A22_-_W912P8-17-R-0005.pdf

SEE ADDENDUM

(No Collect Calls)

W912P8-17-R-0005 26-Jan-2017

b. TELEPHONE NUMBER

504-862-1612

8. OFFER DUE DATE/LOCAL TIME

10:00 AM 09 Feb 2017

5. SOLICITATION NUMBER 6. SOLICITATION ISSUE DATE

AUTHORIZED FOR LOCAL REPRODUCTION

PREVIOUS EDITION IS NOT USABLE

STANDARD FORM 1449 (REV. 2/2012)

Prescribed by GSA – FAR (48 CFR) 53.212

(TYPE OR PRINT)

(SIGNATURE OF CONTRACTING OFFICER)

ADDENDA ARE

26. TOTAL AWARD AMOUNT (For Gov t. Use Only )

23.

CODE 10. THIS ACQUISITION IS

SUCH ADDRESS IN OFFER

17b. CHECK IF REMITTANCE IS DIFFERENT AND PUT

BELOW IS CHECKED

TELEPHONE NO.

W912P89. ISSUED BY

18b. SUBMIT INVOICES TO ADDRESS SHOWN IN BLOCK 18a. UNLESS BLOCK

7. FOR SOLICITATION

INFORMATION CALL:

a. NAME

MICHELLE Y LAPPEN

2. CONTRACT NO. 3. AWARD/EFFECTIVE DATE 4. ORDER NUMBER

(TYPE OR PRINT)

30b. NAME AND TITLE OF SIGNER 30c. DATE SIGNED 31b. NAME OF CONTRACTING OFFICER

30a. SIGNATURE OF OFFEROR/CONTRACTOR 31a.UNITED STATES OF AMERICA

0 27a. SOLICITATION INCORPORATES BY REFERENCE FAR 52.212-1. 52.212-4. FAR 52.212-3. 52.212-5 ARE ATTACHED.

25. ACCOUNTING AND APPROPRIATION DATA

1. REQUISITION NUMBER

20.

ADDITIONAL SHEETS SUBJECT TO THE TERMS AND CONDITIONS SPECIFIED.

OFFEROR TO COMPLETE BLOCKS 12, 17, 23, 24, AND 30

SOLICITATION/CONTRACT/ORDER FOR COMMERCIAL ITEMS

W42HEM12345678

ARE NOT ATTACHED

27b. CONTRACT/PURCHASE ORDER INCORPORATES BY REFERENCE FAR 52.212-4. FAR 52.212-5 IS ATTACHED. ADDENDA ARE ARE NOT ATTACHED

(BLOCK 5), INCLUDING ANY ADDITIONS OR CHANGES WHICH ARE

SET FORTH HEREIN, IS ACCEPTED AS TO ITEMS:

. YOUR OFFER ON SOLICITATION

28. CONTRACTOR IS REQUIRED TO SIGN THIS DOCUMENT AND RETURN

% FOR:SET ASIDE:UNRESTRICTED OR X

SMALL BUSINESSX

WOMEN-OWNED SMALL

BUSINESS (WOSB)

17a.CONTRACTOR/ CODE FACILITY

OFFEROR CODE

USACE, CONTRACTING DIVISION

ATTN: CEMVN-CT, ROOM 172

7400 LEAKE AVE.

NEW ORLEANS LA 70118-3651

18a. PAYMENT WILL BE MADE BY CODE

RATED ORDER UNDER

DPAS (15 CFR 700)

13a. THIS CONTRACT IS A

13b. RATING

CODE15. DELIVER TO CODE B2M1150 16. ADMINISTERED BY

12. DISCOUNT TERMS11. DELIVERY FOR FOB DESTINA-

TION UNLESS BLOCK IS

MARKED

SEE SCHEDULE

14. METHOD OF SOLICITATION

RFQ IFB RFPX

CD-QA BR/CONSTRUCTION SV SEC

GEOFFREY LAIRD

CORPS OF ENGINEERS P. O. BOX 60267

NEW ORLEANS LA 70160-0267

TEL: 504-862-1067 FAX:

FAX:

TEL: SERVICE-DISABLED

VETERAN-OWNED

SMALL BUSINESS

8(A)

HUBZONE SMALL

BUSINESS

ECONOMICALLY DISADVANTAGED

WOMEN-OWNED SMALL BUSINESS

(EDWOSB)

SIZE STANDARD:

$15M

NAICS:

541330

X

OFFER DATED

29. AWARD OF CONTRACT: REF.

DELIVER ALL ITEMS SET FORTH OR OTHERWISE IDENTIFIED ABOVE AND ON ANY

COPIES TO ISSUING OFFICE. CONTRACTOR AGREES TO FURNISH AND

EMAIL:

TEL:

31c. DATE SIGNED

SEE SCHEDULE

SCHEDULE OF SUPPLIES/ SERVICESITEM NO. QUANTITY UNIT UNIT PRICE AMOUNT

24.22.21.19.

32g. E-MAIL OF AUTHORIZED GOVERNMENT REPRESENTATIVE

SOLICITATION/CONTRACT/ORDER FOR COMMERCIAL ITEMS

(CONTINUED)

PAGE 2 OF126

ACCEPTED, AND CONFORMS TO THE CONTRACT, EXCEPT AS NOTED: ______________________________________________________

32a. QUANTITY IN COLUMN 21 HAS BEEN

RECEIVED INSPECTED

32b. SIGNATURE OF AUTHORIZED GOVERNMENT

REPRESENTATIVE

32c. DATE 32d. PRINTED NAME AND TITLE OF AUTHORIZED GOVERNMENT

REPRESENTATIVE

32e. MAILING ADDRESS OF AUTHORIZED GOVERNMENT REPRESENTATIVE 32f . TELEPHONE NUMBER OF AUTHORIZED GOVERNMENT REPRESENTATIVE

37. CHECK NUMBER

FINALPARTIALCOMPLETE

36. PAYMENT35. AMOUNT VERIFIED

CORRECT FOR

34. VOUCHER NUMBER

FINAL

33. SHIP NUMBER

PARTIAL

38. S/R ACCOUNT NUMBER 39. S/R VOUCHER NUMBER 40. PAID BY

41a. I CERTIFY THIS ACCOUNT IS CORRECT AND PROPER FOR PAYMENT

41b. SIGNATURE AND TITLE OF CERTIFYING OFFICER 41c. DATE

42a. RECEIVED BY (Print)

42b. RECEIVED AT (Location)

42c. DATE REC'D (YY/MM/DD) 42d. TOTAL CONTAINERS

STANDARD FORM 1449 (REV. 2/2012) BACK

Prescribed by GSA – FAR (48 CFR) 53.212

AUTHORIZED FOR LOCAL REPRODUCTION

PREVIOUS EDITION IS NOT USABLE

SEE SCHEDULE

20.

SCHEDULE OF SUPPLIES/ SERVICES

21.

QUANTITY UNIT

22. 23.

UNIT PRICE

24.

AMOUNT

19.

ITEM NO.

Section B - Supplies or Services and Prices

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001 10,000,000 Dollars, U.S.

Contract ceiling is $10,000,000.00.

FFP

Minimum guarantee for award $10,000 will be obligated in CEFMS only.

Minimum guarantee will be met with issuance of first task order(s). Contract duration will be five (5) years or $10,000,000.00, which ever is met first.

FOB: Destination

PURCHASE REQUEST NUMBER: W42HEM12345678

NET AMT

CONTRACT MINIMUM/MAXIMUM QUANTITY AND CONTRACT VALUE

The minimum quantity and contract value for all orders issued against this contract shall not be less than the minimum quantity and contract value stated in the following table. The maximum quantity and contract value for all orders issued against this contract shall not exceed the maximum quantity and contract value stated in the following table.

