Price_Schedule_-_Isabella_Ph_II_UPDATED_for_Amend_5.xlsx
XLSX spreadsheet 77 KB Posted
- Attached to
- Isabella Lake Dam Safety Modification Project (DSMP), Phase II Dams and Spillway, Lake Isabella, CA
- Solicitation number
- W91238-17-R-0006
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Summary
| ISABELLA DAM SAFETY MODIFICATION PROJECT |
| Isabella Lake |
| Kern County, California |
SAMPLE BIDDING SCHEDULE
| Description | Total Cost | |
| MOBILIZATION/DEMOBILIZATION & PREP WORK | ERROR:#REF! | |
| SWPPP & ENVIRONMENTAL REQUIREMENTS | ERROR:#REF! | |
| SITE PREPARATION | ERROR:#REF! | |
| DEMOLITION OF EXISTING FACILITIES | ERROR:#REF! | |
| POST CONSTRUCTION EROSION CONTROL/STABILIZATION | ERROR:#REF! | |
| INSTRUMENTATION | ERROR:#REF! | |
| DEMOLITION OF BOREL CONDUIT & TOWER | $ - 0 | |
| EMERGENCY SPILLWAY EXCAVATION | ERROR:#REF! | |
| LABYRINTH WEIR | ERROR:#REF! | |
| AUXILIARY DAM | ERROR:#REF! | |
| MAIN DAM | ERROR:#REF! | |
| MAIN DAM RIGHT WALL AT HWY 155 | ERROR:#REF! | |
| MAIN DAM CONTROL TOWER | ERROR:#REF! | |
| SERVICE SPILLWAY | ERROR:#REF! | |
| PERMANENT OPERATIONS BUILDING PAD | ERROR:#REF! | |
| ROADS, ACCESS CONTROL, MISC | ERROR:#REF! | |
| PERMANENT SITE POWER & COMMUNICATION | ERROR:#REF! | |
| USFS RECREATION MITIGATION | ERROR:#REF! | |
| TOTAL BASE PRICE | ERROR:#REF! |
| INSTRUMENTATION | ERROR:#REF! | |
| DEMOLITION OF BOREL CONDUIT & TOWER | ERROR:#REF! | |
| AUXILIARY DAM | ERROR:#REF! | |
| ROADS, ACCESS CONTROL, MISC | ERROR:#REF! | |
| TOTAL OPTIONS PRICE | ERROR:#REF! |
TOTAL BASE + OPTIONS PRICE ERROR:#REF!
*pricing assumes option would be awarded within 12 months of base contract award - additional delay will result in significant increases in option pricing
Price Schedule
| ISABELLA DAM SAFETY MODIFICATION PROJECT |
| Isabella Lake |
| Kern County, California |
PRICE SCHEDULE
1 Description Qty Diego A Benavidez: Diego A Benavidez:
Quantities from Bid Form
| UOM | $/Unit | Total Cost | Notes | |
| 2 | 0001 MOBILIZATION/DEMOBILIZATION & PREP WORK | |||
| 3 | 0001AA | EQUIPMENT MOB, DEMOB & PREP WORK | 1 | JOB |
| 4 | 0001AB | TEMPORARY SITE POWER | 1 | JOB |
| 5 | 0001AC | NEW WATER WELLS | 1 | EA |
| 6 | 0001AD | MOB/DEMOB CONCRETE BATCH PLANT | 1 | JOB |
| 7 | 0001AE | MOB/DEMOB ROCK CRUSHING PLANT | 1 | JOB |
| 0001AF | CONSTRUCT GOVERNMENT TESTING LABORATORY | 1 | JOB | |
| Subtotal Mobilization/Demobilization & Prep Work |
| 8 | 0002 SWPPP & ENVIRONMENTAL REQUIREMENTS | 1 | JOB | |
| 9 | ||||
| 10 | 0003 SITE PREPARATION | 1 | JOB | |
| 11 | ||||
| 12 | 0004 DEMOLITION OF EXISTING FACILITIES | 1 | JOB | |
| 13 | ||||
| 14 | 0005 POST CONSTRUCTION EROSION CONTROL/STABILIZATION | |||
| 15 | 0005AA | EROSION CONTROL SEEDING | 115 | AC |
| 16 | 0005AB | SEEDING MAINTENANCE | 3 | MO |
| Subtotal Post Construction Erosion Control/Stabilization |
| 17 | 0006 INSTRUMENTATION | 1 | JOB | |
| 18 | ||||
| 19 | 0007 EMERGENCY SPILLWAY EXCAVATION | |||
| 20 | 0007AA | EMERGENCY SPILLWAY - COMMON EXCAVATION | 325,000 | BCY |
| 21 | 0007AB | EMERGENCY SPILLWAY - ROCK EXCAVATION | 2,500,000 | BCY |
| 22 | 0007AC | EMERGENCY SPILLWAY - PRESPLITTING | 45,000 | SY |
| 23 | 0007AD | EMERGENCY SPILLWAY - FOUNDATION ROCK CLEANING FOR GEOLOGIC MAPING | 18,100 | SY |
| 24 | 0007AE | EMERGENCY SPILLWAY - EXCAVATION OF AREA 1 | 5,200 | BCY |
| 25 | 0007AF | EMERGENCY SPILLWAY - EXCAVATION OF AREA 2 | 2,200 | BCY |
| 26 | 0007AG | EMERGENCY SPILLWAY - DENTAL CONCRETE | 7,500 | CY |
| 27 | 0007AH | EMERGENCY SPILLWAY - ROCK ANCHORS (PATTERN) | 535 | EA |
| 28 | 0007AJ | EMERGENCY SPILLWAY - ROCK ANCHORS (SPOT BOLTS) | 100 | EA |
| 29 | 0007AK | EMERGENCY SPILLWAY - SPOT SHOTCRETE | 19,000 | SF |
| 30 | 0007AL | EMERGENCY SPILLWAY - DTM MESH NETTING | 154,000 | SF |
| 31 | 0007AM | EMERGENCY SPILLWAY - PATTERN DRAINS | 80 | EA |
| 0007AN | EMERGENCY SPILLWAY - SHEET/STRIP DRAINS | 399 | LF | |
| 32 | 0007AQ | EMERGENCY SPILLWAY - LABYRINTH WIER FOUNDATION & ABUTMENT WALL CLEANING | 20,000 | SY |
| Subtotal Emergency Spillway Excavation | ||||
| 33 | 0008 LABYRINTH WEIR | |||
| 34 | 0008AA | LABYRINTH WEIR - FOUNDATION LEVELING CONCRETE | 7,200 | CY |
| 35 | 0008AB | LABYRINTH WEIR - FOUNDATION ANCHORS | 828 | EA |
| 36 | 0008AC | LABYRINTH WEIR - FOUNDATION CONCRETE | 23,400 | CY |
| 37 | 0008AD | LABYRINTH WEIR - FOUNDATION BACKFILL | 10,200 | ECY |
| 38 | 0008AE | LABYRINTH WEIR - WALL CONCRETE | 11,600 | CY |
| 39 | 0008AF | LABYRINTH WEIR - ABUTTMENT WALLS - CONCRETE | 760 |
L2PMCCLS: L2PMCCLS:
M&P says we will only pay to neat line. Original bid form qty included 12" avg overbreak on the whole wall.
