A.07.24_-_REVISED_FINAL_DESIGN_SPECIFICATIONS_as_of_20181115.pdf

Final Corrected Submittal

Basewide Storm Sewer Rehabilitation Project

Defense Supply Center, Richmond

CONTRACT NO. W91236-14-D-0028

Specifications

Prepared by:

WSP

277 Bendix Road, Suite 300 Virginia Beach, VA 23452

April 6, 2018 Revised November 2018 swaffordj melissa

Storm Sewer Repair at DLA/DSCR Richmond W91236-14D-0028

PROJECT TABLE OF CONTENTS

DIVISION 00 – PROCUREMENT AND CONTRACTING REQUIREMENTS

00 01 15 LIST OF DRAWINGS

00 22 13.00 20 SUPPLEMENTARY INSTRUCTIONS TO OFFERORS

DIVISION 01 – GENERAL REQUIREMENTS

01 11 00.00 SUMMARY OF WORK

01 14 00 WORK RESTRICTIONS

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 32 01.00 10 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 02.00 10 QUALITY CONTROL SYSTEM

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 78 02 CLOSEOUT SUBMITTALS

DIVISION 02 – EXISTING CONDITIONS

02 41 00 DEMOLITION AND RECONSTRUCTION

02 61 13 EXCAVATION AND HANDLING OF CONTAMINATED MATERIAL

02 81 00 TRANSPORATION AND HANDLING OF HAZARDOUS MATERIAL

02 82 13.00 10 ASBESTOS ABATEMENT

DIVISION 03 – GENERAL REQUIREMENTS

03 01 32 CONCRETE REHABILITATION FOR CIVIL WORKS

03 30 00.00 10 CAST-IN-PLACE CONCRETE

03 30 53 MISCELLANEOUS CAST-IN-PLACE CONCRETE

DIVISION 31 – EARTHWORK

31 00 00 EARTHWORK

31 05 19 GEOTEXTILE

31 32 11 SOIL SURFACE EROSION CONTROL

DIVISION 32 – EXTERIOR IMPROVEMENTS

32 01 19 SEALANTS FOR SEALING JOINTS IN RIGID PAVEMENTS

32 05 33 LANDSCAPE ESTABLISHMENT

32 11 00 DRAINAGE LAYER

32 13 13.06 PORTLAND CEMENT CONCRETE PAVEMENT FOR ROADS AND SITE

FACILITIES

32 16 13 CONCRETE SIDEWALKS AND CURBS AND GUTTERS

32 31 13 CHAIN LINK FENCE AND GATES

32 31 13.53 HIGH-SECURITY CHAIN LINK FENCES AND GATES

32 92 19 SEEDING

DIVISION 33 – EXTERIOR IMPROVEMENTS

33 01 30.16 TV INSPECTION OF SEWER PIPELINES

33 01 99 SLIP LINING OF EXISTING PIPING

Storm Sewer Repair at DLA/DSCR Richmond W91236-14D-0028

33 40 00 STORM DRAINAGE UTILITIES

VDOT 2016 ROAD AND BRIDGE SPECIFICATIONS

SECTION 201 MINERAL FILLER

SECTION 202 FINE AGGREGATE

SECTION 203 COARSE AGGREGATE

SECTION 205 CRUSHER RUN AGGREGATE

SECTION 208 SUBBASE AND AGGREGATE BASE MATERIAL

SECTION 210 ASPHALT MATERIAL

SECTION 211 ASPHALT CONCRETE

SECTION 234 GLASS BEADS FOR REFLECTORIZING TRAFFIC MARKINGS

SECTION 235 RETROREFLECTORS

SECTION 239 SODIUM CHLORIDE AND CALCIUM CHLORIDE

SECTION 246 PAVEMENT MARKINGS

SECTION 247 REFLECTIVE SHEETING

SECTION 308 SUBBASE COURSE

SECTION 309 AGGREGATE BASE COURSE

SECTION 310 TACK COAT

SECTION 311 PRIME COAT

SECTION 315 ASPHALT CONCRETE PLACEMENT

SECTION 605 ASPHALT CONCRETE MIX (PERMABLE PAVEMENT DESIGN)

SECTION 701 TRAFFIC SIGNS

SECTION 704 PAVEMENT MARKINGS AND MARKERS

DOCUMENT 00 01 15

LIST OF DRAWINGS

02/11

PART 1 GENERAL

1.1 SUMMARY

This section lists the drawings for the project pursuant to contract clause "DFARS 252.236-7001, Contract Drawings, Maps and Specifications."

1.2 CONTRACT DRAWINGS

Contract drawings are as follows:

