The file's text, extracted by GovTribe without its formatting.
East Branch Dam Dam Safety Modification
SECTION 00010
SUPPLIES OR SERVICES AND PRICES/COSTS
DESCRIPTION
BASE CONTRACT
| 0001 |
| REIMBURSEMENT FOR ACTUAL PERFORMANCE AND PAYMENT BONDS PREMIUMS |
| - |
| NOT TO EXCEED |
| $______.__ |
| $______.__ |
0002 TO 0009, MOB/DEMOB AND SITE WORK ACTIVITIES
| 0002 |
| MOBILIZATION AND PREPARATORY WORK |
| 1 |
| JOB |
| $______.__ |
| $______.__ |
| 0003 |
| MISCELLANEOUS SITE WORK |
| 58 |
| MONTH |
| $______.__ |
| $______.__ |
| 0004 |
| CLEARING AND GRUBBING |
| 1 |
| JOB |
| $______.__ |
| $______.__ |
| 5,270 |
| SQUARE YARD |
| $______.__ |
| $______.__ |
| 0006 |
| ENVIRONMENTAL COMPLIANCE MEASUREMENTS, SAMPLING, TESTING AND REPORTING |
| 58 |
| MONTH |
| $______.__ |
| $______.__ |
| 1 |
| JOB |
| $______.__ |
| $______.__ |
| 1 |
| JOB |
| $______.__ |
| $______.__ |
| 0009 |
| ALTERNATE WATER SUPPLY |
| 200 |
| THOUSAND GALLON |
| $______.__ |
| $______.__ |
0010 TO 0018, WORK PLATFORM AND DAM CREST WORK
| 0010 |
| EMBANKMENT FOR PERMANENT DAM CREST WIDENING |
| 27,195 |
| CUBIC YARD |
| $______.__ |
| $______.__ |
| 0011 |
| STONE PROTECTION FOR PERMANENT DAM CREST WIDENING |
| 33,446 |
| CUBIC YARD |
| $______.__ |
| $______.__ |
| 0012 |
| TEMPORARY WORK PLATFORM |
| 1 |
| JOB |
| $______.__ |
| $______.__ |
| 0013 |
| SUBGRADE FOR ROADWAY |
| 1,169 |
| CUBIC YARD |
| $______.__ |
| $______.__ |
| 0014 |
| AGGREGATE BASE COURSE FOR PERMANENT DAM CREST ROAD |
| 5,956 |
| SQUARE YARD |
| $______.__ |
| $______.__ |
| 0015 |
| BITUMINOUS BINDER COURSE FOR PERMANENT DAM CREST ROAD |
| 5,956 |
| SQUARE YARD |
| $______.__ |
| $______.__ |
| 0016 |
| BITUMINOUS WEARING COURSE FOR PERMANENT DAM CREST ROAD |
| 5,956 |
| SQUARE YARD |
| $______.__ |
| $______.__ |
| 0017 |
| HIGHWAY GUIDE RAIL FOR PERMANENT DAM CREST ROAD |
| 3,601 |
| LINEAR FOOT |
| $______.__ |
| $______.__ |
| 1 |
| JOB |
| $______.__ |
| $______.__ |
0019 TO 0030, DATA MANAGEMENT AND INSTRUMENTATION
| 0019 |
| INSTRUMENTATION AND MONITORING PROGRAM |
| 58 |
| MONTH |
| $______.__ |
| $______.__ |
| 0020 |
| DEVELOP DATA MANAGEMENT SYSTEM |
| 1 |
| JOB |
| $______.__ |
| $______.__ |
| 0021 |
| MAINTAIN DATA MANAGEMENT SYSTEM |
| 58 |
| MONTH |
| $______.__ |
| $______.__ |
| 0022 |
| BORING ENTRY INTO gINT |
| 0022AA |
| BORING ENTRY INTO gINT, FIRST 103 ENTRIES |
| 103 |
| EACH |
| $______.__ |