MINIMUM

QUANTITY

MINIMUM

AMOUNT

MAXIMUM

QUANTITY

MAXIMUM

AMOUNT

10,000,000.00

DELIVERY/TASK ORDER MINIMUM/MAXIMUM QUANTITY AND ORDER VALUE

The minimum quantity and order value for each Delivery/Task Order issued shall not be less than the minimum quantity and order value stated in the following table. The maximum quantity and order value for each Delivery/Task Order issued shall not exceed the maximum quantity and order value stated in the following table.

MINIMUM

QUANTITY

MINIMUM

AMOUNT

MAXIMUM

QUANTITY

MAXIMUM

$10,000,000.00

CLIN DELIVERY/TASK ORDER MINIMUM/MAXIMUM QUANTITY AND CLIN ORDER VALUE

The minimum quantity and order value for the given Delivery/Task Order issued for this CLIN shall not be less than the minimum quantity and order value stated in the following table. The maximum quantity and order value for the given Delivery/Task Order issued for this CLIN shall not exceed the maximum quantity and order value stated in the following table.

CLIN

MINIMUM

QUANTITY

MINIMUM

AMOUNT

MAXIMUM

QUANTITY

MAXIMUM

SCHEDULE B PRICE LIST

CONSTRUCTION MANAGEMENT SERVICES

ANNOUNCEMENT NO. W912P8-17-R-0005

YEAR 1

ITEM

NO.

PAY ITEM ESTIMAT

ED

QUANTIT

Y

UNIT UNIT

PRICE

ESTIM

ATED

AMOU

NT

0001AA QAR II (S.T.) 200 HR

0001AB QAR II (O.T.) 20 HR

0001AC QAR II (S.D.) 2 HR

0002AA QAR III (S.T.) 20,000 HR

0002AB QAR III (O.T.) 2,000 HR

0002AC QAR III (S.D.) 200 HR

0003AA QAR V (S.T.) 4,000 HR

0003AB QAR V (O.T.) 400 HR

0003AC QAR V (S.D.) 40 HR

0004AA SUPV CONST REP (S.T.) 4,000 HR

0004AB SUPV CONST REP (O.T.) 400 HR

0004AC SUPV CONST REP (S.D.) 40 HR

0005AA QUALITY ASSURANCE MANAGER (S.T.) 200 HR

0005AB QUALITY ASSURANCE MANAGER (O.T.) 20 HR

0005AC QUALITY ASSURANCE MANAGER (S.D.) 2 HR

0006AA SECRETARY (S.T.) 4,000 HR

0006AB SECRETARY (O.T.) 400 HR

0006AC SECRETARY (S.D.) 20 HR

0007AA SCHEDULER (S.T.) 2,000 HR

0007AB SCHEDULER (O.T.) 200 HR

0007AC SCHEDULER (S.D.) 20 HR

0008AA EXPERT SCHEDULER (S.T.) 200 HR

0008AB EXPERT SCHEDULER (O.T.) 20 HR

0008AC EXPERT SCHEDULER (S.D) 2 HR

0009AA COST ESTIMATOR (S.T.) 4,000 HR

0009AB COST ESTIMATOR (O.T.) 400 HR

0009AC COST ESTIMATOR (S.D.) 40 HR

0010AA PROGRAM ANALYST (S.T.) 200 HR

0010AB PROGRAM ANALYST (O.T.) 20 HR

0010AC PROGRAM ANALYST (S.D.) 2 HR

0011AA CONST MANAGER (S.T.) 2,000 HR

0011AB CONST MANAGER (O.T.) 200 HR

0011AC CONST MANAGER (S.D.) 20 HR

0012AA CIVIL ENGR TECH I (S.T.) 200 HR

0012AB CIVIL ENGR TECH I (O.T.) 20 HR

0012AC CIVIL ENGR TECH I (S.D.) 2 HR

0013AA CIVIL ENGR TECH II (S.T.) 2,000 HR

0013AB CIVIL ENGR TECH II (O.T.) 200 HR

0013AC CIVIL ENGR TECH II (S.D.) 20 HR

0014 4X2 PICKUP TRUCK 6,000 DA

0015 4X4 PICKUP TRUCK 100 DA

0016 ADDITIONAL MILEAGE TBD JTR XX XX

0017AA PER DIEM LODGING TBD JTR XX XX

0017AB PER DIEM MEALS 500 DA

YEAR 1

PAY ITEM ESTIMAT

ED

QUANTIT

Y

UNIT UNIT

PRICE

ESTIM

ATED

AMOU

NT

0018 SPECIAL EQUIPMENT TBD DA XX XX

0019 SPECIAL TESTING TBD TBN XX XX

CONCRETE INSPECTION & TESTING

0020 ACI LEVEL 1 FIELD CONCRETE

TECHNICIAN

100 HR

0021 REINFORCED CONCRETE SPECIAL

INSPECTOR

50 HR

0022 PRESTRESSED CONCRETE SPECIAL

INSPECTOR

50 HR

0023 ASTM C 117 MATERIALS FINER THAN #200

SIEVE BY WASH

10 EA

0024 ASTM C 136 SIEVE ANALYSIS OF FINE &

COARSE AGGREGATES

10 EA

0025 ASTM C 190 COMPRESSIVE STRENGTH OF

MORTARS CUBE SPECIMENS

10 EA

0026 ASTM C 39 COMPRESSIVE STRENGTH OF

CONCRETE SPECIMENS

10 EA

SOILS INSPECTION & TESTING

0027 NOISE & VIBRATION MONITORING WITH

EQUIPMENT

TBD HR

0028 VIBRATION MONITORING WITH

EQUIPMENT

TBD HR

0029 SENIOR FIELD SOILS TECHNICIAN 10 HR

0030 SOILS SPECIAL INSPECTOR 10 HR

0031 ASTM D 1140 AMOUNT OF MATERIAL IN

SOILS FINER THAN #200 SIEVE

10 EA

0032 ASTM D 1557 LABORATORY COMPACTION

OF SOIL MODIFIED EFFORT

10 EA

0033 ASTM D 2216 MOISTURE CONTENT BY

OVEN

10 EA

0034 ASTM D 2487 SOILS CLASSIFICATION 10 EA

0035 ASTM D 2974 ORGANIC SOILS TEST 10 EA

0036 ASTM D 422 GRAIN SIZE ANALYSIS – SIEVE

WITH HYDROMETER

10 EA

0037 ASTM D 4253 & ASTM D 4254 MAX & MIN

INDEX DENSITY

10 EA

0038 ASTM D 4318 LIQUID, PLASTIC LIMIT AND

PLASTICITY INDEX OF SOILS

10 EA

0039 ASTM D 4643 MOISTURE CONTENT

MICROWAVE OVEN METHOD

10 EA

0040 ASTM D 698 LABORATORY COMPACTION

OF SOIL STANDARD EFFORT

10 EA

0041 ASTM D 698 LABORATORY COMPACTION

OF SOIL STANDARD - 1 POINT

0042 ASTM D 854 SPECIFIC GRAVITY 10 EA

STEEL INSPECTION & TESTING

0043 CERTIFIED WELDING INSPECTOR (CWI) -

LEVEL II

100 HR

0044 STRUCTURAL STEEL AND BOLTING

SPECIAL INSPECTOR

10 HR

0045 ASTM E 709 MAGNETIC TEST 10 EA

0046 ASTM E 164 ULTRASONIC TEST 10 EA

0047 ASTM E 165 LIQUID PENETRANT TEST 10 EA

0048 ASTM E 94 RADIOGRAPHIC TEST 10 EA

NONDESTRUCTIVE TESTING

0049 ASNT NDT TECHNICIAN LEVEL III 10 HR

0050 ASNT NDT TECHNICIAN LEVEL II (NON CWI) 10 HR

0051 DISCONTINUITY ( HOLIDAY ) COATING

TEST

5 EA

0052 COATING THICKNESS TEST 5 EA

0053 HARDNESS TEST 5 EA

0054 ASTM E 488 HYDRAULIC RAM & JACK FOR

ANCHOR PULL TEST

5 EA

YEAR 2

NO.

