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 05/22/23 EST. NO. 001 TIME 11:16 AM R.E. NAME: HIGGINS, KYLE 02-1H5704 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** 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 05/22/23 EST. NO. 001 TIME 11:16 AM R.E. NAME: HIGGINS, KYLE 02-1H5704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 05/22/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1H5704 TIME 11:16 AM ESTIMATE NO. 001 BID OPENING 12/13/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/23 R.E. NAME: HIGGINS, KYLE DATE OF THIS ESTIMATE 05/22/23 LOCATION PROGRESS ESTIMATE 02-SHA-299-67.8/77.8 ----------------- J.F. SHEA CONSTRUCTION, INC. SHASTA COUNTY AT AND NEAR BURNEY FROM 2.6 667 BREA CANYON ROAD, SUITE 3 MILES EAST OF CARBERRY FLAT ROAD TO 0.3 WALNUT CA 91789 MILE EAST OF BURNEY MOUNTAIN POWER ROAD FED. AID NO. ACNH-P299(212)E COLD PLANE, PLACE HMA, DRAINAGE WORK AND M ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,525.0000 2,525.00 1.000 2,525.00 1.000 2,525 002 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS 4,275.0000 4,275.00 0.750 3,206.25 0.750 3,206 003 TIME-RELATED OVERHEAD (LS) LS 150,000.0000 150,000.00 0.008 1,200.00 0.008 1,200 004 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 18,000.00 0.000 0 005 HOURLY OFF-SITE HR 200.0000 8,000.00 0.000 0 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 DEVELOP WATER SUPPLY LS 6,000.0000 6,000.00 0.000 0 007 CONSTRUCTION AREA SIGNS LS 13,500.0000 13,500.00 0.500 6,750.00 0.500 6,750 008 TRAFFIC CONTROL SYSTEM LS 615,900.0000 615,900.00 0.000 0 009 PORTABLE RADAR SPEED FEEDBACK SIGN LS 8,035.0000 8,035.00 0.000 0 SYSTEMS (LS) 010 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 10,300.0000 10,300.00 0.000 0 011 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 23,072.0000 23,072.00 0.000 0 012 AUTOMATED FLAGGER ASSISTANCE DEVICES LS 9,476.0000 9,476.00 0.000 0 013 JOB SITE MANAGEMENT LS 23,700.0000 23,700.00 0.000 0 014 PREPARE STORM WATER POLLUTION PREVENTION LS 2,940.0000 2,940.00 0.000 0 PLAN 015 RAIN EVENT ACTION PLAN EA 500.0000 6,000.00 0.000 0 016 STORM WATER SAMPLING AND ANALYSIS DAY EA 227.0000 3,632.00 0.000 0 017 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 0.000 0 018 MOVE-IN/MOVE-OUT (TEMPORARY EROSION EA 1,030.0000 12,360.00 0.000 0 CONTROL) 019 TEMPORARY HYDRAULIC MULCH (BONDED FIBER SQYD 2.0600 4,944.00 0.000 0 MATRIX) 020 TEMPORARY COVER SQYD 6.4000 15,360.00 0.000 0 021 TEMPORARY CHECK DAM LF 9.0000 8,730.00 0.000 0 022 TEMPORARY DRAINAGE INLET PROTECTION EA 135.0000 8,235.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 05/22/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1H5704 TIME 11:16 AM ESTIMATE NO. 001 BID OPENING 12/13/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/23 R.E. NAME: HIGGINS, KYLE DATE OF THIS ESTIMATE 05/22/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY FIBER ROLL LF 8.0000 4,480.00 0.000 0 024 TEMPORARY GRAVEL BAG BERM LF 27.0000 999.00 0.000 0 025 TEMPORARY REINFORCED SILT FENCE LF 30.0000 2,790.00 0.000 0 026 STREET SWEEPING LS 10,300.0000 10,300.00 0.000 0 027 TEMPORARY CONCRETE WASHOUT LS 8,750.0000 8,750.00 0.000 0 028 TREATED WOOD WASTE LB 0.2900 18,850.00 0.000 0 029 CLEARING AND GRUBBING (LS) LS 18,782.0000 18,782.00 0.000 0 030 ROADWAY EXCAVATION CY 243.0000 133,650.00 0.000 0 031 