Specification_01_22_00.pdf

Isabella Lake DSMP - Dams and Spillways 1966 April 13, 2017

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 JOB PAYMENT ITEMS

1.1.1 Measurement

1.1.2 Unit of Measure

1.1.3 EQUIPMENT MOBILIZATION, DEMOBILIZATION AND PREPARATORY WORK

(CLIN 0001AA)

1.1.3.1 Payment

1.1.4 TEMPORARY SITE POWER (CLIN 0001AB)

1.1.4.1 Payment

1.1.5 MOBILIZATION AND DEMOBILIZATION OF CONCRETE BATCH PLANT (CLIN

0001AD

1.1.5.1 Payment

1.1.6 MOBILIZATION AND DEMOBILIZATION OF ROCK CRUSHING PLANT (CLIN

0001AE)

1.1.6.1 Payment

1.1.7 SWPPP AND ENVIRONMENTAL REQUIREMENTS (CLIN 0002)

1.1.7.1 Payment

1.1.8 SITE PREPARATION (CLIN 0003)

1.1.8.1 Payment

1.1.9 DEMOLITION OF EXISTING FACILITIES (CLIN 0004)

1.1.9.1 Payment

1.1.10 INSTRUMENTATION - BASE CONTRACT (CLIN 0006)

1.1.10.1 Payment

1.1.11 AUX DAM (BASE) - TEST FILL (CLIN 0009AA)

1.1.11.1 Payment

1.1.12 MAIN DAM - DEWATERING (CLIN 0010AA)

1.1.12.1 Payment

1.1.13 MAIN DAM - TOE DRAIN SYSTEM AND DOWNSTREAM FILL (CLIN 0010AQ)

1.1.13.1 Payment

1.1.14 MAIN DAM - DAM CREST SURFACE FEATURES (CLIN 0010AR)

1.1.14.1 Payment

1.1.15 MAIN DAM RIGHT WALL - TEMPORARY DETOUR AND TRAFFIC CONTROL

(CLIN 0011AD)

1.1.15.1 Payment

1.1.16 MAIN DAM RIGHT WALL - STATE ROUTE 155 ROAD WORK (CLIN 0011AF)

1.1.16.1 Payment

1.1.17 MAIN DAM RIGHT WALL - WALL CONSTRUCTION (CLIN 0011AG)

1.1.17.1 Payment

1.1.18 MAIN DAM CONTROL TOWER (CLIN 0012)

1.1.18.1 Payment

1.1.19 SERVICE SPILLWAY WALLS (CLIN 0013AD)

1.1.19.1 Payment

1.1.20 SERVICE SPILLWAY PEDESTRIAN BRIDGE AND STAIRS (CLIN 0013AE)

1.1.20.1 Payment

1.1.21 PONDEROSA DRIVE & BARLOW ROAD - DRAINAGE FEATURES (CLIN 0015AF)

01 22 00 - 1 Amendment 0003

1.1.21.1 Payment

1.1.22 PONDEROSA DRIVE & BARLOW ROAD - SIGNAGE & STRIPING (CLIN

0015AG)

1.1.22.1 Payment

1.1.23 DRAIN INLET AT SR 178 (CLIN 0015AN)

1.1.23.1 Payment

1.1.24 PERMANENT SITE POWER AND COMMUNICATION (CLIN 0016)

1.1.24.1 Payment

1.1.25 AUXILIARY DAM RECREATION AREA (CLIN 0017AA)

1.1.25.1 Payment

1.1.26 OLD ISABELLA RECREATION AREA (CLIN 0017AB)

1.1.26.1 Payment

1.1.27 SOUTH FORK RECREATION AREA (CLIN 0017AC)

1.1.27.1 Payment

1.1.28 MAIN DAM CAMPGROUND GRADE RESTORATION AND CLEAN UP (CLIN

0017AD)

1.1.28.1 Payment

1.1.29 BOAT LAUNCH 19 (CLIN 0017AE)

1.1.29.1 Payment

1.1.30 INSTRUMENTATION FOR AUX DAM (OPTION 1 CLIN 1001)

1.1.30.1 Payment

1.1.31 DEMOLITION OF BOREL CONDUIT AND TOWER (OPTION 1 CLIN 1002AA)

1.1.31.1 Payment

1.1.32 BOREL CANAL UPSTREAM BACKFILL (OPTION 1 CLIN 1002AB)

1.1.32.1 Payment

1.1.33 BOREL CANAL DOWNSTREAM BACKFILL (OPTION 1 CLIN 1002AC)

1.1.33.1 Payment

1.1.34 Payment

1.1.35 AUX DAM - DEWATERING (OPTION 1 CLIN 1003AB)

1.1.35.1 Payment

1.1.36 AUX DAM - TOE DRAIN AND PUMP HOUSE SYSTEM (OPTION 1 CLIN

1003AS)

1.1.36.1 Payment

1.1.37 AUX DAM - DAM CREST SURFACE FEATURES (OPTION 1 CLIN 1003AT)

1.1.37.1 Payment

1.1.38 AUX DAM - DELETE STOCKPILING REQUIREMENT (OPTION 1 CLIN 1004)

1.1.38.1 Payment

1.2 UNIT PRICE PAYMENT ITEMS

1.2.1 NEW WATER WELLS (CLIN 0001AC)

1.2.1.1 Payment

1.2.1.2 Measurement

1.2.1.3 Unit of Measure

1.2.2 EROSION CONTROL SEEDING (CLIN 0005AA)

1.2.2.1 Payment

1.2.2.2 Measurement

1.2.2.3 Unit of Measure

1.2.3 SEEDING MAINTENANCE (CLIN 0005AB)

1.2.3.1 Payment

1.2.3.2 Measurement

1.2.3.3 Unit of Measure

1.2.4 EMERGENCY SPILLWAY - COMMON EXCAVATION (CLIN 0007AA)

1.2.4.1 Payment

1.2.4.2 Measurement

1.2.4.3 Unit of Measure

1.2.5 EMERGENCY SPILLWAY - ROCK EXCAVATION (CLIN 0007AB)

1.2.5.1 Payment

1.2.5.2 Measurement

1.2.5.3 Unit of Measure

1.2.6 EMERGENCY SPILLWAY - PRE-SPLITTING (CLIN 0007AC)

01 22 00 - 2

1.2.6.1 Payment

1.2.6.2 Measurement

1.2.6.3 Unit of Measure

1.2.7 EMERGENCY SPILLWAY - FOUNDATION ROCK CLEANING FOR GEOLOGIC

MAPPING (CLIN 0007AD)

