Great_Bridge_Lock_Valves_and_Accessories.pdf

PDF 1 MB Posted Aug 26, 2016

Attached to: Replacement Butterfly Valves w/accesssories Federal contract opportunity
Solicitation number: W91236-16-R-0044
Issued by: Department of the Army Corps of Engineers Engineering District Norfolk

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Lock Valves and Accessories (Great Bridge Lock Chesapeake Virginia)

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US Army Corps of Engineers Norfolk District Norfolk, Virginia 23510

DRAWINGS AND SPECIFICATIONS

Lock Valves and Accessories Great Bridge Lock Chesapeake, Virginia

Structural Section

Norfolk, Virginia

SHEET

IDENTIFICATION

1 2 3 4 5

D R

A W

N B

D E

N B

S B

M T

B Y :

U E

D A T

C O

A C T

N O

S O

N N

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A R

M Y

C O

O F

R S

B Y:

US Army Corps of Engineers ®

" x

N A

O F

N U

M B

T S

T D

A T E

SHEET OF

A S

S H

O W

1 5

:2 3:

A T B

E L O

W W

, C

A K E, V A

-N

O V-

Norfolk District

G-1

N O

, V

F D

E S

A N

D A

C C

R I E

G -1

K D

N D

A P

NORFOLK DISTRICT

"BUILDING STRONG"

FY 15

CONTRACT NO.

LOCK VALVES AND ACCESSORIES

GREAT BRIDGE LOCK

ATLANTIC INTRACOASTAL WATERWAY

CHESAPEAKE, VIRGINIA

INDEX OF DRAWINGS

SHEET ID

SHEET

NUMBER SHEET TITLE

G-1 1 INDEX OF DRAWINGS

S-1 2 BILL OF MATERIALS, GENERAL STRUCTURAL NOTES & STRUCTURAL

ABBREVIATIONS

S-2 3 VALVE ASSEMBLY GBV-1

S-3 4 VALVE ASSEMBLY SUBCOMPONENT DETAILS

S-4 5 FRAMES AND ACCESSORIES

S-5 6 ACCESSORIES

BILL OF MATERIALS

GBV-1

MARK

VALVE ASSEMBLY

PART DESCRIPTION

S-2

SHEET

QUANTITY

COMPLETE ASSEMBLY

INCLUDING SUBCOMPONENTS

REQUIRED ON SHEET S-3

REMARKS

UCB-1 UPPER CONNECTING BAR S-3 4

LCB-1 LOWER CONNECTING BAR S-3 4

VN-19L LEFT SIDE FRAME S-4 4

IN ADDITION TO REQUIREMENTS

FOR COMPLETE GBV-1 ASSY.

VN-19R RIGHT SIDE FRAME S-4 4

VN-20L LEFT CENTER FRAME S-4 2

VN-20R RIGHT CENTER FRAME S-4 2

VN-21 CENTER FRAME BEARING BLOCK S-4 4

VN-22 CENTER FRAME KEY S-4 4

VN-23 CENTER FRAME KEEPER S-4 4

VN-24 WASHER S-4 4

VN-25 CENTER FRAME BUSHING S-4 4

VN-26 CENTER FRAME BUSHING KEY S-4 8

VMN-35 LOWER STRUT END S-4 2

VMN-37 UPPER STRUT END S-4 2

VMN-38 SPRING SEAT S-4 2

VMN-39 STRUT TUBE S-4 2

VMN-40 OUTER SPRING S-4 2

VMN-41 INNER SPRING S-4 2

VMN-42 STRUT CONNECTION S-5 2

VMN-44 CONNECTING ROD WITH KEYWAY "X" S-4 2

VMN-45 CONNECTING ROD WITHOUT KEYWAY "X" S-4 2

VMN-47 NUT S-5 2

VMN-48 STRUT PIN S-5 2

VMN-50 CONNECTING ROD PIN S-5 2

VMN-53 ROCKER S-5 2

VMN-57 ROCKER PIN S-5 2

VMN-108 ROCKER BASE S-5 2

SHEET

IDENTIFICATION

1 2 3 4 5

D R

A W

N B

D E

N B

S B

M T

B Y :

U E

D A T

C O

A C T

N O

S O

N N

U S

A R

M Y

C O

O F

R S

B Y:

US Army Corps of Engineers ®

" x

N A

O F

N U

M B

T S

T D

A T E

SHEET OF

A S

S H

O W

A T B

E L O

W W

, C

A K E, V A

-N

O V-

Norfolk District

S-1

N O

, V

O F

M A T

, G

A L

R U

N O

R U

B R

N S

E S

A N

D A

C C

R I E

S S-

K D

N D

A P

STRUCTURAL

ABBREVIATIONS

STRUCTURAL

ABBREVIATIONS

ABBREVIATION DESCRIPTION

AB ANCHOR BOLT

ANR ANCHOR

APPROX APPROXIMATELY

AVAIL AVAILABILITY

BM BEAM

BOC BOTTOM OF CONCRETE

BOS BOTTOM OF STEEL

BRG BEARING

CL CENTER LINE

CLR CLEAR

COL COLUMN

CONN CONNECTION

CONC CONCRETE

CONT CONTINUOUS

DIA DIAMETER

DIM DIMENSION

DN DOWN

EA EACH

EF EACH FACE

ELEV ELEVATION

EOS EDGE OF SLAB

EQ EQUAL

EST ESTIMATED

EW EACH WAY

FDN FOUNDATION

GA GAGE

HORIZ HORIZONTAL

JT JOINT

KIPS (K) 1000 POUNDS

LG LONG

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LSH LONG SIDE

HORIZONTAL

LSV LONG SIDE VERTICAL

MAX MAXIMUM

MFR MANUFACTURER

MIN MINIMUM

NIC NOT IN CONTRACT

NO. NUMBER

OC ON CENTER

OPP OPPOSITE

PC POINT OF CURVATURE

PL PLATE

PLF POUNDS PER LINEAR

FOOT

PSF POUNDS PER SQUARE

FOOT

PSI POUNDS PER SQUARE

INCH

RAD RADIUS

REINF REINFORCEMENT

SCHED SCHEDULE

SHT SHEET

SIM SIMILAR

SPA SPACES/SPACED

STD STANDARD

SUBST SUBSTITUTE/

SUBSTITUTED

SYM SYMMETRICAL

T&B TOP AND BOTTOM

TOC TOP OF CONCRETE

TOS TOP OF STEEL

TYP TYPICAL

UON UNLESS OTHERWISE

NOTED

VERT VERTICAL

WP WORKING POINT

WT WEIGHT

GENERAL STRUCTURAL NOTES

1. THIS VALVE DESIGNATED AS "B VALVE, NORTH SIDE" AT

GREAT BRIDGE LOCK, NORFOLK DISTRICT.