Diego A Benavidez: Diego A Benavidez:
Quantities from Bid Form
| CY | |||||
| 40 | 0008AG | LABYRINTH WEIR - ABUTTMENT WALLS - SHOTCRETE | 7,500 | SF | |
| Subtotal Labyrinth Weir | |||||
| 41 | 0009 AUXILIARY DAM (BASE CONTRACT) | ||||
| 42 | 0009AA | AUX DAM (BASE) - TEST FILL | 1 | JOB | |
| 43 | 0009AB | AUX DAM (BASE) - STOCKPILE FILTER SAND (Zone 2a) | 333,000 | LCY | |
| 44 | 0009AC | AUX DAM (BASE) - STOCKPILE DRAIN ROCK (Zone 2b) | 232,000 | LCY | |
| 45 | 0009AD | AUX DAM (BASE) - STOCKPILE TRANSITION (Zone 3) | 185,000 | LCY | |
| 46 | 0009AE | AUX DAM (BASE) - STOCKPILE ROCK FILL (Zone 4a/4b) | 1,075,000 | LCY | |
| 47 | 0009AF | AUX DAM (BASE) - STOCKPILE 8-INCH MINUS ROCK (Zone 6) | 22,000 | LCY | |
| 48 | 0009AG | AUX DAM (BASE) - STOCKPILE BEDDING STONE | 13,900 | LCY | |
| 49 | 0009AH | AUX DAM (BASE) - STOCKPILE RIPRAP STONE | 60,000 | LCY | |
| 50 | 0009AJ | AUX DAM (BASE) - STOCKPILE FILTER LAYER STONE | 8,300 | LCY | |
| Subtotal Auxiliary Dam (Base Contract) | |||||
| 51 | 0010 MAIN DAM | ||||
| 52 | 0010AA | MAIN DAM - DEWATERING | 1 | JOB | |
| 53 | 0010AB | MAIN DAM - COMMON EXCAVATION | 215,700 | BCY | |
| 54 | 0010AC | MAIN DAM - ROCK EXCAVATION | 4,500 | BCY | |
| 55 | 0010AD | MAIN DAM - CORE (Zone 1) | 37,400 | ECY | |
| 56 | 0010AE | MAIN DAM - FILTER SAND (Zone 2a) | 52,500 | ECY | |
| 57 | 0010AF | MAIN DAM - DRAIN ROCK (Zone 2b) | 56,500 | ECY | |
| 58 | 0010AG | MAIN DAM - TRANSITION (Zone 3) | 111,500 | ECY | |
| 59 | 0010AH | MAIN DAM - ROCK FILL (Zone 4a/4b) | 351,500 | ECY | |
| 60 | 0010AJ | MAIN DAM - ROAD BASE (Zone 5) | 4,000 | ECY | |
| 61 | 0010AK | MAIN DAM - 8-INCH MINUS ROCK (Zone 6) | 4,000 | ECY | |
| 62 | 0010AL | MAIN DAM - BEDDING STONE | 6,700 | ECY | |
| 63 | 0010AM | MAIN DAM - RIPRAP STONE | 44,900 | ECY | |
| 64 | 0010AN | MAIN DAM - DERRICK STONE | 1,700 | ECY | |
| 65 | 0010AP | MAIN DAM - FILTER LAYER STONE | 3,300 | ECY | |
| 66 | 0010AQ | MAIN DAM - TOE DRAIN SYSTEM & DOWNSTREAM FILL | 1 | JOB | |
| 67 | 0010AR | MAIN DAM - DAM CREST SURFACE FEATURES | 1 | JOB | |
| 68 | 0010AS | MAIN DAM - DENTAL CONCRETE AT TOWER | 35 | CY | |
| Subtotal Main Dam | |||||
| 69 | 0011 MAIN DAM RIGHT WALL AT HWY 155 | ||||
| 70 | 0011AA | MAIN DAM RIGHT WALL - COMMON EXCAVATION | 4,340 | BCY | |
| 71 | 0011AB | MAIN DAM RIGHT WALL - ROCK EXCAVATION | 4,910 | BCY | |
| 72 | 0011AC | MAIN DAM RIGHT WALL - LEVELING CONCRETE | 4,000 | CY | |
| 73 | 0011AD | MAIN DAM RIGHT WALL - TEMPORARY DETOUR & TRAFFIC CONTROL | 1 | JOB | |
| 0011AE | MAIN DAM RIGHT WALL - TEMPORARY DETOUR FILL (Zone 1) | 65,750 | CY | ||
| 74 | 0011AF | MAIN DAM RIGHT WALL - SR 155 ROAD WORK | 1 | JOB | |
| 75 | 0011AG | MAIN DAM RIGHT WALL - WALL CONSTRUCTION | 1 | JOB | |
| 76 | 0011AH | MAIN DAM RIGHT WALL - DTH MESH NETTING | 2,000 | SF | |
| Subtotal Main Dam Right Wall at Hwy 155 | |||||
| 77 | 0012 MAIN DAM CONTROL TOWER | JOB | |||
| 78 | |||||
| 79 | 0013 SERVICE SPILLWAY | ||||
| 80 | 0013AA | SERVICE SPILLWAY - COMMON EXCAVATION | 2,500 | BCY | |
| 81 | 0013AB | SERVICE SPILLWAY - ROCK EXCAVATION | 14,000 | BCY | |
| 82 | 0013AC | SERVICE SPILLWAY - DTH MESH NETTING | 4,000 | SF | |
| 83 | 0013AD | SERVICE SPILLWAY - WALLS | 1 | JOB | |
| 0013AE | SERVICE SPILLWAY - PEDESTRIAN BRIDGE & STAIRS | 1 | JOB | ||
| 84 | 0013AF | SERVICE SPILLWAY - ACCESS GALLERY AND STAIRS DEMOLISION & ABANDONMENT | 1 | JOB | |
| Subtotal Service Spillway | |||||
| 85 | 0014 PERMANENT OPERATIONS BUILDING PAD | ||||
| 86 | 0014AA | PERMANENT OPERATIONS BUILDING - COMMON EXCAVATION | 20,000 | BCY | |