| $______.__ |
| 0022AB |
| BORING ENTRY INTO gINT, ALL OVER 103 ENTRIES |
| 145 |
| + |
| ______ |
| = |
| ______ |
| EACH |
| $______.__ |
| $______.__ |
| 0023 |
| VIBRATING WIRE PIEZOMETERS DRILLING, RISER PIPE AND CABLING |
| 1,699 |
| LINEAR FOOT |
| $______.__ |
| $______.__ |
| 0024 |
| VIBRATING WIRE PIEZOMETERS EQUIPMENT |
| 13 |
| EACH |
| $______.__ |
| $______.__ |
| 0025 |
| INCLINOMETERS DRILLING |
| 1,253 |
| LINEAR FOOT |
| $______.__ |
| $______.__ |
| 0026 |
| INCLINOMETERS SENSORS |
| 35 |
| EACH |
| $______.__ |
| $______.__ |
| 0027 |
| INCLINOMETER INSTALLATION |
| 11 |
| EACH |
| $______.__ |
| $______.__ |
| 0028 |
| DECOMMISSION INSTRUMENTATION |
| 1,535 |
| LINEAR FOOT |
| $______.__ |
| $______.__ |
| 3,431 |
| LINEAR FOOT |
| $______.__ |
| $______.__ |
| 1 |
| JOB |
| $______.__ |
| $______.__ |
0031 TO 0036AB, EXPLORATORY DRILLING
| 0031 |
| DRILLING, EXPLORATORY HOLES, VERTICAL DRILLING IN SOIL |
| 464 |
| LINEAR FOOT |
| $______.__ |
| $______.__ |
| 0032 |
| CORE DRILLING, EXPLORATORY HOLES, VERTICAL CORE DRILLING IN BEDROCK |
| 187 |
| LINEAR FOOT |
| $______.__ |
| $______.__ |
| 0033 |
| DRILLING, EXPLORATORY HOLES, ANGLED DRILLING IN SOIL |
| 804 |
| LINEAR FOOT |
| $______.__ |
| $______.__ |
| 0034 |
| CORE DRILLING, EXPLORATORY HOLES, ANGLED CORE DRILLING IN BEDROCK |
| 600 |
| LINEAR FOOT |
| $______.__ |
| $______.__ |
| 0035 |
| OPTICAL TELEVIEWER SURVEYING, EXPLORATORY HOLES |
| 787 |
| LINEAR FOOT |
| $______.__ |
| $______.__ |
| 0036 |
| PRESSURE TESTING, EXPLORATORY HOLES |
| 0036AA |
| PRESSURE TESTING, EXPLORATORY HOLES, FIRST 70 EACH |
| 70 |
| EACH |
| $______.__ |
| $______.__ |
| 0036AB |
| PRESSURE TESTING, EXPLORATORY HOLES, ALL OVER 70 EACH |
| 16 |
| EACH |
| $______.__ |
| $______.__ |
| 0037 TO 0055, GROUTING |
| Base |
| + |
| Proposed |
| = |
| Total |
| 0037 |
| AUTOMATED GROUTING CONTROL AND DATA COLLECTION SYSTEM |
| 0037AA |
| AUTOMATED GROUTING CONTROL AND DATA COLLECTION SYSTEM, FIRST 549 HOUR |
| 549 |
| HOUR |
| $______.__ |
| $______.__ |
| 0037AB |
| AUTOMATED GROUTING CONTROL AND DATA COLLECTION SYSTEM, ALL OVER 549 HOUR |
| 537 |
| + |
| ______ |
| = |
| ______ |
| HOUR |
| $______.__ |
| $______.__ |
| 0038 |
| DRILLING IN SOIL, GROUT HOLES |
| 0038AA |
| DRILLING SOIL, GROUT HOLES, FIRST 2,230 LINEAR FOOT |
| 2,230 |
| LINEAR FOOT |
| $______.__ |
| $______.__ |
| 0038AB |