DRAWING NO. SHEET ID TITLE

1 of 76 G-001 COVER SHEET

2 of 76 G-002 INDEX OF SHEETS

3 of 76 G-003 LAYOUT SHEET

4 of 76 G-004 GENERAL NOTES

5 of 76 G-005 GENERAL NOTES

6 of 76 G-006 ENVIRONMENTAL GENERAL NOTES

7 of 76 G-007 ENVIRONMENTAL GENERAL NOTES

8 of 76 G-008 STORM SEWER REHAB SUMMARY

9 of 76 G-008A STORM SEWER REHAB SUMMARY

10 of 76 G-008B STORM SEWER REHAB SUMMARY

11 of 76 G-008C STORM SEWER REHAB SUMMARY

12 of 76 G-008D STORM SEWER REHAB SUMMARY

13 of 76 G-008E STORM SEWER REHAB SUMMARY

14 of 76 G-008F STORM SEWER REHAB SUMMARY

15 of 76 G-008G STORM SEWER REHAB SUMMARY

16 of 76 G-008H STORM SEWER REHAB SUMMARY

17 of 76 G-008J STORM SEWER REHAB SUMMARY

18 of 76 G-008K STORM SEWER REHAB SUMMARY

19 of 76 G-008L STORM SEWER REHAB SUMMARY

20 of 76 G-008M STORM SEWER REHAB SUMMARY

DRAWING NO. SHEET ID TITLE

21 of 76 G-008N STORM SEWER REHAB SUMMARY

22 of 76 G-008P STORM SEWER REHAB SUMMARY

23 of 76 G-008R STORM SEWER REHAB SUMMARY

24 of 76 G-008S STORM SEWER REHAB SUMMARY

25 of 76 V-100 EXISTING SITE PLAN KEY SHEET, LEGEND, SURVEY NOTES - OUTFALL

26 of 76 V-101 EXISTING SITE PLAN OUTFALL

27 of 76 V-102 EXISTING SITE PLAN OUTFALL

28 of 76 V-103 EXISTING SITE PLAN KEY SHEET, LEGEND, SURVEY NOTES - NATIONAL GUARD AREA

29 of 76 V-104 EXISTING SITE PLAN - NATIONAL GUARD

AREA

30 of 76 V-105 EXISTING SITE PLAN - NATIONAL GUARD

AREA

31 of 76 C-101 PLAN SHEET

32 of 76 C-102 PLAN SHEET

33 of 76 C-103 PLAN SHEET

34 of 76 C-104 PLAN SHEET

35 of 76 C-105 PLAN SHEET

36 of 76 C-106 PLAN SHEET

37 of 76 C-107 PLAN SHEET

38 of 76 C-108 PLAN SHEET

39 of 76 C-109 PLAN SHEET

40 of 76 C-110 PLAN SHEET

41 of 76 C-111 PLAN SHEET

42 of 76 C-112 PLAN SHEET

43 of 76 C-113 PLAN SHEET

44 of 76 C-114 PLAN SHEET

45 of 76 C-115 PLAN SHEET

46 of 76 C-116 PLAN SHEET

47 of 76 C-117 PLAN SHEET

48 of 76 C-118 PLAN SHEET

49 of 76 C-119 PLAN SHEET

DRAWING NO. SHEET ID TITLE

50 of 76 C-120 PLAN SHEET

51 of 76 C-121 PLAN SHEET

52 of 76 C-122 PLAN SHEET

53 of 76 C-123 PLAN SHEET

54 of 76 C-124 PLAN SHEET

55 of 76 C-125 PLAN SHEET

56 of 76 C-126 PLAN SHEET

57 of 76 C-127 PLAN SHEET

58 of 76 C-128 PLAN SHEET

59 of 76 C-129 PLAN SHEET

60 of 76 C-130 PLAN/PROFILE - POND OUTFALL

61 of 76 C-131 PLAN/PROFILE - POND OUTFALL

62 of 76 C-132 PLAN - NATIONAL GUARD AREA

63 of 76 C-133 PROFILE - NATIONAL GUARD AREA

64 of 76 CU-501 CIVIL DETAILS

65 of 76 CU-502 CIVIL DETAILS

66 of 76 CU-503 CIVIL DETAILS

67 of 76 CU-504 CIVIL DETAILS

68 of 76 CU-505 CIVIL DETAILS

69 of 76 CU-506 CIVIL DETAILS

70 of 76 CU-507 CIVIL DETAILS

71 of 76 CU-508 CIVIL DETAILS

72 of 76 CU-509 CIVIL DETAILS

73 of 76 CU-510 CIVIL DETAILS

74 of 76 CU-511 CIVIL DETAILS

75 of 76 CU-512 CIVIL DETAILS

76 of 76 S-501 STRUCTURAL PARKER POND DETAIL

-- End of Document --

DOCUMENT 00 22 13.00 20

SUPPLEMENTARY INSTRUCTIONS TO OFFERORS

02/14

PART 1 GENERAL

1.1 CONTRACT LINE ITEMS

The terms Offeror and Bidder and versions thereof (offer/bid) have the same definition as used within this contract.

Provide the Contract Line Item (CLIN) lump sum price for the following items:

CLIN 0001-0072 - BASE PRICE. Price includes the following:

CLIN 0001-0072. Price for the entire work Storm Source Rehabilitation Project, in accordance with the drawings and specifications, but excluding work described in Contract Line Item (CLIN) 1001-1004.

CLIN DESCRIPTION QUANTITY UNIT UNIT

PRICE

TOTAL

PRICE

0001 Base-Wide Storm Sewer Rehabilitation, Temporary Facilities, Site Preparations, Concrete Sidewalk Restoration, Borrow Placement, Landscaping, Plugging, Survey, and all work incidental of, complete, as shown in specification within this solicitation, exclusive of CLIN 0002 - CLIN 0072, and Option CLINs 1001 - 1004

1 JOB $ $

0002 Storm Sewer System Pipe Lining , 6-in diameter, complete, as shown in specification within this soilication, exclusive of CLIN 0001, CLIN 0003 - CLIN 0072, and Option CLINs 1001 - 1004

537 LF $ $

0003 Storm Sewer System Pipe Lining, 8-in diameter, complete, as shown in specification within this solicitation, exclusive of CLIN 0001 - CLIN 0002, CLIN 0004 - CLIN 0072, and Option CLINs 1001 -

1409 LF $ $

0004 Storm Sewer System Pipe Lining, 10-in diameter, complete, as shown in specification within this solicitation, exclusive of CLIN 0001 - CLIN 0003, CLIN 0005 - CLIN 0072, and Option CLINs 1001 -

1233 LF $ $

CLIN DESCRIPTION QUANTITY UNIT UNIT

PRICE

TOTAL

PRICE

0005 Storm Sewer System Pipe Lining, 12-in diameter, complete, as shown in specification within this solicitation, exclusive of CLIN 0001 - CLIN 0004, CLIN 0006 - CLIN 0072, and Option CLINs 1001 -

20668 LF $ $

0006 Storm Sewer System Pipe Lining, 15-in diameter, complete, as shown in specification within this solicitation, exclusive of CLIN 0001 - CLIN 0005, CLIN 0007 - CLIN 0072, and Option CLINs 1001 -

15295 LF $ $

0007 Storm Sewer System Pipe Lining, 18-in diameter, complete, as shown in specification within this solicitation, exclusive of CLIN 0001 - CLIN 0006, CLIN 0008 - CLIN 0072, and Option CLINs 1001 -

8166 LF $ $

0008 Storm Sewer System Pipe Lining, 21-in diameter, complete, as shown in specification within this solicitation, exclusive of CLIN 0001 - CLIN 0007, CLIN 0009 - CLIN 0072, and Option CLINs 1001 -

3533 LF $ $

0009 Storm Sewer System Pipe Lining, 24-in diameter, complete, as shown in specification within this solicitation, exclusive of CLIN 0001 - CLIN 0008, CLIN 0010 - CLIN 0072, and Option CLINs 1001 -

8378 LF $ $

0010 Storm Sewer System Pipe Lining, 30-in diameter, complete, as shown in specification within this solicitation, exclusive of CLIN 0001 - CLIN 0009, CLIN 0011 - CLIN 0072, and Option CLINs 1001 -

