BID_SCHEDULE.xlsx

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East Branch Cutoff Wall Construction Project Federal contract opportunity
Solicitation number
W911WN-13-R-0002
Issued by
Department of the Army Corps of Engineers Engineering District Pittsburgh

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W911WN-13-R-0002-0010.pdf PDF
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QUESTION_351_DIAGRAM.pdf PDF
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W911WN-13-R-0002-0009.pdf PDF
31_32_23.13_08_-_Amendment_0009.pdf PDF
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W911WN-13-R-0002-0008_conformed.pdf PDF
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6_-_PERMIT_-_Phase_I_Site_Development_-_Appendix_B_E S_Report_Phase1.pdf PDF
2_-_PERMIT_-_Dam_Safety_-_Approval_Letter.pdf PDF
8_-_PERMIT_-_Phase_I_Site_Development_-_EBR_Site_Development_NPDES_Permit_Approval.pdf PDF
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1._Certified_Final_Tech_Specs_Volume__1_-_Technical_Specifications_-_Amendment_0001.pdf PDF
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BID SCHEDULE

East Branch Dam
Dam Safety Modification
SECTION 00010
SUPPLIES OR SERVICES AND PRICES/COSTS

DESCRIPTION TOTAL QUANTITY UNIT OF MEASURE UNIT PRICE AMOUNT

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 $______.__ $______.__

0005 STRIPPING 5,270 SQUARE YARD $______.__ $______.__

0006 ENVIRONMENTAL COMPLIANCE MEASUREMENTS, SAMPLING, TESTING AND REPORTING 58 MONTH $______.__ $______.__

0007 DEMOBILIZATION 1 JOB $______.__ $______.__

0008 SITE RESTORATION 1 JOB $______.__ $______.__

0009 ALTERNATE WATER SUPPLY 200 THOUSAND GALLON $______.__ $______.__

0010 TO 0018, WORK PLATFORM AND DAM CREST WORK

010 EMBANKMENT FOR PERMANENT DAM CREST WIDENING 27,195 CUBIC YARD $______.__ $______.__

011 STONE PROTECTION FOR PERMANENT DAM CREST WIDENING 33,446 CUBIC YARD $______.__ $______.__

012 TEMPORARY WORK PLATFORM 1 JOB $______.__ $______.__

013 SUBGRADE FOR ROADWAY 1,169 CUBIC YARD $______.__ $______.__

014 AGGREGATE BASE COURSE FOR PERMANENT DAM CREST ROAD 5,956 SQUARE YARD $______.__ $______.__

015 BITUMINOUS BINDER COURSE FOR PERMANENT DAM CREST ROAD 5,956 SQUARE YARD $______.__ $______.__

016 BITUMINOUS WEARING COURSE FOR PERMANENT DAM CREST ROAD 5,956 SQUARE YARD $______.__ $______.__

017 HIGHWAY GUIDE RAIL FOR PERMANENT DAM CREST ROAD 3,601 LINEAR FOOT $______.__ $______.__

018 DAM CREST LIGHTING 1 JOB $______.__ $______.__

0019 TO 0030, DATA MANAGEMENT AND INSTRUMENTATION

019 INSTRUMENTATION AND MONITORING PROGRAM 58 MONTH $______.__ $______.__

020 DEVELOP DATA MANAGEMENT SYSTEM 1 JOB $______.__ $______.__

021 MAINTAIN DATA MANAGEMENT SYSTEM 58 MONTH $______.__ $______.__

