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 10/20/20 EST. NO. 005 TIME 03:30 PM R.E. NAME: JOHN YOLTON 02-3H8104 --------------------------------------------------------------------------- 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 10/20/20 EST. NO. 005 TIME 03:30 PM R.E. NAME: JOHN YOLTON 02-3H8104 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 10/20/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3H8104 TIME 03:30 PM ESTIMATE NO. 005 BID OPENING 04/16/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/20 R.E. NAME: JOHN YOLTON DATE OF THIS ESTIMATE 10/20/20 LOCATION RERUN PROGRESS ESTIMATE 02-PLU-70 ----------------------- Q&D CONSTRUCTION LLC IN LASSEN AND PLUMAS COUNTIES AT 1050 S. 21ST STREET; VARIOUS LOCATIONS SPARKS NV 89434 FED. AID NO. N O N E REPLACE JOINT SEALS, REPAIR UNSOUND ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 3,800.0000 3,800.00 1.000 3,800 002 TIME-RELATED OVERHEAD (LS) LS 140,000.0000 140,000.00 0.630 88,200.00 0.900 126,000 003 CONSTRUCTION AREA SIGNS LS 27,000.0000 27,000.00 0.700 18,900 004 TRAFFIC CONTROL SYSTEM LS 200,000.0000 200,000.00 0.630 126,000.00 0.900 180,000 005 PORTABLE RADAR SPEED FEEDBACK SIGN LS 6,000.0000 6,000.00 0.630 3,780.00 0.900 5,400 SYSTEMS 006 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 23,000.0000 23,000.00 0.630 14,490.00 0.900 20,700 007 JOB SITE MANAGEMENT LS 27,000.0000 27,000.00 0.630 17,010.00 0.900 24,300 008 PREPARE WATER POLLUTION CONTROL PROGRAM LS 1,500.0000 1,500.00 0.500 750 009 TEMPORARY TACKED STRAW SQYD 23.0000 3,220.00 0.000 0 010 TEMPORARY CONCRETE WASHOUT LS 1,600.0000 1,600.00 1.000 1,600.00 1.000 1,600 011 WORK AREA MONITORING (BRIDGE) LS 9,200.0000 9,200.00 0.000 0 012 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 31,400.0000 31,400.00 0.630 19,782.00 0.900 28,260 013 BAT AND BIRD EXCLUSION DEVICE LS 7,000.0000 7,000.00 0.400 2,800.00 1.000 7,000 014 TEMPORARY CONSTRUCTION MAT (LS) LS 6,000.0000 6,000.00 1.000 6,000.00 1.000 6,000 015 ROADWAY EXCAVATION CY 365.0000 4,380.00 12.000 4,380.00 12.000 4,380 016 SHOULDER BACKING TON 300.0000 5,700.00 10.040 3,012 017 HOT MIX ASPHALT (TYPE A) TON 300.0000 54,000.00 196.740 59,022 018 TACK COAT TON 750.0000 525.00 0.700 525 019 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 19.0000 18,620.00 980.000 18,620 020 TEMPORARY SUPPORT (LOCATION A) LS 25,500.0000 25,500.00 1.000 25,500.00 1.000 25,500 021 TEMPORARY SUPPORT (LOCATION B) LS 25,500.0000 25,500.00 1.000 25,500.00 1.000 25,500 022 TEMPORARY DECKING LS 38,000.0000 38,000.00 1.000 38,000.00 1.000 38,000 PROGRAM CAS145 PAGE 2 DATE 10/20/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3H8104 TIME 03:30 PM ESTIMATE NO. 005 BID OPENING 04/16/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/20 R.E. NAME: JOHN YOLTON DATE OF THIS ESTIMATE 10/20/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 JACKING HINGE SPAN (LOCATION A) LS 15,000.0000 15,000.00 1.000 15,000.00 1.000 15,000 024 JACKING HINGE SPAN (LOCATION B) LS 15,000.0000 15,000.00 1.000 15,000.00 1.000 15,000 025 STRUCTURAL CONCRETE,BRIDGE (RSC) CY 20,000.0000 40,000.00 2.000 40,000.00 2.000 40,000 (F) 026 CLEAN EXPANSION JOINT LF 57.0000 48,393.00 768.650 43,813 027 JOINT SEAL (MR 1/2") LF 73.5000 21,241.50 176.000 12,936.00 325.650 23,935 028 JOINT SEAL (MR 1 1/2") LF 103.0000 17,304.00 86.000 8,858 029 BONDED JOINT SEAL (MR 1 1/2") LF 64.0000 12,288.00 192.000 12,288 030 BONDED JOINT SEAL (MR 1") LF 87.0000 9,396.00 54.000 4,698 031 BONDED JOINT SEAL (MR 2") LF 96.0000 