12383 LF $ $

0011 Storm Sewer System Pipe Lining, 36-in diameter, complete, as shown in specification within this solicitation, exclusive of CLIN 0001 - CLIN 0010, CLIN 0012 - CLIN 0072, and Option CLINs 1001 -

3636 LF $ $

0012 Storm Sewer System Pipe Lining, 48-in diameter, complete, as shown in specification within this solicitation, exclusive of CLIN 0001 - CLIN 0011, CLIN 0013 - CLIN 0072, and Option CLINs 1001 -

2431 LF $ $

TOTAL

PRICE

0013 Storm Sewer System Pipe Lining, 60-in diameter, complete, as shown in specification within this solicitation, exclusive of CLIN 0001 - CLIN 0012, CLIN 0014 - CLIN 0072, and Option CLINs 1001 -

2057 LF $ $

0014 Storm Sewer System Pipe Lining, 72-in diameter, complete, as shown in specification within this solicitation, exclusive of CLIN 0001 - CLIN 0013, CLIN 0015 - CLIN 0072, and Option CLINs 1001 -

72 LF $ $

0015 Segmental Repair Storm Sewer Piping, 15-in CMP, as shown in specification within this solicitation, exclusive of CLIN 0001 - CLIN 0014 , CLIN 0016 - CLIN 0072, and Option CLINs 1001 - 1004

20 LF $ $

0016 Segmental Repair Storm Sewer Piping, 15-in CPP, as shown in specification within this solicitation, exclusive of CLIN 0001 - CLIN 0015, CLIN 0017 - CLIN 0072, and Option CLINs 1001 - 1004

20 LF $ $

0017 Segmental Repair Storm Sewer Piping, 10-in PVC, as shown in specification within this solicitation, exclusive of CLIN 0001 - CLIN 0016, CLIN 0018 - CLIN 0072, and Option CLINs 1001 - 1004

16 LF $ $

0018 Segmental Repair Storm Sewer Piping, 12-in PVC, as shown in specification within this solicitation, exclusive of CLIN 0001 - CLIN 0017, CLIN 0019 - CLIN 0072, and Option CLINs 1001 - 1004

336 LF $ $

0019 Segmental Repair Storm Sewer Piping, 12-in RCP, as shown in specification within this solicitation, exclusive of CLIN 0001 - CLIN 0018, CLIN 0020 - CLIN 0072, and Option CLINs 1001 - 1004

254 LF $ $

0020 Segmental Repair Storm Sewer Piping, 15-in RCP, as shown in specification within this solicitation, exclusive of CLIN 0001 - CLIN 0019, CLIN 0021 - CLIN 0072, and Option CLINs 1001 - 1004

39 LF $ $

0021 Segmental Repair Storm Sewer Piping, 18-in RCP, as shown in specification within this solicitation, exclusive of CLIN 0001 - CLIN 0020, CLIN 0022 - CLIN 0072, and Option CLINs 1001 - 1004

8 LF $ $

0022 Segmental Repair Storm Sewer Piping, 21-in RCP, as shown in specification within this solicitation, exclusive of CLIN 0001 - CLIN 0021, CLIN 0023 - CLIN 0072, and Option CLINs 1001 - 1004

36 LF $ $

TOTAL

PRICE

0023 Segmental Repair Storm Sewer Piping with Dewatering, 12-in RCP, as shown in specification within this solicitation, exclusive of CLIN 0001 - CLIN 0022, CLIN 0024 - CLIN 0072, and Option CLINs 1001 -

40 LF $ $

0024 Segmental Repair Storm Sewer Piping with Dewatering, 15-in RCP, as shown in specification within this solicitation, exclusive of CLIN 0001 - CLIN 0023, CLIN 0025 - CLIN 0072, and Option CLINs 1001 -

134 LF $ $

0025 Segmental Repair Storm Sewer Piping with Dewatering, 24-in RCP, as shown in specification within this solicitation, exclusive of CLIN 0001 - CLIN 0024, CLIN 0026 - CLIN 0072, and Option CLINs 1001 -

241 LF $ $

0026 Segmental Repair Storm Sewer Piping with Dewatering, 27-in RCP, as shown in specification within this solicitation, exclusive of CLIN 0001 - CLIN 0025, CLIN 0027 - CLIN 0072, and Option CLINs 1001 -

32 LF $ $

0027 Replace Storm Sewer Pipe, 12-in RCP, as shown in specification within this solicitation, exclusive of CLIN 0001 - CLIN 0026, CLIN 0028 - CLIN 0072, and Option CLINs 1001 - 1004

176 LF $ $

0028 Replace Storm Sewer Pipe, 15-in RCP, as shown in specification within this solicitation, exclusive of CLIN 0001 - CLIN 0027, CLIN 0029 - CLIN 0072, and Option CLINs 1001 - 1004

64 LF $ $

0029 Replace Storm Sewer Pipe, 18-in RCP, as shown in specification within this solicitation, exclusive of CLIN 0001 - CLIN 0028, CLIN 0030 - CLIN 0072, and Option CLINs 1001 - 1004

172 LF $ $

0030 Replace Storm Sewer Pipe with Dewatering, 12-in RCP, as shown in specification within this solicitation, exclusive of CLIN 0001 - CLIN 0029, CLIN 0031 - CLIN 0072, and Option CLINs 1001 - 1004

285 LF $ $

0031 Replace Storm Sewer Pipe with Dewatering, 15-in RCP, as shown in specification within this solicitation, exclusive of CLIN 0001 - CLIN 0030, CLIN 0032 - CLIN 0072, and Option CLINs 1001 - 1004

233 LF $ $

TOTAL

PRICE

0032 Replace Storm Sewer Pipe with Dewatering, 48-in RCP, as shown in specification within this solicitation, exclusive of CLIN 0001 - CLIN 0031, CLIN 0033 - CLIN 0072, and Option CLINs 1001 - 1004

269 LF $ $

0033 Segmental Repair Storm Sewer Piping, 12-in RCP, Hazardous Material Excavation, as shown in specification within this solicitation, exclusive of CLIN 0001 - CLIN 0032, CLIN 0034 - CLIN 0072, and Option CLINs 1001 - 1004

32 LF $ $

0034 Segmental Repair Storm Sewer Piping, 18-in RCP, Hazardous Material Excavation, as shown in specification within this solicitation, exclusive of CLIN 0001 - CLIN 0033, CLIN 0035 - CLIN 0072, and Option CLINs 1001 - 1004