1.2.7.1 Payment

1.2.7.2 Measurement

1.2.7.3 Unit of Measure

1.2.8 EMERGENCY SPILLWAY - EXCAVATION OF AREA 1 (CLIN 0007AE)

1.2.8.1 Payment

1.2.8.2 Measurement

1.2.8.3 Unit of Measure

1.2.9 EMERGENCY SPILLWAY - EXCAVATION OF AREA 2 (CLIN 0007AF)

1.2.9.1 Payment

1.2.9.2 Measurement

1.2.9.3 Unit of Measure

1.2.10 EMERGENCY SPILLWAY - DENTAL CONCRETE (CLIN 0007AG)

1.2.10.1 Payment

1.2.10.2 Measurement

1.2.10.3 Unit of Measure

1.2.11 EMERGENCY SPILLWAY - ROCK ANCHORS (PATTERN BOLTS)(CLIN 0007AH)

1.2.11.1 Payment

1.2.11.2 Measurement

1.2.11.3 Unit of Measure

1.2.12 EMERGENCY SPILLWAY - ROCK ANCHORS (SPOT BOLTS)(CLIN 0007AJ)

1.2.12.1 Payment

1.2.12.2 Measurement

1.2.12.3 Unit of Measure

1.2.13 EMERGENCY SPILLWAY - SPOT SHOTCRETE (CLIN 0007AK)

1.2.13.1 Payment

1.2.13.2 Measurement

1.2.13.3 Unit of Measure

1.2.14 EMERGENCY SPILLWAY - DTH MESH NETTING (CLIN 0007AL)

1.2.14.1 Payment

1.2.14.2 Measurement

1.2.14.3 Unit of Measure

1.2.15 EMERGENCY SPILLWAY - PATTERN DRAINS (CLIN 0007AM)

1.2.15.1 Payment

1.2.15.2 Measurement

1.2.15.3 Unit of Measure

1.2.16 EMERGENCY SPILLWAY - SHEET/STRIP DRAINS (CLIN 0007AN)

1.2.16.1 Payment

1.2.16.2 Measurement

1.2.16.3 Unit of Measure

1.2.17 LABYRINTH WEIR - FOUNDATION LEVELING CONCRETE (CLIN 0008AA)

1.2.17.1 Payment

1.2.17.2 Measurement

1.2.17.3 Unit of Measure

1.2.18 LABYRINTH WEIR - FOUNDATION ANCHORS (CLIN 0008AB)

1.2.18.1 Payment

1.2.18.2 Measurement

1.2.18.3 Unit of Measure

1.2.19 LABYRINTH WEIR - FOUNDATION CONCRETE (CLIN 0008AC)

1.2.19.1 Payment

1.2.19.2 Measurement

1.2.19.3 Unit of Measure

1.2.20 LABYRINTH WEIR - FOUNDATION BACKFILL (CLIN 0008AD)

1.2.20.1 Payment

1.2.20.2 Measurement

01 22 00 - 3

1.2.20.3 Unit of Measure

1.2.21 LABYRINTH WEIR - WALL CONCRETE (CLIN 0008AE)

1.2.21.1 Payment

1.2.21.2 Measurement

1.2.21.3 Unit of Measure

1.2.22 LABYRINTH WEIR - ABUTMENT WALLS - CONCRETE (CLIN 0008AF)

1.2.22.1 Payment

1.2.22.2 Measurement

1.2.22.3 Unit of Measure

1.2.23 LABYRINTH WEIR - ABUTMENT WALLS - SHOTCRETE (CLIN 0008AG)

1.2.23.1 Payment

1.2.23.2 Measurement

1.2.23.3 Unit of Measure

1.2.24 AUX DAM (BASE) - LONG TERM STOCKPILE FILTER SAND (Zone 2a)

(CLIN 0009AB)

1.2.24.1 Payment

1.2.24.2 Measurement

1.2.24.3 Unit of Measure

1.2.25 AUX DAM (BASE) - LONG TERM STOCKPILE DRAIN ROCK (Zone 2b)

(CLIN 0009AC)

1.2.25.1 Payment

1.2.25.2 Measurement

1.2.25.3 Unit of Measure

1.2.26 AUX DAM (BASE) - LONG TERM STOCKPILE TRANSITION (Zone 3) (CLIN

0009AD)

1.2.26.1 Payment

1.2.26.2 Measurement

1.2.26.3 Unit of Measure

1.2.27 AUX DAM (BASE) - LONG TERM STOCKPILE ROCK FILL (Zone 4b) (CLIN

0009AE)

1.2.27.1 Payment

1.2.27.2 Measurement

1.2.27.3 Unit of Measure

1.2.28 AUX DAM (BASE) - LONG TERM STOCKPILE 8-INCH MINUS ROCK (Zone

6) (CLIN 0009AF)

1.2.28.1 Payment

1.2.28.2 Measurement

1.2.28.3 Unit of Measure

1.2.29 AUX DAM (BASE) - LONG TERM STOCKPILE BEDDING STONE (CLIN

0009AG)

1.2.29.1 Payment

1.2.29.2 Measurement

1.2.29.3 Unit of Measure

1.2.30 AUX DAM (BASE) - LONG TERM STOCKPILE RIPRAP STONE (CLIN 0009AH)

1.2.30.1 Payment

1.2.30.2 Measurement

1.2.31 AUX DAM (BASE) - LONG TERM STOCKPILE FILTER LAYER STONE (CLIN

0009AJ)

1.2.31.1 Payment

1.2.31.2 Measurement

1.2.32 MAIN DAM - COMMON EXCAVATION (CLIN 0010AB)

1.2.32.1 Payment

1.2.32.2 Measurement

1.2.32.3 Unit of Measure

1.2.33 MAIN DAM - ROCK EXCAVATION (CLIN 0010AC)

1.2.33.1 Payment

1.2.33.2 Measurement

1.2.33.3 Unit of Measure

1.2.34 MAIN DAM - CORE (Zone 1) (CLIN 0010AD)

01 22 00 - 4

1.2.34.1 Payment

1.2.34.2 Measurement

1.2.34.3 Unit of measure

1.2.35 MAIN DAM - FILTER SAND (Zone 2a) (CLIN 0010AE)

1.2.35.1 Payment

1.2.35.2 Measurement

1.2.35.3 Unit of Measure

1.2.36 MAIN DAM - DRAIN ROCK (Zone 2b) (CLIN 0010AF)

1.2.36.1 Payment

1.2.36.2 Measurement

1.2.36.3 Unit of Measure

1.2.37 MAIN DAM - TRANSITION (Zone 3) (CLIN 0010AG)

1.2.37.1 Payment

1.2.37.2 Measurement

1.2.37.3 Unit of measure

1.2.38 MAIN DAM - ROCK FILL (Zone 4a/4b) (CLIN 0010AH)

1.2.38.1 Payment

1.2.38.2 Measurement

1.2.38.3 Unit of Measure

1.2.39 MAIN DAM - ROAD BASE (Zone 5) (CLIN 0010AJ)

1.2.39.1 Payment

1.2.39.2 Measurement

1.2.39.3 Unit of Measure

1.2.40 MAIN DAM - 8-INCH MINUS ROCK (Zone 6) (CLIN 0010AK)

1.2.40.1 Payment

1.2.40.2 Measurement

1.2.40.3 Unit of Measure

1.2.41 MAIN DAM - BEDDING STONE (CLIN 0010AL)

1.2.41.1 Payment

1.2.41.2 Measurement

1.2.41.3 Unit of Measure

1.2.42 MAIN DAM - RIPRAP STONE (CLIN 0010AM)

1.2.42.1 Payment

1.2.42.2 Measurement

1.2.42.3 Unit of Measure

1.2.43 MAIN DAM - DERRICK STONE (CLIN 0010AN)

1.2.43.1 Payment

1.2.43.2 Measurement

1.2.43.3 Unit of Measure

1.2.44 MAIN DAM - FILTER LAYER STONE (CLIN 0010AP)

1.2.44.1 Payment

1.2.44.2 Measurement

1.2.44.3 Unit of Measure

1.2.45 MAIN DAM - DENTAL CONCRETE AT TOWER (CLIN 0010AS)

1.2.45.1 Payment

1.2.45.2 Measurement

1.2.45.3 Unit of Measure

1.2.46 MAIN DAM RIGHT WALL - COMMON EXCAVATION (CLIN 0011AA)

1.2.46.1 Payment

1.2.46.2 Measurement

1.2.46.3 Unit of Measure

1.2.47 MAIN DAM RIGHT WALL - ROCK EXCAVATION (CLIN 0011AB)

1.2.47.1 Payment

1.2.47.2 Measurement

1.2.47.3 Unit of Measure

1.2.48 MAIN DAM RIGHT WALL - LEVELING CONCRETE (CLIN 0011AC)

1.2.48.1 Payment

1.2.48.2 Measurement

1.2.48.3 Unit of Measure

01 22 00 - 5

1.2.49 MAIN DAM RIGHT WALL - TEMPORARY DETOUR FILL (ZONE 1) (CLIN

0011AE)