022 BORING ENTRY INTO gINT

022AA BORING ENTRY INTO gINT, FIRST 103 ENTRIES 103 EACH $______.__ $______.__

022AB BORING ENTRY INTO gINT, ALL OVER 103 ENTRIES 145 + ______ = ______ EACH $______.__ $______.__

023 VIBRATING WIRE PIEZOMETERS DRILLING, RISER PIPE AND CABLING 1,699 LINEAR FOOT $______.__ $______.__

024 VIBRATING WIRE PIEZOMETERS EQUIPMENT 13 EACH $______.__ $______.__

025 INCLINOMETERS DRILLING 1,253 LINEAR FOOT $______.__ $______.__

026 INCLINOMETERS SENSORS 35 EACH $______.__ $______.__

027 INCLINOMETER INSTALLATION 11 EACH $______.__ $______.__

028 DECOMMISSION INSTRUMENTATION 1,535 LINEAR FOOT $______.__ $______.__

029 INCLINED DRAINS 3,431 LINEAR FOOT $______.__ $______.__

030 WEIR #11 1 JOB $______.__ $______.__

0031 TO 0036AB, EXPLORATORY DRILLING

031 DRILLING, EXPLORATORY HOLES, VERTICAL DRILLING IN SOIL 464 LINEAR FOOT $______.__ $______.__

032 CORE DRILLING, EXPLORATORY HOLES, VERTICAL CORE DRILLING IN BEDROCK 187 LINEAR FOOT $______.__ $______.__

033 DRILLING, EXPLORATORY HOLES, ANGLED DRILLING IN SOIL 804 LINEAR FOOT $______.__ $______.__

034 CORE DRILLING, EXPLORATORY HOLES, ANGLED CORE DRILLING IN BEDROCK 600 LINEAR FOOT $______.__ $______.__

035 OPTICAL TELEVIEWER SURVEYING, EXPLORATORY HOLES 787 LINEAR FOOT $______.__ $______.__

036 PRESSURE TESTING, EXPLORATORY HOLES

036AA PRESSURE TESTING, EXPLORATORY HOLES, FIRST 70 EACH 70 EACH $______.__ $______.__

036AB PRESSURE TESTING, EXPLORATORY HOLES, ALL OVER 70 EACH 16 EACH $______.__ $______.__

0037 TO 0055, GROUTING Base Quantity For Permanent Foundation Proposed Quantity For Slurry Control Total Quantity for Grouting

037 AUTOMATED GROUTING CONTROL AND DATA COLLECTION SYSTEM

037AA AUTOMATED GROUTING CONTROL AND DATA COLLECTION SYSTEM, FIRST 549 HOUR 549 HOUR $______.__ $______.__

037AB AUTOMATED GROUTING CONTROL AND DATA COLLECTION SYSTEM, ALL OVER 549 HOUR 537 + ______ = ______ HOUR $______.__ $______.__

038 DRILLING IN SOIL, GROUT HOLES

038AA DRILLING SOIL, GROUT HOLES, FIRST 2,230 LINEAR FOOT 2,230 LINEAR FOOT $______.__ $______.__

038AB DRILLING IN SOIL, GROUT HOLES, ALL OVER 2,230 LINEAR FOOT 6,260 + ______ = ______ LINEAR FOOT $______.__ $______.__

039 DRILLING IN BEDROCK, GROUT HOLES

039AA DRILLING IN BEDROCK, GROUT HOLES, FIRST 5,690 LINEAR FOOT 5,690 LINEAR FOOT $______.__ $______.__

039AB DRILLING IN BEDROCK, GROUT HOLES, ALL OVER 5,690 LINEAR FOOT 16,300 + ______ = ______ LINEAR FOOT $______.__ $______.__

040 OPTICAL TELEVIEWER SURVEYING, GROUT HOLES

040AA OPTICAL TELEVIEWER SURVEYING, GROUT HOLES, FIRST 569 LINEAR FOOT 569 LINEAR FOOT $______.__ $______.__

040AB OPTICAL TELEVIEWER SURVEYING, GROUT HOLES, ALL OVER 569 LINEAR FOOT 1,630 + ______ = ______ LINEAR FOOT $______.__ $______.__