2. THIS 8'x10' VALVE DESIGN IS BASED ON THE EXISTING

BUTTERFLY VALVES CONSTRUCTED IN THE 1930s.

3. TOLERANCES FOR DIMENSIONS ARE TO THE NEAREST 1/16

INCH UNLESS OTHERWISE NOTED.

4. ALL HEX BOLTS 5/8" DIA A325 GALVANIZED WITH MATCHING

NUT AND WASHER, UON. PRETENSION ALL BOLTS TO 70% OF

MEASURED YIELD STRENGTH USING "TURN OF NUT" METHOD.

5. ALL FLAT SOCKET HEAD BOLTS 3/8"X2" LONG F835 BLACK

OXIDE COATED, UON.

6. FABRICATION TOLERANCES FOR FRACTIONAL DIMENSIONS

ARE 1/16" UON. TOLERANCES FOR DECIMAL DIMENSIONS ARE

AS GIVEN. TOLERANCES GIVEN (±X.XXX) ARE EQUAL.

ASYMMETRIC TOLERANCES ARE GIVEN IN THE FORM (+X.XXX,

-X.XXX) FOR OVERSIZE AND UNDERSIZE, RESPECTIVELY.

7. DO NOT SCALE DRAWINGS. ACCESSORY AND FRAME

DRAWINGS ON SHEETS S-4 AND S-5 ARE REPRODUCTIONS OF

ORIGINAL DRAWINGS AND MAY NOT SCALE ACCURATELY.

8. ALL SURFACES OF VALVE ASSEMBLIES GBV-1 EXCEPT THE

RADIAL FACE OF VNW-2 (INDICATED IN DRAWING) SHALL BE

PAINTED IN ACCORDANCE WITH 09 97 02. PAINTING SHALL

INCLUDE ALL INTERIOR AND EXTERIOR SURFACES BEFORE

ASSEMBLY, INCLUDING FAYING SURFACES OF ALL JOINTS, AS

WELL AS TOUCH UP PAINTING OF ALL SURFACES AND

FASTENERS AFTER ASSEMBLY. TOUCH UP PAINTING OF

INTERNAL FASTENERS WHICH WILL BE INACCESSIBLE AFTER

ASSEMBLY IS COMPLETE SHALL BE PERFORMED DURING

ASSEMBLY TO ENSURE THAT ALL SURFACES ARE COATED.

9. ALL FERROUS METAL SURFACES NOT INTENDED FOR A

MACHINED RADIAL FIT SHALL BE PAINTED IN ACCORDANCE

WITH SECTION 09 97 02.

10. ALL UNPAINTED SURFACES, INCLUDING RADIAL FIT

SURFACES, SHALL BE COATED WITH AN OIL SUITABLE FOR

PREVENTING OXIDATION DURING SHIPPING AND STORAGE.

11. VERIFY PAINT COLOR WITH CONTRACTING OFFICER

REPRESENTATIVE BEFORE PURCHASE OF PAINT.

MANUFACTURER'S DEFAULT PAINT COLOR OF OFF-WHITE IS

RECOMMENDED.

12. MATERIALS REFERENCED IN DRAWINGS CORRELATE TO

SPECIFICATION SECTION 35 20 16.65 PARAGRAPH 2.1.

DELIVERY NOTES

1. VALVE ASSEMBLY GBV-1 IS TO BE DELIVERED PREASSEMBLED

AS SHOWN ON SHEET S-2, INCLUDING SUBCOMPONENTS

VNW-2, DP-1, AND DP-2 ON SHEET S-3. ALL OTHER

COMPONENTS ARE INTENDED FOR LATER ASSEMBLY BY

GOVERNMENT PERSONNEL.

2. VALVE ASSEMBLY SUBCOMPONENTS UCB-1, LCB-1, P-1 AN DP-

2 SHALL NOT BE DELIVERED ASSEMBLED TO GBV-1. THESE

SUBCOMPONENTS AND ALL FRAMES AND ACCESSORIES ON

SHEETS S-4 AND S-5 SHALL BE DELIVERED SECURELY

PALLETED FOR STORAGE.

DRAWING PRINTED AT HALF SCALE

7' - 6 1/8" DIAPHRAGMS EQ SPA

NOTE D

(1 4)

B ol ts

" O

C T

1 1/2" TYP UON

(1 4)

B ol ts

" O

C T

1/ 4"

PER LINE, PER PLATE

(5) Bolts @ 3 1/2" O/C

(7 ) B ol ts

" O C

(7 ) B ol ts

" O

(3 ) B ol ts

" O C

(3 ) B ol ts

" O

NOTE C

L3-1/2x3-1/2x1/2x12"

TYP D1, D2 TO S15 UON

AXLE CASTING SEE

DETAIL

3"X2"

CONT BAR

(SYM)

NOTE

B TYP

NOTE

B TYP

S15X50 T&B CONT

BETWEEN D3

AXLE VNW-2 SEE

DETAIL

NOTE C

DOUBLER

PLATE DP2

DOUBLER

PLATE DP1

NOTE E 8 3/4" 1' - 5 15/16"

SYM ABOUT CL

NOTE: BOLTS NOT SHOWN FOR CLARITY

3" 3'

1/ 2"

8 1/2"

1' - 0" 0' - 4"

0' - 4"

CONT BAR SEE A-A

DOUBLER

PLATE DP2 EF

DOUBLER

PLATE DP1 EF

ø 0'

- 9

1/ 2"

R 2 1/2

R 1 1/2

(4) Bolts @ 3" O/C

(3) Bolts @ 3" O/C

4" 1'

SYM

D 1, D

INSIDE FACE OF

S15 WEB

1' - 3"

AXLE VNW-2

SEE DETAIL

B O

A -A

CONT BAR SEE A-A

NOTE A

1 1/2"

NOTE A

10 1/4"

TYP

9' - 0" RAD

SYM

B O

A -A

P H

M P

E N

N S

(N O

L3-1/2"X3-1/2"X3/4"X4'-3"L

CUT TO L3-1/2"X2", COPE

FLUSH TO AXLE SHOULDER,

SIM TOP AND BOTTOM

AXLE VNW-2 SEE DETAIL

SHEET

IDENTIFICATION

1 2 3 4 5

D R

A W

N B

D E

N B

S B

M T

B Y :

U E

D A T

C O

A C T

N O

S O

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N O

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B Y:

US Army Corps of Engineers ®

" x

N A

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N U

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T D

A T E

SHEET OF

A S

S H

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O V-

Norfolk District

D R

S-2

N O

, V

-1

E S

A N

D A

C C

R I E

U C

-2

K D

N D

A P

B-B

C-C

D-D

SECTION 1-1 SECTION 2-2 SECTION 3-3

1' 2' 3'

SCALE: 1" = 1' - 0"

A-A: PARTIALLY EXPOSED VIEW

PL 7/16" INNER DIAPHRAGM D1 (2 REQ'D)

PL 1/2" MAY BE SUBST. BASED ON AVAIL.