SHOULDER BACKING TON 47.0000 161,680.00 0.000 0 032 STRUCTURE EXCAVATION CY 420.0000 2,016.00 0.000 0 (F) 033 BONDED FIBER MATRIX (SQFT) SQFT 0.6000 10,440.00 0.000 0 034 CLASS 2 AGGREGATE BASE (CY) CY 220.0000 136,400.00 0.000 0 035 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 036 ASPHALT-RUBBER BINDER TON 670.0000 62,980.00 0.000 0 037 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 038 PRECOATED AGGREGATE (SEAL COAT) TON 283.0000 172,630.00 0.000 0 039 HOT MIX ASPHALT (TYPE A) TON 136.0000 639,200.00 0.000 0 040 MINOR HOT MIX ASPHALT TON 123.0000 79,950.00 0.000 0 041 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 136.0000 5,018,400.00 0.000 0 042 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.5100 34,881.00 0.000 0 043 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.0000 5,220.00 0.000 0 044 PLACE HOT MIX ASPHALT (MISCELLANEOUS SQYD 67.0000 60,300.00 0.000 0 AREA) 045 TACK COAT TON 732.0000 50,508.00 0.000 0 046 REMOVE ASPHALT CONCRETE DIKE LF 8.0000 205,600.00 0.000 0 047 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 5.0000 344,000.00 0.000 0 048 CONCRETE STAIRWAY LS 34,210.0000 34,210.00 0.000 0 049 STRUCTURAL CONCRETE, HEADWALL CY 3,398.0000 40,776.00 0.000 0 (F) PROGRAM CAS145 PAGE 3 DATE 05/22/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1H5704 TIME 11:16 AM ESTIMATE NO. 001 BID OPENING 12/13/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/23 R.E. NAME: HIGGINS, KYLE DATE OF THIS ESTIMATE 05/22/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 STRUCTURAL CONCRETE, DRAINAGE INLET CY 3,119.0000 102,927.00 0.000 0 (F) 051 MINOR CONCRETE (MINOR STRUCTURE) CY 3,000.0000 9,300.00 0.000 0 (F) 052 BAR REINFORCING STEEL LB 51.0000 3,825.00 0.000 0 (F) 053 18" ALTERNATIVE PIPE CULVERT LF 142.0000 176,080.00 0.000 0 054 24" ALTERNATIVE PIPE CULVERT LF 279.0000 128,340.00 0.000 0 055 30" ALTERNATIVE PIPE CULVERT LF 340.0000 261,800.00 0.000 0 056 CONCRETE BACKFILL (PIPE TRENCH) CY 245.0000 53,165.00 0.000 0 (F) 057 12" PLASTIC PIPE UNDERDRAIN OUTLET LF 31.0000 37,200.00 0.000 0 058 24" CORRUGATED STEEL PIPE (.109" THICK) LF 185.0000 1,480.00 0.000 0 059 24" POLYMERIC SHEET COATED CORRUGATED LF 323.0000 67,830.00 0.000 0 STEEL PIPE (.138" THICK) 060 30" POLYMERIC SHEET COATED CORRUGATED LF 821.0000 68,964.00 0.000 0 STEEL PIPE (.138" THICK) 061 30" SLOTTED DRAIN CSP (0.079" THICK) LF 235.0000 19,035.00 0.000 0 062 STEEL PLATE (0.5" THICK) EA 1,855.0000 7,420.00 0.000 0 063 12" PERFORATED PLASTIC PIPE UNDERDRAIN LF 51.0000 390,150.00 0.000 0 064 CLASS 1 PERMEABLE MATERIAL CY 90.0000 384,300.00 0.000 0 065 24" CORRUGATED STEEL PIPE DOWNDRAIN LF 192.0000 3,840.00 0.000 0 (.138" THICK) 066 30" CORRUGATED STEEL PIPE DOWNDRAIN LF 211.0000 5,275.00 0.000 0 (.138" THICK) 067 36" CORRUGATED STEEL PIPE DOWNDRAIN LF 156.0000 13,104.00 0.000 0 (.109" THICK) 068 24" ANCHOR ASSEMBLY EA 1,098.0000 2,196.00 0.000 0 069 30" ANCHOR ASSEMBLY EA 1,117.0000 2,234.00 0.000 0 070 36" ANCHOR ASSEMBLY EA 1,350.0000 8,100.00 0.000 0 071 DRAINAGE INLET MARKER EA 26.0000 104.00 0.000 0 072 36" CORRUGATED STEEL PIPE INLET (.109" LF 1,252.0000 22,536.00 0.000 0 THICK) 073 36" SLOTTED CORRUGATED STEEL PIPE RISER LF 864.0000 8,640.00 0.000 0 (.168" THICK) 074 36" TRENCHLESS WELDED STEEL PIPE (0.5" LF 1,097.0000 104,215.00 0.000 0 THICK) 075 36" WELDED STEEL PIPE (0.5" THICK) LF 1,395.0000 4,185.00 0.000 0 076 28" WELDED STEEL PIPE (0.5" THICK) LF 830.0000 9,960.