041 PRESSURE TESTING, GROUT HOLES

041AA PRESSURE TESTING, FIRST 511 EACH 511 EACH $______.__ $______.__

041AB PRESSURE TESTING, ALL OVER 511 EACH 1,467 + ______ = ______ EACH $______.__ $______.__

042 GROUTING

042AA GROUTING, FIRST 480 HOURS 480 HOUR $______.__ $______.__

042AB GROUTING, ALL OVER 480 HOURS 340 + ______ = ______ HOUR $______.__ $______.__

043 GROUT MIX A

043AA GROUT MIX A, FIRST 1,440 CUBIC FOOT 1,440 CUBIC FOOT $______.__ $______.__

043AB GROUT MIX A, ALL OVER 1,440 CUBIC FOOT 3,690 + ______ = ______ CUBIC FOOT $______.__ $______.__

044 GROUT MIX B

044AA GROUT MIX B, FIRST 200 CUBIC FOOT 200 CUBIC FOOT $______.__ $______.__

044AB GROUT MIX B, ALL OVER 200 CUBIC FOOT 90 + ______ = ______ CUBIC FOOT $______.__ $______.__

045 GROUT MIX C

045AA GROUT MIX C, FIRST 180 CUBIC FOOT 180 CUBIC FOOT $______.__ $______.__

045AB GROUT MIX C, ALL OVER 180 CUBIC FOOT 50 + ______ = ______ CUBIC FOOT $______.__ $______.__

046 GROUT MIX D

046AA GROUT MIX D, FIRST 140 CUBIC FOOT 140 CUBIC FOOT $______.__ $______.__

046AB GROUT MIX D, ALL OVER 140 CUBIC FOOT 10 + ______ = ______ CUBIC FOOT $______.__ $______.__

047 GROUT MIX E1 - WITHOUT ANTIWASHOUT

047AA GROUT MIX E1 - WITHOUT ANTIWASHOUT, FIRST 35 CUBIC FOOT 35 CUBIC FOOT $______.__ $______.__

047AB GROUT MIX E1 - WITHOUT ANTIWASHOUT, ALL OVER 35 CUBIC FOOT 5 + ______ = ______ CUBIC FOOT $______.__ $______.__

048 GROUT MIX E2 - WITH ANTIWASHOUT 30 + ______ = ______ CUBIC FOOT $______.__ $______.__

048AA RESERVED - $______.__ $______.__

048AB RESERVED - $______.__ $______.__

049 GROUT MIX F1 - SAND WITHOUT ANTIWASHOUT

049AA GROUT MIX F1 - SAND WITHOUT ANTIWASHOUT, FIRST 20 CUBIC FOOT 15 CUBIC FOOT $______.__ $______.__

049AB GROUT MIX F1 - SAND WITHOUT ANTIWASHOUT, ALL OVER 20 CUBIC FOOT 5 + ______ = ______ CUBIC FOOT $______.__ $______.__

050 GROUT MIX F2 - SAND WITH ANTIWASHOUT 20 + ______ = ______ CUBIC FOOT $______.__ $______.__

050AA RESERVED - $______.__ $______.__

050AB RESERVED - $______.__ $______.__

051 DRILLING AND BACKFILLING, VERIFICATION HOLES, GROUTED ZONE

051AA DRILLING AND BACKFILLING, VERIFICATION HOLES, GROUTED ZONE, FIRST 525 LINEAR FOOT 525 LINEAR FOOT $______.__ $______.__

051AB DRILLING AND BACKFILLING, VERIFICATION HOLES, GROUTED ZONE, ALL OVER 525 LINEAR FOOT 278 + ______ = ______ LINEAR FOOT $______.__ $______.__

052 CORE DRILLING AND BACKFILLING, VERIFICATION HOLES, GROUTED ZONE

052AA CORE DRILLING AND BACKFILLING, VERIFICATION HOLES, GROUTED ZONE, FIRST 259 LINEAR FOOT 259 LINEAR FOOT $______.__ $______.__

052AB CORE DRILLING AND BACKFILLING, VERIFICATION HOLES, GROUTED ZONE, ALL OVER 259 LINEAR FOOT 112 + ______ ______ LINEAR FOOT $______.__ $______.__

053 OPTICAL TELEVIEWER SURVEYING, VERIFICATION HOLES, GROUTED ZONE

053AA OPTICAL TELEVIEWER SURVEYING, VERIFICATION HOLES, GROUTED ZONE, FIRST 525 LINEAR FOOT 525 LINEAR FOOT $______.__ $______.__

053AB OPTICAL TELEVIEWER SURVEYING, VERIFICATION HOLES, GROUTED ZONE, ALL OVER 525 LINEAR FOOT 278 + ______ = ______ LINEAR FOOT $______.__ $______.__

054 PRESSURE TESTING, VERIFICATION HOLES, GROUTED ZONE

054AA PRESSURE TESTING, VERIFICATION HOLES, GROUTED ZONE, FIRST 50 TESTS 50 EACH $______.__ $______.__

054AB PRESSURE TESTING, VERIFICATION HOLES, GROUTED ZONE, ALL OVER 50 TESTS 38 + ______ = ______ EACH $______.__ $______.__

055 RESERVED - - $______.__ $______.__

0056 TO 0069, CUTOFF WALL

056 CUTOFF WALL CONSTRUCTION IN EMBANKMENT, NON-CRITICAL AREAS 187,320 SQUARE FOOT $______.__ $______.__

057 CUTOFF WALL CONSTRUCTION IN FOUNDATION SOIL, NON-CRITICAL AREAS

057AA CUTOFF WALL CONSTRUCTION IN FOUNDATION SOIL, NON-CRITICAL AREAS, FIRST 63,673 SQUARE FOOT 63,673 SQUARE FOOT $______.__ $______.__

057AB CUTOFF WALL CONSTRUCTION IN FOUNDATION SOIL, NON-CRITICAL AREAS, ALL OVER 63,673 SQUARE FOOT 10,326 SQUARE FOOT $______.__ $______.__

