PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 10/24/16 EST. NO. 001 TIME 11:08 AM R.E. NAME: 02-0E24U4 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 001 0001 3,429.76 E.W. @ U.P (+) 092716 N 003 0 002 0001 825.00 E.W. @ F.A.(+) 081116 N 0001.0 005 0001 6,125.50 E.W. @ F.A.(+) 092316 N 0002.0 10,380.26 TOTAL THIS ESTIMATE 0.00 TOTAL PREVIOUS ESTIMATE 10,380.26 TOTAL TO DATE PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 10/24/16 EST. NO. 001 TIME 11:08 AM R.E. NAME: 02-0E24U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- OVERBID ITEMS OVERBID ITEM NO. 127 -62,529.98 001 -62,529.98 -62,529.98 TOTAL DEDUCTIONS -62,529.98 -62,529.98 PROGRAM CAS145 PAGE 1 DATE 10/24/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-0E24U4 TIME 11:08 AM ESTIMATE NO. 001 BID OPENING 06/02/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/16 R.E. NAME: DATE OF THIS ESTIMATE 10/24/16 LOCATION PROGRESS ESTIMATE 02-PLU-89-19.8/20.8 ----------------- KNIFE RIVER CONSTRUCTION IN PLUMAS COUNTY AT GREENVILLE FROM 1764 SKYWAY 0.1 MILE SOUTH OF SOUTH GREENVILLE CHICO CA 95928 OVERHEAD TO 01. SOUTH OF HILLSIDE DRIVE FED. AID NO. STP-P089(118)E SIDEWALKS AND PAVEMENT ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 3,000.0000 3,000.00 0.000 0 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,000.0000 5,000.00 0.250 1,250.00 0.250 1,250 003 TIME-RELATED OVERHEAD (WDAY) WDAY 500.0000 65,000.00 16.000 8,000.00 16.000 8,000 004 CONSTRUCTION AREA SIGNS LS 4,495.0000 4,495.00 0.800 3,596.00 0.800 3,596 005 TRAFFIC CONTROL SYSTEM LS 275,000.0000 275,000.00 0.120 33,000.00 0.120 33,000 006 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 12,000.0000 12,000.00 0.120 1,440.00 0.120 1,440 007 JOB SITE MANAGEMENT LS 30,000.0000 30,000.00 0.120 3,600.00 0.120 3,600 008 PREPARE STORM WATER POLLUTION PREVENTION LS 1,690.0000 1,690.00 0.750 1,267.50 0.750 1,267 PLAN 009 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 0.000 0 010 MOVE-IN/MOVE-OUT EA 1,000.0000 2,000.00 0.000 0 (TEMPORARY EROSION CONTROL) 011 TEMPORARY COVER SQYD 3.0000 24,000.00 1,800.000 5,400.00 1,800.000 5,400 012 TEMPORARY DRAINAGE INLET PROTECTION EA 500.0000 23,500.00 16.000 8,000.00 16.000 8,000 013 TEMPORARY FIBER ROLL LF 4.0000 600.00 0.000 0 014 TEMPORARY GRAVEL BAG BERM LF 6.0000 600.00 0.000 0 015 TEMPORARY SILT FENCE LF 4.0000 4,400.00 0.000 0 016 TEMPORARY CONCRETE WASHOUT LS 2,000.0000 2,000.00 0.000 0 017 TREATED WOOD WASTE LB 1.4000 4,438.00 0.000 0 018 REMOVE FLARED END SECTION EA 250.0000 250.00 1.000 250.00 1.000 250 019 REMOVE ROADSIDE SIGN (WOOD POST) EA 100.0000 900.00 0.000 0 020 REMOVE ROADSIDE SIGN EA 45.0000 180.00 0.000 0 (STRAP AND SADDLE BRACKET METHOD) 021 REMOVE ROADSIDE SIGN (STEEL POST) EA 100.0000 900.00 0.000 0 022 REMOVE ASPHALT CONCRETE DIKE LF 50.0000 750.