1.2.49.1 Payment

1.2.49.2 Measurement

1.2.49.3 Unit of Measure

1.2.50 DOUBLE TWIST HEXAGONAL MESH NETTING (CLIN 00011AH)

1.2.50.1 Payment

1.2.50.2 Measurement

1.2.50.3 Unit of Measure

1.2.51 SERVICE SPILLWAY - COMMON EXCAVATION (CLIN 0013AA)

1.2.51.1 Payment

1.2.51.2 Measurement

1.2.51.3 Unit of Measure

1.2.52 SERVICE SPILLWAY - ROCK EXCAVATION (CLIN 0013AB)

1.2.52.1 Payment

1.2.52.2 Measurement

1.2.52.3 Unit of Measure

1.2.53 SERVICE SPILLWAY - DOUBLE TWIST HEXAGONAL MESH NETTING (CLIN

0013AC)

1.2.53.1 Payment

1.2.53.2 Measurement

1.2.53.3 Unit of Measure

1.2.54 PERMANENT OPERATIONS BUILDING - COMMON EXCAVATION (CLIN 0014AA)

1.2.54.1 Payment

1.2.54.2 Measurement

1.2.54.3 Unit of Measure

1.2.55 PERMANENT OPERATIONS BUILDING - ROCK EXCAVATION (CLIN 0014AB)

1.2.55.1 Payment

1.2.55.2 Measurement

1.2.55.3 Unit of Measure

1.2.56 PERMANENT OPERATIONS BUILDING - FILL (CLIN 0014AC)

1.2.56.1 Payment

1.2.56.2 Measurement

1.2.56.3 Unit of Measure

1.2.57 PONDEROSA DR & BARLOW ROAD - COMMON EXCAVATION (CLIN 0015AA)

1.2.57.1 Payment

1.2.57.2 Measurement

1.2.57.3 Unit of Measure

1.2.58 PONDEROSA DR & BARLOW ROAD - ROCK EXCAVATION (CLIN 0015AB)

1.2.58.1 Payment

1.2.58.2 Measurement

1.2.58.3 Unit of Measure

1.2.59 PONDEROSA DR & BARLOW ROAD - FILL (CLIN 0015AC)

1.2.59.1 Payment

1.2.59.2 Measurement

1.2.59.3 Unit of measure

1.2.60 PONDEROSA DR & BARLOW ROAD - ROAD BASE (CLIN 0015AD)

1.2.60.1 Payment

1.2.60.2 Measurement

1.2.60.3 Unit of Measure

1.2.61 PONDEROSA DR & BARLOW ROAD - PAVING (CLIN 0015AE)

1.2.61.1 Payment

1.2.61.2 Measurement

1.2.61.3 Unit of Measure

1.2.62 GUARDRAIL (CLIN 0015AH)

1.2.62.1 Payment

1.2.62.2 Measurement

1.2.62.3 Unit of Measure

1.2.63 GATES - PIPE (CLIN 0015AJ)

01 22 00 - 6

1.2.63.1 Payment

1.2.63.2 Measurement

1.2.63.3 Unit of Measure

1.2.64 GATES - CRASH RATED (CLIN 0015AK)

1.2.64.1 Payment

1.2.64.2 Measurement

1.2.64.3 Unit of Measure

1.2.65 BOULDER BARRIER (CLIN 0015AL)

1.2.65.1 Payment

1.2.65.2 Measurement

1.2.65.3 Unit of Measure

1.2.66 CHAINLINK FENCE (CLIN 0015AM)

1.2.66.1 Payment

1.2.66.2 Measurement

1.2.66.3 Unit of Measure

1.2.67 AUX DAM - COMMON EXCAVATION (OPTION 1 CLIN 1003AC)

1.2.67.1 Payment

1.2.67.2 Measurement

1.2.67.3 Unit of Measure

1.2.68 AUX DAM - ROCK EXCAVATION (OPTION 1 CLIN 1003AD)

1.2.68.1 Payment

1.2.68.2 Measurement

1.2.68.3 Unit of Measure

1.2.69 AUX DAM - DENTAL CONCRETE (OPTION 1 CLIN 1003AE)

1.2.69.1 Payment

1.2.69.2 Measurement

1.2.69.3 Unit of Measure

1.2.70 AUX DAM - DENTAL MORTAR (OPTION 1 CLIN 1003AF)

1.2.70.1 Payment

1.2.70.2 Measurement

1.2.70.3 Unit of Measure

1.2.71 AUX DAM - CORE (Zone 1) (OPTION 1 CLIN 1003AG)

1.2.71.1 Payment

1.2.71.2 Measurement

1.2.71.3 Unit of Measure

1.2.72 AUX DAM - FILTER SAND (Zone 2a) (OPTION 1 CLIN 1003AH)

1.2.72.1 Payment

1.2.72.2 Measurement

1.2.72.3 Unit of Measure

1.2.73 AUX DAM - DRAIN ROCK (Zone 2b) (OPTION 1 CLIN 1003AJ)

1.2.73.1 Payment

1.2.73.2 Measurement

1.2.73.3 Unit of Measure

1.2.74 AUX DAM - TRANSITION (Zone 3) (OPTION 1 CLIN 1003AK)

1.2.74.1 Payment

1.2.74.2 Measurement

1.2.74.3 Unit of Measure

1.2.75 AUX DAM - ROCK FILL (Zone 4b) (OPTION 1 CLIN 1003AL)

1.2.75.1 Payment

1.2.75.2 Measurement

1.2.75.3 Unit of Measure

1.2.76 AUX DAM - ROAD BASE (Zone 5) (OPTION 1 CLIN 1003AM)

1.2.76.1 Payment

1.2.76.2 Measure

1.2.76.3 Unit of Measure

1.2.77 AUX DAM - 8'MINUS ROCK (Zone 6) (OPTION 1 CLIN 1003AN)

1.2.77.1 Payment

1.2.77.2 Measurement

1.2.77.3 Unit of Measure

01 22 00 - 7

1.2.78 AUX DAM - BEDDING STONE (OPTION 1 CLIN 1003AP)

1.2.78.1 Payment

1.2.78.2 Measurement

1.2.78.3 Unit of Measure

1.2.79 AUX DAM - RIPRAP STONE (OPTION 1 CLIN 1003AQ)

1.2.79.1 Payment

1.2.79.2 Measurement

1.2.80 AUX DAM - FILTER LAYER STONE (OPTION 1 CLIN 1003AR)

1.2.80.1 Payment

1.2.80.2 Measurement

1.2.81 AUX DAM - GATES (CRASH RATED) (OPTION 1 CLIN 1005AA)

1.2.81.1 Payment

1.2.81.2 Measurement

1.2.81.3 Unit of Measure

1.2.82 AUX DAM - BOULDER BARRIER (OPTION 1 CLIN 1005AB)

1.2.82.1 Payment

1.2.82.2 Measurement

1.2.82.3 Unit of Measure

1.2.83 AUX DAM - GUARDRAIL (OPTION 1 CLIN 1005AC)

1.2.83.1 Payment

1.2.83.2 Measurement

1.2.83.3 Unit of Measure

1.2.84 AUX DAM - CHAINLINK FENCE (OPTION 1 CLIN 1005AD)

1.2.84.1 Payment

1.2.84.2 Measurement

1.2.84.3 Unit of Measure

1.2.85 ADDITIONAL ROLLING FOR COMPACTION - 10 TON (OPTION 2 CLIN

2001AA)