| DRILLING IN SOIL, GROUT HOLES, ALL OVER 2,230 LINEAR FOOT |
| 6,260 |
| + |
| ______ |
| = |
| ______ |
| LINEAR FOOT |
| $______.__ |
| $______.__ |
| 0039 |
| DRILLING IN BEDROCK, GROUT HOLES |
| 0039AA |
| DRILLING IN BEDROCK, GROUT HOLES, FIRST 5,690 LINEAR FOOT |
| 5,690 |
| LINEAR FOOT |
| $______.__ |
| $______.__ |
| 0039AB |
| DRILLING IN BEDROCK, GROUT HOLES, ALL OVER 5,690 LINEAR FOOT |
| 16,300 |
| + |
| ______ |
| = |
| ______ |
| LINEAR FOOT |
| $______.__ |
| $______.__ |
| 0040 |
| OPTICAL TELEVIEWER SURVEYING, GROUT HOLES |
| 0040AA |
| OPTICAL TELEVIEWER SURVEYING, GROUT HOLES, FIRST 569 LINEAR FOOT |
| 569 |
| LINEAR FOOT |
| $______.__ |
| $______.__ |
| 0040AB |
| OPTICAL TELEVIEWER SURVEYING, GROUT HOLES, ALL OVER 569 LINEAR FOOT |
| 1,630 |
| + |
| ______ |
| = |
| ______ |
| LINEAR FOOT |
| $______.__ |
| $______.__ |
| 0041 |
| PRESSURE TESTING, GROUT HOLES |
| 0041AA |
| PRESSURE TESTING, FIRST 511 EACH |
| 511 |
| EACH |
| $______.__ |
| $______.__ |
| 0041AB |
| PRESSURE TESTING, ALL OVER 511 EACH |
| 1,467 |
| + |
| ______ |
| = |
| ______ |
| EACH |
| $______.__ |
| $______.__ |
| 0042AA |
| GROUTING, FIRST 480 HOURS |
| 480 |
| HOUR |
| $______.__ |
| $______.__ |
| 0042AB |
| GROUTING, ALL OVER 480 HOURS |
| 340 |
| + |
| ______ |
| = |
| ______ |
| HOUR |
| $______.__ |
| $______.__ |
| 0043AA |
| GROUT MIX A, FIRST 1,440 CUBIC FOOT |
| 1,440 |
| CUBIC FOOT |
| $______.__ |
| $______.__ |
| 0043AB |
| GROUT MIX A, ALL OVER 1,440 CUBIC FOOT |
| 3,690 |
| + |
| ______ |
| = |
| ______ |
| CUBIC FOOT |
| $______.__ |
| $______.__ |
| 0044AA |
| GROUT MIX B, FIRST 200 CUBIC FOOT |
| 200 |
| CUBIC FOOT |
| $______.__ |
| $______.__ |
| 0044AB |
| GROUT MIX B, ALL OVER 200 CUBIC FOOT |
| 90 |
| + |
| ______ |
| = |
| ______ |
| CUBIC FOOT |
| $______.__ |
| $______.__ |
| 0045AA |
| GROUT MIX C, FIRST 180 CUBIC FOOT |
| 180 |
| CUBIC FOOT |
| $______.__ |
| $______.__ |
| 0045AB |
| GROUT MIX C, ALL OVER 180 CUBIC FOOT |
| 50 |
| + |
| ______ |
| = |
| ______ |
| CUBIC FOOT |
| $______.__ |
| $______.__ |
| 0046AA |
| GROUT MIX D, FIRST 140 CUBIC FOOT |
| 140 |
| CUBIC FOOT |
| $______.__ |
| $______.__ |
| 0046AB |
| GROUT MIX D, ALL OVER 140 CUBIC FOOT |
| 10 |
| + |
| ______ |
| = |
| ______ |
| CUBIC FOOT |
| $______.__ |
| $______.__ |
| 0047 |
| GROUT MIX E1 - WITHOUT ANTIWASHOUT |
| 0047AA |
| GROUT MIX E1 - WITHOUT ANTIWASHOUT, FIRST 35 CUBIC FOOT |