PL 7/16" INTERMEDIATE DIAPHRAGM D2 (2 REQ'D)

PL 1/2" MAY BE SUBST. BASED ON AVAIL.

PL 7/16" OUTER DIAPHRAGM D3 (2 REQ'D)

PL 1/2" MAY BE SUBST. BASED ON AVAIL.

VALVE DRAWING NOTES:

NOTE A: APPLIES TO INNER, INTERMEDIATE, AND

OUTDER DIAPHRAGMS UON PER DIAPHRAGM.

NOTE B: PL 1/2" SKIN PLATE CONTINOUS BETWEEN

DIAPHRAGMS FRONT AND BACK TYP.

NOTE C: CURVED L3-1/2x3-1/2x1/2 CONNECTING D-1, D-2, D-3 TO SKIN PLATE. L3-1/2 CONT EXCEPT WHERE

INTERRUPTED BY DOUBLER PLATES DP-1, DP-2.

NOTE D: (10) HOLES @ 1-3/4" OC EA SPA BETWEEN

D-1, D-2, D-3. DRILL AND TAP CLEAR THROUGH FOR

FLAT SOCKET HEAD BOLTS.

NOTE E: (5) FLAT SOCKET HEAD BOLTS EA SPA, EA

SIDE OF VALVE BETWEEN D-1, D-2, -D3. ALTERNATE

BOLTS BETWEEN OPPOSITE FACE SKIN PLATES

INTO NOTE D HOLES. COUNTERSINK HEAD FLUSH

WITH OUTSIDE FACE OF SKIN PLATE.

(ALL DETAILS THIS SHEET UON)

2" 2" 2"

2" 2" 1 1/2"

1/ 2"

0' - 4"

(+0.0

0.0 ø 3.

7 1/2"

MARK DP-1 1/2" STEEL PLATE

4 REQ'D PER GBV-1 ASSY.

1/ 2"

2" 2"

2" 2" 2"

0' - 4"

0, -0 .0 ø 3.

6 1/4"

7 3/8"

MARK DP-2 1/2" STEEL PLATE

4 REQ'D PER GBV-1 ASSY.

1 1/2" 3 1/2" 3 1/2" 3 1/2" 3 1/4"

17.375" ±0.025"8.938" ±0.025"

0" D

(SYM)

(+0.000", -0.010") 0.438"

0' - 1"

BB BB

+0 .0

-0 .0

(SYM)

3 1/2"3 1/2"3 1/2"3 1/2"1 5/8"

MARK VNW-2 CAST STEEL

2 REQ'D PER GBV-1 ASSY.

USE PATTERN MARKED "VN-2

ALTERED FOR MK NO VNW-9"

DO NOT PAINT

RADIAL FACE

PL 1/2"

CAP PLATE

3/8

24.156" ±0.010"

6" 7"

(SYM)

(+0.010", -0 .005") ø 3.010"

(+0.010", -0 .005") ø 0' - 4

3"TY

- 2

±0 .0

MARK LCB-1 STRUCTURAL STEEL BAR

2 REQ'D PER GBV-1 ASSY.

26.188" ±0.010"

6" 7"

(SYM)

(+0.010", -0 .005") ø 3.010"

(+0.010", -0 .005") ø 0' - 4

3"TY

- 2

±0 .0

MARK UCB-1 STRUCTURAL STEEL BAR

2 REQ'D PER GBV-1 ASSY.

0.750" ±0.010" 19.750" (+0.060", -0.000")

1' - 10" 1 1/2"

MATCH DRILL SIZE F THROUGH

PIN AND COLLAR

COLLAR PROVIDE

ONE PER PIN

(+0.010", -0.005")ø 0' - 3"

NOTE: PROVIDE (1) 1/4" DIA

316L (12" LONG) ROUND, AND

(1) 3" STD. BLACK PIPE (11-7/8"

LONG) PER PIN.

MARK P-1 STRUCTURAL STEEL GRADE 50

2 REQ'D PER GBV-1 ASSY.

0.750" ±0.010" 13.000" (+0.060", -0.000")

1' - 4" 1 1/2"

MATCH DRILL SIZE F THROUGH

PIN AND COLLAR

COLLAR PROVIDE

ONE PER PIN

(+0.010", -0.005")ø 0' - 4"NOTE: PROVIDE (1) 1/4" DIA 316L

12" LONG ROUND PER PIN

MARK P-2 STRUCTURAL STEEL GRADE 50

1 REQ'D PER GBV-1 ASSY.

SHEET

IDENTIFICATION

1 2 3 4 5

D R

A W

N B

D E

N B

S B

M T

B Y :

U E

D A T

C O

A C T

N O

S O

A T

N O

U S

A R

M Y

C O

O F

R S

B Y:

US Army Corps of Engineers ®

" x

N A

O F

N U

M B

T S

T D

A T E

SHEET OF

A S

S H

O W

1 5

:0 4:

A T B

E L O

W W

, C

A K E, V A

-N

O V-

Norfolk District

S-3

N O

, V

L V

B C

O M

E N T

E S

A N

D A

C C

R I E

S- 3-

K D

N D

A P

6" 12"

SCALE: 3" = 1' - 0"

3" = 1'-0"

DP-1 DOUBLER PLATE

3" = 1'-0"

DP-2 DOUBLER PLATE

(ALL DETAILS THIS SHEET UON)

3" = 1'-0"

VNW-2 AXLE

TOP VIEW

FRONT VIEW

SECTION AA-AA

SECITON BB-BB

NOTE: DRILL AND TAP ALL HOLES SHOWN FOR HEX CAP

SCREWS. SEE GENERAL NOTE 4 SHT S-1 FOR SIZE.

3" = 1'-0"

LCB-1 LOWER CONNECTING BAR

3" = 1'-0"

UCB-1 UPPER CONNECTING BAR

3" = 1'-0"

P-1 LOWER CONNECTING PIN

3" = 1'-0"

P-2 UPPER CONNECTING PIN

MARK VN-19 R/L CAST STEEL

USE PATTERN VN-14 R/L EST. WT. 389LB EA.

R.H. SHOWN

MARK VN-23 CAST STEEL

EST. WT. 34LB EA.

MARK VN-22 CAST STEEL

EST. WT. 47LB EA.

MARK VN-21 CAST STEEL

EST. WT. 105LB EA.

MARK VN-26

STRUCTURAL STEEL GRADE 50

EST. WT. 0.65 LB EA.

MARK VN-20 R/L CAST STEEL

R.H. SHOWN EST. WT. 570LB EA.

MARK VN-24 CAST STEEL

EST. WT. 39 LB EA.

MARK VN-25 PHOSPHOR BRONZE

EST. WT. 56LB EA.