PAY ITEM ESTIMAT

ED

QUANTIT

Y

UNIT UNIT

PRICE

ESTIM

ATED

AMOU

NT

0055AA QAR II (S.T.) 200 HR

0055AB QAR II (O.T.) 20 HR

0055AC QAR II (S.D.) 2 HR

0056AA QAR III (S.T.) 20,000 HR

0056AB QAR III (O.T.) 2,000 HR

0056AC QAR III (S.D.) 200 HR

0057AA QAR V (S.T.) 4,000 HR

0057AB QAR V (O.T.) 400 HR

0057AC QAR V (S.D.) 40 HR

0058AA SUPV CONST REP (S.T.) 4,000 HR

0058AB SUPV CONST REP (O.T.) 400 HR

0058AC SUPV CONST REP (S.D.) 40 HR

0059AA QUALITY ASSURANCE MANAGER (S.T.) 200 HR

0059AB QUALITY ASSURANCE MANAGER (O.T.) 20 HR

0059AC QUALITY ASSURANCE MANAGER (S.D.) 2 HR

0060AA SECRETARY (S.T.) 4,000 HR

0060AB SECRETARY (O.T.) 400 HR

0060AC SECRETARY (S.D.) 20 HR

0061AA SCHEDULER (S.T.) 2,000 HR

0061AB SCHEDULER (O.T.) 200 HR

0061AC SCHEDULER (S.D.) 20 HR

0062AA EXPERT SCHEDULER (S.T.) 200 HR

0062AB EXPERT SCHEDULER (O.T.) 20 HR

0062AC EXPERT SCHEDULER (S.D) 2 HR

0063AA COST ESTIMATOR (S.T.) 4,000 HR

0063AB COST ESTIMATOR (O.T.) 400 HR

0063AC COST ESTIMATOR (S.D.) 40 HR

0064AA PROGRAM ANALYST (S.T.) 200 HR

0064AB PROGRAM ANALYST (O.T.) 20 HR

0064AC PROGRAM ANALYST (S.D.) 2 HR

0065AA CONST MANAGER (S.T.) 2,000 HR

0065AB CONST MANAGER (O.T.) 200 HR

0065AC CONST MANAGER (S.D.) 20 HR

0066AA CIVIL ENGR TECH I (S.T.) 200 HR

0066AB CIVIL ENGR TECH I (O.T.) 20 HR

0066AC CIVIL ENGR TECH I (S.D.) 2 HR

0067AA CIVIL ENGR TECH II (S.T.) 2,000 HR

0067AB CIVIL ENGR TECH II (O.T.) 200 HR

0067AC CIVIL ENGR TECH II (S.D.) 20 HR

0068 4X2 PICKUP TRUCK 6,000 DA

0069 4X4 PICKUP TRUCK 100 DA

0070 ADDITIONAL MILEAGE TBD JTR XX XX

0071AA PER DIEM LODGING TBD JTR XX XX

0071AB PER DIEM MEALS 500 DA

YEAR 2

NO.