| 86 | 0014AB | PERMANENT OPERATIONS BUILDING - ROCK EXCAVATION | 19,000 | BCY | |
| 87 | 0014AC | PERMANENT OPERATIONS BUILDING - FILL | 42,000 | ECY | |
| Subtotal Permanent Operations Building Pad | |||||
| 89 | 0015 ROADS, ACCESS CONTROL, MISC | ||||
| 90 | 0015AA | PONDEROSA DR & BARLOW ROAD - COMMON EXCAVATION | 30,150 | BCY | |
| 0015AB | PONDEROSA DR & BARLOW ROAD - ROCK EXCAVATION | 5,750 | BCY | ||
| 0015AC | PONDEROSA DR & BARLOW ROAD - FILL | 50,800 | ECY | ||
| 0015AD | PONDEROSA DR & BARLOW ROAD - ROAD BASE | 3,000 | ECY | ||
| 0015AE | PONDEROSA DR & BARLOW ROAD - PAVING | 2,500 | TON | ||
| 0015AF | PONDEROSA DR & BARLOW ROAD - DRAINAGE FEATURES | 1 | JOB | ||
| 0015AG | PONDEROSA DR & BARLOW ROAD - SIGNAGE & STRIPING | 1 | JOB | ||
| 92 | 0015AH | GUARD RAIL | 1,450 | LF | |
| 93 | 0015AJ | GATES - PIPE | 2 | EA | |
| 94 | 0015AK | GATES - CRASH RATED | 9 | EA | |
| 95 | 0015AL | BOULDER BARRIER | 4,950 | LF | |
| 96 | 0015AM | CHAINLINK FENCE | 7,280 | LF | |
| 97 | 0015AN | DRAIN INLET RELOCATION AT SR 178 | 1 | JOB | |
| Subtotal Roads, Access Controls, Misc | |||||
| 98 | 0016 PERMANENT SITE POWER & COMMUNICATION | 1 | JOB | ||
| 99 | |||||
| 100 | 0017 USFS RECREATION MITIGATION | ||||
| 101 | 0017AA | AUXILIARY DAM RECREATION AREA | 1 | JOB | |
| 102 | 0017AB | OLD ISABELLA RECREATION AREA | 1 | JOB | |
| 103 | 0017AC | SOUTH FORK RECREATION AREA | 1 | JOB | |
| 104 | 0017AD | MAIN DAM CAMPGROUND GRADE RESTORATION & CLEAN UP | 1 | JOB | |
| 105 | 0017AE | BOAT LAUNCH 19 RESTORATION | 1 | JOB | |
| 106 | Subtotal USFS Recreation Mitigation | ||||
| 107 | TOTAL BASE PRICE | ||||
| 108 | OPTION 1 | ||||
| 109 | 1001 INSTRUMENTATION FOR AUX DAM | 1 | JOB | ||
| 110 | |||||
| 111 | 1002 DEMOLITION OF BOREL CONDUIT & TOWER | ||||
| 112 | 1002AA | DEMOLITON OF BOREL CONDUIT & TOWER | 1 | JOB | |
| 113 | 1002AB | BOREL CANAL UPSTREAM BACKFILL | 1 | JOB | |
| 114 | 1002AC | BOREL CANAL DOWNSTREAM BACKFILL | 1 | JOB | |
| Subtotal Demolition of Borel Conduit & Tower | |||||
| 115 | 1003 AUXILIARY DAM | ||||
| 116 | 1003AA | AUX DAM - DEMOLITION | 1 | JOB | |
| 117 | 1003AB | AUX DAM - DEWATERING | 1 | JOB | |
| 118 | 1003AC | AUX DAM - COMMON EXCAVATION | 586,000 | BCY | |
| 119 | 1003AD | AUX DAM - ROCK EXCAVATION | 25,000 | BCY | |
| 120 | 1003AE | AUX DAM - DENTAL CONCRETE | 200 | CY | |
| 121 | 1003AF | AUX DAM - DENTAL MORTAR | 70 | CY | |
| 122 | 1003AG | AUX DAM - CORE (Zone 1) | 189,000 | ECY | |
| 123 | 1003AH | AUX DAM - FILTER SAND (Zone 2a) | 252,000 | ECY | |
| 124 | 1003AJ | AUX DAM - DRAIN ROCK (Zone 2b) | 191,500 | ECY | |
| 125 | 1003AK | AUX DAM - TRANSITION (Zone 3) | 159,300 | ECY | |
| 126 | 1003AL | AUX DAM - ROCK FILL (Zone 4a/4b) | 921,000 | ECY | |
| 127 | 1003AM | AUX DAM - ROAD BASE (Zone 5) | 11,500 | ECY | |
| 128 | 1003AN | AUX DAM - 8-INCH MINUS ROCK (Zone 6) | 18,200 | ECY | |
| 129 | 1003AP | AUX DAM - BEDDING STONE | 11,900 | ECY | |
| 130 | 1003AQ | AUX DAM - RIPRAP STONE | 50,800 | ECY | |
| 131 | 1003AR | AUX DAM - FILTER LAYER STONE | 6,750 | ECY | |
| 132 | 1003AS | AUX DAM - TOE DRAIN & PUMP HOUSE SYSTEM | 1 | JOB | |
| 133 | 1003AT | AUX DAM - DAM CREST SURFACE FEATURES | 1 | JOB | |
| Subtotal Auxiliary Dam | |||||
| 134 | 1004 DELETE STOCKPILING REQUIREMENT | 1 | JOB | ||
| 135 | |||||
| 136 | 1005 ROADS, ACCESS CONTROL, MISC | ||||
| 137 | 1005AA | AUX DAM - GATES (CRASH RATED) | 2 | EA | |
| 138 | 1005AB | AUX DAM - BOULDER BARRIER | 1,940 | LF | |