MARK VMN-35 CAST STEEL

EST. WT. 10.8 LB EA.

MARK VMN-37 STRUCTURAL STEEL GR 50

EST. WT. 153 LB EA.

PROVIDE 1/2" X 6" COTTER PIN

MARK VMN-39 STEEL PIPE

EST. WT. 409 LB EA.

MARK VMN-38 CAST STEEL

EST. WT. 33.5 LB EA.

MARK VMN-40 SPRING STEEL

EST. WT. 81 LB EA.

MARK VMN-41 SPRING STEEL

EST. WT. 38 LB EA.

MARK VMN-44, VMN-45 STRUCTURAL STEEL GR 50

VMN-44 WITH KEYWAY "X"

VMN-45 WITHOUT KEYWAY "X"

SHEET

IDENTIFICATION

1 2 3 4 5

D R

A W

N B

D E

N B

S B

M T

B Y :

U E

D A T

C O

A C T

N O

S O

A T

N O

U S

A R

M Y

C O

O F

R S

B Y:

US Army Corps of Engineers ®

" x

N A

O F

N U

M B

T S

T D

A T E

SHEET OF

A S

S H

O W

1 5

:0 4:

A T B

E L O

W W

, C

A K E, V A

-N

O V-

Norfolk District

S-4

N O

, V

N D

A C

C E S

E S

A N

D A

C C

R I E

S- 4-

K D

N D

A P

1 1/2" = 1'-0"

VN-19 R/L SIDE FRAME

1 1/2" = 1'-0"

VN-23 CENTER FRAME

KEEPER

1 1/2" = 1'-0"

VN-22 CENTER FRAME

KEY

1 1/2" = 1'-0"

VN-21 CENTER FRAME

BEARING BLOCK

6" = 1'-0"

VN-26 CENTER FRAME

BUSHING KEY

1 1/2" = 1'-0"

VN-20 L/R CENTER FRAME

1 1/2" = 1'-0"

VN-24 WASHER

3" = 1'-0"

VN-25 CENTER FRAME BUSHING

1 1/2" = 1'-0"

VMN-35 LOWER STRUT END

12" 24"

SCALE: 1 1/2" = 1' - 0"

6" 12"

SCALE: 3" = 1' - 0"

1 1/2" = 1'-0"

VMN-37 UPPER STRUT END

1 1/2" = 1'-0"

VMN-39 STRUT TUBE

1 1/2" = 1'-0"

VMN-38 SPRING SEAT

1 1/2" = 1'-0"

VMN-40 OUTER SPRING

1 1/2" = 1'-0"

VMN-41 INNER SPRING

3/4" = 1'-0"

VMN-44/45 CONNECTING ROD

DRAWING PRINTED AT HALF SCALE

3" 6"

SCALE: 6" = 1' - 0"

MARK VMN-42 CAST STEEL

EST. WT. 166 LB EA.

MARK VMN-47 STRUCTURAL STEEL GR 50

EST. WT. 22 LB EA.

MARK VMN-48 STRUCTURAL STEEL GR 50

EST. WT. 54 LB EA.

MARK VMN-50 STRUCTURAL STEEL GR 50

EST. WT. 50 LB EA.

MARK VMN-53 CAST STEEL

EST. WT. 432 LB EA.

MARK VMN-57 STRUCTURAL STEEL GR 50

EST. WT. 92 LB EA.

MARK VMN-108 CAST STEEL

SHEET

IDENTIFICATION

1 2 3 4 5

D R

A W

N B

D E

N B

S B

M T

B Y :

U E

D A T

C O

A C T

N O

S O

A T

N O

U S

A R

M Y

C O

O F

R S

B Y:

US Army Corps of Engineers ®

" x

N A

O F

N U

M B

T S

T D

A T E

SHEET OF

A S

S H

O W

1 5

:0 4:

A T B

E L O

W W

, C

A K E, V A

-N

O V-

Norfolk District

S-5

N O

, V

R I E

E S

A N

D A

C C

R I E

S- 5-

K D

N D

A P

1 1/2" = 1'-0"

VMN-42 STRUT CONNECTION

1 1/2" = 1'-0"

VMN-47 NUT

1 1/2" = 1'-0"

VMN-48 STRUT PIN

1 1/2" = 1'-0"

VMN-50 CONNECTING ROD PIN

1 1/2" = 1'-0"

VMN-53 ROCKER

1 1/2" = 1'-0"

VMN-57 ROCKER PIN

1 1/2" = 1'-0"

VMN-108 ROCKER BASE 12" 24"

SCALE: 1 1/2" = 1' - 0"

US Army Corps of Engineers

Norfolk, Virginia 23510

SPECIFICATIONS

Lock Valves and Accessories Great Bridge Lock Chesapeake, Virginia

Structural Section

Norfolk, Virginia

LOCK VALVES AND ACCESSORIES GBBUTTERFLY

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00.00 50

01 22 00.00 10 01 30 00.00 50 01 32 01.00 50 01 33 00 01 42 00 01 45 00.00 50

SUMMARY OF WORK FOR BUTTERFLY VALVE AND ACCESSORY

FABRICATION

MEASUREMENT AND PAYMENT

ADMINISTRATIVE REQUIREMENTS FOR NORFOLK DISTRICT PROJECTS

PROJECT SCHEDULE

SUBMITTAL PROCEDURES

SOURCES FOR REFERENCE PUBLICATIONS

QUALITY CONTROL FOR NORFOLK DISTRICT PROJECTS

DIVISION 05 - METALS

05 50 14 STRUCTURAL METAL FABRICATIONS

DIVISION 09 - FINISHES

09 97 02 PAINTING: HYDRAULIC STRUCTURES

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 20 16.65 BUTTERFLY VALVES AND ACCESSORIES

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

SECTION 01 11 00.00 50

SUMMARY OF WORK FOR BUTTERFLY VALVE AND ACCESSORY FABRICATION

2/2013

PART 1 GENERAL

1.1 DEFINITIONS

Not Used

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

The work includes the fabrication and delivery of (2) replacement butterfly valves, including subcomponents, plus additional valve frames and accessories as described, for the Relief Tunnel for the Great Bridge AIWW locks and incidental related work.

1.2.2 Delivery

The items to be furnished under this contract shall be delivered by river or by truck to the Grea Bridge Atlantic Intercoastal Waterway Locks, Reservation Rd., Chesapeake, Va. The exact location will be shown by the Contracting Officer.