PAY ITEM ESTIMAT

ED

QUANTIT

Y

UNIT UNIT

PRICE

ESTIM

ATED

AMOU

NT

0072 SPECIAL EQUIPMENT TBD DA XX XX

0073 SPECIAL TESTING TBD TBN XX XX

CONCRETE INSPECTION & TESTING

0074 ACI LEVEL 1 FIELD CONCRETE

TECHNICIAN

100 HR

0075 REINFORCED CONCRETE SPECIAL

INSPECTOR

50 HR

0076 PRESTRESSED CONCRETE SPECIAL

INSPECTOR

50 HR

0077 ASTM C 117 MATERIALS FINER THAN #200

SIEVE BY WASH

10 EA

0078 ASTM C 136 SIEVE ANALYSIS OF FINE &

COARSE AGGREGATES

10 EA

0079 ASTM C 190 COMPRESSIVE STRENGTH OF

MORTARS CUBE SPECIMENS

10 EA

0080 ASTM C 39 COMPRESSIVE STRENGTH OF

0081 NOISE & VIBRATION MONITORING WITH

EQUIPMENT

TBD HR

0082 VIBRATION MONITORING WITH

EQUIPMENT

TBD HR

0083 SENIOR FIELD SOILS TECHNICIAN 10 HR

0084 SOILS SPECIAL INSPECTOR 10 HR

0085 ASTM D 1140 AMOUNT OF MATERIAL IN

SOILS FINER THAN #200 SIEVE

10 EA

0086 ASTM D 1557 LABORATORY COMPACTION

OF SOIL MODIFIED EFFORT

10 EA

0087 ASTM D 2216 MOISTURE CONTENT BY

OVEN

10 EA

0088 ASTM D 2487 SOILS CLASSIFICATION 10 EA

0089 ASTM D 2974 ORGANIC SOILS TEST 10 EA

0090 ASTM D 422 GRAIN SIZE ANALYSIS – SIEVE

WITH HYDROMETER

10 EA

0091 ASTM D 4253 & ASTM D 4254 MAX & MIN

INDEX DENSITY

10 EA

0092 ASTM D 4318 LIQUID, PLASTIC LIMIT AND

PLASTICITY INDEX OF SOILS

0093 ASTM D 4643 MOISTURE CONTENT

MICROWAVE OVEN METHOD

10 EA

0094 ASTM D 698 LABORATORY COMPACTION

OF SOIL STANDARD EFFORT

10 EA

0095 ASTM D 698 LABORATORY COMPACTION

OF SOIL STANDARD - 1 POINT

0096 ASTM D 854 SPECIFIC GRAVITY 10 EA

0097 CERTIFIED WELDING INSPECTOR (CWI) -

LEVEL II

100 HR

0098 STRUCTURAL STEEL AND BOLTING

SPECIAL INSPECTOR

10 HR

0099 ASTM E 709 MAGNETIC TEST 10 EA

0100 ASTM E 164 ULTRASONIC TEST 10 EA

0101 ASTM E 165 LIQUID PENETRANT TEST 10 EA

0102 ASTM E 94 RADIOGRAPHIC TEST 10 EA

NONDESTRUCTIVE TESTING

0103 ASNT NDT TECHNICIAN LEVEL III 10 HR

0104 ASNT NDT TECHNICIAN LEVEL II (NON CWI) 10 HR

0105 DISCONTINUITY ( HOLIDAY ) COATING

TEST

5 EA

0106 COATING THICKNESS TEST 5 EA

0107 HARDNESS TEST 5 EA

0108 ASTM E 488 HYDRAULIC RAM & JACK FOR

YEAR 3

PAY ITEM ESTIMAT

ED

QUANTIT

Y

UNIT UNIT

PRICE

ESTIM

ATED

AMOU

NT

0108AA QAR II (S.T.) 200 HR

0108AB QAR II (O.T.) 20 HR

0108AC QAR II (S.D.) 2 HR

0109AA QAR III (S.T.) 20,000 HR

0109AB QAR III (O.T.) 2,000 HR

0109AC QAR III (S.D.) 200 HR

0110AA QAR V (S.T.) 4,000 HR

0110AB QAR V (O.T.) 400 HR

0110AC QAR V (S.D.) 40 HR

0111AA SUPV CONST REP (S.T.) 4,000 HR

0111AB SUPV CONST REP (O.T.) 400 HR

0111AC SUPV CONST REP (S.D.) 40 HR

0112AA QUALITY ASSURANCE MANAGER (S.T.) 200 HR

0112AB QUALITY ASSURANCE MANAGER (O.T.) 20 HR

0112AC QUALITY ASSURANCE MANAGER (S.D.) 2 HR

0120AA SECRETARY (S.T.) 4,000 HR

0120AB SECRETARY (O.T.) 400 HR

0120AC SECRETARY (S.D.) 20 HR

0121AA SCHEDULER (S.T.) 2,000 HR

0121AB SCHEDULER (O.T.) 200 HR

0121AC SCHEDULER (S.D.) 20 HR

0122AA EXPERT SCHEDULER (S.T.) 200 HR

0122AB EXPERT SCHEDULER (O.T.) 20 HR

0122AC EXPERT SCHEDULER (S.D) 2 HR

0116AA COST ESTIMATOR (S.T.) 4,000 HR

0116AB COST ESTIMATOR (O.T.) 400 HR

0116AC COST ESTIMATOR (S.D.) 40 HR

0117AA PROGRAM ANALYST (S.T.) 200 HR

0117AB PROGRAM ANALYST (O.T.) 20 HR

0117AC PROGRAM ANALYST (S.D.) 2 HR

0118AA CONST MANAGER (S.T.) 2,000 HR

0118AB CONST MANAGER (O.T.) 200 HR

0118AC CONST MANAGER (S.D.) 20 HR

0119AA CIVIL ENGR TECH I (S.T.) 200 HR

0119AB CIVIL ENGR TECH I (O.T.) 20 HR

0119AC CIVIL ENGR TECH I (S.D.) 2 HR

0120AA CIVIL ENGR TECH II (S.T.) 2,000 HR

0120AB CIVIL ENGR TECH II (O.T.) 200 HR

0120AC CIVIL ENGR TECH II (S.D.) 20 HR

0121 4X2 PICKUP TRUCK 6,000 DA

0122 4X4 PICKUP TRUCK 100 DA

0123 ADDITIONAL MILEAGE TBD JTR XX XX

0124AA PER DIEM LODGING TBD JTR XX XX

0124AB PER DIEM MEALS 500 DA

YEAR 3

PAY ITEM ESTIMAT

ED

QUANTIT

Y

UNIT UNIT

PRICE

ESTIM

ATED

AMOU

NT

0125 SPECIAL EQUIPMENT TBD DA XX XX

0126 SPECIAL TESTING TBD TBN XX XX

CONCRETE INSPECTION & TESTING

0127 ACI LEVEL 1 FIELD CONCRETE

TECHNICIAN

100 HR

0128 REINFORCED CONCRETE SPECIAL

INSPECTOR

50 HR

0129 PRESTRESSED CONCRETE SPECIAL

INSPECTOR

50 HR

0130 ASTM C 117 MATERIALS FINER THAN #200

SIEVE BY WASH

10 EA

0131 ASTM C 136 SIEVE ANALYSIS OF FINE &

COARSE AGGREGATES

10 EA

0132 ASTM C 190 COMPRESSIVE STRENGTH OF

MORTARS CUBE SPECIMENS

10 EA

0133 ASTM C 39 COMPRESSIVE STRENGTH OF

0134 NOISE & VIBRATION MONITORING WITH

EQUIPMENT

TBD HR

0135 VIBRATION MONITORING WITH

EQUIPMENT

TBD HR

0136 SENIOR FIELD SOILS TECHNICIAN 10 HR

0137 SOILS SPECIAL INSPECTOR 10 HR

0138 ASTM D 1140 AMOUNT OF MATERIAL IN

SOILS FINER THAN #200 SIEVE

0139 ASTM D 1557 LABORATORY COMPACTION

OF SOIL MODIFIED EFFORT

10 EA

0140 ASTM D 2216 MOISTURE CONTENT BY

OVEN

10 EA

0141 ASTM D 2487 SOILS CLASSIFICATION 10 EA

0142 ASTM D 2974 ORGANIC SOILS TEST 10 EA

0143 ASTM D 422 GRAIN SIZE ANALYSIS – SIEVE

WITH HYDROMETER

10 EA

0144 ASTM D 4253 & ASTM D 4254 MAX & MIN

INDEX DENSITY

10 EA

0145 ASTM D 4318 LIQUID, PLASTIC LIMIT AND

PLASTICITY INDEX OF SOILS

10 EA

0146 ASTM D 4643 MOISTURE CONTENT

MICROWAVE OVEN METHOD

10 EA

0147 ASTM D 698 LABORATORY COMPACTION

OF SOIL STANDARD EFFORT

10 EA

0148 ASTM D 698 LABORATORY COMPACTION

OF SOIL STANDARD - 1 POINT

0149 ASTM D 854 SPECIFIC GRAVITY 10 EA

0150 CERTIFIED WELDING INSPECTOR (CWI) -

LEVEL II

100 HR

0151 STRUCTURAL STEEL AND BOLTING

SPECIAL INSPECTOR

10 HR

0152 ASTM E 709 MAGNETIC TEST 10 EA

0153 ASTM E 164 ULTRASONIC TEST 10 EA

0154 ASTM E 165 LIQUID PENETRANT TEST 10 EA

0155 ASTM E 94 RADIOGRAPHIC TEST 10 EA

NONDESTRUCTIVE TESTING

0156 ASNT NDT TECHNICIAN LEVEL III 10 HR

0157 ASNT NDT TECHNICIAN LEVEL II (NON CWI) 10 HR

0158 DISCONTINUITY ( HOLIDAY ) COATING

TEST

5 EA

0159 COATING THICKNESS TEST 5 EA

0160 HARDNESS TEST 5 EA

0161 ASTM E 488 HYDRAULIC RAM & JACK FOR

CONSTRUCTION MANAGEMENT

SERVICES

ANNOUNCEMENT NO. W912P8-17-

R-0005

YEAR 4

NO.

PAY ITEM ESTIMAT

ED

QUANTIT

Y

UNIT UNIT

PRICE

ESTIM

ATED

AMOU

NT

0162AA QAR II (S.T.) 200 HR

0162AB QAR II (O.T.) 20 HR

0162AC QAR II (S.D.) 2 HR

0163AA QAR III (S.T.) 20,000 HR

0163AB QAR III (O.T.) 2,000 HR

0163AC QAR III (S.D.) 200 HR

0164AA QAR V (S.T.) 4,000 HR

0164AB QAR V (O.T.) 400 HR

0164AC QAR V (S.D.) 40 HR

0165AA SUPV CONST REP (S.T.) 4,000 HR

0165AB SUPV CONST REP (O.T.) 400 HR

0165AC SUPV CONST REP (S.D.) 40 HR

0166AA QUALITY ASSURANCE MANAGER (S.T.) 200 HR

0166AB QUALITY ASSURANCE MANAGER (O.T.) 20 HR

0166AC QUALITY ASSURANCE MANAGER (S.D.) 2 HR

0167AA SECRETARY (S.T.) 4,000 HR

0167AB SECRETARY (O.T.) 400 HR

0167AC SECRETARY (S.D.) 20 HR

0168AA SCHEDULER (S.T.) 2,000 HR

0168AB SCHEDULER (O.T.) 200 HR

0168AC SCHEDULER (S.D.) 20 HR

0169AA EXPERT SCHEDULER (S.T.) 200 HR

0169AB EXPERT SCHEDULER (O.T.) 20 HR

0169AC EXPERT SCHEDULER (S.D) 2 HR

0170AA COST ESTIMATOR (S.T.) 4,000 HR

0170AB COST ESTIMATOR (O.T.) 400 HR

0170AC COST ESTIMATOR (S.D.) 40 HR

0171AA PROGRAM ANALYST (S.T.) 200 HR

0171AB PROGRAM ANALYST (O.T.) 20 HR

0171AC PROGRAM ANALYST (S.D.) 2 HR

0172AA CONST MANAGER (S.T.) 2,000 HR

0172AB CONST MANAGER (O.T.) 200 HR

0172AC CONST MANAGER (S.D.) 20 HR

0173AA CIVIL ENGR TECH I (S.T.) 200 HR

0173AB CIVIL ENGR TECH I (O.T.) 20 HR

0173AC CIVIL ENGR TECH I (S.D.) 2 HR

0174AA CIVIL ENGR TECH II (S.T.) 2,000 HR

0174AB CIVIL ENGR TECH II (O.T.) 200 HR

0174AC CIVIL ENGR TECH II (S.D.) 20 HR

0175 4X2 PICKUP TRUCK 6,000 DA

0176 4X4 PICKUP TRUCK 100 DA

0177 ADDITIONAL MILEAGE TBD JTR XX XX

0178AA PER DIEM LODGING TBD JTR XX XX

0178AB PER DIEM MEALS 500 DA

YEAR 4

NO.