191 LF $ $

0035 Replace Storm Sewer Piping, 12-in RCP, Hazardous Material Excavation, as shown in specification within this solicitation, exclusive of CLIN 0001 - CLIN 0034, CLIN 0036 - CLIN 0072, and Option CLINs 1001 -

18 LF $ $

0036 Replace Storm Sewer Piping, 18-in RCP, Hazardous Material Excavation, as shown in specification within this solicitation, exclusive of CLIN 0001 - CLIN 0035, CLIN 0037 - CLIN 0072, and Option CLINs 1001 -

55 LF $ $

0037 Segmental Repair Storm Sewer Piping, 12-in RCP, Hazardous Material Excavation with Dewatering, as shown in specification within this solicitation, exclusive of CLIN

0001 - CLIN 0036, CLIN 0038 - CLIN 0072,

and Option CLINs 1001 - 1004

28 LF $ $

0038 Replace Storm Sewer Piping, 12-in RCP, Hazardous Material Excavation with Dewatering, as shown in specification within this solicitation, exclusive of CLIN

0001 - CLIN 0037, CLIN 0039 - CLIN 0072,

and Option CLINs 1001 - 1004

53 LF $ $

0039 Replace Storm Sewer Piping, 18-in RCP, Hazardous Material Excavation with Dewatering, as shown in specification within this solicitation, exclusive of CLIN

0001 - CLIN 0038, CLIN 0040 - CLIN 0072,

and Option CLINs 1001 - 1004

202 LF $ $

TOTAL

PRICE

0040 Adjust Structure Top to Match Grade, complete as shown in specification within this solicitation, exclusive of CLIN 0001 - CLIN 0039, CLIN 0041 - CLIN 0072, and Option CLINs 1001 - 1004

38 EA $ $

0041 Replace Structure Top with Catch Basin Frame , CLIN Cover, complete as shown in specification within this solicitation, exclusive of CLIN 0001 - CLIN 0040, CLIN 0042 - CLIN 0072, and Option CLINs 1001 -

58 EA $ $

0042 Replace Manhole Frame , CLIN Cover, complete as shown in specification within this solicitation, exclusive of CLIN 0001 - CLIN 0041, CLIN 0043 - CLIN 0072, and Option CLINs 1001 - 1004

43 EA $ $

0043 Replace Endwall, complete as shown in specification within this solicitation, exclusive of CLIN 0001 - CLIN 0042, CLIN 0044 - CLIN 0072, and Option CLINs 1001 -

27 EA $ $

0044 Replace Modified Structure In-Kind, complete as shown in specification within this solicitation, exclusive of CLIN 0001 - CLIN 0043, CLIN 0045 - CLIN 0072, and Option CLINs 1001 - 1004

1 EA $ $

0045 Inlet Shaping, complete as shown in specification within this solicitation, exclusive of CLIN 0001 - CLIN 0044, CLIN 0046 - CLIN 0072, and Option CLINs 1001 -

3000 CF $ $

0046 Trench Drain, complete as shown in specification within this solicitation, exclusive of CLIN 0001 - CLIN 0045, CLIN 0047 - CLIN 0072, and Option CLINs 1001 -

8 LF $ $

0047 Catch Basin, complete as shown in specification within this solicitation, exclusive of CLIN 0001 - CLIN 0046, CLIN 0048 - CLIN 0072, and Option CLINs 1001 -

5 EA $ $

0048 Double Catch Basin, complete as shown in specification within this solicitation, exclusive of CLIN 0001 - CLIN 0047, CLIN 0049 - CLIN 0072, and Option CLINs 1001 -

1 EA $ $

0049 Outlet Control Structure - Parker Pond Outfall, complete as shown in specification within this solicitation, exclusive of CLIN

0001 - CLIN 0048, CLIN 0050 - CLIN 0072,

and Option CLINs 1001 - 1004

1 JOB $ $

TOTAL

PRICE

0050 Storm Sewer Sluice Gate, complete as shown in specification within this solicitation, exclusive of CLIN 0001 - CLIN 0049, CLIN 0051 - CLIN 0072, and Option CLINs 1001 -

1 JOB $ $

0051 Pipe, Internal cleaning , CLIN inspection, 4-in to 12-in diameter, complete as shown in specification within this solicitation, exclusive of CLIN 0001 - CLIN 0050, CLIN 0052 - CLIN 0072, and Option CLINs 1001 -

9562 LF $ $

0052 Pipe, Internal cleaning , CLIN inspection, 13-in to 24-in diameter, complete as shown in specification within this solicitation, exclusive of CLIN 0001 - CLIN 0051, CLIN 0053 - CLIN 0072, and Option CLINs 1001 -

23995 LF $ $

0053 Pipe, Internal cleaning , CLIN inspection, 25-in to 30-in diameter, complete as shown in specification within this solicitation, exclusive of CLIN 0001 - CLIN 0052, CLIN 0054 - CLIN 0072, and Option CLINs 1001 -

5396 LF $ $

0054 Pipe, Internal cleaning , CLIN inspection, 31-in to 36-in diameter, complete as shown in specification within this solicitation, exclusive of CLIN 0001 - CLIN 0053, CLIN 0055 - CLIN 0072, and Option CLINs 1001 -

1129 LF $ $

0055 Pipe, Internal cleaning , CLIN inspection, 37-in to 48-in diameter, complete as shown in specification within this solicitation, exclusive of CLIN 0001 - CLIN 0054, CLIN 0056 - CLIN 0072, and Option CLINs 1001 -

1116 LF $ $

0056 Pipe, Internal cleaning , CLIN inspection, 49-in to 60-in diameter, complete as shown in specification within this solicitation, exclusive of CLIN 0001 - CLIN 0055, CLIN 0057 - CLIN 0072, and Option CLINs 1001 -

213 LF $ $

0057 Pipe, Internal cleaning , CLIN inspection, 61-in to 72-in diameter, complete as shown in specification within this solicitation, exclusive of CLIN 0001 - CLIN 0056, CLIN 0058 - CLIN 0072, and Option CLINs 1001 -

10 LF $ $

0058 Excessive Pipeline Cleaning - Pig Method, complete as shown in specification within this solicitation, exclusive of CLIN 0001 - CLIN 0057, CLIN 0059 - CLIN 0072, and Option CLINs 1001 - 1004