Shipments are received at the reservation between 8:00 am and 3:00 PM, Monday through Friday, Federal holidays excluded. Each item shall be supported on blocking and sufficiently secured for transport. Upon delivery to Great Bridge Reservation, the Contractor and Contracting Officer shall perform a joint inspection of the items prior to offloading. The Contractor shall document any additional damages that may have occurred during shipment. After this inspection is completed, the Government will off-load the items from the Contractor's barge or truck. The Government will provide a crane and operator and labor to unload the items. The Contractor shall notify the Contracting Officer at least 30 days prior to the date of delivery so that Government personnel can be scheduled. The Contractor shall notify the Contracting Officer at least 48 hours prior to the approximate time of delivery. The Contractor shall be responsible for repair of any damages that occur during shipment of the items to the Government. All damages shall be corrected to the satisfaction of the Contracting Officer at the Contractor's expense.

1.3 TRANSPORTATION FACILITIES

The Lock Facility is served by an all weather surfaced road network.

Road(s) within the Facility to be used by the Contractor upon delivery shall be indicated by the contracting officer.

PART 2 PRODUCTS

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PART 3 EXECUTION

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SECTION 01 11 00.00 50 Page 2

SECTION 01 22 00.00 10

MEASUREMENT AND PAYMENT

04/06

PART 1 GENERAL

1.1 UNIT PRICE PAYMENT ITEMS

Payment items for the work of this contract on which the contract unit price payments will be made are listed in the BIDDING SCHEDULE and described below. The unit price and payment made for each item listed shall constitute full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for each of the unit price items.

1.1.1 Butterfly Valves

1.1.1.1 Payment

Payment for acceptably fabricated butterfly valves shall include full compensation for the materials, fabrication, delivery, storage, inspection, and testing. Payment shall include all advanced planning and engineering;

detailing and preparation of required plans and computations; and all other incidental costs to furnish and deliver the items, as shown on the contract drawings and specified.

1.1.1.2 Measurement

Measurement will be based on the number of butterfly valves of each size fabricated and delivered as specified.

1.1.1.3 Unit of Measure

Unit of measure: Each.

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PART 3 EXECUTION

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SECTION 01 22 00.00 10 Page 1

SECTION 01 30 00.00 50

ADMINISTRATIVE REQUIREMENTS FOR NORFOLK DISTRICT PROJECTS

2/2013

PART 1 GENERAL

1.1 MINIMUM INSURANCE REQUIREMENTS

Procure and maintain during the entire period of performance under this contract the following minimum insurance coverage:

a. Comprehensive general liability: $500,000 per occurrence

b. Automobile liability: $200,000 per person, $500,000 per occurrence for bodily injury, $20,000 per occurrence for property damage

c. Workmen's compensation as required by Federal and State workers' compensation and occupational disease laws.

d. Employer's liability coverage of $100,000, except in States where workers compensation may not be written by private carriers.

1.2 SUPERVISION

Have at least one qualified supervisor capable of reading, writing, and conversing fluently in the English language on the job site during working hours. In addition, if a Quality Control (QC) representative is required on the contract, then that individual shall also have fluent English communication skills.

1.3 PRECONSTRUCTION CONFERENCE

After award of the contract but prior to commencement of any work at the site, meet with the Contracting Officer to discuss and develop a mutual understanding relative to the administration of the safety program, preparation of the schedule of prices, shop drawings, and other submittals, scheduling programming and prosecution of the work. Major subcontractors who will engage in the work shall also attend.

1.4 AVAILABILITY OF CADD DRAWING FILES

After award and upon request, the electronic "Computer-Aided Drafting and Design (CADD)" drawing files will only be made available to the Contractor for use in preparation of construction data related to the referenced contract subject to the following terms and conditions.

Data contained on these electronic files shall not be used for any purpose other than as a convenience in the preparation of construction data for the referenced project. Any other use or reuse shall be at the sole risk of the Contractor and without liability or legal exposure to the Government.

The Contractor shall make no claim and waives to the fullest extent permitted by law, any claim or cause of action of any nature against the Government, its agents or sub consultants that may arise out of or in connection with the use of these electronic files. The Contractor shall, to the fullest extent permitted by law, indemnify and hold the Government harmless against all damages, liabilities or costs, including reasonable attorney's fees and defense costs, arising out of or resulting from the use

SECTION 01 30 00.00 50 Page 1 of these electronic files.

These electronic CADD drawing files are not construction documents.

Differences may exist between the CADD files and the corresponding construction documents. The Government makes no representation regarding the accuracy or completeness of the electronic CADD files, nor does it make representation to the compatibility of these files with the Contractors hardware or software. In the event that a conflict arises between the signed and sealed construction documents prepared by the Government and the furnished CADD files, the signed and sealed construction documents shall govern. The Contractor is responsible for determining if any conflict exists. Use of these CADD files does not relieve the Contractor of duty to fully comply with the contract documents, including and without limitation, the need to check, confirm and coordinate the work of all contractors for the project.

If the Contractor uses, duplicates and/or modifies these electronic CADD files for use in producing construction drawings and data related to this contract, all previous indicia of ownership (seals, logos, signatures, initials and dates) shall be removed.

1.5 ELECTRONIC MAIL (E-MAIL) ADDRESS

The Contractor shall establish and maintain electronic mail (e-mail) capability along with the capability to open various electronic attachments in Microsoft, Adobe Acrobat, and other similar formats. Within 10 days after contract award, the Contractor shall provide the Contracting Officer a single (only one) e-mail address for electronic communications from the Contracting Officer related to this contract including, but not limited to contract documents, invoice information, request for proposals, and other correspondence. The Contracting Officer may also use email to notify the Contractor of base access conditions when emergency conditions warrant, such as hurricanes, terrorist threats, etc. Multiple email address will not allowed.

It is the Contractor's responsibility to make timely distribution of all Contracting Officer initiated e-mail with its own organization including field office(s). The Contractor shall promptly notify the Contracting Officer, in writing, of any changes to this email address.

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SECTION 01 30 00.00 50 Page 2

SECTION 01 32 01.00 50

PROJECT SCHEDULE

02/13

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Project Schedule; G

1.2 QUALITY ASSURANCE

Designate an authorized representative to be responsible for the preparation of the schedule and all required updating (activity status) and preparation of reports. The authorized representative shall have previously developed, created, and maintained at least 2 electronic schedules for projects similar in nature and complexity to this project and shall be experienced in the use of the scheduling software that meets the requirements of this specification.

PART 2 PRODUCTS

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PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

Prepare for approval a Project Schedule, as specified herein, pursuant to the Contract Clause, SCHEDULE FOR CONSTRUCTION CONTRACTS. Show in the schedule the sequence in which the Contractor proposes to perform the work and dates on which the Contractor contemplates starting and completing all schedule activities. The scheduling of the entire project, including the design and construction sequences, is required. The scheduling of fabrication and delivery is the responsibility of the Contractor.

Contractor management personnel shall actively participate in its development. Subcontractors and suppliers working on the project shall also contribute in developing and maintaining an accurate Project Schedule. Provide a schedule that is a forward planning as well as a project monitoring tool.