PAY ITEM ESTIMAT

ED

QUANTIT

Y

UNIT UNIT

PRICE

ESTIM

ATED

AMOU

NT

0179 SPECIAL EQUIPMENT TBD DA XX XX

0180 SPECIAL TESTING TBD TBN XX XX

CONCRETE INSPECTION & TESTING

0181 ACI LEVEL 1 FIELD CONCRETE

TECHNICIAN

100 HR

0182 REINFORCED CONCRETE SPECIAL

INSPECTOR

50 HR

0183 PRESTRESSED CONCRETE SPECIAL

INSPECTOR

50 HR

0184 ASTM C 117 MATERIALS FINER THAN #200

SIEVE BY WASH

10 EA

0185 ASTM C 136 SIEVE ANALYSIS OF FINE &

COARSE AGGREGATES

10 EA

0186 ASTM C 190 COMPRESSIVE STRENGTH OF

MORTARS CUBE SPECIMENS

10 EA

0187 ASTM C 39 COMPRESSIVE STRENGTH OF

0188 NOISE & VIBRATION MONITORING WITH

EQUIPMENT

TBD HR

0189 VIBRATION MONITORING WITH TBD HR

EQUIPMENT

0190 SENIOR FIELD SOILS TECHNICIAN 10 HR

0191 SOILS SPECIAL INSPECTOR 10 HR

0192 ASTM D 1140 AMOUNT OF MATERIAL IN

SOILS FINER THAN #200 SIEVE

10 EA

0193 ASTM D 1557 LABORATORY COMPACTION

OF SOIL MODIFIED EFFORT

10 EA

0194 ASTM D 2216 MOISTURE CONTENT BY

OVEN

10 EA

0195 ASTM D 2487 SOILS CLASSIFICATION 10 EA

0196 ASTM D 2974 ORGANIC SOILS TEST 10 EA

0197 ASTM D 422 GRAIN SIZE ANALYSIS – SIEVE

WITH HYDROMETER

10 EA

0198 ASTM D 4253 & ASTM D 4254 MAX & MIN

INDEX DENSITY

10 EA

0199 ASTM D 4318 LIQUID, PLASTIC LIMIT AND

PLASTICITY INDEX OF SOILS

10 EA

0200 ASTM D 4643 MOISTURE CONTENT

MICROWAVE OVEN METHOD

10 EA

0201 ASTM D 698 LABORATORY COMPACTION

OF SOIL STANDARD EFFORT

10 EA

0202 ASTM D 698 LABORATORY COMPACTION

OF SOIL STANDARD - 1 POINT

0203 ASTM D 854 SPECIFIC GRAVITY 10 EA

0204 CERTIFIED WELDING INSPECTOR (CWI) -

LEVEL II

100 HR

0205 STRUCTURAL STEEL AND BOLTING

SPECIAL INSPECTOR

10 HR

0206 ASTM E 709 MAGNETIC TEST 10 EA

0207 ASTM E 164 ULTRASONIC TEST 10 EA

0208 ASTM E 165 LIQUID PENETRANT TEST 10 EA

0209 ASTM E 94 RADIOGRAPHIC TEST 10 EA

NONDESTRUCTIVE TESTING

0210 ASNT NDT TECHNICIAN LEVEL III 10 HR

0211 ASNT NDT TECHNICIAN LEVEL II (NON CWI) 10 HR

0212 DISCONTINUITY ( HOLIDAY ) COATING

TEST

5 EA

0213 COATING THICKNESS TEST 5 EA

0214 HARDNESS TEST 5 EA

0215 ASTM E 488 HYDRAULIC RAM & JACK FOR

YEAR 5

PAY ITEM ESTIMAT

ED

QUANTIT

Y

UNIT UNIT

PRICE

ESTIM

ATED

AMOU

NT

0216AA QAR II (S.T.) 200 HR

0216AB QAR II (O.T.) 20 HR

0216AC QAR II (S.D.) 2 HR

0217AA QAR III (S.T.) 20,000 HR

0217AB QAR III (O.T.) 2,000 HR

0217AC QAR III (S.D.) 200 HR

0218AA QAR V (S.T.) 4,000 HR

0218AB QAR V (O.T.) 400 HR

0218AC QAR V (S.D.) 40 HR

0219AA SUPV CONST REP (S.T.) 4,000 HR

0219AB SUPV CONST REP (O.T.) 400 HR

0219AC SUPV CONST REP (S.D.) 40 HR

0220AA QUALITY ASSURANCE MANAGER (S.T.) 200 HR

0220AB QUALITY ASSURANCE MANAGER (O.T.) 20 HR

0220AC QUALITY ASSURANCE MANAGER (S.D.) 2 HR

0221AA SECRETARY (S.T.) 4,000 HR

0221AB SECRETARY (O.T.) 400 HR

0221AC SECRETARY (S.D.) 20 HR

0222AA SCHEDULER (S.T.) 2,000 HR

0222AB SCHEDULER (O.T.) 200 HR

0222AC SCHEDULER (S.D.) 20 HR

0223AA EXPERT SCHEDULER (S.T.) 200 HR

0223AB EXPERT SCHEDULER (O.T.) 20 HR

0223AC EXPERT SCHEDULER (S.D) 2 HR

0224AA COST ESTIMATOR (S.T.) 4,000 HR

0224AB COST ESTIMATOR (O.T.) 400 HR

0224AC COST ESTIMATOR (S.D.) 40 HR

0225AA PROGRAM ANALYST (S.T.) 200 HR

0225AB PROGRAM ANALYST (O.T.) 20 HR

0225AC PROGRAM ANALYST (S.D.) 2 HR

0226AA CONST MANAGER (S.T.) 2,000 HR

0226AB CONST MANAGER (O.T.) 200 HR

0226AC CONST MANAGER (S.D.) 20 HR

0227AA CIVIL ENGR TECH I (S.T.) 200 HR

0227AB CIVIL ENGR TECH I (O.T.) 20 HR

0227AC CIVIL ENGR TECH I (S.D.) 2 HR

0228AA CIVIL ENGR TECH II (S.T.) 2,000 HR

0228AB CIVIL ENGR TECH II (O.T.) 200 HR

0228AC CIVIL ENGR TECH II (S.D.) 20 HR

0229 4X2 PICKUP TRUCK 6,000 DA

0230 4X4 PICKUP TRUCK 100 DA

0231 ADDITIONAL MILEAGE TBD JTR XX XX

0232AA PER DIEM LODGING TBD JTR XX XX

0232AB PER DIEM MEALS 500 DA

YEAR 5

PAY ITEM ESTIMAT

ED

QUANTIT

Y

UNIT UNIT

PRICE

ESTIM

ATED

AMOU

NT

0233 SPECIAL EQUIPMENT TBD DA XX XX

0234 SPECIAL TESTING TBD TBN XX XX

CONCRETE INSPECTION & TESTING

0235 ACI LEVEL 1 FIELD CONCRETE 100 HR

TECHNICIAN

0236 REINFORCED CONCRETE SPECIAL

INSPECTOR

50 HR

0237 PRESTRESSED CONCRETE SPECIAL

INSPECTOR

50 HR

0238 ASTM C 117 MATERIALS FINER THAN #200

SIEVE BY WASH

10 EA

0239 ASTM C 136 SIEVE ANALYSIS OF FINE &

COARSE AGGREGATES

10 EA

0240 ASTM C 190 COMPRESSIVE STRENGTH OF

MORTARS CUBE SPECIMENS

10 EA

0241 ASTM C 39 COMPRESSIVE STRENGTH OF

0242 NOISE & VIBRATION MONITORING WITH

EQUIPMENT

TBD HR

0243 VIBRATION MONITORING WITH

EQUIPMENT

TBD HR

0244 SENIOR FIELD SOILS TECHNICIAN 10 HR

0245 SOILS SPECIAL INSPECTOR 10 HR

0246 ASTM D 1140 AMOUNT OF MATERIAL IN

SOILS FINER THAN #200 SIEVE

10 EA

0247 ASTM D 1557 LABORATORY COMPACTION

OF SOIL MODIFIED EFFORT

10 EA

0248 ASTM D 2216 MOISTURE CONTENT BY

OVEN

10 EA

0249 ASTM D 2487 SOILS CLASSIFICATION 10 EA

0250 ASTM D 2974 ORGANIC SOILS TEST 10 EA

0251 ASTM D 422 GRAIN SIZE ANALYSIS – SIEVE

WITH HYDROMETER

10 EA

0252 ASTM D 4253 & ASTM D 4254 MAX & MIN

INDEX DENSITY

10 EA

0253 ASTM D 4318 LIQUID, PLASTIC LIMIT AND

PLASTICITY INDEX OF SOILS

10 EA

0254 ASTM D 4643 MOISTURE CONTENT

MICROWAVE OVEN METHOD

10 EA

0255 ASTM D 698 LABORATORY COMPACTION

OF SOIL STANDARD EFFORT

10 EA

0256 ASTM D 698 LABORATORY COMPACTION

OF SOIL STANDARD - 1 POINT

0257 ASTM D 854 SPECIFIC GRAVITY 10 EA

0258 CERTIFIED WELDING INSPECTOR (CWI) -

LEVEL II

100 HR

0259 STRUCTURAL STEEL AND BOLTING

SPECIAL INSPECTOR

10 HR

0260 ASTM E 709 MAGNETIC TEST 10 EA

0261 ASTM E 164 ULTRASONIC TEST 10 EA

0262 ASTM E 165 LIQUID PENETRANT TEST 10 EA

0263 ASTM E 94 RADIOGRAPHIC TEST 10 EA

NONDESTRUCTIVE TESTING

0264 ASNT NDT TECHNICIAN LEVEL III 10 HR

0265 ASNT NDT TECHNICIAN LEVEL II (NON CWI) 10 HR

0266 DISCONTINUITY ( HOLIDAY ) COATING

TEST

5 EA

0267 COATING THICKNESS TEST 5 EA

0268 HARDNESS TEST 5 EA

0269 ASTM E 488 HYDRAULIC RAM & JACK FOR

Section C - Descriptions and Specifications

SCOPE OF WORK

NOTES