290 LF $ $

TOTAL

PRICE

0059 Excessive Debris Removal - Manhole, complete as shown in specification within this solicitation, exclusive of CLIN 0001 - CLIN 0058, CLIN 0060 - CLIN 0072, and Option CLINs 1001 - 1004

8 EA $ $

0060 Excessive Debris Removal - Storm Drainage Inlet, complete as shown in specification within this solicitation, exclusive of CLIN

0001 - CLIN 0059, CLIN 0061 - CLIN 0072,

and Option CLINs 1001 - 1004

4 EA $ $

0061 Structural Repairs, Concrete Structures - Epoxy Repairs, complete as shown in specification within this solicitation, exclusive of CLIN 0001 - CLIN 0060, CLIN 0062 - CLIN 0072, and Option CLINs 1001 -

2725 VLF $ $

0062 Point Spot Repair - Brick Structure Repair, complete as shown in specification within this solicitation, exclusive of CLIN 0001 - CLIN 0061, CLIN 0063 - CLIN 0072, and Option CLINs 1001 - 1004

2725 VLF $ $

0063 Rip Rap Stabilization, complete as shown in specification within this solicitation, exclusive of CLIN 0001 - CLIN 0062, CLIN 0064 - CLIN 0072, and Option CLINs 1001 -

575 SY $ $

0064 Steel Barrier Manproofing, 10-in, complete as shown in specification within this solicitation, exclusive of CLIN 0001 - CLIN 0063, CLIN 0065 - CLIN 0072, and Option CLINs 1001 - 1004

3 EA $ $

0065 Steel Barrier Manproofing, 12-in, complete as shown in specification within this solicitation, exclusive of CLIN 0001 - CLIN 0064, CLIN 0066 - CLIN 0072, and Option CLINs 1001 - 1004

11 EA $ $

0066 Steel Barrier Manproofing, 15-in, complete as shown in specification within this solicitation, exclusive of CLIN 0001 - CLIN 0065, CLIN 0067 - CLIN 0072, and Option CLINs 1001 - 1004

1 EA $ $

0067 Steel Barrier Manproofing, 18-in, complete as shown in specification within this solicitation, exclusive of CLIN 0001 - CLIN 0066, CLIN 0068 - CLIN 0072, and Option CLINs 1001 - 1004

1 EA $ $

TOTAL

PRICE

0068 Steel Barrier Manproofing, 24-in, complete as shown in specification within this solicitation, exclusive of CLIN 0001 - CLIN 0067, CLIN 0069 - CLIN 0072, and Option CLINs 1001 - 1004

1 EA $ $

0069 Steel Barrier Manproofing, 48-in, complete as shown in specification within this solicitation, exclusive of CLIN 0001 - CLIN 0068, CLIN 0070 - CLIN 0072, and Option CLINs 1001 - 1004

1 EA $ $

0070 Curb & Gutter, complete as shown in specification within this solicitation, exclusive of CLIN 0001 - CLIN 0069, CLIN 0071 - CLIN 0072, and Option CLINs 1001 -

200 LF $ $

0071 Rigid Concrete Placement, complete as shown in specification within this solicitation, exclusive of CLIN 0001 - CLIN 0070, CLIN 0072, and Option CLINs 1001 - 1004

400 SY $ $

0072 Ditch Grading, complete as shown in specification within this solicitation, exclusive of CLIN 0001 - CLIN 0071 and Option CLINs 1001 - 1004

2630 LF $ $

CLIN 1001-1004 Option Item No. 1 - Price includes the following:

Price for providing all work in connection with Storm Sewer Rehabilitation Project, complete in accordance with the drawings and specifications.

CLIN DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL

PRICE

1001 Storm Sewer System Pipe Lining, 66-in X 66-in Box Culvert, complete, as shown in specification within this solicitation, exclusive of CLIN 0001 - CLIN 0072 and Option CLINs 1002 - 1004.

This option can be excercised anytime during the period of performance of the base contract

909 LF $ $

CLIN DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL

1002 Storm Sewer System Pipe Lining, 3.75-ft X 5.0-ft Box Culvert, complete, as shown in specification within this solicitation, exclusive of CLIN 0001 - CLIN 0072, and Option CLIN 1001 and Option CLINs 1003 - 1004. This option can be excercised anytime during the period of performance of the base contract

1638 LF $ $

1003 Pipe, Internal Cleaning and Inspection, 66-in X 66-in Box Culvert, complete, as shown in specification within this solicitation, exclusive of CLIN 0001 - CLIN 0072, and Option CLINs 1001 - 1002 and Option CLIN 1004. This option can be excercised anytime during the period of performance of the base contract

741 LF $ $

1004 Pipe, Internal Cleaning and Inspection, 3.75-ft X 5.0-ft Box Culvert, complete, as shown in specification within this solicitation, exclusive of CLIN 0001 - CLIN 0072, and Option CLINs 1001 - 1003. This option can be excercised anytime during the period of performance of the base contract

10 LF $ $

Include the price for supporting, permanent infrastructure under CLIN 0001- 0072 - BASE PRICE. Interior supporting infrastructure includes items such as conduit, junction boxes, electronic door strikes, door hardware, mount-ing hardware, and power connections. Exterior supporting infrastructure in-cludes items such as exterior ductbanks, manholes, utility poles, utility connections, and power connections.

1.2 GENERAL BID NOTES

a. Award will be made on the total sum of Contract Line Item(s) 0001-0072.

If there is a difference between a unit price and the extended total, the unit price will be held to be the intended bid and the total recomputed accordingly. If an Offeror provides a total but fails to enter a unit price, the total divided by the specified quantity will be held to be the intended unit price.

b. The Government reserves the unilateral right to award CLIN 1001-1004 to the Contractor at the proposed price can be exercised anytime during the period of performance of the base contract. A firm fixed proposed price is required for CLIN 0001-0072. No provision is made for eco-nomic price adjustment.

c. Evaluation of Options (JUL 1990). Except when it is determined in accordance with FAR 17.206 (b) not to be in the Government's best interest, the Government will evaluate offers for award purposes by adding the price for the Option(s) to the total price for CLIN 0001- 0072. In accordance with FAR 52.217-5, evaluation of options will not obligate the Government to exercise the Option(s).

d. The Government may reject an offer as nonresponsive if it is materially unbalanced as to prices for the basic requirement and the option quantities. An offer is unbalanced when it is based on prices significantly less than cost for some work and prices which are significantly overstated for other work.

e. If CLIN 1001-1004 is exercised, additional bonding and consent of surety is required. Consequently, the Performance Bond must reflect 100 percent of the aggregate amount of all Items.

f. 1 Measurement Ton (MTON) = 40 cubic feet

g. History has shown that the average billable volume for a 40 ft.

container is 59.0 MTON. There is a weight restriction of 50,000 lbs.

per container, which includes tare weight of the container.

h. Bids will be accepted only from United States of America Contractors.

i. U.S. Contractor: To qualify as a U.S. Contractor, the firm (or if a joint venture, members of the joint venture) must be incorporated in the United States, and must comply with the following:

(1) The principal place of business and corporate headquarters must be in the United States.