3.1.1 Fabrication and Assembly Scheduling

Provide a minimum notice of seven calendar days to the Contracting Officer Representative of the planned schedule for fabrication or assembly of Butterfly Valves, components, or accessories. In the event of a change in fabrication or assembly schedule, seven calendar days notice shall be maintained for all days added to the schedule previously provided to the

SECTION 01 32 01.00 50 Page 1

Contracting Officer Representative.

3.1.2 Approved Project Schedule

Use the approved Project Schedule to measure the progress of the work and to aid in evaluating time extensions. Make the schedule cost loaded and activity coded. The schedule will provide the basis for all progress payments. If the Contractor fails to submit any schedule within the time prescribed, the Contracting Officer may withhold approval of progress payments until the Contractor submits the required schedule.

3.1.3 Default Terms

Failure of the Contractor to comply with the requirements of the Contracting Officer shall be grounds for a determination, by the Contracting Officer, that the Contractor is not prosecuting the work with sufficient diligence to ensure completion within the time specified in the contract. Upon making this determination, the Contracting Officer may terminate the Contractor's right to proceed with the work, or any separable part of it, in accordance with the default terms of the contract.

3.2 BASIS FOR PAYMENT AND COST LOADING

Use the schedule as the basis for determining contract earnings during each update period and therefore the amount of each progress payment. Lack of an approved schedule update, or qualified scheduling personnel, will result in the inability of the Contracting Officer to evaluate contract earned value for the purposes of payment. Failure of the Contractor to provide all required information will result in the disapproval of the preliminary, initial and subsequent schedule updates. In the event schedule revisions are directed by the Contracting Officer and those revisions have not been included in subsequent revisions or updates, the Contracting Officer may hold retainage up to the maximum allowed by contract, each payment period, until such revisions to the Project Schedule have been made. Activity cost loading shall be reasonable, as determined by the Contracting Officer. The aggregate value of all activities coded to a contract CLIN shall equal the value of the CLIN on the Schedule.

3.3 PROJECT SCHEDULE DETAILED REQUIREMENTS

The computer software system utilized to produce and update the Project Schedule shall be capable of meeting all requirements of this specification. Failure of the Contractor to meet the requirements of this specification will result in the disapproval of the schedule.

3.3.1 Critical Path Method

Due to the size of the project, the contractor shall prepare a simple schedule showing the fabrication and delivery of listed components.

3.3.2 Level of Detail Required

Develop the Project Schedule to an appropriate level of detail. Failure to develop the Project Schedule to an appropriate level of detail, as determined by the Contracting Officer, will result in its disapproval. The Contracting Officer will consider, but is not limited to, the following characteristics and requirements to determine appropriate level of detail:

SECTION 01 32 01.00 50 Page 2

3.3.2.1 Activity Durations

Reasonable activity durations are those that allow the progress of ongoing activities to be accurately determined between update periods. Less than 2 percent of all non-procurement activities shall have Original Durations (OD) greater than 20 work days or 30 calendar days. Procurement activities are defined herein.

3.3.2.2 Procurement Activities

The schedule must include activities associated with the submittal, approval, procurement, fabrication and delivery of long lead materials, equipment, fabricated assemblies and supplies. Long lead procurement activities are those with an anticipated procurement sequence of over 90 calendar days. A typical procurement sequence includes the string of activities: submit, approve, procure, fabricate, and deliver.

3.3.2.3 Mandatory Tasks

The following tasks must be included and properly scheduled:

a. Submission, review and acceptance of product data and shop drawing packages.

b. Contractor's pre-final inspection.

c. Correction of punchlist from Contractor's pre-final inspection.

d. Government's pre-final inspection.

e. Correction of punch list from Government's pre-final inspection.

f. Final inspection.

g. Delivery.

3.3.2.4 Government Activities

Show Government and other agency activities that could impact progress.

These activities include, but are not limited to: approvals, inspections, Government Furnished Equipment (GFE) and Notice to Proceed (NTP) for phasing requirements.

3.3.2.5 Activity Responsibility Coding (RESP)

Assign responsibility Code for all activities to the Prime Contractor, Subcontractor or Government agency responsible for performing the activity.

Activities coded with a Government Responsibility code include, but are not limited to: Government approvals, and Notice to Proceed (NTP). Code all activities not coded with a Government Responsibility Code to the Prime Contractor or Subcontractor responsible to perform the work. Activities shall not have more than one Responsibility Code. Examples of acceptable activity code values are: DOR (for the designer of record); and GOVT (for USACE). Unacceptable code values are abbreviations of the names of subcontractors.

3.4 DIRECTED CHANGES

If the NTP is issued for changes prior to settlement of price and/or time, submit proposed schedule revisions to the Contracting Officer within 2

SECTION 01 32 01.00 50 Page 3 weeks of the NTP being issued. The Contracting Officer will approve proposed revisions to the schedule prior to inclusion of those changes within the project schedule. If the Contractor fails to submit the proposed revisions, the Contracting Officer may furnish the Contractor with suggested revisions to the project schedule. Include these revisions in the project schedule until revisions are submitted, and final changes and impacts have been negotiated. If the Contractor has any objections to the revisions furnished by the Contracting Officer, advise the Contracting Officer within 2 weeks of receipt of the revisions. Regardless of the objections, continue to update the schedule with the Contracting Officer's revisions until a mutual agreement in the revisions is reached. If the Contractor fails to submit alternative revisions within 2 weeks of receipt of the Contracting Officer's proposed revisions, the Contractor will be deemed to have concurred with the Contracting Officer's proposed revisions. The proposed revisions will then be the basis for an equitable adjustment for performance of the work.

3.5 WEEKLY PROGRESS MEETINGS

a. Meet weekly with the Government (or as otherwise mutually agreed to) between the meetings described in paragraph PERIODIC SCHEDULE UPDATE MEETINGS for the purpose of jointly reviewing the actual progress of the project as compared to the as planned progress and to review planned activities for the upcoming two weeks. The then current and approved schedule update shall be used for the purposes of this meeting and for the production and review of reports. The Contractor's Project Manager and the Authorized Representative of the Contracting Officer shall attend. The weekly progress meeting will address the status of RFI's, RFP's and Submittals.

b. Provide a bar chart produced by the scheduling software, organized by Total Float and Sorted by Early Start Date, and a two week "look-ahead" schedule by filtering all schedule activities to show only current ongoing activities and activities schedule to start during the upcoming two weeks, organized by Work Area Code (AREA) and sorted by Early Start Date.

c. The Government and the Contractor shall jointly review the reports. If it appears that activities on the longest path(s) which are currently driving the calculated completion date (driving activities), are not progressing satisfactorily and therefore could jeopardize timely project completion, corrective action must be taken immediately.

Corrective action includes but is not limited to: increasing the number of work crews; increasing the number of work shifts; increasing the number of hours worked per shift; and determining if Government responsibility coded activities require Government corrective action.