1 General: All work orders shall consist of personnel duly qualified and experienced to perform the type of required services in a manner satisfactory to the COR. The Contractor shall use professional judgment in determining what equipment and/or supplies are needed to complete each delivery order assignment. The Contracting Officer reserves the right to require the replacement of any personnel immediately and assign an inspector to monitor the activity of the A-E's work upon determining that work is not being performed in accordance with recognized standards of soil, concrete, and other testing, surveying, quality assurance and safety (work practice as well as safe equipment and apparel) procedures and competency. Payment for services will cease immediately upon such determination.

The Contractor shall make a satisfactory replacement for the removed personnel in accordance with direction from the Government. No payment will be made for travel in connection with replacement.

2 All testing requirements shall be paid as indicated in Schedule B of the contract under the applicable line items. Unless otherwise indicated, testing shall include all materials, equipment, and other miscellaneous costs necessary for performing and reporting test results.

3 Soil Classification shall be in accordance with the Unified Soil Classification System and ASTM D 2487.

4 Atterberg Limits Tests shall be performed in accordance with ASTM D 4318.

5 Soil Density (Nuclear or Sand Cone Method) shall be in accordance with ASTM D 2922 or ASTM D 1556, respectively.

6 Moisture Content shall be performed in accordance with ASTM D 2216 or ASTM D 3017, if density is determined by ASTM D 2922 above.

7 Compaction tests shall be in accordance with the requirements and techniques presented in ASTM D 698, (standard effort)or ASTM 1557 (modified effort).

8 Grain size analysis shall be performed in accordance with the requirements and procedures presented in

EM 1110-2-1906.

9 Relative Density shall be calculated by using ASTM D 4253 and ASTM D 4254, maximum and minimum index density.

10 Organic Soils Content test shall be performed in accordance with ASTM D 2974.

11 Curing and Compressive Strength Testing shall be performed in accordance with the requirements and techniques in ASTM C 31 and ASTM C 39.

12 Offerors shall furnish unit prices for each item listed in the bid schedule requiring a unit price. If the offeror fails to insert a unit price in the appropriate blank for required item(s), but does furnish an extended total, or an estimated amount for such item(s), the Government shall deem the unit price to be the quotient obtained by dividing the extended amount for that line item by the quantity. IF AN OFFEROR OMITS

BOTH THE UNIT PRICE AND THE EXTENDED TOTAL OR ESTIMATED AMOUNT FOR ANY

ITEM, ITS PROPOSAL SHALL BE DECLARED NON-RESPONSIVE AND THEREFORE

INELIGIBLE FOR AWARD.

13 Offerors shall not furnish unit prices or the estimated amounts for Items Nos. 0016, 0017AA, 0018, 0019, 0070, 0071AA, 0072, 0073, 0123, 0124AA, 0125, 0126, 0177, 0178AA, 0179, 0180, 0231, 0232AA, 0233, and 0234. These CLINS are not priced in the base contract price schedule but may be utilized on the individual Task Orders.

14 Estimated quantities are provided on the base contract price schedule for evaluation purposes only. The

Government will not be bound to these values. The actual quantities will be furnished in each Task Order.

The unit prices provided will be set.

W912P8-17-R-0005

CONSTRUCTION SERVICES

SECTION C DESCRIPTION/

SPECIFICATIONS

C.1 DESCRIPTION

C.1.1 Location of Work - Construction management services for this contract will be performed primarily within the limits of the U.S. Army Engineer District, New Orleans and as directed by the Contracting Officer (KO) and in coordination with the Contracting Officer’s Representative (COR). As a regional contract, work may be located in areas assigned to other USACE Districts however, work will be primarily located within the boundaries of the New Orleans District.

C.1.2 Description of Work - The Contractor shall perform a broad range of construction management, quality assurance activities, and related services to satisfy fluctuating needs and conditions in accordance with plans developed by the Government, and other Government policy and regulations. The purpose of these activities is to manage the construction contracts and assure that construction of projects is in accordance with construction contract plans and specifications. Quality assurance activities to be performed shall include, but not be limited to:

coordinating, reading plans and specifications, monitoring, documenting, and reporting on construction contractor quality control activities and construction safety, progress, and testing. Section C.2 contains applicable technical references. Construction management services including tracking and management of project funds, submittal tracking and coordination, coordination with field personnel and other district elements concerning construction activities, modification and claim activities, and plan and specification review shall be required for the construction of levees, revetments and various structures, hydraulic and bucket dredging, the repair and/or maintenance of various structures, drainage structures and channels, debris removal, and other emergency services, but shall not be limited to the above.

C.1.3 Authorization and Assignment of Work - The general procedural guide for the authorization and assignment of work and for the performance of work under this contract is as follows:

a. Task Orders shall be either negotiated for the overall management of a particular project or work assignment or issued by the level of effort required for a stated duration. Written task orders (DD Form 1155) for a designated period will be issued by the Contracting Officer. These task orders will in general define the work and will state the end product required, or the level of effort required for a stated duration. Task Orders will identify projects and the funds obligated against those projects.

b. The task orders issued by the Contracting Officer will be clarified as necessary, either verbally or in writing by the Contracting Officer's Representative, to furnish details governing each assignment under the task order, including the date for commencement of work on each respective assignment and the work items that are required.