(2) The firm must have paid corporate franchise and employment taxes in the United States for a minimum of 2 years. The firm must have filed state and federal income tax declarations for a minimum of 2 corporate years and paid any applicable taxes determined to be due as a result of such filing.

(3) The firm must employ U.S. citizens in key management positions.

j. Joint Ventures: Joint ventures will be permitted provided that members of the joint venture meet the specified requirements for either a U.S.

Contractor or a Portuguese Contractor.

PART 2 PRODUCTS

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PART 3 EXECUTION

Not used.

-- End of Document --

SECTION 01 11 00

SUMMARY OF WORK

08/15

PART 1 GENERAL

1.1 SUBMITTALS

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

submittals not having a "G" designation are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Excavation Permits

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

The work includes repairs and improvements to the storm sewer system including pipelining, segmental repairs, storm sewer structure installation and repairs and incidental related work.

1.2.2 Location

The work is located at the Defense Supply Center Richmond, Virginia, approximately as indicated. The exact location will be shown by the Contracting Officer.

1.3 OCCUPANCY OF PREMISES

Before work is started, arrange with the Contracting Officer a sequence of procedure, means of access, space for storage of materials and equipment.

1.4 EXISTING WORK

In addition to "FAR 52.236-9, Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements":

a. Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.

b. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work must be in a condition equal to or better than that which existed before new work started.

1.5 LOCATION OF UNDERGROUND UTILITIES

Obtain digging permits prior to start of excavation, and comply with Installation requirements for locating and marking underground utilities.

Contact local utility locating service a minimum of 7 days prior to excavating, to mark utilities, and within sufficient time required if work occurs on a Monday or after a Holiday. Verify existing utility locations indicated on contract drawings, within area of work.

Identify and mark all other utilities not managed and located by the local utility companies. Scan the construction site with Ground Penetrating Radar (GPR), electromagnetic, or sonic equipment, and mark the surface of the ground or paved surface where existing underground utilities are discovered. Verify the elevations of existing piping, utilities,and any type of underground or encased obstruction not indicated, or specified to be removed, that is indicated or discovered during scanning, in locations to be traversed by piping, ducts, and other work to be conducted or installed. Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.

1.5.1 Notification Prior to Excavation

Notify the Contracting Officer at least 3 days prior to starting excavation work.

1.6 SALVAGE MATERIAL AND EQUIPMENT

Items designated by the Construction Documents to be salvaged remain the property of the Government. Segregate, itemize, deliver and off-load the salvaged property at the Government designated storage area located on the installation.

Provide a salvage plan, listing material and equipment to be salvaged, and their storage location. Maintain property control records for material or equipment designated as salvage. Use a system of property control that is approved by the Contracting Officer. Store and protect salvaged materials and equipment until disposition by the Contracting Officer.

1.7 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

This provision specifies the procedure for the determination of time extensions for unusually severe weather in accordance with the Contract Clause entitled "Default: (Fixed Price Construction)". In order for the Contracting Officer to award a time extension under this clause, the following conditions must be satisfied:

a. The weather experienced at the project site during the contract period must be found to be unusually severe, that is, more severe than the adverse weather anticipated for the project location during any given month.

b. The unusually severe weather must actually cause a delay to the completion of the project. The delay must be beyond the control and without the fault or negligence of the Contractor.

1.7.1 Schedule

MONTHLY ANTICIPATED ADVERSE WEATHER DELAY WORK DAYS BASED ON (5) DAY WORK WEEK

JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

DSCR 10 9 9 6 8 7 8 7 6 5 7 9

1.7.2 Records

Upon acknowledgement of the Notice to Proceed and continuing throughout the contract, the Contractor will record on the daily CQC report, the occurrence of adverse weather and resultant impact to normally scheduled work. Actual adverse weather delay days must prevent work on critical activities for 50 percent or more of the Contractor's scheduled work day.

1.7.3 Impacted Days

The number of actual adverse weather days shall include days impacted by actual adverse weather (even if adverse weather occurred in previous month), be calculated chronologically from the first to the last day in each month, and be recorded as full days. If the number of actual adverse weather delay days exceeds the number of days anticipated in the schedule of monthly anticipated adverse weather delays, above, the contracting officer will convert any qualifying delays to calendar days, giving full consideration for equivalent fair weather work days, and issue a modification in accordance with the Contract Clauses entitled "Default (Fixed Price Construction)".

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 14 00

WORK RESTRICTIONS

11/11

PART 1 GENERAL

1.1 SUBMITTALS

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

submittals not having a "G" designation are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Government Guard Services; G Transportation of Personnel, Materials, and Equipment; G List of Contact Personnel; G

Personnel List; G

Vehicle List; G

Statement of Acknowledgement Form SF 1413; G

1.2 SPECIAL SCHEDULING REQUIREMENTS

a. The installation will remain in operation during the entire construction period. The Contractor must conduct his operations so as to cause the least possible interference with normal operations of the activity.

b. Permission to interrupt any Activity roads, railroads, or utility service must be requested in writing a minimum of 15 calendar days prior to the desired date of interruption.

1.3 CONTRACTOR ACCESS AND USE OF PREMISES

1.3.1 Activity Regulations

Ensure that Contractor personnel employed on the Activity become familiar with and obey Activity regulations including safety, fire, traffic and security regulations. Keep within the limits of the work and avenues of ingress and egress. Wear hard hats in designated areas. Do not enter any restricted areas unless required to do so and until cleared for such entry. Mark Contractor equipment for identification.

1.3.1.1 Subcontractors and Personnel Contacts

Provide a list of contact personnel of the Contractor and subcontractors including addresses and telephone numbers for use in the event of an emergency. As changes occur and additional information becomes available, correct and change the information contained in previous lists.