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 05/22/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1H5704 TIME 11:16 AM ESTIMATE NO. 001 BID OPENING 12/13/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/23 R.E. NAME: HIGGINS, KYLE DATE OF THIS ESTIMATE 05/22/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 22" WELDED STEEL PIPE (0.5" THICK) LF 929.0000 14,864.00 0.000 0 078 24" STEEL FLARED END SECTION EA 915.0000 4,575.00 0.000 0 079 30" STEEL FLARED END SECTION EA 978.0000 2,934.00 0.000 0 080 36" STEEL FLARED END SECTION EA 1,375.0000 1,375.00 0.000 0 081 ABANDON CULVERT (LF) LF 64.0000 21,760.00 0.000 0 082 REMOVE CULVERT (LF) LF 14.0000 37,100.00 0.000 0 083 REMOVE INLET EA 590.0000 8,850.00 0.000 0 084 REMOVE RISER EA 875.0000 875.00 0.000 0 085 REMOVE HEADWALL EA 600.0000 2,400.00 0.000 0 086 REMOVE JUNCTION BOX EA 1,800.0000 1,800.00 0.000 0 087 REMOVE FLARED END SECTION (EA) EA 159.0000 1,431.00 0.000 0 088 MODIFY INLET EA 1,598.0000 6,392.00 0.000 0 089 CLEANING, INSPECTING, AND PREPARING LF 90.0000 38,700.00 0.000 0 CULVERT (LF) 090 CULVERT CONTACT GROUTING CY 7,900.0000 7,900.00 0.000 0 091 SAND BACKFILL CY 156.0000 6,240.00 0.000 0 092 22" WELDED STEEL PIPELINER (0.5" THICK) LF 471.0000 193,110.00 0.000 0 093 ROCK SLOPE PROTECTION (150 LB, CLASS CY 505.0000 3,535.00 0.000 0 III, METHOD B) (CY) 094 ROCK SLOPE PROTECTION (60 LB, CLASS II, CY 400.0000 4,800.00 0.000 0 METHOD B) (CY) 095 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 14.0000 826.00 0.000 0 096 DETECTABLE WARNING SURFACE SQFT 48.0000 23,040.00 0.000 0 097 MINOR CONCRETE (CURB AND GUTTER) CY 1,190.0000 154,700.00 0.000 0 098 MINOR CONCRETE V-GUTTER & SPANDRELS CY 1,310.0000 17,030.00 0.000 0 099 MINOR CONCRETE (DRIVEWAY) CY 1,050.0000 85,050.00 0.000 0 100 MINOR CONCRETE (SIDEWALK) CY 1,020.0000 112,200.00 0.000 0 101 MINOR CONCRETE (CURB RAMP) CY 1,370.0000 89,050.00 0.000 0 102 REMOVE CONCRETE SIDEWALK AND DRIVEWAY SQYD 57.0000 109,440.00 0.000 0 (SQYD) 103 REMOVE CONCRETE (CURB AND GUTTER) LF 29.0000 61,190.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 05/22/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1H5704 TIME 11:16 AM ESTIMATE NO. 001 BID OPENING 12/13/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/23 R.E. NAME: HIGGINS, KYLE DATE OF THIS ESTIMATE 05/22/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 REMOVE CONCRETE V-GUTTER & SPANDRELS SQYD 141.0000 11,703.00 0.000 0 105 PRE/POST CONSTRUCTION SURVEYS EA 9,064.0000 18,128.00 0.000 0 106 MISCELLANEOUS IRON AND STEEL LB 4.0000 33,400.00 0.000 0 (F) 107 ADJUST ACCESS BOX FRAME AND COVER EA 2,785.0000 11,140.00 0.000 0 (UTILITY) 108 ADJUST ACCESS BOX (UTILITY) EA 851.0000 31,487.00 0.000 0 109 ADJUST MANHOLE FRAME AND COVER (UTILITY) EA 1,277.0000 22,986.00 0.000 0 110 CHAIN LINK FENCE (MINI MESH, TYPE LF 237.0000 9,717.00 0.000 0 MMCL-6, EXTENSION ARM) 111 4' CHAIN LINK GATE (MINI MESH, TYPE EA 685.0000 685.00 0.000 0 MMCL-6, EXTENSION ARM) 112 GUARD RAILING DELINEATOR EA 19.0000 1,045.00 0.000 0 113 PAVEMENT MARKER EA 10.0000 29,400.00 0.000 0 (RETROREFLECTIVE-RECESSED) 114 MILEPOST MARKER EA 55.0000 1,155.00 0.000 0 115 UNDERDRAIN MARKER EA 55.0000 1,815.00 0.000 0 116 MARKER (CULVERT) EA 55.0000 1,925.00 