C.1.4 Contractor Responsibilities - The Contractor shall be held responsible for the accuracy, quality and completeness of the services to be provided. In case of unsatisfactory work, the Contractor will be held responsible as stated in C.3.4 and reviewed in accordance with the Quality Assurance Surveillance Plan (QASP) referenced in C.1.13. In performing required services, the contractor shall provide all management necessary in receiving assignments, planning, training personnel, checking completed work, and reporting results. Full time Quality Assurance is required during construction activities. Additional services that may be required include preparation of cost estimates for changes, scheduling, review and verification of progress pay estimates, quality assurance activities, performing QA Testing, funds management, preparation of scope changes, and submittal management. Except as otherwise provided in the specifications, the Contractor shall furnish all plant, personnel, transportation, fuel and supply materials as necessary to perform the services required in each task order. All of the above shall be done in accordance with the specifications of this contract.

C.1.5 Contractor Performance - The Contractor shall be prepared to commence work on each task order within 3 calendar days after date of issuance of the task order by the Contracting Officer. The Contractor will be required to commence work on each task order at the designated locations at the time specified by the Contracting Officer or his Authorized Representative. The Contractor will be notified by the Contracting Officer after issuance of the task order of the date and time to commence work on each assignment. The Contractor will perform each assignment continuously as working conditions permit or as deemed necessary by the Contracting Officer or his Authorized Representative as it relates to the construction progress and requirements, except that the Government retains the right to adjust, suspend or terminate assignments as per paragraph C.1.5.2 of this contract. The Contractor is expected to review work in progress to monitor personnel performance in accordance with the contract specifications, Government policy and regulations. The Contractor shall furnish to the Government timely notification when problems arise.

C.1.5.1 Commencement of Work on a task order - Prior to beginning assignments, each assigned employee is to meet with the COR’s designated Government Official indicated as the point of contact, to discuss specifics of the assignment. Each proposed assignment will be discussed by the Contractor's personnel and the COR’s designated Contract Coordinator as necessary to develop a mutual understanding of:

a. Type of work to be done.

b. End result expected by the Contracting Officer.

c. Methods to be used by the Contractor.

d. Reports to be submitted.

Payment shall be made to the contractor for applicable personnel attending prework meetings and shall be in accordance with the provisions of Paragraph C.1.3, Authorization and Assignment of Work. The contractor shall ensure that all contractor personnel will be properly oriented relative to the responsibilities and publications listed in C.2.1 prior to beginning an assignment.

The Contractor shall bear any costs to accomplish the above orientation for initial assignments, for substitutions, or replacements of personnel once work has begun, whether dictated by contractor or Government.

C.1.6 Approvals - For task orders utilizing labor hours, no payment will be made for services in excess of 8 hours in any one calendar day unless work is actually performed. The Contractor will obtain documented authorization prior to working more than 8 hours in any one calendar day or on a holiday. Should the contractor perform services in an overtime status, or on holidays due to emergencies, or in the event of other unforeseen circumstances without having obtained prior approval, he (contractor) must provide written justification to the Contracting Officer or the Authorized Representative on the first workday after performing the overtime or holiday work. The Contracting Officer or the Authorized Representative will review the contractor's justification to determine if post-authorization is warranted. No payment for overtime or holiday work will be made where prior written authorization or post-authorization is not granted.

C.1.7 Distribution of Work - The Government will determine which projects are to be furnished construction

C.1.5.2 Modifications to task orders - The Government reserves the right to increase or decrease the amount of services being furnished under each task order, or to discontinue completely or in part the services being furnished as may be deemed necessary by the Contracting Officer or the Authorized Representative. The Contractor agrees that no claim will be made for additional adjustments based upon increase, decrease, or discontinuance of services.

services by the Contractor and reserves the right to discontinue at any time the services provided herein subject to the guaranteed minimum. Insofar as distribution of assignments is concerned, the Contractor agrees that additional adjustments based upon alleged diversion of orders to Government or other forces shall not be a basis for a claim.

C.1.8 Contractor Mobilization - When so ordered by the Contracting Officer, the Contractor must furnish the required contract employees in compliance with paragraph C.1.5.

C.1.9 Completed Work - All completed work, including survey field notes, hydrographic survey recordings, computations and adjustments, lab test results, and other applicable reports shall be delivered to the appropriate Contracting Officer's Representative as needed in a timely manner.

C.1.10 Remote Areas - Services may be required to be performed in remote areas.

C.1.11 Travel - The contractor will furnish all necessary transportation. Except as may otherwise be provided in this contract, all travel will be at the contractor's expense. Time of service rendered will be computed on the basis of actual duty at the worksite except for instances where personnel are required to travel in a boat to reach the worksite, in which case time of service shall start when the boat providing transportation disembarks to transport personnel to the worksite. If Air Travel is necessary to perform job duties, travel expenses will be negotiated prior to travel and in accordance with the JTR.

a. Employer’s Liability Insurance. The Contractor shall furnish evidence of Employer’s Liability Insurance in an amount of not less than $100,000.00.

b. General Liability Insurance. Bodily liability insurance in the minimum limits of $500,000.00 per occurrence on the comprehensive form of policy.

c. Automobile Liability Insurance. Minimum limits are $200,000.00 per person, $500,000.00 per occurrence for bodily injury and $20,000.00 per accident for property damage. This insurance shall cover the operation of all automobiles used in performance of the contract. All vehicles to be used in performance of this contract shall be expressly designated in the insurance policy. A copy of the list of such vehicles shall be submitted to the Contracting Officer. In the event that the contractor acquires a new vehicle for use on this contract after his insurance policy has been obtained, he shall immediately amend his policy to reflect the inclusion of the new vehicle on the policy. In no event shall the contractor drive a vehicle on the Government installation or construction work site without first obtaining the required coverage for said vehicle.

C.1.13 Government Quality Assurance Surveillance Plan

a. Purpose.

The purpose of the Quality Assurance Surveillance Plan (QASP) is to identify the methods and procedures the government will use to evaluate contractor performance. These methods and procedures are designed to ensure contract standards detailed in this section of the contract are achieved.

b. Objective.

This QASP has been developed by the requiring activity to ensure

C.1.12 Insurance Requirements - The Contractor shall procure and maintain during the entire period of their performance under this contract the following minimum insurance:

that Construction Management (CM) services are performed in a timely and accurate manner to support the New Orleans District Construction Division.·

c. Roles and Responsibilities:

1. Contracting Officer Representative (COR): The COR is charged with implementing this plan and ensuring successful contractor performance.

2. Contracting Officer: The Contracting Officer will take action when the COR identifies non-conforming CM services by the contractor.

d. Methods of Surveillance.

The COR and his representatives coordinate work and verify attendance. Also, contractor's QA personnel complete daily reports documenting all QA activities.

In addition, Quality Assurance Personnel in Construction Division will perform surveillance of contractor's field activities. Details of these inspections are provided to the COR and his representatives as needed.

e. Performance Requirements Summary:

All contractor activities meet established CM standards, including compliance with Construction Division Operating Manual (CDOM), Quality Assurance Plans, BCOE processes, ASTM standards.

etc.

C.2 TECHNICAL SPECIFICATIONS

C.2.1 Technical Publications - All work performed under this contract shall be in accordance with the following publications. These publications, with the exception of the ASTM which needs to be purchased separately, will be provided on a disk. The contractor's personnel shall be familiar with, comply with, and enforce the provisions on same:

a. Corps of Engineers Manual EM 385-1-1 - Safety and Health Requirements Manual.

b. Corps of Engineers, Labor Relations Manual ER 1180-1-8.

c. Quality Assurance Representatives Guide EP 415-1-261, Volumes 1 through 4.

d. Department of the Army, Engineering Regulation ER 1180-1-6, 30 September 1995 -

Construction Quality Management.

e. Corps of Engineers, ER 1110-1-261, Quality Assurance of Laboratory Testing Procedures.

f. ASTM E 329-06a, Agencies Engaged in the Construction Inspection and/or Testing.

g. All applicable processes in the USACE Quality Management System (QMS)

h. New Orleans Construction Control Manual (NOCCM)

C.2.2 Technical Discrepancies - When construction contract plans and specifications (applicable for construction work to which construction personnel are assigned) are in conflict with the publications listed in C-

2.1 above, then the construction contract plans and specifications shall govern. When there appears to be a discrepancy between two or more construction contract specifications, in the construction contract plans, between any other regulations applicable to the construction contracts, or when there appears to be an ambiguity in any of these documents, then the construction quality assurance personnel shall appeal to the Contracting Officer's Representative to resolve discrepancies or ambiguities.