1.2.85.1 Payment

1.2.85.2 Measurement

1.2.85.3 Unit of Measure

1.2.86 ADDITIONAL ROLLING FOR COMPACTION - 20 TON (OPTION 2 CLIN

2001AB)

1.2.86.1 Payment

1.2.86.2 Measurement

1.2.86.3 Unit of Measure

1.2.87 ADDITIONAL ROLLING FOR COMPACTION - FRONT END LOADER(OPTION 2

CLIN 2001AC)

1.2.87.1 Payment

1.2.87.2 Measurement

1.2.87.3 Unit of Measure

1.2.88 DENTAL MORTAR (OPTION 3 CLIN 3001AA)

1.2.88.1 Payment

1.2.88.2 Measurement

1.2.88.3 Unit of Measure

1.2.89 DENTAL CONCRETE (OPTION 3 CLIN 3001AB)

1.2.89.1 Payment

1.2.89.2 Measurement

1.2.89.3 Unit of Measure

1.2.90 SPOT ANCHORS (OPTION 4 CLIN 4001)

1.2.90.1 Payment

1.2.90.2 Measurement

1.2.90.3 Unit of Measure

1.2.91 DOUBLE TWIST HEXAGONAL MESH NETTING (OPTION 5 CLIN 5001)

1.2.91.1 Payment

1.2.91.2 Measurement

1.2.91.3 Unit of Measure

1.2.92 SPOT SHOTCRETE (OPTION 6 CLIN 6001)

1.2.92.1 Payment

01 22 00 - 8

1.2.92.2 Measurement

1.2.92.3 Unit of Measure

1.2.93 SPOT DRAINS (OPTION 7 CLIN 7001)

1.2.93.1 Payment

1.2.93.2 Measurement

1.2.93.3 Unit of Measure

1.2.94 SHEET/STRIP DRAINS (OPTION 8 CLIN 8001)

1.2.94.1 Payment

1.2.94.2 Measurement

1.2.94.3 Unit of Measure

1.2.95 CLEANING/SURFACE PREPARATION (OPTION 9 CLIN 9001)

1.2.95.1 Payment

1.2.95.2 Measurement

1.2.95.3 Unit of Measure

1.2.96 MISCELLANEOUS GRADING AT USFS RECREATION SITES (OPTION 10 CLIN

10001)

1.2.96.1 Payment

1.2.96.2 Measurement

1.2.96.3 Unit of Measure

1.2.97 UNDERWATER GRADING AT USFS RECREATION SITES (OPTION 11 CLIN

11001)

1.2.97.1 Payment

1.2.97.2 Measurement

1.2.97.3 Unit of Measure

1.2.98 MISCELLANEOUS CONCRETE AT USFS RECREATION SITES (OPTION 12

CLIN 12001)

1.2.98.1 Payment

1.2.98.2 Measurement

1.2.98.3 Unit of Measure

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

01 22 00 - 9

SECTION 01 22 00

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 JOB PAYMENT ITEMS

Payment items for the work of this contract for which contract job payments will be made are listed in the PRICING SCHEDULE and described below. All costs for items of work, which are not specifically mentioned to be included in a particular job or unit price payment item, must be included in the listed job item most closely associated with the work involved. The job price and payment made for each item listed must constitute full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, removal, restoration, and for performing all work required for which separate payment is not otherwise provided.

1.1.1 Measurement

Percent complete based on approved Project Schedule and "Earnings Report by CLIN" as required in 01 32 01 PROJECT SCHEDULE.

1.1.2 Unit of Measure

Unit of Measure: JOB

1.1.3 EQUIPMENT MOBILIZATION, DEMOBILIZATION AND PREPARATORY WORK (CLIN

0001AA)

1.1.3.1 Payment

Progress payments will be made for mobilization and prep work items including site set up, temporary construction trailers, equipment mobilization to site, etc. as outlined in 01 00 00 GENERAL REQUIREMENTS, 01 11 00 SUMMARY OF WORK, 01 14 00.10 WORK AND SITE ACCESS RESTRICTIONS, 01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS, 01 58 00 PROJECT

IDENTIFICATION, and 01 71 10 MOBILIZATION AND DEMOBILIZATION. Mobilization items must not exceed 60% of the total CLIN and demobilization must not exceed 40% of the total CLIN. Salvage value must be included in the Contractors assumptions and no separate payment will be made for differences between assumed salvage value and actual salvage value.

Mobilization and demobilization of the on-site concrete batch plant(s) ad of the on-site crushing plant(s) are not part of this bid item and are included as two separate bid items.

1.1.4 TEMPORARY SITE POWER (CLIN 0001AB)

1.1.4.1 Payment

Payment will be made for installation of temporary power system poles, lines, switchboard, circuit breaker, transformers, and other equipment necessary to supply electric power to all temporary facilities and

01 22 00 - 10 equipment and to temporarily power all permanent facilities during construction as required in 01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS. Include in this CLIN the SCE fees for primary meter underground work; invoices 242518, 242225, and 242238 as required in 01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS. All electric utility bills for the site are to be included in this CLIN. Any reconfigurations necessary during construction due to Contractors planned site use must be included in this CLIN. Salvage value must be included in the Contractors assumptions and no separate payment will be made for differences between assumed salvage value and actual salvage value.

1.1.5 MOBILIZATION AND DEMOBILIZATION OF CONCRETE BATCH PLANT (CLIN 0001AD)

1.1.5.1 Payment

Payment will be made for all work associated with the mobilization and demobilization of the Concrete Batch Plant to include all transportation, equipment, set-up, calibration, testing, and removal upon completion of work in accordance with section 03 30 00 CAST IN PLACE CONCRETE.

Mobilization items must not exceed 60% of the total CLIN and demobilization must not exceed 40% of the total CLIN. Salvage value must be included in the Contractors assumptions and no separate payment will be made for differences between assumed salvage value and actual salvage value. Plant operation and maintenance will not be paid as a separate line item and must be included in the price of placed concrete.

1.1.6 MOBILIZATION AND DEMOBILIZATION OF ROCK CRUSHING PLANT (CLIN 0001AE)

1.1.6.1 Payment

Payment will be made for all work associated with the mobilization and demobilization of the Crushing and Processing Plant to include all transportation, equipment, set-up, calibration, and testing to be ready for production of all necessary materials in accordance with specification Section 01 53 29 TEMPORARY AGGREGATE PROCESSING PLANT; item also includes removal of the plant from the site. Mobilization items must not exceed 60% of the total CLIN and demobilization must not exceed 40% of the total CLIN. Salvage value must be included in the Contractors assumptions and no separate payment will be made for differences between assumed salvage value and actual salvage value. Plant operation and maintenance will not be paid as a separate line item and must be included in the price of placed materials.

1.1.7 SWPPP AND ENVIRONMENTAL REQUIREMENTS (CLIN 0002)

1.1.7.1 Payment

Payment will be made for all temporary Environmental Compliance and SWPPP requirements as indicated in Sections 01 57 20 ENVIRONMENTAL PROTECTION and Section 01 57 23 TEMPORARY STORM WATER POLLUTION CONTROL.

1.1.8 SITE PREPARATION (CLIN 0003)

1.1.8.1 Payment

Site preparation includes development of staging areas, haul roads, site fencing, signage, clearing and grubbing. No separate payment will be made for clearing and grubbing and the quantity must not be included as part of the common excavation material.