058 CUTOFF WALL CONSTRUCTION IN BEDROCK, NON-CRITICAL AREAS

058AA CUTOFF WALL CONSTRUCTION IN BEDROCK, NON-CRITICAL AREAS, FIRST 101,074 SQUARE FOOT 101,074 SQUARE FOOT $______.__ $______.__

058AB CUTOFF WALL CONSTRUCTION IN BEDROCK, NON-CRITICAL AREAS, ALL OVER 101,074 SQUARE FOOT 10,640 SQUARE FOOT $______.__ $______.__

059 CUTOFF WALL CONSTRUCTION IN EMBANKMENT, CRITICAL AREA 14,683 SQUARE FOOT $______.__ $______.__

060 CUTOFF WALL CONSTRUCTION IN FOUNDATION SOIL, CRITICAL AREA

060AA CUTOFF WALL CONSTRUCTION IN FOUNDATION SOIL, CRITICAL AREA, FIRST 2,980 SQUARE FOOT 2,980 SQUARE FOOT $______.__ $______.__

060AB CUTOFF WALL CONSTRUCTION IN FOUNDATION SOIL, CRITICAL AREA, ALL OVER 2,980 SQUARE FOOT 971 SQUARE FOOT $______.__ $______.__

061 CUTOFF WALL CONSTRUCTION IN BEDROCK, CRITICAL AREA

061AA CUTOFF WALL CONSTRUCTION IN BEDROCK, CRITICAL AREA, FIRST 12,667 SQUARE FOOT 12,667 SQUARE FOOT $______.__ $______.__

061AB CUTOFF WALL CONSTRUCTION IN BEDROCK, CRITICAL AREA, ALL OVER 12,667 SQUARE FOOT 1,055 SQUARE FOOT $______.__ $______.__

Proposed Remaining QuantityTotal Quantity for Antiwashout
062ANTIWASHOUT ADMIXTURE FOR CUTOFF WALL

062AA ANTIWASHOUT ADMIXTURE FOR CUTOFF WALL, FIRST 8,237 GALLONS 8,237 GALLON $______.__ $______.__

062AB ANTIWASHOUT ADMIXTURE FOR CUTOFF WALL, ALL OVER 8,237 GALLONS ______ = ______ GALLON $______.__ $______.__

063 CORE DRILLING AND BACKFILLING, VERIFICATION HOLES, CUTOFF WALL, VERTICAL HQ-SIZE HOLES

063AA CORE DRILLING AND BACKFILLING, VERIFICATION HOLES, CUTOFF WALL, VERTICAL HQ-SIZE HOLES, FIRST 1,540 LINEAR FEET 1,540 LINEAR FOOT $______.__ $______.__

063AB CORE DRILLING AND BACKFILLING, VERIFICATION HOLES, CUTOFF WALL, VERTICAL HQ-SIZE HOLES, ALL OVER 1,540 LINEAR FEET 478 LINEAR FOOT $______.__ $______.__

064 CORE DRILLING AND BACKFILLING, VERIFICATION HOLES, CUTOFF WALL, ANGLED HQ-SIZE HOLES

064AA CORE DRILLING AND BACKFILLING, VERIFICATION HOLES, CUTOFF WALL, ANGLED HQ SIZED HOLES, FIRST 820 LINEAR FEET 820 LINEAR FOOT $______.__ $______.__

064AB CORE DRILLING AND BACKFILLING, VERIFICATION HOLES, CUTOFF WALL, ANGLED HQ SIZED HOLES, ALL OVER 820 LINEAR FEET 763 LINEAR FOOT $______.__ $______.__

065 CORE DRILLING AND BACKFILLING, VERIFICATION HOLES, CUTOFF WALL, VERTICAL PQ-SIZE HOLES

065AA CORE DRILLING AND BACKFILLING, VERIFICATION HOLES, CUTOFF WALL, VERTICAL PQ-SIZE HOLES, FIRST 1,540 LINEAR FEET 1,540 LINEAR FOOT $______.__ $______.__

065AB CORE DRILLING AND BACKFILLING, VERIFICATION HOLES, CUTOFF WALL, VERTICAL PQ-SIZE HOLES, ALL 1,540 LINEAR FEET 2,390 LINEAR FOOT $______.__ $______.__