| 35 |
| CUBIC FOOT |
| $______.__ |
| $______.__ |
| 0047AB |
| GROUT MIX E1 - WITHOUT ANTIWASHOUT, ALL OVER 35 CUBIC FOOT |
| 5 |
| + |
| ______ |
| = |
| ______ |
| CUBIC FOOT |
| $______.__ |
| $______.__ |
| 0048 |
| GROUT MIX E2 - WITH ANTIWASHOUT |
| 30 |
| + |
| ______ |
| = |
| ______ |
| CUBIC FOOT |
| $______.__ |
| $______.__ |
| 0049 |
| GROUT MIX F1 - SAND WITHOUT ANTIWASHOUT |
| 0049AA |
| GROUT MIX F1 - SAND WITHOUT ANTIWASHOUT, FIRST 20 CUBIC FOOT |
| 15 |
| CUBIC FOOT |
| $______.__ |
| $______.__ |
| 0049AB |
| GROUT MIX F1 - SAND WITHOUT ANTIWASHOUT, ALL OVER 20 CUBIC FOOT |
| 5 |
| + |
| ______ |
| = |
| ______ |
| CUBIC FOOT |
| $______.__ |
| $______.__ |
| 0050 |
| GROUT MIX F2 - SAND WITH ANTIWASHOUT |
| 20 |
| + |
| ______ |
| = |
| ______ |
| CUBIC FOOT |
| $______.__ |
| $______.__ |
| 0051 |
| DRILLING AND BACKFILLING, VERIFICATION HOLES, GROUTED ZONE |
| 0051AA |
| DRILLING AND BACKFILLING, VERIFICATION HOLES, GROUTED ZONE, FIRST 525 LINEAR FOOT |
| 525 |
| LINEAR FOOT |
| $______.__ |
| $______.__ |
| 0051AB |
| DRILLING AND BACKFILLING, VERIFICATION HOLES, GROUTED ZONE, ALL OVER 525 LINEAR FOOT |
| 278 |
| + |
| ______ |
| = |
| ______ |
| LINEAR FOOT |
| $______.__ |
| $______.__ |
| 0052 |
| CORE DRILLING AND BACKFILLING, VERIFICATION HOLES, GROUTED ZONE |
| 0052AA |
| CORE DRILLING AND BACKFILLING, VERIFICATION HOLES, GROUTED ZONE, FIRST 259 LINEAR FOOT |
| 259 |
| LINEAR FOOT |
| $______.__ |
| $______.__ |
| 0052AB |
| CORE DRILLING AND BACKFILLING, VERIFICATION HOLES, GROUTED ZONE, ALL OVER 259 LINEAR FOOT |
| 112 |
| + |
| ______ |
| ______ |
| LINEAR FOOT |
| $______.__ |
| $______.__ |
| 0053 |
| OPTICAL TELEVIEWER SURVEYING, VERIFICATION HOLES, GROUTED ZONE |
| 0053AA |
| OPTICAL TELEVIEWER SURVEYING, VERIFICATION HOLES, GROUTED ZONE, FIRST 525 LINEAR FOOT |
| 525 |
| LINEAR FOOT |
| $______.__ |
| $______.__ |
| 0053AB |
| OPTICAL TELEVIEWER SURVEYING, VERIFICATION HOLES, GROUTED ZONE, ALL OVER 525 LINEAR FOOT |
| 278 |
| + |
| ______ |
| = |
| ______ |
| LINEAR FOOT |
| $______.__ |
| $______.__ |
| 0054 |
| PRESSURE TESTING, VERIFICATION HOLES, GROUTED ZONE |
| 0054AA |
| PRESSURE TESTING, VERIFICATION HOLES, GROUTED ZONE, FIRST 50 TESTS |
| 50 |
| EACH |
| $______.__ |
| $______.__ |
| 0054AB |
| PRESSURE TESTING, VERIFICATION HOLES, GROUTED ZONE, ALL OVER 50 TESTS |
| 38 |
| + |
| ______ |
| = |
| ______ |
| EACH |
| $______.__ |