01 22 00 - 11

1.1.9 DEMOLITION OF EXISTING FACILITIES (CLIN 0004)

1.1.9.1 Payment

Demolition of existing facilities includes all structures, utilities, ten

(10) USACE owned utility poles and attached lines, hardstands, and miscellaneous items as indicated in the plans and specifications. The demolition of the Existing Borel Conduit, Tower, and related Canal and appurtenances must not be included in this CLIN, but must be included in the Optional CLIN for Demolition of the Borel Conduit and Tower.

Demolition and decommissioning of instruments must be included under the Instrumentation CLIN. Demolition required within the Recreation Areas must not be included in this CLIN, but must be included in the JOB pricing for each recreation area as defined in the contract documents.

1.1.10 INSTRUMENTATION - BASE CONTRACT (CLIN 0006)

1.1.10.1 Payment

Instrumentation CLIN includes all costs to decommission, preserve, upgrade, replace, or install new instruments as indicated on the plans and specifications and in accordance with 33 29 13 EXPLORATION AND PIEZOMETER HOLE ABANDONMENT, 31 09 13 GEOTECHNICAL INSTRUMENTATION AND MONITORING and 31 09 13.11 AUTOMATED DATA ACQUISITION SYSTEM specifically.

1.1.11 AUX DAM (BASE) - TEST FILL (CLIN 0009AA)

1.1.11.1 Payment

CLIN must include all elements to construct, test, remove and restore the test fill section as indicated in the plans and specifications.

1.1.12 MAIN DAM - DEWATERING (CLIN 0010AA)

1.1.12.1 Payment

Line item must include all required costs to de-water all work related to the Main Dam construction including but not limited to: Wells, well points, piping, pumps, electrical connection, back-up power generation, ponds, monitoring, testing, filtration, and removal.

1.1.13 MAIN DAM - TOE DRAIN SYSTEM AND DOWNSTREAM FILL (CLIN 0010AQR)

1.1.13.1 Payment

CLIN must include the complete toe drain system as indicated in the plans and specifications including but not limited to man holes, vaults, piping, and pipe connections. CLIN also includes downstream random fill, rip rap, culvert, culvert headwall, ditch, and any required dewatering efforts to conduct this work. CLIN does not include filter sand or drain stone; these items are included in their respective unit price CLINs. Payment for the flume is not included in this CLIN but should be included in

INSTRUMENTATION - BASE CONTRACT (CLIN 0006AA).

01 22 00 - 12

1.1.14 MAIN DAM - DAM CREST SURFACE FEATURES (CLIN 0010ASR)

1.1.14.1 Payment

Payment will be made for the complete Main Dam crest surface features as indicated the plans and specifications including but not limited to pavement, survey markers, guide posts and station markers. Fill materials are not included in this item, but must be included in the appropriate unit price CLINs.

1.1.15 MAIN DAM RIGHT WALL - TEMPORARY DETOUR AND TRAFFIC CONTROL (CLIN

0011AD)

1.1.15.1 Payment

Bid item to include the cost of all work associated with this item including but not limited to pavement, traffic safety devices, signage/markings and traffic control as developed by the contractor and approved by the Contracting Officer. Do not include the cost of excavation or fill for the temporary work platform in this item.

1.1.16 MAIN DAM RIGHT WALL - STATE ROUTE 155 ROAD WORK (CLIN 0011AF)

1.1.16.1 Payment

Bid item to include all work associated with this item including but not limited to pavement, traffic safety devices, signage/markings for the restored section of State Route 155. Also include the cost of underlying utilities/drainage features indicated to be relocated. Do not include the cost of excavation or fill for the temporary work platform in this item.

1.1.17 MAIN DAM RIGHT WALL - WALL CONSTRUCTION (CLIN 0011AG)

1.1.17.1 Payment

Bid item to include the cost to construct the Main Dam Right Wall as indicated in the plans and specifications, including but not limited to, all necessary prep work, temporary platforms, concrete, forming, reinforcing steel, all embeded items, foundation drains, base slab joint drains, site drainage features, railings, clean up, and restoration.

1.1.18 MAIN DAM CONTROL TOWER (CLIN 0012)

1.1.18.1 Payment

Payment will be made for complete system as indicated on the plans and specifications including but not limited to temporary fills, excavation, foundations, concrete (forming, reinforcement, all embedded items, placing, curing and finishing), railings, mechanical, structural, electrical, signage, grouting/abandonment of floatwell pipe, start up and testing, clean, and restoration.

1.1.19 SERVICE SPILLWAY WALLS (CLIN 0013AD)

1.1.19.1 Payment

CLIN must include all work to construct walls in the Service Spillway are as indicated in the contract documents. Work must include demolition, anchoring, concrete (placing, curing and finishing), reinforcing steel and

01 22 00 - 13 other related items to construct walls. Excavation is not included in this CLIN. The Pedestrian Bridge and Stairs are not included in this CLIN.

1.1.20 SERVICE SPILLWAY PEDESTRIAN BRIDGE AND STAIRS (CLIN 0013AE)

1.1.20.1 Payment

CLIN must include the cost of constructing the pedestrian bridge over the service spillway to include the stairs indicated in the Emergency Spillway and all miscellaneous grading required to provide a continuous path as indicated on the drawings.

1.1.21 PONDEROSA DRIVE & BARLOW ROAD - DRAINAGE FEATURES (CLIN 0015AF)

1.1.21.1 Payment

CLIN must include all work associated to construct Ponderosa Drive and Barlow Road signage and striping as indicated in the contract documents.

1.1.22 PONDEROSA DRIVE & BARLOW ROAD - SIGNAGE & STRIPING (CLIN 0015AG)

1.1.22.1 Payment

CLIN must include all work associated to construct Ponderosa Drive and Barlow Road drainage features including but not limited to excavation, fill, grading, drainage swales pipes, fittings, and berms as indicated in the contract documents.

1.1.23 DRAIN INLET AT SR 178 (CLIN 0015ANP)

1.1.23.1 Payment

CLIN must include all related work to abandon the existing drain inlet at Hwy 178 and the Auxiliary Dam and installing a new inlet as indicated in the contract documents.

1.1.24 PERMANENT SITE POWER AND COMMUNICATION (CLIN 0016)

1.1.24.1 Payment

CLIN must include all necessary work to provide permanent power and communication systems to the locations indicated in the contract documents. CLIN must include the cost of coordination, design, and any required permits or connection costs with Southern California Edison and the telecom utility.

1.1.25 AUXILIARY DAM RECREATION AREA (CLIN 0017AA)

1.1.25.1 Payment

CLIN must include all related work to construct recreation area features as indicated in the contract documents.

1.1.26 OLD ISABELLA RECREATION AREA (CLIN 0017AB)

1.1.26.1 Payment

CLIN must include all related work to construct recreation area features as indicated in the contract documents.

01 22 00 - 14

1.1.27 SOUTH FORK RECREATION AREA (CLIN 0017AC)

1.1.27.1 Payment

CLIN must include all related work to construct recreation area features as indicated in the contract documents.

1.1.28 MAIN DAM CAMPGROUND GRADE RESTORATION AND CLEAN UP (CLIN 0017AD)

1.1.28.1 Payment

CLIN must include all related work to restore area to pre-construction conditions where not affected by new construction features.

1.1.29 BOAT LAUNCH 19 (CLIN 0017AE)

1.1.29.1 Payment

CLIN must include all related work to construct a new vault restroom, installation of a potable waterline to the restroom, installation of slurry seal and re-stripping at the upper parking lot as indicated in the contract documents.