066 FALLING HEAD TESTIING, VERIFICATION HOLES, CUTOFF WALL

066AA FALLING HEAD TESTIING, VERIFICATION HOLES, CUTOFF WALL, FIRST 25 TESTS 25 TESTS $______.__ $______.__

066AB FALLING HEAD TESTIING, VERIFICATION HOLES, CUTOFF WALL, ALL OVER 25 TESTS 15 TESTS $______.__ $______.__

067 OPTICAL TELEVIEWER SURVEYING, VERIFICATION HOLES, CUTOFF WALL

067AA OPTICAL TELEVIEWER SURVEYING, VERIFICATION HOLES, CUTOFF WALL, FIRST 3,900 LINEAR FEET 3,900 LINEAR FOOT $______.__ $______.__

067AB OPTICAL TELEVIEWER SURVEYING, VERIFICATION HOLES, CUTOFF WALL, ALL OVER 3,900 LINEAR FEET 3,631 LINEAR FOOT $______.__ $______.__

068 CCTV SURVEYING, VERIFICATION HOLES, CUTOFF WALL

068AA CCTV SURVEYING, VERIFICATION HOLES, CUTOFF WALL, FIRST 3,900 LINEAR FEET 3,900 LINEAR FOOT $______.__ $______.__

068AB CCTV SURVEYING, VERIFICATION HOLES, CUTOFF WALL, ALL OVER 3,900 LINEAR FEET 3,631 LINEAR FOOT $______.__ $______.__

069 SPILLWAY CAP 952 SQUARE YARD $______.__ $______.__

0070 TO 0082, ADDITIONAL LINE ITEMS

070 AASHTO #3 STONE FOR PERMANENT DAM CREST WIDENING 215 CUBIC YARD $______.__ $______.__

071 GEOTEXTILE FOR PERMANENT DAM CREST ROAD 8,300 SQUARE YARD $______.__ $______.__

072 SINGLE-STAGE GROUT BACKFILLING AROUND PIEZOMETER STANDPIPES 1,165 LINEAR FOOT $______.__ $______.__

073 MULTI-STAGE GROUT BACKFILLING AROUND PIEZOMETER STANDPIPES 224 LINEAR FOOT $______.__ $______.__

074 INCLINOMETERS CASING 2,079 LINEAR FOOT $______.__ $______.__

075 SINGLE-STAGE BACKFILLING FILLING AROUND INCLINOMETER CASINGS 847 LINEAR FOOT $______.__ $______.__

076 MULTI-STAGE BACKFILLING FILLING AROUND INCLINOMETER CASINGS 234 LINEAR FOOT $______.__ $______.__

077 SINGLE-STAGE BACKFILLING FILLING, EXPLORATORY HOLES 944 LINEAR FOOT $______.__ $______.__

078 MULTI-STAGE BACKFILLING, EXPLORATORY HOLES 341 LINEAR FOOT $______.__ $______.__

079 SINGLE-STAGE BACKFILLING AROUND CASING, GROUT HOLES

079AA SINGLE-STAGE BACKFILLING AROUND CASING, GROUT HOLES, FIRST 680 LINEAR FOOT 680 LINEAR FOOT $______.__ $______.__

079AB SINGLE-STAGE BACKFILLING AROUND CASING, GROUT HOLES, ALL OVER 680 LINEAR FOOT 4,570 + ______ = ______ LINEAR FOOT $______.__ $______.__

080 MULTI-STAGE BACKFILLING AROUND CASING, GROUT HOLES

080AA MULTI-STAGE BACKFILLING AROUND CASING, GROUT HOLES, FIRST 1,910 LINEAR FOOT 1,910 LINEAR FOOT $______.__ $______.__

080AB MULTI-STAGE BACKFILLING AROUND CASING, GROUT HOLES, ALL OVER 1,910 LINEAR FOOT 4,570 + ______ = ______ LINEAR FOOT $______.__ $______.__

081 RE-DRILLING, GROUT HOLES

081AA RE-DRILLING, GROUT HOLES, FIRST 780 LINEAR FOOT 780 LINEAR FOOT $______.__ $______.__

081AB RE-DRILLING, GROUT HOLES, ALL OVER 780 LINEAR FOOT 2,350 + ______ = ______ LINEAR FOOT $______.__ $______.__

082 ADDITIONAL DRILLING AND GROUT HOLE SETUPS

082AA ADDITIONAL DRILLING AND GROUT HOLE SETUPS, FIRST 4 EACH 4 EACH $______.__ $______.__

082AB ADDITIONAL DRILLING AND GROUT HOLE SETUPS, ALL OVER 4 EACH 8 + ______ = ______ EACH $______.__ $______.__

TOTAL, ITEMS 0001 THROUGH 0082, INCLUSIVE $______.__

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