| $______.__ |
0056 TO 0069, CUTOFF WALL
| 0056 |
| CUTOFF WALL CONSTRUCTION IN EMBANKMENT, NON-CRITICAL AREAS |
| 187,320 |
| SQUARE FOOT |
| $______.__ |
| $______.__ |
| 0057 |
| CUTOFF WALL CONSTRUCTION IN FOUNDATION SOIL, NON-CRITICAL AREAS |
| 0057AA |
| CUTOFF WALL CONSTRUCTION IN FOUNDATION SOIL, NON-CRITICAL AREAS, FIRST 63,673 SQUARE FOOT |
| 63,673 |
| SQUARE FOOT |
| $______.__ |
| $______.__ |
| 0057AB |
| CUTOFF WALL CONSTRUCTION IN FOUNDATION SOIL, NON-CRITICAL AREAS, ALL OVER 63,673 SQUARE FOOT |
| 10,326 |
| SQUARE FOOT |
| $______.__ |
| $______.__ |
| 0058 |
| CUTOFF WALL CONSTRUCTION IN BEDROCK, NON-CRITICAL AREAS |
| 0058AA |
| CUTOFF WALL CONSTRUCTION IN BEDROCK, NON-CRITICAL AREAS, FIRST 101,074 SQUARE FOOT |
| 101,074 |
| SQUARE FOOT |
| $______.__ |
| $______.__ |
| 0058AB |
| CUTOFF WALL CONSTRUCTION IN BEDROCK, NON-CRITICAL AREAS, ALL OVER 101,074 SQUARE FOOT |
| 10,640 |
| SQUARE FOOT |
| $______.__ |
| $______.__ |
| 0059 |
| CUTOFF WALL CONSTRUCTION IN EMBANKMENT, CRITICAL AREA |
| 14,683 |
| SQUARE FOOT |
| $______.__ |
| $______.__ |
| 0060 |
| CUTOFF WALL CONSTRUCTION IN FOUNDATION SOIL, CRITICAL AREA |
| 0060AA |
| CUTOFF WALL CONSTRUCTION IN FOUNDATION SOIL, CRITICAL AREA, FIRST 2,980 SQUARE FOOT |
| 2,980 |
| SQUARE FOOT |
| $______.__ |
| $______.__ |
| 0060AB |
| CUTOFF WALL CONSTRUCTION IN FOUNDATION SOIL, CRITICAL AREA, ALL OVER 2,980 SQUARE FOOT |
| 971 |
| SQUARE FOOT |
| $______.__ |
| $______.__ |
| 0061 |
| CUTOFF WALL CONSTRUCTION IN BEDROCK, CRITICAL AREA |
| 0061AA |
| CUTOFF WALL CONSTRUCTION IN BEDROCK, CRITICAL AREA, FIRST 12,667 SQUARE FOOT |
| 12,667 |
| SQUARE FOOT |
| $______.__ |
| $______.__ |
| 0061AB |
| CUTOFF WALL CONSTRUCTION IN BEDROCK, CRITICAL AREA, ALL OVER 12,667 SQUARE FOOT |
| 1,055 |
| SQUARE FOOT |
| $______.__ |
| $______.__ |
| 0062 |
| ANTIWASHOUT ADMIXTURE FOR CUTOFF WALL |
| 0062AA |
| ANTIWASHOUT ADMIXTURE FOR CUTOFF WALL, FIRST 8,237 GALLONS |
| 8,237 |
| GALLON |
| $______.__ |
| $______.__ |
| 0062AB |
| ANTIWASHOUT ADMIXTURE FOR CUTOFF WALL, ALL OVER 8,237 GALLONS |
| ______ |
| = |
| ______ |
| GALLON |
| $______.__ |
| $______.__ |
| 0063 |
| CORE DRILLING AND BACKFILLING, VERIFICATION HOLES, CUTOFF WALL, VERTICAL HQ-SIZE HOLES |
| 0063AA |
| CORE DRILLING AND BACKFILLING, VERIFICATION HOLES, CUTOFF WALL, VERTICAL HQ-SIZE HOLES, FIRST 1,540 LINEAR FEET |
| 1,540 |
| LINEAR FOOT |