1.1.30 INSTRUMENTATION FOR AUX DAM (OPTION 1 CLIN 1001)

1.1.30.1 Payment

Instrumentation CLIN includes all costs to decommission, preserve, upgrade, replace, or install new instruments as indicated on the plans and specifications within the option area and in accordance with 33 29 13

EXPLORATION AND PIEZOMETER HOLE ABANDONMENT, 31 09 13 GEOTECHNICAL

INSTRUMENTATION AND MONITORING and 31 09 13.11 AUTOMATED DATA ACQUISITION SYSTEM specifically.

1.1.31 DEMOLITION OF BOREL CONDUIT AND TOWER (OPTION 1 CLIN 1002AA)

1.1.31.1 Payment

Payment will be made for demolition and abandonment of all Borel conduit, canal, tower, and other related facilities as indicated in the plans and specifications including but not limited to temporary shoring, concrete, grout, grouting/abandonment of float well pipes and tower drain pipe, etc.

Specifically reference sections 02 41 00 DEMOLITION, 03 52 16.23

LIGHTWEIGHT CELLULAR CONCRETE.

1.1.32 BOREL CANAL UPSTREAM BACKFILL (OPTION 1 CLIN 1002AB)

1.1.32.1 Payment

Payment will be made for backfill of the upstream canal sections from station 85+92.62 to station 96+77.21 including all necessary excavation, dewatering, fill, and access to complete the work as indicated in the plans and specifications.

01 22 00 - 15

1.1.33 BOREL CANAL DOWNSTREAM BACKFILL (OPTION 1 CLIN 1002AC)

1.1.33.1 Payment

Payment will be made for backfill of the downstream canal sections from station 103+12.83 to station 110+41.87 including all necessary dewatering, miscellaneous demolition, fill, and access to complete the work as indicated in the plans and specifications.

AUX DAM - DEMOLITION OF EXISTING FACILITIES (OPTION 1 CLIN 1003AA)

1.1.34 Payment

Demolition of existing facilities includes all structures, utilities, hardstands, and miscellaneous features as indicated in the plans and specifications. The demolition of the Existing Borel Conduit, Tower, and related Canal and appurtenances must not be included in this CLIN, but must be included in the Optional CLIN for Demolition of the Borel Conduit and Tower. Demolition and decommissioning of instruments must be included under the Instrumentation CLIN. Demolition required within the Recreation Areas must not be included in this CLIN, but must be included in the JOB pricing for each recreation area as defined in the contract documents.

1.1.35 AUX DAM - DEWATERING (OPTION 1 CLIN 1003AB)

1.1.35.1 Payment

CLIN must include all work required to provide dewatering of the Auxiliary Dam as required by Section 31 23 19.16 DEWATERING, including but not limited to: Wells, well points, piping, piping connections, pumps, electrical connection, back-up power generation, ponds, monitoring, testing, filtration, and removal.

1.1.36 AUX DAM - TOE DRAIN AND PUMP HOUSE SYSTEM (OPTION 1 CLIN 1003ATS)

1.1.36.1 Payment

CLIN includes the complete toe drain system as indicated in the plans and specifications including but not limited to man holes, vaults, piping, piping connections, mechanical/electrical equipment and connections. CLIN does not include filter sand or drain stone; these items are included in their respective unit price CLINs. Payment for the flumes and other instrumentation for the drain and pumping systems are not included in this CLIN, but must be included in INSTRUMENTATION FOR AUX DAM (OPTION 1 CLIN

1001AA).

1.1.37 AUX DAM - DAM CREST SURFACE FEATURES (OPTION 1 CLIN 1003AUT)

1.1.37.1 Payment

Payment will be made for the complete surface improvements as indicated the plans and specifications including but not limited to pavement, survey markers, guide posts, and station markers.

1.1.38 AUX DAM - DELETE STOCKPILING REQUIREMENT (OPTION 1 CLIN 1004)

1.1.38.1 Payment

CLIN must include deletion of stockpiling requirements covered under the

01 22 00 - 16 base contract in all CLIN 0009 items.

1.2 UNIT PRICE PAYMENT ITEMS

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

1.2.1 NEW WATER WELLS (CLIN 0001AC)

1.2.1.1 Payment

CLIN includes all costs for drilling, well casing/screens, pumps, piping, developing, connection to water distribution system, installation of water distribution piping to existing water tank, equipment, testing and related work to provide complete and functional wells in accordance with 33 20 00 WATER WELLS and 33 11 00 WATER DISTRIBUTION.

1.2.1.2 Measurement

Well will be considered complete upon functional acceptance of each individual well.

1.2.1.3 Unit of Measure

Unit of Measure: EACH

1.2.2 EROSION CONTROL SEEDING (CLIN 0005AA)

1.2.2.1 Payment

Includes all final grading, topsoil placement, seeding, mulching and other requirements as outlined in Section 32 92 33 GRASS SEEDING AND EROSION CONTROL. No separate payment will be made for replacement or repairs to areas that were not installed in accordance with the specifications.

1.2.2.2 Measurement

Area must be measured by survey of completed acreage, measured to the nearest 0.01 acres.

1.2.2.3 Unit of Measure

Unit of measure: ACRES

1.2.3 SEEDING MAINTENANCE (CLIN 0005AB)

1.2.3.1 Payment

Seeded areas must be maintained until grass is established in accordance with the requirements set forth in Section 32 92 33 GRASS SEEDING AND EROSION CONTROL. Contractor must assume a minimum period of three (3) months for maintenance and repair of seeded areas prior to acceptance.

01 22 00 - 17

1.2.3.2 Measurement

Progress must be measured based on completion of maintenance each month.

1.2.3.3 Unit of Measure

Unit of measure: MONTH

1.2.4 EMERGENCY SPILLWAY - COMMON EXCAVATION (CLIN 0007AA)

1.2.4.1 Payment

Common excavation is defined in 31 23 16 EXCAVATION. Payment will be made based on bank cubic yards of material excavated as measured to the lines and grades indicated on the plans or to the top of rock as demonstrated by the contractor using approved methods as discussed under Measurement below. Excavation costs include all costs to rip, excavate, muck, scale, load, haul, or related work necessary to provide a final excavated surface substantially in conformance with the plans and specifications. No additional payment will be made for excavation beyond the lines and grades indicated.

The cost to haul material directly to waste/disposal area must be included in the unit price.

The cost to haul material directly for placement or to processing plant must not be included in the CLIN, but must be included in CLINs that require common excavated material for use as fill.

1.2.4.2 Measurement

Quantity based on pre and post field survey to determine total excavated volume up to the lines and grades indicated on the contract documents as adjusted for actual foundation limits. The Contractor must demonstrate the actual top of rock in the field by use of test pits, surveys, drill cuttings, ripper tooth refusal, or other acceptable means as agreed with the Contracting Officer. Rock Excavation limits will be as defined in Section 31 23 16 EXCAVATION, paragraph "Rock Excavation". The demonstrated top of rock will be used to define actual quantities of Common Excavation vs Rock Excavation for payment purposes. The Contractor is responsible for developing the model data to calculate the actual Common Excavation vs.

Rock Excavation quantities in support of payment requests.

1.2.4.3 Unit of Measure

Unit of measure: BANK CUBIC YARD

1.2.5 EMERGENCY SPILLWAY - ROCK EXCAVATION (CLIN 0007AB)

1.2.5.1 Payment

Rock excavation is defined in 31 23 16 EXCAVATION. Payment will be made based on bank cubic yards of material excavated as measured to the lines and grades indicated on the plans from the top of rock, as approved by the Contracting Officer. Excavation costs include all costs to blast, rip, excavate, muck, scale, load, haul, or related work necessary to provide a final excavated surface substantially in conformance with the plans and specifications. No additional payment will be made for excavation beyond the lines and grades indicated and it is the contractors responsibility to

01 22 00 - 18 coordinate blasting and excavation activities to limit the amount of overbreak. Excavation of the Labyrinth Weir must be included in this bid item.

