GE1
#4GE2
#3GE10 (typ.)
@ MIDSPAN
See RG2988-H.
(int. flange only).
(typ.).
See RG2988-H
(GIRDER D MIRRORED)
GIRDER A
(GIRDER C MIRRORED)
GIRDER B
P/S GIRDER SECTIONS
" = 1'-0"2
"#4GE4
placement only)
(for concrete diaph.
#4GE4
#4GE6
#4GE2
See RG2988-I.
(int. flange only).
Longit. flange key
#6GE5
"8 55'-9
1'-8"
#6GE5
" cl.2
#5GE11
#5GE11 surface
Roughened wrench tight washers (5" Thd) nuts & 2 std.
bolts, w/ 2 hex c l.
Tack reinforcing steel top and bottom mats of
Place anchorage between
"x 2'-0"2 1Bar 3"x
"x 1'-6"2 1Bar 3"x
L
Not galvanized
" x 2"2 1Bar 2"x
"2 16"2
16 "2 15"2
2'-0"
No Scale
ANCHOR BARS
"8 72'-10
"8 72'-10 "8
72'-10
#4GE8 (7 tot.)
c l.
G
#6GE5
See RG2988-I.
Longit. flange key (typ.).
S7
INTERIOR EXTERIOR
See RG2988-N for prestressed girder bar list.
Note: Quantities shown are for one exterior P/S girder and for information only.
1 3/19/2015 RJW
REVISED STRAND LENGTHS
SAMIR SIDHOM RYAN WEHNER RG2988-
TOTAL
SHEETS
SHEET
NO.
PROJECT
STATEREGION
PWR
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
CENTRAL FEDERAL LANDS HIGHWAY DIVISION
DRAWING NO.
DATEBRIDGE DRAWING
PROJECT TEAM LEADERSCALE
CHECKED BYDRAWN BY
DESIGNED BYREVISIONS
BY
DATENO.
REVISIONS
BY
DATENO.
N
B r id g e
P r e s e r v a ti o n \P
W R \F
Y \C
A
F
T N P
W
R
R
E S
(1
B r id g e \R
G \C
A D
D
F il e s \D
G N
F il e s \r g g ir d e r .d g n
ROUTE 14-A
REDWOOD NATIONAL FOREST
HUMBOLDT COUNTY, CALIFORNIA
PRAIRIE CREEK BRIDGE REHAB
RYAN OWEN
CA
of 14 DANIELLE GERMANI
S14
NPS PMIS NO.: 194540 DRAWING NO.: 106-123155 PEPIC: 43120
BRIDGE PRESERVATION
CA FTNP PRES 1(14)
NOVEMBER 2014
| Untitled |
| B-13 and B-14. rev. Jan 17 2012.pdf |
| Solicitation Provisions |
| Representations & Certifications |
| 52.204-8 Annual Representations and Certifications. (Nov 2011) |
| 52.209-5 Certification Regarding Responsibility Matters. (APR 2010) |
| 52.215-5 Facsimile Proposals. (OCT 1997) |
| 52.216-1 Type of Contract. (APR 1984) |
| 52.222-23 Notice of Requirement for Affirmative Action to Ensure Equal Employment Opportunity for Construction. (FEB 1999) |
| 52.225-10 Notice of Buy American Act Requirement - Construction Materials. |
| (FEB 2009) |
| 52.225-20 Prohibition on Conducting Restricted Business Operations in Sudan--Certification. (AUG 2009) |
| 52.233-2 Service of Protest. (SEP 2006) |
| 52.236-27 Site Visit (Construction). (FEB 1995) |
| 52.252-1 Solicitation Provisions Incorporated by Reference. (FEB 1998) |
| 52.252-3 Alterations in Solicitation. (APR 1984) |
| E62 E63 Amended Jan 17 2012.pdf |
| Section 101. – TERMS, FORMAT, AND DEFINITIONS |
| Material |
| Construction Requirements |
| Measurement |
| Payment |
| Section 414. — ASPHALT PAVEMENT CRACK AND JOINT SEALING |
| Section 414. — ASPHALT PAVEMENT CRACK AND JOINT SEALING |
| Material |
| Construction Requirements |
| Delete the text of this Section and substitute the following: |
| Description |
| Measurement |
| Payment |
| E62 E63Amended Jan 17 2012.pdf |
| Section 101. – TERMS, FORMAT, AND DEFINITIONS |
| Material |
| Construction Requirements |
| Measurement |
| Payment |
| Section 414. — ASPHALT PAVEMENT CRACK AND JOINT SEALING |
| Section 414. — ASPHALT PAVEMENT CRACK AND JOINT SEALING |
| Material |
| Construction Requirements |
| Delete the text of this Section and substitute the following: |
| Description |
| Measurement |
| Payment |
| 14-R-00040_UT FTNP ZION 12(1) & 14(1) AMEND 1.pdf |
| I. PRE-PROPOSAL INFORMATION |
| HAZARDOUS MATERIALS |
| USE OF RECOVERED MATERIALS ON FEDERAL LANDS HIGHWAY PROJECTS |
| SOLICITATION, OFFER |
| SOLICITATION |
| CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE |
| BID BOND |
| PENAL SUM OF BOND |
| BID IDENTIFICATION |
| AMOUNT NOT TO EXCEED |
| 14-R-00040_UT FTNP ZION 12(1) & 14(1) AMEND 1.pdf |
| I. PRE-PROPOSAL INFORMATION |
| HAZARDOUS MATERIALS |
| USE OF RECOVERED MATERIALS ON FEDERAL LANDS HIGHWAY PROJECTS |
| SOLICITATION, OFFER |
| SOLICITATION |
| CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE |
| BID BOND |
| PENAL SUM OF BOND |
| BID IDENTIFICATION |
| AMOUNT NOT TO EXCEED |
| Text1: |
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| 0: 1 |
| 1: 2 |
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| 0: A001 |
| 1: 3/19/2015 |
| 2: |
| 0: |
| 1: CA FTNP REDW PRES 1(14) |
| Text4: |
| 0: |
| 0: FEDERAL HIGHWAY ADMINISTRATION |
CENTRAL FEDERAL LANDS HIGHWAY DIVISION
12300 WEST DAKOTA AVENU, SUITE 360
LAKEWOOD, COLORADO 80228
ATTENTION: MICHAEL SMITH
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| Text12: See Below * |
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The purpose of this amendment is to remove page S7 of the plans and replace with a new S7 dated 3/19/15.
See continuation sheet page 2 of 2.
*FAILURE TO ACKNOWLEDGE THIS AMENDMENT IN BLOCK 19 OF THE SF 1442 BY THE DESIGNATED DATE AND HOUR SPECIFIED IN THE SOLICITATION MAY RESULT IN REJECTION OF YOUR BID (REFER TO SF-1442, PAGE A-2, OF THE SOLICITATION)
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File details come from the government source that posted it. Updated .