| $______.__ |
| $______.__ |
| 0063AB |
| CORE DRILLING AND BACKFILLING, VERIFICATION HOLES, CUTOFF WALL, VERTICAL HQ-SIZE HOLES, ALL OVER 1,540 LINEAR FEET |
| 478 |
| LINEAR FOOT |
| $______.__ |
| $______.__ |
| 0064 |
| CORE DRILLING AND BACKFILLING, VERIFICATION HOLES, CUTOFF WALL, ANGLED HQ-SIZE HOLES |
| 0064AA |
| CORE DRILLING AND BACKFILLING, VERIFICATION HOLES, CUTOFF WALL, ANGLED HQ SIZED HOLES, FIRST 820 LINEAR FEET |
| 820 |
| LINEAR FOOT |
| $______.__ |
| $______.__ |
| 0064AB |
| CORE DRILLING AND BACKFILLING, VERIFICATION HOLES, CUTOFF WALL, ANGLED HQ SIZED HOLES, ALL OVER 820 LINEAR FEET |
| 763 |
| LINEAR FOOT |
| $______.__ |
| $______.__ |
| 0065 |
| CORE DRILLING AND BACKFILLING, VERIFICATION HOLES, CUTOFF WALL, VERTICAL PQ-SIZE HOLES |
| 0065AA |
| CORE DRILLING AND BACKFILLING, VERIFICATION HOLES, CUTOFF WALL, VERTICAL PQ-SIZE HOLES, FIRST 1,540 LINEAR FEET |
| 1,540 |
| LINEAR FOOT |
| $______.__ |
| $______.__ |
| 0065AB |
| CORE DRILLING AND BACKFILLING, VERIFICATION HOLES, CUTOFF WALL, VERTICAL PQ-SIZE HOLES, ALL 1,540 LINEAR FEET |
| 2,390 |
| LINEAR FOOT |
| $______.__ |
| $______.__ |
| 0066 |
| FALLING HEAD TESTIING, VERIFICATION HOLES, CUTOFF WALL |
| 0066AA |
| FALLING HEAD TESTIING, VERIFICATION HOLES, CUTOFF WALL, FIRST 25 TESTS |
| 25 |
| TESTS |
| $______.__ |
| $______.__ |
| 0066AB |
| FALLING HEAD TESTIING, VERIFICATION HOLES, CUTOFF WALL, ALL OVER 25 TESTS |
| 15 |
| TESTS |
| $______.__ |
| $______.__ |
| 0067 |
| OPTICAL TELEVIEWER SURVEYING, VERIFICATION HOLES, CUTOFF WALL |
| 0067AA |
| OPTICAL TELEVIEWER SURVEYING, VERIFICATION HOLES, CUTOFF WALL, FIRST 3,900 LINEAR FEET |
| 3,900 |
| LINEAR FOOT |
| $______.__ |
| $______.__ |
| 0067AB |
| OPTICAL TELEVIEWER SURVEYING, VERIFICATION HOLES, CUTOFF WALL, ALL OVER 3,900 LINEAR FEET |
| 3,631 |
| LINEAR FOOT |
| $______.__ |
| $______.__ |
| 0068 |
| CCTV SURVEYING, VERIFICATION HOLES, CUTOFF WALL |
| 0068AA |
| CCTV SURVEYING, VERIFICATION HOLES, CUTOFF WALL, FIRST 3,900 LINEAR FEET |
| 3,900 |
| LINEAR FOOT |
| $______.__ |
| $______.__ |
| 0068AB |
| CCTV SURVEYING, VERIFICATION HOLES, CUTOFF WALL, ALL OVER 3,900 LINEAR FEET |
| 3,631 |
| LINEAR FOOT |
| $______.__ |
| $______.__ |
| 952 |
| SQUARE YARD |
| $______.__ |
| $______.__ |
0070 TO 0082, ADDITIONAL LINE ITEMS
| 0070 |
| AASHTO #3 STONE FOR PERMANENT DAM CREST WIDENING |
| 215 |
| CUBIC YARD |
| $______.__ |