The cost to haul material directly to waste/disposal area must be included in the unit price.

The cost to haul material to the processing plant must be included in the unit price.

The cost to haul excess/waste material from the processing plant to the waste/disposal site, and final placement of material in waste area must be included in the unit price.

The cost to haul material directly for placement must not be included in this CLIN, but must be included in CLINs that require unprocessed excavated rock material for use as fill.

1.2.5.2 Measurement

Quantity based on pre and post field survey to determine total excavated volume up to the lines and grades indicated on the contract documents as adjusted for actual foundation limits. The Contractor must demonstrate the actual top of rock in the field by use of test pits, surveys, drill cuttings, ripper tooth refusal, or other acceptable means as agreed with the Contracting Officer. Rock Excavation limits will be as defined in Section 31 23 16 EXCAVATION, paragraph "Rock Excavation". The demonstrated top of rock will be used to define actual quantities of Common vs Rock excavation for payment purposes. The Contractor is responsible for developing the model data to calculate the actual Common vs. Rock quantities is support of payment requests.

1.2.5.3 Unit of Measure

Unit of measure: BANK CUBIC YARD

1.2.6 EMERGENCY SPILLWAY - PRE-SPLITTING (CLIN 0007AC)

1.2.6.1 Payment

Payment will be made for pre-split drilling and blasting.

1.2.6.2 Measurement

Quantity will be based on actual pre-split are from the top of rock, as approved by the Contracting Officer, to the bottom of the pre-split face as measured along the length of the drill hole in the field. Pre-split drilling and blasting for the Labyrinth Weir foundation must be included in this bid item.

1.2.6.3 Unit of Measure

Unit of measure: SQUARE YARD (SY)

01 22 00 - 19

1.2.7 EMERGENCY SPILLWAY - FOUNDATION ROCK CLEANING FOR GEOLOGIC MAPPING

(CLIN 0007AD)

1.2.7.1 Payment

Payment will be made for initial cleaning of the Emergency Spillway foundation rock at the invert of the spillway from the downstream edge of the Labyrinth Weir Foundation to 200 feet downstream of the Labyrinth Weir Foundation for the purpose of geologic mapping.

1.2.7.2 Measurement

Quantity must be based on the area cleaned in accordance with the requirements in the contract documents.

1.2.7.3 Unit of Measure

Unit of measure: SQUARE YARD

1.2.8 EMERGENCY SPILLWAY - EXCAVATION OF AREA 1 (CLIN 0007AE)

1.2.8.1 Payment

The S-1 Shear Zone excavation below the design invert is indicated on the drawings. Excavation will be field directed. Quantity based on Government estimate. Unit price must include excavation, loading, preliminary clean up per Section 31 60 00 FOUNDATION PREPARATION and hauling of material to waste and final placement in the waste area.

1.2.8.2 Measurement

Quantity based on pre and post field survey to determine total excavated volume up to the lines and grades indicated on the contract documents as adjusted for actual foundation limits.

1.2.8.3 Unit of Measure

Unit of Measure: BANK CUBIC YARD

1.2.9 EMERGENCY SPILLWAY - EXCAVATION OF AREA 2 (CLIN 0007AF)

1.2.9.1 Payment

There is a highly weathered zone within the foundation of the weir that will require removal below the bottom of the weir foundation. Excavation will be field directed. Quantity is based on Government estimate. Unit price must include preliminary clean up per Section 31 60 00 FOUNDATION PREPARATION and hauling of material to waste and final placement in the waste area.

1.2.9.2 Measurement

Quantity based on pre and post field survey to determine total excavated volume up to the lines and grades indicated on the contract documents as adjusted for actual foundation limits.

1.2.9.3 Unit of Measure

Unit of measure: BANK CUBIC YARD

01 22 00 - 20

1.2.10 EMERGENCY SPILLWAY - DENTAL CONCRETE (CLIN 0007AG)

1.2.10.1 Payment

Both the S-1 Shear Zone and the Highly Weathered Zone will require backfill with dental concrete. Final Cleaning/Surface preparation must be included in the unit price for this CLIN. Quantity is based on Government estimate. Final quantity adjustment to be made based on field directed excavation. This bid item does not include any backfill for mud slab to support construction of the Labyrinth Weir.

1.2.10.2 Measurement

Quantity must be determined based on batch tickets minus waste material.

1.2.10.3 Unit of Measure

Unit of measure: CUBIC YARD

1.2.11 EMERGENCY SPILLWAY - ROCK ANCHORS (PATTERN BOLTS)(CLIN 0007AH)

1.2.11.1 Payment

CLIN includes all necessary items to furnish, install, and test pattern bolts as shown in the Contract Documents. This CLIN does not include anchors required for the Labyrinth Weir Foundation or other structures outside the Emergency Spillway.

1.2.11.2 Measurement

Quantity must be determined by counting the number of bolts installed.

1.2.11.3 Unit of Measure

Unit of measure: EACH

1.2.12 EMERGENCY SPILLWAY - ROCK ANCHORS (SPOT BOLTS)(CLIN 0007AJ)

1.2.12.1 Payment

CLIN includes all necessary items to furnish, install and test spot bolts as shown in the Contract Documents. Spot bolting may be required for construction safety and will be field directed. Bolting is anticipated to primarily occur in the Emergency Spillway excavation; however, this CLIN also applies to spot bolts if required outside of the Emergency Spillway.

Quantity is based on Government estimate. Final adjustment to be made based on field directed quantities.

1.2.12.2 Measurement

Quantity must be determined by counting the number of bolts installed.

1.2.12.3 Unit of Measure

Unit of measure: EACH

01 22 00 - 21

1.2.13 EMERGENCY SPILLWAY - SPOT SHOTCRETE (CLIN 0007AK)

1.2.13.1 Payment

CLIN includes all necessary items to furnish and install shotcrete as shown in the Contract Documents on the Emergency Spillway rock excavated slopes.

Shotcrete over wire mesh may be required for construction safety and will be field directed. Quantity is based on Government estimate. Final adjustment to be made based on field conditions. Payment for shotcrete related to the Labyrinth Weir Approach Walls must be included in the Labyrinth Weir Approach Wall CLIN and not included in this CLIN.

1.2.13.2 Measurement

Quantity must be determined based on the measured area of installed material.

1.2.13.3 Unit of Measure

Unit of measure: SQUARE FOOT

1.2.14 EMERGENCY SPILLWAY - DTH MESH NETTING (CLIN 0007AML)

1.2.14.1 Payment

CLIN includes all items necessary to furnish and install Double Twist Hexagonal Mesh Netting as indicated on the Contract Documents. Quantity is based on Government estimate. Final adjustment to be made based on field conditions. CLIN must also include the cost of removal of temporary mesh netting on slopes where permanent structural concrete will be placed.

1.2.14.2 Measurement

Quantity must be determined by the measured area of installed material.

1.2.14.3 Unit of Measure

Unit of measure: SQUARE FOOT

1.2.15 EMERGENCY SPILLWAY - PATTERN DRAINS (CLIN 0007ANM)

1.2.15.1 Payment

CLIN must include all work necessary to produce/purchase, deliver, and install the material as required. Quantity is based on Government estimate. Final adjustment to be made based on field conditions.

1.2.15.2 Measurement

Quantity must be determined by number of drains installed.