1.3.1.2 Identification Badges and Installation Access

Application for and use of badges will be as directed. Immediately report instances of lost or stolen badges to the Contracting Officer.

1.3.2 Working Hours

Regular working hours must consist of a period between 7 a.m. and 5 p.m., Monday through Friday, excluding Government holidays.

1.3.3 Work Outside Regular Hours

Work outside regular working hours requires Contracting Officer approval.

Make application 15 calendar days prior to such work to allow arrangements to be made by the Government for inspecting the work in progress, giving the specific dates, hours, location, type of work to be performed, contract number and project title. Based on the justification provided, the Contracting Officer may approve work outside regular hours. During periods of darkness, the different parts of the work must be lighted in a manner approved by the Contracting Officer. Make utility cutovers after normal working hours or on Saturdays, Sundays, unless directed otherwise.

1.3.4 Occupied Buildings

The Contractor shall be working around existing buildings which are occupied. Do not enter the buildings without prior approval of the Contracting Officer.

1.3.5 Utility Cutovers and Interruptions

a. Make utility cutovers and interruptions after normal working hours or on Saturdays, Sundays. Conform to procedures required paragraph WORK

OUTSIDE REGULAR HOURS.

b. Interruption to water, sanitary sewer, storm sewer, telephone service, electric service, air conditioning, heating, fire alarm, compressed air, are considered utility cutovers pursuant to the paragraph WORK OUTSIDE

REGULAR HOURS.

1.4 CONTRACTOR ACCESS AND USE OF PREMISES

1.4.1 Activity Regulations

1.4.1.1 Subcontractors and Personnel Contacts

Furnish a list of contact personnel of the Contractor and subcontractors including addresses and telephone numbers for use in the event of an emergency. As changes occur and additional information becomes available, correct and change the information contained in previous lists.

1.4.1.2 Security Requirements Defense Supply Center Richmond (DSCR)

No employee or representative of the Contractor will be admitted to the work site unless he furnishes satisfactory proof that he is a citizen of the United States or has proper identification to work in the United States.

a. Personnel Information - All authorized non-military personnel utilizing the base are required to have in their possession at all times a Base Visitor Pass or Base Identification. This pass is issued by the DSCR Visitors Center located at the North Gate. Proof of identity is required to obtain a visitor pass or Base Identification.

The Visitors Center is open Monday through Friday except Federal holidays from 7:00 a.m. to 3:00 p.m. A minimum of 5 working days prior to start of work, the Contractor shall furnish to the Defense Supply Center Richmond (DSCR), Richmond, VA, Security Department, via the Contracting Officer, the following information for Contractor and subcontractor personnel required to enter the Station:

(1) Contract Number

(2) Beginning Date (Month, Day, Year)

(3) Ending Date (Month, Day, Year)

(4) Name of the company (The Prime Contractor and Sub Contractor)

(5) Full Name of the employee (First, Middle and Last)

(6) Address of Current (Employee's) Residence (Bldg#, Street, City, State, Zip or City and Country)

(7) Social Security Number (SS#)

(8) US Citizen (Yes / No)

(9) Gender (Male/Female)

(10) Race (American Indian or Alaska Native, Asian, Black or African American, Native Hawaiian or Other Pacific Islander, and White)

(11) Date of Birth (Month, Day, Year)

(12) Place of Birth (City, State, Country)

b. The DSCR Security Department will run a criminal history check on Contractor employees as a condition of employment. Official proof of identity or naturalization papers may be required, which will be returned once entered into the security computer system. Based on the results of the criminal history check, the Security Officer will or will not grant entry to the Station. If entry is denied, the Contractor will be immediately notified. DSCR Security may require updating or rechecking criminal history based on the duration of the contract. NOTE: DSCR Security has been denying entry to persons whose police record checks are positive.

c. Proof of Identity -Official identification can consist of copies of birth certificates, valid federal identification, valid state identification, or valid naturalization papers. Examples of official identification are valid state issued driver's license, military ID card, military dependent ID card, green card, etc. Expired identification is not valid.

d. Base Entry Passes - Contractor base entry passes will be valid for each entry aboard DSCR from 6:00 a.m. to 6:00 p.m., Monday through Friday except for Federal holidays, unless prior arrangements have been made with the Contracting Officer, and DSCR Security has been notified. The passes are the property of the base and are to be returned to Visitors Control at the North Gate upon completion of the contract or termination of employment. Replacement passes must be requested in writing and be accomplished by written authorization from the Contracting Officer. Compliance with this requirement is mandatory and certification thereof to the Contracting Officer is required prior to submitting final invoices. Failure to return badges will hold up Contractor's final payment.

e. Contractor Responsibility for Employees - The Contractor is responsible for employees under his employment. Ensure that employees are familiar with and obey station traffic, safety, and security regulations.

f. Unofficial photography, cameras, or photographs are prohibited on DSCR property. When official photographs are required, submit a written approval request containing specific justification and details to the Contracting Officer 5 days prior.

g. Firearms, Weapons, Alcoholic Beverages, Illegal Drugs, and Contraband are prohibited on DSCR property. Violators may be prosecuted. State issued/authorized concealed weapons permits are not valid on Federal (DSCR) property.

h. Motor Vehicle Operation - Ingress and egress of personnel will be subject to the DSCR security regulations.

(1) All personnel must be made aware of the base speed limits:

25 mph (unless otherwise posted)

Speed limits are enforced and violators will be ticketed. DSCR traffic violations are processed through the federal court system.

(2) Seat belts are MANDATORY.

(3) Parking is in designated areas only, between two white lines. No parking is permitted in fire lanes, on seeded areas, in reserved parking slots, or assigned handicapped parking. Any equipment or vehicle that does not fit within a standard parking space must contact the Contracting Officer to determine a designated area for parking such equipment or vehicle.

Contractor employees shall park vehicles (Commercial or Private) in areas designated by the Contracting Officer. This area may or may not necessarily be within reasonable walking distance of the construction site. The contractor shall provide transportation between the parking area and the construction site. Contractor employee parking shall not interfere with existing and established parking requirements of the Base.

(4) Traffic accidents should be reported immediately to the DSCR Emergency Dispatch by calling 911 or (804) 279-4888.