3.6 OWNERSHIP OF FLOAT

Float available in the schedule, at any time, shall not be considered for the exclusive use of either the Government or the Contractor.

3.7 TRANSFER OF SCHEDULE DATA INTO RMS/QCS

Download and upload the schedule data into the Resident Management System (RMS) prior to RMS databases being transferred to the Government and is considered to be additional supporting data in a form and detail required by the Contracting Officer pursuant to FAR 52.232-5 - Payments under Fixed-Price Construction Contracts. The receipt of a proper payment

SECTION 01 32 01.00 50 Page 4 request pursuant to FAR 52.232-27 - Prompt Payment for Construction Contracts is contingent upon the Government receiving both acceptable and approvable hard copies and electronic export from QCS of the application for progress payment.

SECTION 01 32 01.00 50 Page 5

SECTION 01 33 00

SUBMITTAL PROCEDURES

05/11

PART 1 GENERAL

1.1 SUMMARY

The Contracting Officer may request submittals in addition to those specified when deemed necessary to adequately describe the work covered in the respective sections.

Units of weights and measures used on all submittals are to be the same as those used in the contract drawings.

Each submittal is to be complete and in sufficient detail to allow ready determination of compliance with contract requirements.

Contractor's Quality Control (CQC) System Manager to check and approve all items prior to submittal and stamp, sign, and date indicating action taken.

Proposed deviations from the contract requirements are to be clearly identified. Include within submittals items such as: Contractor's, manufacturer's, or fabricator's drawings; descriptive literature including (but not limited to) catalog cuts, diagrams, operating charts or curves;

test reports; test cylinders; samples; O&M manuals (including parts list); certifications; warranties; and other such required submittals.

Submittals requiring Government approval are to be scheduled and made prior to the acquisition of the material or equipment covered thereby. Pick up and dispose of samples not incorporated into the work in accordance with manufacturer's Material Safety Data Sheets (MSDS) and in compliance with existing laws and regulations.

1.2 DEFINITIONS

1.2.1 Submittal Descriptions (SD)

Submittals requirements are specified in the technical sections.

Submittals are identified by Submittal Description (SD) numbers and titles as follows:

SD-01 Preconstruction Submittals

Submittals which are required prior to start of fabrication (work) includes schedules, tabular list of data, or tabular list including location, features, or other pertinent information regarding products, materials, equipment, or components to be used in the work.

Certificates of insurance

Surety bonds

List of proposed Subcontractors

Construction Progress Schedule

SECTION 01 33 00 Page 1

Submittal register

Health and safety plan

Work plan

Quality Control(QC) plan

Environmental protection plan

SD-02 Shop Drawings

Drawings, diagrams and schedules specifically prepared to illustrate some portion of the work.

Diagrams and instructions from a manufacturer or fabricator for use in producing the product and as aids to the Contractor for integrating the product or system into the project.

Drawings prepared by or for the Contractor to show how multiple systems and interdisciplinary work will be coordinated.

SD-03 Product Data

Catalog cuts, illustrations, schedules, diagrams, performance charts, instructions and brochures illustrating size, physical appearance and other characteristics of materials, systems or equipment for some portion of the work.

Samples of warranty language when the contract requires extended product warranties.

SD-04 Samples

Fabricated or unfabricated physical examples of materials, equipment or workmanship that illustrate functional and aesthetic characteristics of a material or product and establish standards by which the work can be judged.

Color samples from the manufacturer's standard line (or custom color samples if specified) to be used in selecting or approving colors for the project.

Field samples and mock-ups constructed on the project site establish standards by which the ensuring work can be judged. Includes assemblies or portions of assemblies which are to be incorporated into the project and those which will be removed at conclusion of the work.

SD-06 Test Reports

Report signed by authorized official of testing laboratory that a material, product or system identical to the material, product or system to be provided has been tested in accord with specified requirements. (Testing must have been within three years of date of contract award for the project.)

Report which includes findings of a test required to be performed by the Contractor on an actual portion of the work or prototype prepared for the project before shipment to job site.

SECTION 01 33 00 Page 2

Report which includes finding of a test made at the job site or on sample taken from the job site, on portion of work during or after installation.

Investigation reports.

Daily logs and checklists.

Final acceptance test and operational test procedure.

SD-07 Certificates

Statements printed on the manufacturer's letterhead and signed by responsible officials of manufacturer of product, system or material attesting that product, system or material meets specification requirements. Must be dated after award of project contract and clearly name the project.

Document required of Contractor, or of a manufacturer, supplier, installer or Subcontractor through Contractor, the purpose of which is to further quality of orderly progression of a portion of the work by documenting procedures, acceptability of methods or personnel qualifications.

Confined space entry permits.

Text of posted operating instructions.

1.2.2 Approving Authority

Office or designated person authorized to approve submittal.

1.2.3 Work

As used in this section, on- and off-site construction required by contract documents, including labor necessary to produce submittals, except those SD-01 Pre-Construction Submittals noted above, construction, materials, products, equipment, and systems incorporated or to be incorporated in such construction.

1.3 SUBMITTALS

Submit Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only.

the following in accordance with this section.

SD-01 Preconstruction Submittals

Submittal Register; G

1.4 SUBMITTAL CLASSIFICATION

Submittals are classified as follows:

1.4.1 Government Approved G

Government approval is required for extensions of design, critical materials, deviations, equipment whose compatibility with the entire system

SECTION 01 33 00 Page 3 must be checked, and other items as designated by the Contracting Officer.

Within the terms of the Contract Clause entitled, "Specifications and Drawings for Construction," they are considered to be "shop drawings."

1.4.2 Information Only

Submittals not requiring Government approval will be for information only.

They are not considered to be "shop drawings" within the terms of the Contract Clause referred to above.

1.5 PREPARATION

1.5.1 Transmittal Form

Use the attached sample transmittal form (ENG Form 4025) for submitting both Government approved and information only submittals in accordance with the instructions on the reverse side of the form. These forms will be furnished to the Contractor. Properly complete this form by filling out all the heading blank spaces and identifying each item submitted. Exercise special care to ensure proper listing of the specification paragraph and sheet number of the contract drawings pertinent to the data submitted for each item.

1.6 INFORMATION ONLY SUBMITTALS

Normally submittals for information only will not be returned. Approval of the Contracting Officer is not required on information only submittals.

The Government reserves the right to require the Contractor to resubmit any item found not to comply with the contract. This does not relieve the Contractor from the obligation to furnish material conforming to the plans and specifications; will not prevent the Contracting Officer from requiring removal and replacement of nonconforming material incorporated in the work; and does not relieve the Contractor of the requirement to furnish samples for testing by the Government laboratory or for check testing by the Government in those instances where the technical specifications so prescribe.