1.2.15.3 Unit of Measure

Unit of measure: EACH

01 22 00 - 22

1.2.16 EMERGENCY SPILLWAY - SHEET/STRIP DRAINS (CLIN 0007APN)

1.2.16.1 Payment

CLIN must include all work necessary to produce/purchase, deliver, and install the material as required. Quantity is based on Government estimate. Final adjustment to be made based on field conditions.

1.2.16.2 Measurement

Quantity must be determined by length of material installed.

1.2.16.3 Unit of Measure

Unit of measure: LINEAR FOOT (LF)

1.2.17 LABYRINTH WEIR - FOUNDATION LEVELING CONCRETE (CLIN 0008AA)

1.2.17.1 Payment

CLIN must include all work necessary to batch, form, place, vibrate and cure leveling concrete as required. Quantity is based on Government estimate. Final adjustment to be made based on field conditions.

1.2.17.2 Measurement

Quantity must be determined based on batch tickets minus waste material.

1.2.17.3 Unit of Measure

Unit of Measure: CUBIC YARD

1.2.18 LABYRINTH WEIR - FOUNDATION ANCHORS (CLIN 0008AB)

1.2.18.1 Payment

CLIN must include all elements necessary to furnish, install, and test foundation anchors as indicated in the plans and specifications.

1.2.18.2 Measurement

Quantity must be determined based on the number of anchors installed up to the number indicated on the plans and specifications.

1.2.18.3 Unit of Measure

Unit of Measure: EACH (EA)

1.2.19 LABYRINTH WEIR - FOUNDATION CONCRETE (CLIN 0008AC)

1.2.19.1 Payment

CLIN must include all elements necessary to construct a complete foundation system including but not limited to: Preliminary and final cleaning, structural concrete, forming, reinforcing steel, finishing, curing, and water stops as indicated in the plans and specifications.

01 22 00 - 23

1.2.19.2 Measurement

Quantity must be determined based on the measured area of installed concrete multiplied by the thickness of the concrete material.

1.2.19.3 Unit of Measure

Unit of Measure: CUBIC YARD

1.2.20 LABYRINTH WEIR - FOUNDATION BACKFILL (CLIN 0008AD)

1.2.20.1 Payment

CLIN must include all elements necessary to backfill the foundation of the Labyrinth Weir with earthfill materials to the lines and grades indicated in the plans and specifications.

1.2.20.2 Measurement

Quantity must be determined based on the lines and grades shown, adjusted for actual foundation limits.

1.2.20.3 Unit of Measure

Unit of Measure: EMBANKED (PLACED/COMPACTED) CUBIC YARD (ECY

1.2.21 LABYRINTH WEIR - WALL CONCRETE (CLIN 0008AE)

1.2.21.1 Payment

CLIN must include all elements necessary to construct a complete wall system including but not limited to: Cleaning, concrete, forming, reinforcing steel, waterstops, finishing, and curing as indicated in the plans and specifications.

1.2.21.2 Measurement

Quantity must be determined based on the measured area of installed material multiplied by the average thickness of the material.

1.2.21.3 Unit of Measure

Unit of Measure: CUBIC YARD

1.2.22 LABYRINTH WEIR - ABUTMENT WALLS - CONCRETE (CLIN 0008AF)

1.2.22.1 Payment

CLIN must include all elements necessary to construct a complete wall system including but not limited to: Cleaning, concrete, forming, reinforcing steel, curing, finishing, and waterstops as indicated in the plans and specifications.

1.2.22.2 Measurement

Quantity must be determined based on the measured area of installed material multiplied by the average thickness of the material.

01 22 00 - 24

1.2.22.3 Unit of Measure

Unit of Measure: CUBIC YARD

1.2.23 LABYRINTH WEIR - ABUTMENT WALLS - SHOTCRETE (CLIN 0008AG)

1.2.23.1 Payment

CLIN must include all elements necessary to construct shotcrete on abutment rock including but not limited to: Surface preparation shotcrete, forming, and curing as indicated in the plans and specifications.

1.2.23.2 Measurement

Quantity must be determined based on the measured area of installed material up to the lines and grades indicated on the contract documents.

1.2.23.3 Unit of Measure

Unit of Measure: SQUARE FOOT (SF)

1.2.24 AUX DAM (BASE) - LONG TERM STOCKPILE FILTER SAND (Zone 2a) (CLIN

0009AB)

1.2.24.1 Payment

Payment will be made only for material placed in long term stockpile and no separate payment must be made under this item for material in temporary or production stockpiles. Long term stockpiles are defined as stockpiles intended to remain beyond the duration of the contract. Unless the Auxiliary Dam Option is exercised, this stockpile will remain in place beyond the duration of the contract. Unit price must include all costs for processing, washing, hauling, stockpiling, protection, waste, etc.

1.2.24.2 Measurement

Quantity must be determined by survey of the stockpiled material.

1.2.24.3 Unit of Measure

Unit of measure: LOOSE CUBIC YARD

1.2.25 AUX DAM (BASE) - LONG TERM STOCKPILE DRAIN ROCK (Zone 2b) (CLIN

0009AC)

1.2.25.1 Payment

Payment will be made only for material placed in long term stockpile and no separate payment must be made under this item for material in temporary or production stockpiles. Long term stockpiles are defined as stockpiles intended to remain beyond the duration of the contract. Unless the Auxiliary Dam Option is exercised, this stockpile will remain in place beyond the duration of the contract. Unit price must include all costs for processing, washing, hauling, stockpiling, protection, waste, etc.

1.2.25.2 Measurement

Quantity must be determined by survey of the stockpiled material.

01 22 00 - 25

1.2.25.3 Unit of Measure

Unit of measure: LOOSE CUBIC YARD

1.2.26 AUX DAM (BASE) - LONG TERM STOCKPILE TRANSITION (Zone 3) (CLIN

0009AD)

1.2.26.1 Payment

Payment will be made only for material placed in long term stockpile and no separate payment must be made under this item for material in temporary or production stockpiles. Long term stockpiles are defined as stockpiles intended to remain beyond the duration of the contract. Unless the Auxiliary Dam Option is exercised, this stockpile will remain in place beyond the duration of the contract. Unit price must include all costs for processing, loading and hauling from processing plant to stockpile, stockpiling, protection, and waste.

1.2.26.2 Measurement

Quantity must be determined by survey of the stockpiled material.

1.2.26.3 Unit of Measure

Unit of measure: LOOSE CUBIC YARD

1.2.27 AUX DAM (BASE) - LONG TERM STOCKPILE ROCK FILL (Zone 4b) (CLIN

0009AE)

1.2.27.1 Payment

Payment will be made only for material placed in long term stockpile and no separate payment must be made under this item for material in temporary or production stockpiles. Long term stockpiles are defined as stockpiles intended to remain beyond the duration of the contract. Unless the Auxiliary Dam Option is exercised, this stockpile will remain in place beyond the duration of the contract. Unit price must include all costs for loading and hauling from Emergency Spillway excavation to stockpile, stockpiling, protection, and waste.

1.2.27.2 Measurement

Quantity must be determined by survey of the stockpiled material.

1.2.27.3 Unit of Measure

Unit of measure: LOOSE CUBIC YARD

1.2.28 AUX DAM (BASE) - LONG TERM STOCKPILE 8-INCH MINUS ROCK (Zone 6)

(CLIN 0009AF)

1.2.28.1 Payment

Payment will be made only for material placed in long term stockpile and no separate payment must be made under this item for material in temporary or production stockpiles. Long term stockpiles are defined as stockpiles intended to remain beyond the duration of the contract.