| 139 | 1005AC | AUX DAM - GUARDRAIL | 430 | LF | |
| 140 | 1005AD | AUX DAM - CHAINLINK FENCE | 4,160 | LF | |
| 141 | Subtotal Option 1 | ||||
| 134 | 1006 AUX DAM - PERMANENT SITE POWER & COMMUNICATION | 1 | JOB | ||
| 135 | |||||
| 142 | OPTION 2 | ||||
| 143 | 2001AA | ADDITIONAL ROLLING FOR COMPACTION - 10 TON | 100 | HR | EXERCISABLE UP TO 5 TIMES |
| 144 | 2001AB | ADDITIONAL ROLLING FOR COMPACTION - 20 TON | 100 | HR | EXERCISABLE UP TO 5 TIMES |
| 145 | 2001AC | ADDITIONAL ROLLING FOR COMPACTION - FRONT END LOADER | 100 | HR | EXERCISABLE UP TO 5 TIMES |
| 146 | Subtotal Option 2 | ||||
| 147 | OPTON 3 | ||||
| 148 | 3001AA | DENTAL MORTAR | 50 | CY | EXERCISABLE UP TO 5 TIMES |
| 149 | 3001AB | DENTAL CONCRETE | 100 | CY | EXERCISABLE UP TO 5 TIMES |
| 150 | Subtotal Option 3 | ||||
| 151 | OPTON 4 | ||||
| 148 | 4001AA | SPOT ANCHORS | 25 | EA | EXERCISABLE UP TO 5 TIMES |
| 149 | 4001AB | COUPLED SPOT ANCHORS | 25 | EA | EXERCISABLE UP TO 5 TIMES |
| 150 | Subtotal Option 4 | ||||
| 154 | OPTON 5 | DOUBLE TWIST HEXAGONAL MESH NETTING | 4,000 | SF | EXERCISABLE UP TO 2 TIMES |
| 155 | |||||
| 157 | OPTON 6 | SPOT SHOTCRETE | 4,000 | SF | EXERCISABLE UP TO 2 TIMES |
| 159 | |||||
| 160 | OPTON 7 | SPOT DRAINS | 25 | EA | EXERCISABLE UP TO 5 TIMES |
| 162 | |||||
| 163 | OPTON 8 | SHEET/STRIP DRAINS | 100 | LF | EXERCISABLE UP TO 2 TIMES |
| 165 | |||||
| 166 | OPTON 9 | CLEANING/SURFACE PREPARATION | 1,000 | SY | EXERCISABLE UP TO 5 TIMES |
| 168 | |||||
| 178 | OPTON 10 | MISC GRADING AT USFS RECREATION SITES | 10,000 | SF | EXERCISABLE UP TO 5 TIMES |
| 180 | |||||
| 181 | OPTON 11 | UNDERWATER GRADING AT USFS RECREATION SITES | 10,000 | SF | EXERCISABLE UP TO 2 TIMES |
| 183 | |||||
| 184 | OPTON 12 | MISC CONCRETE AT USFS RECREATION SITES | 200 | CY | EXERCISABLE UP TO 2 TIMES |
| 185 | |||||
| 184 | OPTON 13 | ADDITIONAL BOULDER CLEARING AT RECREATION SITES | 100 | TON | EXERCISABLE UP TO 5 TIMES |
| 185 | |||||
| 189 | TOTAL OPTIONS PRICE | ||||
| 190 | TOTAL CONTRACT (BASE + ALL OPTIONS) | ||||
| 191 | |||||
| 192 |
&D&T
&P
Sheet2
| LAYOUT HOLES FOR DRILLING | ||||||||
| QUANTITY | 80 | EA | ||||||
| NUMBER OF CREWS | 1 | EA | ||||||
| PRODUCTION RATE PER CREW | 15 | EA | ||||||
| HOURS | 5.3333333333 | HRS | ||||||
| DAYS | 8 | 0.6666666667 | DAYS | |||||
| SET UP TIME PER DAY | 0.17 | 0.1133333333 | HRS | |||||
| DAYS WITH SET UP TIME INCLUDED | 5.4466666667 | HRS | ||||||
| ROUND UP TO NEAREST DAY | 8 | HRS | ||||||
| Shotcrete | ||||||||
| PRODUCTION DRILLING SET UP | ||||||||
| QUANTITY | 25 | EA | Area | 16000 | SF | |||
| NUMBER OF CREWS | 1 | EA | Thickness | 0.5 | FT | 11.9423076923 | ||
| PRODUCTION RATE PER CREW | 6 | EA | Volume | 296.2962962963 | CY | 0.0185185185 | ||
| HOURS | 4.1666666667 | HRS | ||||||
| DAYS | 8 | 0.5208333333 | DAYS | |||||
| SET UP TIME PER DAY | 0.17 | 0.0885416667 | HRS | |||||
| DAYS WITH SET UP TIME INCLUDED | 4.2552083333 | HRS | ||||||
| ROUND UP TO NEAREST DAY | 8 | HRS | ||||||
| PRODUCTION DRILLING | ||||||||
| QUANTITY | 25 | EA | ||||||
| LENGTH OF EACH | 20 | LF | ||||||
| TOTAL LENGTH | 500 | LF | ||||||
| NUMBER OF CREWS | 1 | EA | ||||||
| PRODUCTION RATE PER CREW | 60 | LF | ||||||
| HOURS | 8.3333333333 | HRS | ||||||
| DAYS | 8 | 1.0416666667 | DAYS | |||||
| SET UP TIME PER DAY | 0.17 | 0.1770833333 | HRS | |||||
| DAYS WITH SET UP TIME INCLUDED | 8.5104166667 | HRS | ||||||
| ROUND UP TO NEAREST DAY | 16 | HRS | ||||||
| CLEAN OUT HOLE | ||||||||
| QUANTITY | 25 | EA | ||||||
| LENGTH OF EACH | 20 | LF | ||||||