0.000 0 117 OBJECT MARKER (TYPE L-1) EA 55.0000 1,815.00 0.000 0 118 REMOVE ROADSIDE SIGN EA 200.0000 4,200.00 0.000 0 119 SALVAGE ROADSIDE SIGN EA 200.0000 1,200.00 0.000 0 120 RESET ROADSIDE SIGN EA 300.0000 1,200.00 0.000 0 121 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.0000 6,840.00 0.000 0 (0.063"-UNFRAMED) 122 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 49.0000 2,597.00 0.000 0 (0.063"-FRAMED) 123 ROADSIDE SIGN - ONE POST EA 390.0000 17,940.00 0.000 0 124 ROADSIDE SIGN - TWO POST EA 700.0000 1,400.00 0.000 0 125 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 206.0000 1,236.00 0.000 0 METHOD) 126 REFLECTIVE POST PANEL EA 36.0000 72.00 0.000 0 127 MIDWEST GUARDRAIL SYSTEM (8' STEEL POST) LF 35.0000 192,150.00 0.000 0 128 VEGETATION CONTROL (MINOR CONCRETE) SQYD 37.0000 153,920.00 0.000 0 129 TUBULAR HANDRAILING (MODIFIED) LF 475.0000 11,400.00 0.000 0 (F) 130 STAIRWAY HANDRAIL LS 8,755.0000 8,755.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 05/22/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1H5704 TIME 11:16 AM ESTIMATE NO. 001 BID OPENING 12/13/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/23 R.E. NAME: HIGGINS, KYLE DATE OF THIS ESTIMATE 05/22/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 1,185.0000 14,220.00 0.000 0 132 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,245.0000 32,450.00 0.000 0 133 REMOVE GUARDRAIL LF 4.5000 20,925.00 0.000 0 134 SALVAGE GUARDRAIL LF 4.0000 3,320.00 0.000 0 135 6" THERMOPLASTIC TRAFFIC STRIPE LF 3.0500 738,100.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (RECESSED) 136 8" THERMOPLASTIC TRAFFIC STRIPE LF 4.0000 24,440.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (RECESSED) 137 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 138 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,000.0000 5,000.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 139 TRAFFIC MONITORING STATION SYSTEM LS 50,000.0000 50,000.00 0.000 0 140 MODIFYING ROADSIDE WEATHER INFORMATION LS 390,000.0000 390,000.00 0.000 0 SYSTEMS 141 MODIFYING SIGNAL AND LIGHTING SYSTEMS LS 292,000.0000 292,000.00 0.000 0 142 MODIFYING TRAFFIC MONITORING STATIONS LS 25,000.0000 25,000.00 0.000 0 143 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 144 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 9.3000 87,978.00 0.000 0 WET NIGHT VISIBILITY) 145 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 146 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 8,100.0000 8,100.00 0.000 0 PROGRAM CAS145 PAGE 7 DATE 05/22/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1H5704 TIME 11:16 AM ESTIMATE NO. 001 BID OPENING 12/13/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/23 R.E. NAME: HIGGINS, KYLE DATE OF THIS ESTIMATE 05/22/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 13,681.25 13,681.25 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 13,681.25 13,681.25 147 MOBILIZATION LS 1,010,008.0000 1,010,008.00 0.000 0 ORIGINAL CONTRACT AMOUNT 14,405,000.00 TOTAL WORK COMPLETED 13,681.25 13,681.25 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 13,681.25 13,681.25 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E 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 03/27/23 120 05/01/23 09/19/22 11/10/23 1 13 0 0 0% 1% PROGRESS IS SATISFACTORY HIGGINS, KYLE RESIDENT ENGINEER