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 10/24/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-0E24U4 TIME 11:08 AM ESTIMATE NO. 001 BID OPENING 06/02/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/16 R.E. NAME: DATE OF THIS ESTIMATE 10/24/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE CULVERT (LF) LF 64.0000 87,680.00 70.000 4,480.00 70.000 4,480 024 REMOVE INLET EA 515.0000 8,240.00 0.000 0 025 REMOVE HEADWALL EA 1,025.0000 4,100.00 0.000 0 026 REMOVE BOLLARD EA 250.0000 1,500.00 0.000 0 027 RECONSTRUCT FENCE LF 41.0000 10,660.00 0.000 0 028 RECONSTRUCT GUARDRAIL LF 140.0000 13,300.00 0.000 0 029 RESET GATE EA 400.0000 1,200.00 0.000 0 030 RELOCATE ROADSIDE SIGN EA 295.0000 885.00 0.000 0 031 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 9.0000 17,100.00 0.000 0 032 REMOVE CONCRETE CURB (LF) LF 60.0000 2,880.00 0.000 0 033 REMOVE CONCRETE SIDEWALK (SQYD) SQYD 25.0000 36,500.00 0.000 0 034 REMOVE CONCRETE (CONCRETE ISLAND) SQYD 200.0000 2,600.00 0.000 0 035 REMOVE CONCRETE (CURB AND GUTTER) LF 10.0000 6,800.00 110.000 1,100.00 110.000 1,100 036 CLEARING AND GRUBBING (LS) LS 15,000.0000 15,000.00 0.000 0 037 DEVELOP WATER SUPPLY LS 5,000.0000 5,000.00 0.000 0 038 ROADWAY EXCAVATION CY 60.0000 558,600.00 0.000 0 039 SHOULDER BACKING TON 150.0000 7,950.00 0.000 0 040 SAND BEDDING CY 75.0000 5,625.00 0.000 0 041 DITCH EXCAVATION CY 20.0000 2,400.00 0.000 0 042 ROADSIDE CLEARING (TREE REMOVAL) EA 500.0000 3,500.00 0.000 0 043 ROCK BLANKET (MODIFIED) SQFT 15.0000 13,650.00 0.000 0 044 PLACE BOULDER EA 980.0000 10,780.00 0.000 0 045 WEED GERMINATION SQYD 0.5000 990.00 0.000 0 046 GRASS FERTILIZER LB 20.0000 320.00 0.000 0 047 WOOD MULCH CY 100.0000 3,000.00 0.000 0 048 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 19.5000 14,040.00 0.000 0 LINE) 049 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 9.5000 17,195.00 0.000 0 LINE) PROGRAM CAS145 PAGE 3 DATE 10/24/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-0E24U4 TIME 11:08 AM ESTIMATE NO. 001 BID OPENING 06/02/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/16 R.E. NAME: DATE OF THIS ESTIMATE 10/24/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 11.5000 15,180.00 0.000 0 (SUPPLY LINE) 051 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 27.6000 14,076.00 0.000 0 (SUPPLY LINE) 052 2" PLASTIC PIPE (SCHEDULE 40) LF 25.0000 100.00 0.000 0 (SUPPLY LINE) 053 2" PLASTIC PIPE (CLASS 315) LF 15.0000 14,700.00 0.000 0 (SUPPLY LINE) 054 8" PLASTIC PIPE CONDUIT (SCHEDULE 80) LF 88.0000 14,960.00 0.000 0 055 6" PLASTIC PIPE CONDUIT (SCHEDULE 80) LF 127.0000 13,970.00 0.000 0 056 4" PLASTIC PIPE CONDUIT (SCHEDULE 80) LF 37.5000 15,375.00 0.000 0 057 1 1/4" SPRINKLER CONTROL CONDUIT LF 34.0000 13,940.00 0.000 0 058 1 1/2" SPRINKLER CONTROL CONDUIT LF 35.0000 6,650.00 0.000 0 059 2" SPRINKLER CONTROL CONDUIT LF 18.5000 14,430.00 0.000 0 060 1 1/2" PLASTIC PIPE (CLASS 315) LF 35.0000 14,000.00 0.000 0 (SUPPLY LINE) 061 8" CORRUGATED HIGH DENSITY LF 96.0000 151,680.00 40.000 3,840.00 40.000 3,840 POLYETHYLENE PIPE CONDUIT 062 IMPORTED TOPSOIL (CY) CY 75.0000 11,250.00 0.000 0 063 EROSION CONTROL (DRY SEED)(GRASS)(SQFT) SQFT 0.3500 1,270.50 0.000 0 064 EROSION CONTROL (DRY SEED) (WILDFLOWER) SQFT 