| TOTAL LENGTH | 500 | LF | ||||||
| NUMBER OF CREWS | 1 | EA | ||||||
| PRODUCTION RATE PER CREW | 320 | LF | ||||||
| HOURS | 1.5625 | HRS | ||||||
| DAYS | 8 | 0.1953125 | DAYS | |||||
| SET UP TIME PER DAY | 0.17 | 0.033203125 | HRS | |||||
| DAYS WITH SET UP TIME INCLUDED | 1.595703125 | HRS | ||||||
| ROUND UP TO NEAREST DAY | 8 | HRS | ||||||
| INSTALL ANCHOR BOLT ASSEMBLY | ||||||||
| QUANTITY | 50 | EA | ||||||
| LENGTH OF EACH | 20 | LF | ||||||
| TOTAL LENGTH | 1000 | LF | ||||||
| NUMBER OF CREWS | 1 | EA | ||||||
| PRODUCTION RATE PER CREW | 200 | LF | ||||||
| HOURS | 5 | HRS | ||||||
| DAYS | 8 | 0.625 | DAYS | |||||
| SET UP TIME PER DAY | 0.17 | 0.10625 | HRS | |||||
| DAYS WITH SET UP TIME INCLUDED | 5.10625 | HRS | ||||||
| ROUND UP TO NEAREST DAY | 8 | HRS | ||||||
| WELDED WIRE MESH FABRIC | ||||||||
| QUANTITY | 17111 | SY | ||||||
| OVERLAP | 5% | 855.55 | SY | |||||
| INSTALLED QUANTITY | 17966.55 | SY | ||||||
| NUMBER OF CREWS | 1 | EA | ||||||
| PRODUCTION RATE PER CREW | 20 | SY | ||||||
| HOURS | 855.55 | HRS | ||||||
| DAYS | 8 | 106.94375 | DAYS | |||||
| SET UP TIME PER DAY | 0.17 | 18.1804375 | HRS | |||||
| DAYS WITH SET UP TIME INCLUDED | 873.7304375 | HRS | ||||||
| ROUND UP TO NEAREST DAY | 880 | HRS |
Sheet1
| M&P References | ||||||||||||||||
| 0001AA | 0001AB | 0001AC | 0001AD | 0001AE | 0002AA | 0003AA | 0004AA | 0005AA | 0005AB | 0006AA | O10006AB | O10007AA | O10007AB | O10007AC | ||
| 177 | 177 | 177 | 177 | 177 | 177 | 177 | 177 | 177 | 177 | 177 | 177 | 177 | ||||
| 171 | 176 | 175 | 176 | 176 | 175 | 177 | 172 | 176 | 176 | 174 | 174 | 174 | ||||
| 6 | 1 | 2 | 1 | 1 | 2 | 0 | 5 | 1 | 1 | 3 | 3 | 3 | ||||
| 1 | DIVISION 01 - GENERAL REQUIREMENTS | |||||||||||||||
| 2 | 01 00 00 GENERAL REQUIREMENTS | 0001AA | ||||||||||||||
| 3 | 01 11 00 SUMMARY OF WORK | 0001AA | ||||||||||||||
| 4 | 01 14 00.10 WORK AND SITE ACCESS RESTRICTIONS | 0001AA | ||||||||||||||
| 5 | 01 22 00 MEASUREMENT AND PAYMENT | |||||||||||||||
| 6 | 01 32 01 PROJECT SCHEDULE | |||||||||||||||
| 7 | 01 33 00 SUBMITTAL PROCEDURES | |||||||||||||||
| 8 | 01 33 29 SUSTAINABILITY REPORTING | |||||||||||||||
| 9 | 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS | |||||||||||||||
| 10 | 01 42 00 SOURCES FOR REFERENCE PUBLICATIONS | |||||||||||||||
| 11 | 01 45 00 QUALITY CONTROL | |||||||||||||||
| 12 | 01 45 00.10 QUALITY CONTROL SYSTEM (QCS) | |||||||||||||||
| 13 | 01 45 35 SPECIAL INSPECTIONS | |||||||||||||||
| 14 | 01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS | 0001AA | 0001AB | |||||||||||||
| 15 | 01 53 29 TEMPORARY AGGREGATE PROCESSING PLANT | 0001AE | ||||||||||||||
| 16 | 01 57 20 ENVIRONMENTAL PROTECTION | 0002AA | ||||||||||||||
| 17 | 01 57 23 TEMPORARY STORM WATER POLLUTION CONTROL | 0002AA | ||||||||||||||
| 18 | 01 58 00 PROJECT IDENTIFICATION | 0001AA | ||||||||||||||
| 19 | 01 62 35 RECYCLED/RECOVERED/BIOBASED MATERIALS | |||||||||||||||
| 20 | 01 71 10 MOBILIZATION AND DEMOBILIZATION | 0001AA | ||||||||||||||
| 21 | 01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT | |||||||||||||||
| 22 | 01 78 00 CLOSEOUT SUBMITTALS | |||||||||||||||
| 23 | 01 78 23 OPERATION AND MAINTENANCE DATA | |||||||||||||||
| 24 | DIVISION 02 - EXISTING CONDITIONS | 0004AA | ||||||||||||||
| 25 | 02 41 00 DEMOLITION | 0004AA | O10007AA | O10007AB | O10007AC | |||||||||||
| 26 | 02 41 00.16 DEMOLITION FOR RECREATIONAL SITES | |||||||||||||||
| 27 | 02 82 13 ASBESTOS ABATEMENT | 0004AA | ||||||||||||||
| 28 | 02 83 13 LEAD IN CONSTRUCTION | 0004AA | ||||||||||||||