| $______.__ |
| 0071 |
| GEOTEXTILE FOR PERMANENT DAM CREST ROAD |
| 8,300 |
| SQUARE YARD |
| $______.__ |
| $______.__ |
| 0072 |
| SINGLE-STAGE GROUT BACKFILLING AROUND PIEZOMETER STANDPIPES |
| 1,165 |
| LINEAR FOOT |
| $______.__ |
| $______.__ |
| 0073 |
| MULTI-STAGE GROUT BACKFILLING AROUND PIEZOMETER STANDPIPES |
| 224 |
| LINEAR FOOT |
| $______.__ |
| $______.__ |
| 0074 |
| INCLINOMETERS CASING |
| 2,079 |
| LINEAR FOOT |
| $______.__ |
| $______.__ |
| 0075 |
| SINGLE-STAGE BACKFILLING FILLING AROUND INCLINOMETER CASINGS |
| 847 |
| LINEAR FOOT |
| $______.__ |
| $______.__ |
| 0076 |
| MULTI-STAGE BACKFILLING FILLING AROUND INCLINOMETER CASINGS |
| 234 |
| LINEAR FOOT |
| $______.__ |
| $______.__ |
| 0077 |
| SINGLE-STAGE BACKFILLING FILLING, EXPLORATORY HOLES |
| 944 |
| LINEAR FOOT |
| $______.__ |
| $______.__ |
| 0078 |
| MULTI-STAGE BACKFILLING, EXPLORATORY HOLES |
| 341 |
| LINEAR FOOT |
| $______.__ |
| $______.__ |
| 0079 |
| SINGLE-STAGE BACKFILLING AROUND CASING, GROUT HOLES |
| 0079AA |
| SINGLE-STAGE BACKFILLING AROUND CASING, GROUT HOLES, FIRST 680 LINEAR FOOT |
| 680 |
| LINEAR FOOT |
| $______.__ |
| $______.__ |
| 0079AB |
| SINGLE-STAGE BACKFILLING AROUND CASING, GROUT HOLES, ALL OVER 680 LINEAR FOOT |
| 4,570 |
| + |
| ______ |
| = |
| ______ |
| LINEAR FOOT |
| $______.__ |
| $______.__ |
| 0080 |
| MULTI-STAGE BACKFILLING AROUND CASING, GROUT HOLES |
| 0080AA |
| MULTI-STAGE BACKFILLING AROUND CASING, GROUT HOLES, FIRST 1,910 LINEAR FOOT |
| 1,910 |
| LINEAR FOOT |
| $______.__ |
| $______.__ |
| 0080AB |
| MULTI-STAGE BACKFILLING AROUND CASING, GROUT HOLES, ALL OVER 1,910 LINEAR FOOT |
| 4,570 |
| + |
| ______ |
| = |
| ______ |
| LINEAR FOOT |
| $______.__ |
| $______.__ |
| 0081 |
| RE-DRILLING, GROUT HOLES |
| 0081AA |
| RE-DRILLING, GROUT HOLES, FIRST 780 LINEAR FOOT |
| 780 |
| LINEAR FOOT |
| $______.__ |
| $______.__ |
| 0081AB |
| RE-DRILLING, GROUT HOLES, ALL OVER 780 LINEAR FOOT |
| 2,350 |
| + |
| ______ |
| = |
| ______ |
| LINEAR FOOT |
| $______.__ |
| $______.__ |
| 0082 |
| ADDITIONAL DRILLING AND GROUT HOLE SETUPS |
| 0082AA |
| ADDITIONAL DRILLING AND GROUT HOLE SETUPS, FIRST 4 EACH |
| 4 |
| EACH |
| $______.__ |
| $______.__ |
| 0082AB |
| ADDITIONAL DRILLING AND GROUT HOLE SETUPS, ALL OVER 4 EACH |
| 8 |
| + |
| ______ |
| = |
| ______ |
| EACH |
| $______.__ |
| $______.__ |
TOTAL, ITEMS 0001 THROUGH 0082, INCLUSIVE