0.7200 10,224.00 0.000 0 (SQFT) 065 COMPOST SQFT 0.3700 6,586.00 0.000 0 066 INCORPORATE MATERIALS SQFT 0.3000 5,340.00 0.000 0 067 FINISHING ROADWAY LS 30,000.0000 30,000.00 0.000 0 068 CLASS 2 AGGREGATE BASE (CY) CY 60.0000 346,800.00 0.000 0 069 HOT MIX ASPHALT (TYPE A) TON 135.0000 718,200.00 0.000 0 070 PLACE HOT MIX ASPHALT SQYD 30.0000 38,700.00 0.000 0 (MISCELLANEOUS AREA) 071 TACK COAT TON 800.0000 2,640.00 0.000 0 072 MINOR CONCRETE (MINOR STRUCTURE) CY 1,325.0000 96,725.00 30.340 40,200.50 30.340 40,200 (F) 073 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 5.0000 1,300.00 0.000 0 074 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.5000 1,131.00 0.000 0 (0.063"-UNFRAMED) 075 FURNISH SINGLE SHEET ALUMINUM SIGN FOR SQFT 9.3000 2,046.00 0.000 0 TYPE XI SHEETING(0.063"-UNFRAMED) 076 FURNISH SINGLE SHEET ALUMINUM SIGN FOR SQFT 10.5000 378.00 0.000 0 TYPE XI SHEETING (0.080"-UNFRAMED) PROGRAM CAS145 PAGE 4 DATE 10/24/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-0E24U4 TIME 11:08 AM ESTIMATE NO. 001 BID OPENING 06/02/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/16 R.E. NAME: DATE OF THIS ESTIMATE 10/24/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 FURNISH SINGLE SHEET ALUMINUM SIGN FOR SQFT 16.0000 224.00 0.000 0 TYPE XI SHEETING (0.063"-FRAMED) 078 ROADSIDE SIGN - ONE POST EA 268.0000 12,060.00 0.000 0 079 ROADSIDE SIGN - TWO POST EA 540.0000 540.00 0.000 0 080 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 175.0000 700.00 0.000 0 METHOD) 081 CONCRETE BACKFILL (PIPE TRENCH) CY 218.0000 12,862.00 45.000 9,810.00 45.000 9,810 (F) 082 18" PLASTIC PIPE LF 115.0000 248,400.00 1,001.000 115,115.00 1,001.000 115,115 083 24" PLASTIC PIPE LF 228.0000 12,312.00 54.000 12,312.00 54.000 12,312 084 18" REINFORCED CONCRETE PIPE (CLASS III) LF 165.0000 80,850.00 257.000 42,405.00 257.000 42,405 085 24" REINFORCED CONCRETE PIPE (CLASS III) LF 208.0000 81,120.00 0.000 0 086 36" REINFORCED CONCRETE PIPE (CLASS III) LF 206.0000 35,020.00 166.000 34,196.00 166.000 34,196 087 18" CORRUGATED STEEL PIPE (.109" THICK) LF 275.0000 4,675.00 0.000 0 088 30" CORRUGATED STEEL PIPE (.109" THICK) LF 175.0000 3,325.00 0.000 0 089 CLASS 6 PERMEABLE MATERIAL CY 72.0000 33,120.00 0.000 0 090 12" WELDED STEEL PIPE (.250" THICK) LF 196.0000 9,408.00 0.000 0 091 24" STEEL FLARED END SECTION EA 680.0000 680.00 1.000 680.00 1.000 680 092 30" STEEL FLARED END SECTION EA 850.0000 850.00 0.000 0 093 36" PRECAST CONCRETE PIPE INLET LF 935.0000 2,431.00 2.700 2,524.50 2.700 2,524 094 SMALL-ROCK SLOPE PROTECTION CY 145.0000 3,770.00 0.000 0 095 ROCK SLOPE PROTECTION (NO. 1, METHOD B) CY 85.0000 6,545.00 0.000 0 (CY) 096 CONCRETE (CONCRETE APRON) CY 525.0000 997.50 0.000 0 097 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 7.0000 399.00 0.000 0 098 MASONRY UNIT PAVERS SQFT 77.0000 10,010.00 0.000 0 099 DETECTABLE WARNING SURFACE SQFT 32.5000 12,350.00 0.000 0 100 MINOR CONCRETE (CURB AND GUTTER) CY 438.0900 157,712.40 0.000 0 101 MINOR CONCRETE (GUTTER DEPRESSION) CY 