| 29 | 02 84 16 HANDLING OF LIGHTING BALLASTS AND LAMPS CONTAINING PCBs AND MERCURY | 0004AA | ||||||||||||||
| 30 | DIVISION 03 - CONCRETE | |||||||||||||||
| 31 | 03 11 13 STRUCTURAL CAST-IN-PLACE CONCRETE FORMING | |||||||||||||||
| 32 | 03 15 00 CONCRETE ACCESSORIES | |||||||||||||||
| 33 | 03 20 00 CONCRETE REINFORCING | |||||||||||||||
| 34 | 03 30 00 CAST-IN-PLACE CONCRETE | 0001AD | ||||||||||||||
| 35 | 03 30 53.16 MISCELLANEOUS CAST-IN-PLACE CONCRETE FOR RECREATIONAL SITES | |||||||||||||||
| 36 | 03 31 01 CAST-IN-PLACE STRUCTURAL CONCRETE FOR CIVIL WORKS | |||||||||||||||
| 37 | 03 35 00 CONCRETE FINISHING | |||||||||||||||
| 38 | 03 37 13 SHOTCRETE | |||||||||||||||
| 39 | 03 39 00 CONCRETE CURING | |||||||||||||||
| 40 | 03 40 00 PLANT-PRECAST CONCRETE PRODUCTS FOR BELOW GRADE CONSTRUCTION | |||||||||||||||
| 41 | 03 52 16.23 LIGHTWEIGHT CELLULAR CONCRETE | O10007AA | O10007AB | O10007AC | ||||||||||||
| 42 | DIVISION 05 - METALS | |||||||||||||||
| 43 | 05 05 23 WELDING, STRUCTURAL | |||||||||||||||
| 44 | 05 12 00 STRUCTURAL STEEL | |||||||||||||||
| 45 | 05 40 00 COLD-FORMED METAL FRAMING | |||||||||||||||
| 46 | 05 50 13 MISCELLANEOUS METAL FABRICATIONS | |||||||||||||||
| 47 | 05 50 14 STRUCTURAL METAL FABRICATIONS | |||||||||||||||
| 48 | 05 50 14.16 STRUCTURAL METAL FABRICATIONS FOR RECREATIONAL SITES | |||||||||||||||
| 49 | 05 51 00 METAL STAIRS | |||||||||||||||
| 50 | 05 52 00 METAL RAILINGS | |||||||||||||||
| 51 | DIVISION 07 - THERMAL AND MOISTURE PROTECTION | |||||||||||||||
| 52 | 07 21 16 MINERAL FIBER BLANKET INSULATION | |||||||||||||||
| 53 | 07 51 13 BUILT-UP ASPHALT ROOFING | |||||||||||||||
| 54 | 07 84 00 FIRESTOPPING | |||||||||||||||
| 55 | 07 92 00 JOINT SEALANTS | |||||||||||||||
| 56 | DIVISION 08 - OPENINGS | |||||||||||||||
| 57 | 08 11 13 STEEL DOORS AND FRAMES | |||||||||||||||
| 58 | 08 14 00 WOOD DOORS | |||||||||||||||
| 59 | 08 71 00 DOOR HARDWARE | |||||||||||||||
| 60 | DIVISION 09 - FINISHES | |||||||||||||||
| 61 | 09 90 00 PAINTS AND COATINGS | |||||||||||||||
| 62 | DIVISION 10 - SPECIALTIES | |||||||||||||||
| 63 | 10 14 53.16 TRAFFIC SIGNAGE FOR RECREATIONAL SITES | |||||||||||||||
| 64 | DIVISION 13 - SPECIAL CONSTRUCTION | |||||||||||||||
| 65 | 13 34 19 METAL BUILDING SYSTEMS | |||||||||||||||
| 66 | 13 34 23.16 PRE-ENGINEERED BUILDINGS FOR RECREATIONAL SITES | |||||||||||||||
| 67 | 13 48 00 SEISMIC PROTECTION FOR MISCELLANEOUS EQUIPMENT | |||||||||||||||
| 68 | 13 48 00.00 10 SEISMIC PROTECTION FOR MECHANICAL EQUIPMENT | |||||||||||||||
| 69 | DIVISION 14 - CONVEYING EQUIPMENT | |||||||||||||||
| 70 | 14 21 23 ELECTRIC TRACTION PASSENGER ELEVATORS | |||||||||||||||
| 71 | DIVISION 22 - PLUMBING | |||||||||||||||
| 72 | 22 00 00 PLUMBING, GENERAL PURPOSE | |||||||||||||||
| 73 | DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING (HVAC) | |||||||||||||||
| 74 | 23 00 00 AIR SUPPLY, DISTRIBUTION, VENTILATION, AND EXHAUST SYSTEMS | |||||||||||||||
| 75 | 23 08 00 COMMISSIONING OF HVAC SYSTEMS | |||||||||||||||
| 76 | DIVISION 26 - ELECTRICAL | |||||||||||||||
| 77 | 26 00 00 BASIC ELECTRICAL MATERIALS AND METHODS | |||||||||||||||
| 78 | 26 05 13 MEDIUM-VOLTAGE CABLES | |||||||||||||||
| 79 | 26 05 19 INSULATED WIRE AND CABLE | |||||||||||||||
| 80 | 26 05 48 SEISMIC PROTECTION FOR ELECTRICAL EQUIPMENT | |||||||||||||||
| 81 | 26 12 19.10 THREE-PHASE PAD-MOUNTED TRANSFORMERS | |||||||||||||||
| 82 | 26 20 00 INTERIOR DISTRIBUTION SYSTEM | |||||||||||||||