(5) All personnel entering the installation are subject to random vehicle inspections/searches at any time while on the base. The purpose of these inspections is to detect the theft of Government and private property, firearms, weapons, alcoholic beverages, illegal drugs, or contraband.

i. Commercially Owned Vehicles - All commercial Vehicles are to clearly display the authorized company name or logo on both sides of the vehicle.

ii. Privately Owned Vehicles - No Privately Owned Vehicles will be allowed within the Defense Distribution Depot, Richmond, VA (DDRV) area or any other secure/controlled industrial area located on DSCR.

iii. Rental Vehicles - The driver is to show all paper work from the rental company showing that the driver is authorized to operate the subject vehicle. Rental vehicles will not be allowed in secure/controlled industrial areas located on DSCR unless the rental vehicle clearly displays the authorized operating company name or logo on both sides of the vehicle.

i. Access to Restricted Areas - Base entry passes allow access to designated areas on the installation only. Entries into secure/controlled industrial areas are prohibited unless the contract requires it.

j. Current Information - Contractors will be responsible for keeping the vehicle and employee lists current, and for securing and returning identification cards belonging to terminated employees to the DSCR Security Department.

k. Providing Information to Subcontractors - Prime Contractors shall be responsible for ensuring that subcontractors receive security information. Failure to comply with the specified requirements will result in prime contractors and subcontractors being denied access to the construction site.

l. DSCR is not responsible for job site security. Removal of material from job-site and base are subject to security checks. Contractor is to notify DSCR security of any special measures (watchmen, alarm, etc), security concerns, security problems, or unusual activities within the job site.

1.4.1.3 Personnel Entry Approval

Failure to obtain entry approval will not affect the contract price or time of completion.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

08/15

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety and Health Requirements Manual

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

15 CFR 772 Definition of Terms

15 CFR 773 Special Licensing Procedures

1.2 MINIMUM INSURANCE REQUIREMENTS

Provide the minimum insurance coverage required by FAR 28.307-2 LIABILITY, during the entire period of performance under this contract. Provide other insurance coverage as required by State law.

1.3 FIRST TIER CONTRACTOR REQUIREMENTS FOR ASBESTOS CONTAINING MATERIALS

Accomplish all contract requirements of Section 02 82 13.00 10 ASBESTOS ABATEMENT, assigned to the Private Qualified Person, Designated Competent Person, directly with a first tier subcontractor.

1.4 SUPERVISION

1.4.1 Minimum Communication Requirements

Have at least one qualified superintendent, or competent alternate, capable of reading, writing, and conversing fluently in the English language, on the job-site at all times during the performance of contract work. In addition, if a Quality Control (QC) representative is required on the contract, then that individual must also have fluent English communication skills.

1.4.2 Superintendent Qualifications

The project superintendent must have a minimum of 10 years experience in construction with at least 5 of those years as a superintendent on projects similar in size and complexity. The individual must be familiar with the requirements of EM 385-1-1 and have experience in the areas of hazard identification and safety compliance. The individual must be capable of interpreting a critical path schedule and construction drawings. The qualification requirements for the alternate superintendent are the same as for the project superintendent. The Contracting Officer may request proof of the superintendent's qualifications at any point in the project if the performance of the superintendent is in question.

For routine projects where the superintendent is permitted to also serve as the Quality Control (QC) Manager as established in Section 01 45 00.00 10 QUALITY CONTROL, the superintendent must have qualifications in accordance with that section.

1.4.3 Non-Compliance Actions

The Project Superintendent is subject to removal by the Contracting Officer for non-compliance with requirements specified in the contract and for failure to manage the project to insure timely completion. Furthermore, the Contracting Officer may issue an order stopping all or part of the work until satisfactory corrective action has been taken. No part of the time lost due to such stop orders is acceptable as the subject of claim for extension of time for excess costs or damages by the Contractor.

1.5 PRECONSTRUCTION MEETING/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 value engineering and safety program, preparation of the schedule of prices or earned value report, shop drawings, and other submittals, scheduling programming, prosecution of the work, and clear expectations of the "Interim DD Form 1354" Submittal. Major subcontractors who will engage in the work must also attend.

1.6 ELECTRONIC MAIL (E-MAIL) ADDRESS

Establish and maintain electronic mail (e-mail) capability along with the capability to open various electronic attachments as text files, pdf files, and other similar formats. Within 10 days after contract award, 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 or terrorist threats.

Multiple email addresses are 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). Promptly notify the Contracting Officer, in writing, of any changes to this email address.

PART 2 PRODUCTS

PART 3 EXECUTION

Not Used

SECTION 01 32 01.00 10

PROJECT SCHEDULE

02/15

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

AACE INTERNATIONAL (AACE)

AACE 29R-03 (2011) Forensic Schedule Analysis

AACE 52R-06 (2006) Time Impact Analysis - As Applied in Construction

U.S. ARMY CORPS OF ENGINEERS (USACE)

ER 1-1-11 (1995) Administration -- Progress, Schedules, and Network Analysis Systems

1.2 SUBMITTALS

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

submittals not having a "G" designation are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Project Scheduler Qualifications; G

Initial Project Schedule; G Periodic Schedule Update; G

1.3 PROJECT SCHEDULER QUALIFICATIONS

Designate an authorized representative to be responsible for the preparation of the schedule and all required updating and production of reports. The authorized representative must have a minimum of 2-years experience scheduling construction projects similar in size and nature to this project with scheduling software that meets the requirements of this specification. Representative must have a comprehensive knowledge of CPM scheduling principles and application.

PART 2 PRODUCTS

Not Used.

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

Prepare for approval a Project Schedule, as specified herein, pursuant to FAR Clause 52.236-15, SCHEDULE FOR CONSTRUCTION CONTRACTS. Show in the schedule the proposed sequence to perform the work and dates contemplated for starting and completing all schedule activities. The scheduling of the entire project is required. The scheduling of construction is the responsibility of the Contractor. Contractor management personnel must actively participate in its development. Subcontractors and suppliers working on the project must 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. .

3.2 BASIS FOR PAYMENT AND COST LOADING

The schedule is the basis for determining contract earnings during each update period and therefore the amount of each progress payment.

3.3 PROJECT SCHEDULE DETAILED REQUIREMENTS

3.3.1 Level of Detail Required

Develop the Project Schedule to the appropriate level of detail to address major milestones and to allow for satisfactory project planning and execution. Failure to develop the Project Schedule to an appropriate level of detail 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:

3.3.2 Mandatory Tasks