C.3 PERSONNEL

C.3.1 Personnel Requirements

C.3.1.1 General Qualifications - All personnel must be duly qualified and experienced to perform the type of required services in accordance with applicable Government regulations, policies, and standard operating procedures including, but not limited to that set forth in publications listed in Section C.2, TECHNICAL SPECIFICATIONS. The Contractor shall also be responsible for providing and maintaining a fully trained staff knowledgeable in compliance of all federal, state and local regulations applicable to Title VII and the Civil Rights Act of 1964, as amended. All personnel will be required to sign a procurement integrity form provided by the Government. The determination of whether personnel are duly qualified and experienced or whether the Contractor's work is unsatisfactory will be made by the Contracting Officer or the Authorized Representatives.

Personnel who are determined to be not qualified and/or experienced, or who do not perform the required services in accordance with the provisions herein, or who compromise or jeopardize the Government's position in any way, shall be replaced immediately by the Contractor at his (the Contractor's) expense. Correction of work or reimbursement to the Government by the Contractor shall be as set forth in C.3.4 - Unsatisfactory Work. Contract employees shall be thoroughly familiar with the construction phases of the respective work to which they are assigned. A Contractor employee may be assigned to any construction project wherein he/she meets the minimum qualifications for the level required, which will be determined by the Contracting Officer's Representative.

C.3.1.2 Specific Qualifications - The Contract employee must, at a minimum, have had experience and training described below: (Applicable education may be substituted for experience).

Position Description

Equiv Gov’t Pay

Grade

Spec Exp Yrs

Gen Exp

Total

USACE

Safety Trng Req’d

CQM

Trng

Deg

Const QAR II GS-06 2 2 4 Yes Yes HS Const QAR III GS-07 3 2 5 Yes Yes HS Const QAR V GS-09 4 3 7 Yes Yes HS Sprv Const Rep GS-11 6 3 9 Yes Yes HS Const Manager GS-12 3 3 6 Yes Yes BS(eng or construction management)

Quality Assurance Manager

GS-12 3 3 6 Yes No BS(Science or eng)

Cost Estimator GS-11 3 2 5 Yes No HS Scheduler GS-12 3 3 6 Yes No BS Expert Scheduler GS-13 5 3 8 Yes No BS Program Analyst GS-11 3 2 5 Yes No BS Secretary GS-05 0 3 3 Yes No HS Civil Engr Tech I GS-09 3 3 6 Yes No HS

Civil Engr Tech II GS-11 5 3 8 Yes No HS

The specialized experience shall be limited to experience in concrete and earthwork placement, structural, electrical, mechanical, dredging, revetment, and emergency repairs, as deemed applicable by the Contracting Officer or Authorized Representative. Typical duties of Government Personnel who perform quality assurance and other construction duties are set forth in job descriptions and are available for review at the U. S. Army Engineer District, New Orleans. All assigned Contract employees must comply with the education levels listed above. If an education requirement is not listed, the employee must be a high school graduate. All employees shall comply with the training requirements of C.3.1.5 prior to being qualified at the position required by the Contracting Officer or the Authorized Representative. With approval, QAR III's will be permitted to work at the next lower level until the training requirements of C.3.1.5 are met in full.

Personnel assigned as a Scheduler should have experience with Primavera and scheduling in the fields of heavy civil and marine construction. An Expert Scheduler should have experience in construction contract claim scheduling.

Personnel assigned as program analysts should have experience in contract funds management and programming.

Personnel assigned as Civil Engineering Technician I must be capable of assisting the Civil Engineer in application of principles, methods, and techniques of civil engineering technology, reviewing project specifications and conferring with the Civil Engineer concerning assistance required, such as plan preparation, acceptance testing, evaluation of field conditions, design changes, modifications, cost estimates and reports. The Civil Engineering Technician reviews survey notes, field computations and contract quantity computations. This work involves performing duties such as calculating dimensions, profile specifications, and quantities of materials using calculator or software programs. This technician shall develop a working knowledge of software programs utilized to develop modification packages.

Personnel assigned as Civil Engineering Technician II must be capable of assisting the Civil Engineer in application of principles, methods, and techniques of civil engineering technology, reviewing project specifications and conferring with the Civil Engineer concerning assistance required, such as plan preparation, acceptance testing, evaluation of field conditions, design changes, modifications, cost estimates and reports. The Civil Engineering Technician reviews survey notes, field computations and contract quantity computations. This work involves performing duties such as calculating dimensions, profile specifications, and quantities of materials using calculator or software programs. This technician shall develop a working knowledge of software programs utilized to develop modification packages. This technician shall be proficient in the file management program PROJECTWISE or similar and PRIMAVERA or similar software programs. In addition, this technician should have the knowledge and experience with reading and interpreting construction schedules and sequencing.

C.3.1.3 Approval of Personnel - The contractor shall be responsible for furnishing personnel who meet the minimum qualifications as per Section C of the contract and for the requirements level as determined by the Contracting Officer's Representative for each assignment. The Contractor shall furnish a resume of experience and qualifications for each employee he proposes to furnish under this contract prior to any work being performed by each respective person. Each employee proposed will be evaluated by the Quality Assurance Branch of Construction Division to determine his/her respective highest qualification level. Resumes should, at a minimum, document education level, relevant work experience with start and stop dates and references.

Resumes should be mailed to the address given in Section D or emailed to the Contract coordinator, except that attention should be indicated for Chief, Quality Assurance Branch, Construction Division. For the services required at the beginning of the contract period, the contractor shall only submit for review and approval the resumes of individuals which were included in the contractor's proposal. Substitutions will only be allowed with approval of Contracting Officer or Authorized Representative.

C.3.1.4 Approval Exceptions - When the Contracting Officer or Authorized Representative determines that services are required which, due to exigency, do not allow sufficient time for approval to be granted as per para. C.3.1.3, the Contractor will be allowed to commence work pending said approval. The allowance by the Government for the Contractor to perform services pending approval of personnel as per para. C.3.1.3 shall not constitute waiver of the qualifications provisions of Section C of the contract. Further, payment by the Government to the Contractor for services satisfactorily performed while in an approval pending status shall not constitute approval of personnel who performed said services.

C.3.1.5 Training – The following training is required for all Construction Managers, Supervisory Construction Representatives and Quality Assurance Representatives. Training of these employees is the responsibility of the Contractor and each individual employee. As such the Contractor and his employee will bear all cost for training. The training requirements of this paragraph shall not be performed during contract work hours, whether straight time, overtime, or holiday time.

a. OSHA 30 hr Safety – All QAR’s must have successfully completed a 30-hour OSHA Construction safety class or as an equivalent 30 hours of formal construction safety and health training covering the subjects of the OSHA 30- hour course. Employees will be given a 6 month grace period from initial employment to complete this requirement.

C.3.1.6 Training Compensated by the Government

a. USACE Safety – All employees must complete USACE Safety training at the MVN Headquarters.

Only personnel who have completed the safety test and scored higher than seventy (70) percent will be considered fully qualified to work on Government projects.

b. Any USACE mandated training that may arise throughout the duration of this contract.

C.3.2 Personnel Management - Management of employees and the tasks they perform are the Contractor's responsibility. The contractor is expected to furnish all supervision necessary in planning, organizing, performing and checking the work to produce the end products required by the Contracting Officer or Authorized Representative. All costs in connection with the Contractor's management personnel are considered to be included in the contract unit prices listed in the Schedule of Prices and shall not be paid for as a separate item.

C.3.3 Contractor's Authorized Representative - The Contractor will designate within…