| 83 | 26 20 00.16 INTERIOR DISTRIBUTION SYSTEM FOR RECREATIONAL SITES | |||||||||||||||
| 84 | 26 28 01.16 COORDINATED POWER SYSTEM PROTECTION FOR RECREATIONAL SITES | |||||||||||||||
| 85 | 26 29 01 ELECTRIC MOTORS, 3-PHASE VERTICAL INDUCTION TYPE | |||||||||||||||
| 86 | 26 29 23 VARIABLE FREQUENCY DRIVE SYSTEMS UNDER 600 VOLTS | |||||||||||||||
| 87 | 26 31 00.16 SOLAR PHOTOVOLTAIC (PV) COMPONENTS FOR RECREATIONAL SITES | |||||||||||||||
| 88 | 26 32 14 DIESEL-GENERATOR SET, STATIONARY 15-300 KW, STANDBY APPLICATIONS | |||||||||||||||
| 89 | 26 32 33 UNINTERRUPTIBLE POWER SUPPLY (UPS) SYSTEM ABOVE 15 KVA CAPACITY | |||||||||||||||
| 90 | 26 33 53 UNINTERRUPTIBLE POWER SUPPLY (UPS) | |||||||||||||||
| 91 | 26 36 00 AUTOMATIC TRANSFER SWITCH AND BY-PASS/ISOLATION SWITCH | |||||||||||||||
| 92 | 26 41 00 LIGHTNING PROTECTION SYSTEM | |||||||||||||||
| 93 | 26 42 14 CATHODIC PROTECTION SYSTEM (SACRIFICIAL ANODE) | |||||||||||||||
| 94 | 26 51 00 INTERIOR LIGHTING | |||||||||||||||
| 95 | 26 51 00.16 INTERIOR LIGHTING FOR RECREATIONAL SITES | |||||||||||||||
| 96 | 26 55 53 EXTERIOR LIGHTING INCLUDING SECURITY AND CCTV APPLICATIONS | |||||||||||||||
| 97 | 26 56 00 EXTERIOR LIGHTING | |||||||||||||||
| 98 | 26 56 00.16 EXTERIOR LIGHTING FOR RECREATIONAL SITES | |||||||||||||||
| 99 | DIVISION 27 - COMMUNICATIONS | |||||||||||||||
| 100 | 27 05 13 TWO-WAY RADIO DATA ETHERNET TRANSMISSION SYSTEM | |||||||||||||||
| 101 | 27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM | |||||||||||||||
| 102 | 27 13 23 COMMUNICATIONS OPTICAL BACKBONE CABLING | |||||||||||||||
| 103 | 27 51 23.10 INTERCOMMUNICATION SYSTEM | |||||||||||||||
| 104 | DIVISION 28 - ELECTRONIC SAFETY AND SECURITY | |||||||||||||||
| 105 | 28 16 01 SMALL INTRUSION DETECTION SYSTEM | |||||||||||||||
| 106 | 28 20 01 ELECTRONIC SECURITY SYSTEM | |||||||||||||||
| 107 | 28 20 02 CENTRAL MONITORING SERVICES FOR ELECTRONIC SECURITY SYSTEMS | |||||||||||||||
| 108 | 28 23 23 CLOSED CIRCUIT TELEVISION SYSTEMS | |||||||||||||||
| 109 | 28 31 33 FIRE ALARM REPORTING SYSTEM, RADIO TYPE | |||||||||||||||
| 110 | 28 31 64 FIRE DETECTION AND ALARM SYSTEM, ADDRESSABLE | |||||||||||||||
| 111 | DIVISION 31 - EARTHWORK | |||||||||||||||
| 112 | 31 00 00 EARTHWORK | |||||||||||||||
| 113 | 31 00 00.16 EARTHWORK FOR RECREATIONAL SITES | |||||||||||||||
| 114 | 31 05 19.16 GEOTEXTILE FOR RECREATIONAL SITES | |||||||||||||||
| 115 | 31 05 19.27 GEOCOMPOSITE STRIP DRAIN | |||||||||||||||
| 116 | 31 05 22 GEOTEXTILES USED AS FILTERS | |||||||||||||||
| 117 | 31 09 13 GEOTECHNICAL INSTRUMENTATION AND MONITORING | 0006AA | O10006AB | |||||||||||||
| 118 | 31 09 13.11 AUTOMATED DATA ACQUISITION SYSTEM | 0006AA | O10006AB | |||||||||||||
| 119 | 31 09 15 EARTH EMBANKMENT AND EARTH FOUNDATION DRILLING REQUIREMENTS | |||||||||||||||
| 120 | 31 11 00.16 CLEARING AND GRUBBING FOR RECREATIONAL SITES | |||||||||||||||
| 121 | 31 11 13 CLEARING, GRUBBING AND STRIPPING | |||||||||||||||
| 122 | 31 23 16 EXCAVATION | |||||||||||||||
| 123 | 31 23 16.19 DRILLING AND BLASTING IN THE DRY | |||||||||||||||
| 124 | 31 23 19.13 DEWATERING | O10007AA | O10007AB | O10007AC | ||||||||||||
| 125 | 31 23 19.16 DEWATERING FOR RECREATIONAL SITES | |||||||||||||||
| 126 | 31 31 16 SOIL TREATMENT FOR SUBTERRANEAN TERMITE CONTROL | |||||||||||||||
| 127 | 31 33 15 ROCK REINFORCEMENT | |||||||||||||||
| 128 | 31 60 00 FOUNDATION PREPARATION | |||||||||||||||
| 129 | DIVISION 32 - EXTERIOR IMPROVEMENTS | |||||||||||||||
| 130 | 32 01 19 FIELD MOLDED SEALANTS FOR SEALING JOINTS IN RIGID PAVEMENTS | |||||||||||||||