1.7 VARIATIONS

Variations from contract requirements require both Designer of Record (DOR) and Government approval pursuant to contract Clause FAR 52.236-21 and will be considered where advantageous to Government.

1.7.1 Considering Variations

Discussion with Contracting Officer prior to submission, after consulting with the DOR, will help ensure functional and quality requirements are met and minimize rejections and re-submittals. When contemplating a variation which results in lower cost, consider submission of the variation as a Value Engineering Change Proposal (VECP).

Specifically point out variations from contract requirements in transmittal letters. Failure to point out deviations may result in the Government requiring rejection and removal of such work at no additional cost to the Government.

1.7.2 Proposing Variations

When proposing variation, deliver written request to the Contracting

SECTION 01 33 00 Page 4

Officer, with documentation of the nature and features of the variation and why the variation is desirable and beneficial to Government, including the DOR's written analysis and approval. If lower cost is a benefit, also include an estimate of the cost savings. In addition to documentation required for variation, include the submittals required for the item.

Clearly mark the proposed variation in all documentation.

Check the column "variation" of ENG Form 4025 for submittals which include proposed deviations requested by the Contractor. Set forth in writing the reason for any deviations and annotate such deviations on the submittal.

The Government reserves the right to rescind inadvertent approval of submittals containing unnoted deviations.

1.7.3 Warranting That Variations Are Compatible

When delivering a variation for approval, Contractor, including its Designer(s) of Record, warrants that this contract has been reviewed to establish that the variation, if incorporated, will be compatible with other elements of work.

1.7.4 Review Schedule Is Modified

In addition to normal submittal review period, a period of 10working days will be allowed for consideration by the Government of submittals with variations.

1.8 SUBMITTAL REGISTER

Prepare and maintain submittal register, as the work progresses. Do not change data which is output in columns (c), (d), (e), and (f) as delivered by Government; retain data which is output in columns (a), (g), (h), and

(i) as approved. A submittal register showing items of equipment and materials for which submittals are required by the specifications is provided as an attachment. This list may not be all inclusive and additional submittals may be required. Maintain a submittal register for the project in accordance with Section 01 45 00.00 50 QUALITY CONTROL FOR NORFOLK DISTRICT PROJECTS. The Government will provide the initial submittal register in electronic format with the following fields completed, to the extent that will be required by the Government during subsequent usage.

Column (c): Lists specification section in which submittal is required.

Column (d): Lists each submittal description (SD No. and type, e.g. SD-02 Shop Drawings) required in each specification section.

Column (e): Lists one principal paragraph in specification section where a material or product is specified. This listing is only to facilitate locating submitted requirements. Do not consider entries in column (e) as limiting project requirements.

Thereafter, the Contractor is to track all submittals by maintaining a complete list, including completion of all data columns, including dates on which submittals are received and returned by the Government.

1.8.1 Use of Submittal Register

Submit submittal register. Submit with QC plan and project schedule.

SECTION 01 33 00 Page 5

Verify that all submittals required for project are listed and add missing submittals. Coordinate and complete the following fields on the register submitted with the QC plan and the project schedule:

Column (a) Activity Number: Activity number from the project schedule.

Column (g) Contractor Submit Date: Scheduled date for approving authority to receive submittals.

Column (h) Contractor Approval Date: Date Contractor needs approval of submittal.

Column (i) Contractor Material: Date that Contractor needs material delivered to Contractor control.

1.8.2 Contractor Use of Submittal Register

Update the following fields with each submittal throughout contract.

Column (b) Transmittal Number: Contractor assigned list of consecutive numbers.

Column (j) Action Code (k): Date of action used to record Contractor's review when forwarding submittals to QC.

Column (l) List date of submittal transmission.

Column (q) List date approval received.

1.8.3 Approving Authority Use of Submittal Register

Update the following fields.

Column (b) Transmittal Number: Contractor assigned list of consecutive numbers.

Column (l) List date of submittal receipt.

Column (m) through (p) List Date related to review actions.

1.8.4

Column (q) List date returned to Contractor.

Copies Delivered to the Government

Deliver one copy of submittal register updated by Contractor to Government with each invoice request.

1.9 SCHEDULING

Schedule and submit concurrently submittals covering component items forming a system or items that are interrelated. Include certifications to be submitted with the pertinent drawings at the same time. No delay damages or time extensions will be allowed for time lost in late submittals.

a. Coordinate scheduling, sequencing, preparing and processing of submittals with performance of work so that work will not be delayed by submittal processing. Allow for potential resubmittal of requirements.

SECTION 01 33 00 Page 6

b. Submittals called for by the contract documents will be listed on the register. If a submittal is called for but does not pertain to the contract work, the Contractor is to include the submittal in the register and annotate it "N/A" with a brief explanation. Approval by the Contracting Officer does not relieve the Contractor of supplying submittals required by the contract documents but which have been omitted from the register or marked "N/A."

c. Re-submit register and annotate monthly by the Contractor with actual submission and approval dates. When all items on the register have been fully approved, no further re-submittal is required.

d. Carefully control procurement operations to ensure that each individual submittal is made on or before the Contractor scheduled submittal date shown on the approved "Submittal Register."

1.10 GOVERNMENT APPROVING AUTHORITY

When approving authority is Contracting Officer, the Government will:

a. Note date on which submittal was received.

b. Review submittals for approval within scheduling period specified and only for conformance with project design concepts and compliance with contract documents.

c. Identify returned submittals with one of the actions defined in paragraph entitled, "Review Notations," of this section and with markings appropriate for action indicated.

Upon completion of review of submittals requiring Government approval, stamp and date approved submittals. 2 copies of the approved submittal will be retained by the Contracting Officer and 1 copies of the submittal will be returned to the Contractor. If the Government performs a conformance review of other Designer of Record approved submittals, the submittals will be so identified and returned, as described above.

1.11 DISAPPROVED OR REJECTED SUBMITTALS

Contractor shall make corrections required by the Contracting Officer. If the Contractor considers any correction or notation on the returned submittals to constitute a change to the contract drawings or specifications; notice as required under the clause entitled, "Changes," is to be given to the Contracting Officer. Contractor is responsible for the dimensions and design of connection details and construction of work.

Failure to point out deviations may result in the Government requiring rejection and removal of such work at the Contractor's expense.

If changes are necessary to submittals, the Contractor shall make such revisions and submission of the submittals in accordance with the procedures above. No item of work requiring a submittal change is to be accomplished until the changed submittals are approved.

1.12 APPROVED/ACCEPTED SUBMITTALS

The Contracting Officer's approval or acceptance of submittals is not to be construed as a complete check, and indicates only that the general method of construction, materials, detailing and other information are

SECTION 01 33 00 Page 7 satisfactory.

Approval or acceptance will not relieve the Contractor…

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File details come from the government source that posted it. Updated Nov 14, 2017.