8,832.00 92.000 8,832 032 GALVANIC ANODE EA 931.0000 4,655.00 5.000 4,655 033 CLEAN STRUCTURAL STEEL (EXISTING BRIDGE) LS 98,334.0000 98,334.00 0.250 24,583.50 1.000 98,334 034 PAINT STRUCTURAL STEEL (EXISTING BRIDGE) LS 159,134.0000 159,134.00 0.380 60,470.92 0.880 140,037 035 SPOT BLAST CLEAN AND PAINT UNDERCOAT SQFT 50.7600 253,292.40 1,962.000 99,591.12 3,999.000 202,989 036 PUBLIC SAFETY PLAN LS 14,000.0000 14,000.00 1.000 14,000 037 RAPID SETTING CONCRETE (PATCH) CF 450.0000 39,150.00 108.000 48,600 038 POLYESTER CONCRETE OVERLAY (PATCH) CF 236.0000 56,168.00 105.000 24,780 039 REPAIR SPALLED SURFACE AREA SQFT 333.0000 10,656.00 11.000 3,663 040 REMOVE POLYESTER CONCRETE OVERLAY SQFT 1.8000 35,344.80 14,836.000 26,704 041 REMOVE UNSOUND CONCRETE CF 110.0000 35,750.00 213.000 23,430 042 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 0.5000 19,260.50 4,800.000 2,400.00 39,083.000 19,541 043 FURNISH EPOXY CONCRETE OVERLAY CF 110.0000 37,730.00 314.000 34,540 (E-CHEM EPC-OVERLAY) 044 FURNISH EPOXY CONCRETE OVERLAY CF 122.0000 41,846.00 268.000 32,696 (FASTRAC CE700 HPC) 045 FURNISH POLYESTER CONCRETE OVERLAY CF 80.0000 102,160.00 320.000 25,600.00 1,060.000 84,800 046 PLACE EPOXY CONCRETE OVERLAY (FASTRAC SQFT 10.0000 34,310.00 3,431.000 34,310 (F) CE700 HPC) 047 PLACE POLYESTER CONCRETE OVERLAY SQFT 7.0000 89,362.00 4,560.000 31,920.00 12,526.000 87,682 (F) 048 PLACE EPOXY CONCRETE OVERLAY (E-CHEM SQFT 9.0000 30,879.00 3,431.000 30,879 (F) EPC-OVERLAY) 049 TREAT BRIDGE DECK SQFT 2.0000 37,770.00 19,447.000 38,894 (F) PROGRAM CAS145 PAGE 3 DATE 10/20/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3H8104 TIME 03:30 PM ESTIMATE NO. 005 BID OPENING 04/16/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/20 R.E. NAME: JOHN YOLTON DATE OF THIS ESTIMATE 10/20/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 FURNISH BRIDGE DECK TREATMENT MATERIAL GAL 50.0000 10,550.00 261.000 13,050 051 BRIDGE REMOVAL (PORTION), LOCATION A LS 20,000.0000 20,000.00 1.000 20,000.00 1.000 20,000 052 BRIDGE REMOVAL (PORTION), LOCATION B LS 20,000.0000 20,000.00 1.000 20,000.00 1.000 20,000 053 PLACE BEARING PAD EA 1,000.0000 16,000.00 16.000 16,000.00 16.000 16,000 054 SCOUR MONITORING SYSTEM LS 20,000.0000 20,000.00 1.000 20,000 055 REMOVE PAVEMENT MARKER EA 10.0000 240.00 24.000 240 056 PAVEMENT MARKER EA 110.0000 3,520.00 0.000 0 (RETROREFLECTIVE-RECESSED) 057 THERMOPLASTIC TRAFFIC STRIPE LF 6.0000 39,960.00 6,660.000 39,960 (SPRAYABLE) 058 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 2.5000 5,475.00 2,181.000 5,452 059 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 7,500.0000 7,500.00 0.630 4,725.00 0.900 6,750 SYSTEM ELEMENTS DURING CONSTRUCTION PROGRAM CAS145 PAGE 4 DATE 10/20/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3H8104 TIME 03:30 PM ESTIMATE NO. 005 BID OPENING 04/16/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/20 R.E. NAME: JOHN YOLTON DATE OF THIS ESTIMATE 10/20/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 761,268.54 1,861,682.29 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 761,268.54 1,861,682.29 060 MOBILIZATION LS 230,553.8000 230,553.80 0.050 11,527.69 1.000 230,553 ORIGINAL CONTRACT AMOUNT 2,320,000.00 TOTAL WORK COMPLETED 772,796.23 2,092,236.09 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 772,796.23 2,092,236.09 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 06/09/20 145 07/15/20 07/15/20 03/09/21 53 15 0 0 88% 37% PROGRESS IS SATISFACTORY JOHN YOLTON RESIDENT ENGINEER PROGRAM CAS145 DATE 10/20/20