| 131 | 32 01 19.16 FIELD MOLDED SEALANTS FOR SEALING JOINTS IN RIGID PAVEMENTS FOR RECREATIONAL SITES | |||||||||||||||
| 132 | 32 05 33.16 LANDSCAPE ESTABLISHMENT FOR RECREATIONAL SITES | |||||||||||||||
| 133 | 32 11 23.11 AGGREGATE BASE COURSE | |||||||||||||||
| 134 | 32 11 23.16 AGGREGATE BASE COURSE FOR RECREATIONAL SITES | |||||||||||||||
| 135 | 32 12 10.13 BITUMINOUS TACK COATS | |||||||||||||||
| 136 | 32 12 10.16 BITUMINOUS TACK COATS FOR RECREATIONAL SITES | |||||||||||||||
| 137 | 32 12 17 HOT MIX BITUMINOUS PAVEMENT | |||||||||||||||
| 138 | 32 12 17.16 HOT MIX BITUMINOUS PAVEMENT FOR RECREATIONAL SITES | |||||||||||||||
| 139 | 32 13 13.06 PORTLAND CEMENT CONCRETE PAVEMENT FOR ROADS AND SITE FACILITIES | |||||||||||||||
| 140 | 32 13 13.16 PORTLAND CEMENT CONCRETE PAVEMENT FOR RECREATIONAL SITES | |||||||||||||||
| 141 | 32 15 00 AGGREGATE SURFACE COURSE | |||||||||||||||
| 142 | 32 16 13 CONCRETE SIDEWALKS AND CURBS AND GUTTERS | |||||||||||||||
| 143 | 32 16 13.16 CONCRETE SIDEWALKS AND CURBS AND GUTTERS FOR RECREATIONAL SITES | |||||||||||||||
| 144 | 32 17 23.16 PAVEMENT MARKINGS FOR RECREATIONAL SITES | |||||||||||||||
| 145 | 32 17 24 PAVEMENT MARKINGS | |||||||||||||||
| 146 | 32 31 13 CHAIN LINK FENCES AND GATES | |||||||||||||||
| 147 | 32 34 13 FABRICATED PEDESTRIAN BRIDGES | |||||||||||||||
| 148 | 32 92 19.16 SEEDING FOR RECREATIONAL SITES | |||||||||||||||
| 149 | 32 92 33 GRASS SEEDING AND EROSION CONTROL | 0005AA | 0005AB | |||||||||||||
| 150 | 32 93 00.16 EXTERIOR PLANTS FOR RECREATIONAL SITES | |||||||||||||||
| 151 | DIVISION 33 - UTILITIES | |||||||||||||||
| 152 | 33 11 00 WATER DISTRIBUTION | 0001AC | ||||||||||||||
| 153 | 33 11 00.16 WATER DISTRIBUTION FOR RECREATIONAL SITES | |||||||||||||||
| 154 | 33 20 00 WATER WELLS | 0001AC | ||||||||||||||
| 155 | 33 29 13 EXPLORATION, INSTRUMENT, WELL, AND PIEZOMETER HOLE ABANDONMENT | 0006AA | O10006AB | |||||||||||||
| 156 | 33 30 00 SANITARY SEWERS | |||||||||||||||
| 157 | 33 30 00.16 SANITARY SEWERS FOR RECREATIONAL SITES | |||||||||||||||
| 158 | 33 40 00 STORM DRAINAGE UTILITIES | |||||||||||||||
| 159 | 33 40 00.16 STORM DRAINAGE UTILITIES FOR RECREATIONAL SITES | |||||||||||||||
| 160 | 33 46 16 SUBDRAINAGE SYSTEM | |||||||||||||||
| 161 | 33 51 15 NATURAL-GAS / LIQUID PETROLEUM GAS DISTRIBUTION | |||||||||||||||
| 162 | 33 70 02 ELECTRICAL DISTRIBUTION SYSTEM, UNDERGROUND | |||||||||||||||
| 163 | 33 71 01 OVERHEAD TRANSMISSION AND DISTRIBUTION | |||||||||||||||
| 164 | 33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION | |||||||||||||||
| 165 | 33 71 02.16 UNDERGROUND ELECTRICAL DISTRIBUTION FOR RECREATIONAL SITES | |||||||||||||||
| 166 | 33 73 00 UTILITY TRANSFORMERS | |||||||||||||||
| 167 | 33 82 00 TELECOMMUNICATIONS OUTSIDE PLANT (OSP) | |||||||||||||||
| 168 | DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION | |||||||||||||||
| 169 | 35 31 10 TURBIDITY CONTROL | |||||||||||||||
| 170 | 35 42 38 STONE PROTECTION | |||||||||||||||
| 171 | 35 73 13 EMBANKMENT FOR EARTH DAMS | |||||||||||||||
| 172 | DIVISION 40 - PROCESS INTERCONNECTIONS | |||||||||||||||
| 173 | 40 05 13.96 WELDING PROCESS PIPING | |||||||||||||||
| 174 | DIVISION 41 - MATERIAL PROCESSING AND HANDLING EQUIPMENT | |||||||||||||||
| 175 | 41 22 10 CRANES AND WINCHES | |||||||||||||||
| 176 | 41 22 23.19 HOISTS | |||||||||||||||
| 177 | 41 24 26 HYDRAULIC FLUID POWER SYSTEMS |
File details come from the government source that posted it. Updated .