525.0000 315.00 0.000 0 102 MINOR CONCRETE (DRIVEWAY) CY 429.3000 40,783.50 0.000 0 103 MINOR CONCRETE (COLORED CONCRETE) CY 830.2500 74,722.50 0.000 0 PROGRAM CAS145 PAGE 5 DATE 10/24/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-0E24U4 TIME 11:08 AM ESTIMATE NO. 001 BID OPENING 06/02/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/16 R.E. NAME: DATE OF THIS ESTIMATE 10/24/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 MINOR CONCRETE (SIDEWALK) CY 575.1000 143,775.00 0.000 0 105 MINOR CONCRETE (RETAINING CURB) CY 1,344.0000 672.00 0.000 0 106 MINOR CONCRETE (TEXTURED PAVING) CY 1,012.5000 43,537.50 0.000 0 107 ANIMAL TRACKS LF 16.2500 6,662.50 0.000 0 108 MINOR CONCRETE (RETAINING WALL) CY 795.0000 11,925.00 0.000 0 109 MISCELLANEOUS IRON AND STEEL LB 2.5000 37,370.00 5,676.000 14,190.00 5,676.000 14,190 (F) 110 ADJUST MANHOLE TO GRADE EA 1,500.0000 22,500.00 0.000 0 111 ADJUST UTILITY COVER TO GRADE EA 1,100.0000 12,100.00 0.000 0 112 RELOCATE FIRE HYDRANT EA 7,925.0000 23,775.00 0.000 0 113 INSTALL CELLAR DOOR EA 12,000.0000 12,000.00 0.000 0 114 MARKER (CULVERT) EA 60.0000 300.00 0.000 0 115 HANDRAILING LF 200.0000 400.00 0.000 0 116 CABLE RAILING LF 250.0000 2,750.00 0.000 0 117 TUBULAR HANDRAILING (MODIFIED) LF 135.0000 14,850.00 0.000 0 118 THERMOPLASTIC PAVEMENT MARKING SQFT 6.7500 14,715.00 0.000 0 119 THERMOPLASTIC TRAFFIC STRIPE LF 0.7700 10,395.00 0.000 0 (SPRAYABLE) 120 LIGHTING (INTERSECTION-DECORATIVE) LS 98,500.0000 98,500.00 0.000 0 121 LIGHTING (CITY STREET-DECORATIVE) LS 67,500.0000 67,500.00 0.000 0 122 RECTANGULAR RAPID FLASHING BEACON SYSTEM LS 30,785.0000 30,785.00 0.000 0 123 ELECTRIC SERVICE (IRRIGATION) LS 10,537.0000 10,537.00 0.000 0 124 RADAR SPEED FEEDBACK SIGN LS 30,000.0000 30,000.00 0.000 0 125 MODIFY TRAFFIC COUNT STATION LS 5,000.0000 5,000.00 0.000 0 126 CLASS D FILTER FABRIC SQYD 7.0000 5,320.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 10/24/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-0E24U4 TIME 11:08 AM ESTIMATE NO. 001 BID OPENING 06/02/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/16 R.E. NAME: DATE OF THIS ESTIMATE 10/24/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 346,656.50 346,656.50 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 10,380.26 10,380.26 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 357,036.76 357,036.76 127 MOBILIZATION LS 620,000.0000 620,000.00 0.500 310,000.00 0.500 310,000 ORIGINAL CONTRACT AMOUNT 4,949,400.40 TOTAL WORK COMPLETED 667,036.76 667,036.76 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -62,529.98 -62,529.98 TOTAL 604,506.78 604,506.78 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 127 MOBILIZATION 494,940.04 620,000.00 125,059.96 DATE CONTR CONTRACT DATE WORK BEGIN EST. DATE WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR COMPLETION DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 07/26/16 130 09/20/16 09/20/16 04/03/17 16 6 0 0 13% 12% PROGRESS IS SATISFACTORY RESIDENT ENGINEER PROGRAM CAS145 DATE 10/24/16