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 10/20/23 EST. NO. 005 TIME 04:17 PM R.E. NAME: PATENIA, DANILO 04-0Q6904 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 003 0002 2,937.17 E.W. @ F.A.(+) 081723 N 0005.0 2,937.17 TOTAL THIS ESTIMATE 36,813.04 TOTAL PREVIOUS ESTIMATE 39,750.21 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 10/20/23 EST. NO. 005 TIME 04:17 PM R.E. NAME: PATENIA, DANILO 04-0Q6904 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 10/20/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0Q6904 TIME 04:17 PM ESTIMATE NO. 005 BID OPENING 01/11/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/23 R.E. NAME: PATENIA, DANILO DATE OF THIS ESTIMATE 10/20/23 LOCATION PROGRESS ESTIMATE 04-NAP-12-2.1 ----------------- 04-NAP-12-2.6 GRANITE ROCK COMPANY NAPA COUNTY NEAR NAPA AT 0.2 MILE EAST OF 5225 HELLYER AVENUE, SUITE 22 KIRKLAND RANCH ROAD AND AT 0.7 MILE EAST SAN JOSE CA 95138 OF KIRKLAND RANCH ROAD FED. AID NO. ACST-ER (31T)4 REPLACE EMBANKMENT SLOPE WITH ROCK SLOPE P ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 4,655.0000 4,655.00 1.000 4,655 002 TIME-RELATED OVERHEAD (WDAY) WDAY 1,550.0000 62,000.00 40.000 62,000 003 CONSTRUCTION AREA SIGNS LS 3,300.0000 3,300.00 1.000 3,300 004 TRAFFIC CONTROL SYSTEM LS 100,000.0000 100,000.00 1.000 100,000 005 TEMPORARY TRAFFIC STRIPE (PAINT) LF 1.0500 4,074.00 5,330.000 5,596 006 CHANNELIZER (SURFACE MOUNTED) EA 50.0000 1,200.00 24.000 1,200 007 PORTABLE RADAR SPEED FEEDBACK SIGN EA 40.0000 6,400.00 80.000 3,200 SYSTEM DAY 008 TEMPORARY PAVEMENT MARKER EA 6.0000 336.00 0.000 0 009 TEMPORARY BARRIER SYSTEM LF 42.0000 52,920.00 1,260.000 52,920 010 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 2,900.0000 11,600.00 4.000 11,600 011 ALTERNATIVE TEMPORARY CRASH CUSHION EA 8,000.0000 16,000.00 2.000 16,000 012 TEMPORARY RADAR SPEED FEEDBACK SIGN EA 4,500.0000 9,000.00 2.000 9,000 SYSTEM 013 JOB SITE MANAGEMENT LS 15,500.0000 15,500.00 1.000 15,500 014 PREPARE STORM WATER POLLUTION PREVENTION LS 1,500.0000 1,500.00 1.000 1,500 PLAN 015 TEMPORARY DRAINAGE INLET PROTECTION EA 275.0000 1,650.00 6.000 1,650 016 TEMPORARY REINFORCED SILT FENCE LF 6.0000 9,600.00 1,600.000 9,600 017 TEMPORARY CONSTRUCTION ENTRANCE EA 8,750.0000 8,750.00 0.000 0 018 STREET SWEEPING LS 11,200.0000 11,200.00 1.000 11,200 019 TEMPORARY CONCRETE WASHOUT LS 900.0000 900.00 1.000 900 020 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 4.0000 5,120.00 1,544.000 6,176 STRIPE (HAZARDOUS WASTE) 021 REMOVE CONCRETE (MISCELLANEOUS) (CY) CY 670.0000 4,020.00 14.290 9,574 022 CLEARING AND GRUBBING (LS) LS 6,850.0000 6,850.00 1.000 6,850 PROGRAM CAS145 PAGE 2 DATE 10/20/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0Q6904 TIME 04:17 PM ESTIMATE NO. 005 BID OPENING 01/11/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/23 R.E. NAME: PATENIA, DANILO DATE OF THIS ESTIMATE 10/20/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 ROADWAY EXCAVATION CY 82.0000 154,160.00 1,880.000 154,160 024 ROADWAY EXCAVATION (TOPSOIL) CY 15.0000 2,850.00 190.000 2,850 025 SOIL AMENDMENT CY 114.0000 34.20 0.300 34 026 PACKET FERTILIZER EA 7.0000 105.00 15.000 105 027 PLANT (GROUP I) EA 100.0000 500.00 5.000 500 028 PLANT (GROUP A) EA 35.0000 350.00 10.000 350 029 MAINTAIN EXISTING PLANTED AREAS LS 22,294.8000 22,294.80 1.000 22,294 030 PLANT ESTABLISHMENT WORK LS 5,573.7000 5,573.70 0.080 445.90 0.240 1,337 031 WOOD MULCH CY 390.0000 390.00 1.000 390 032 FOLIAGE PROTECTOR EA 460.0000 2,300.00 5.000 2,300 033 CHECK AND TEST EXISTING IRRIGATION LS 3,648.5000 3,648.50 1.000 3,648 FACILITIES 034 RISER SPRINKLER ASSEMBLY EA 122.0000 1,830.00 15.000 1,830 035 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 19.5000 3,841.50 197.000 3,841 (F) LINE) 036 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 23.0000 3,795.00 165.000 3,795 (F) LINE) 037 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 25.5000 5,202.00 204.000 5,202 (F) (SUPPLY LINE) 038 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,650.0000 3,300.00 1.000 1,650 039 HYDROMULCH SQFT 0.1500 1,357.50 9,050.000 1,357 040 FIBER ROLLS LF 12.5100 2,376.90 190.000 2,376 041 HYDROSEED SQFT 0.4500 4,072.50 9,050.000 4,072 042 COMPOST (CY) CY 17.5600 1,931.60 110.000 1,931 043 HOT MIX ASPHALT (TYPE A) TON 518.0000 1,191.40 8.150 4,221 044 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 90.0000 8,010.00 89.000 8,010 045 REMOVE ASPHALT CONCRETE DIKE LF 50.0000 4,450.00 89.000 4,450 046 24" CORRUGATED STEEL PIPE (.079" THICK) LF 325.0000 16,900.00 52.000 16,900 047 8" PERFORATED PLASTIC PIPE UNDERDRAIN LF 92.0000 8,188.00 89.000 8,188 048 8" NON-PERFORATED PLASTIC PIPE LF 57.0000 2,793.00 49.000 2,793 UNDERDRAIN 049 36" CORRUGATED STEEL PIPE INLET (.109" LF 2,350.0000 10,575.00 4.500 10,575 THICK) PROGRAM CAS145 PAGE 3 DATE 10/20/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0Q6904 TIME 04:17 PM ESTIMATE NO. 005 BID OPENING 01/11/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/23 R.E. NAME: PATENIA, DANILO DATE OF THIS ESTIMATE 10/20/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE CULVERT (LF) LF 64.0000 3,328.00 52.000 3,328 051 REMOVE INLET EA 3,000.0000 3,000.00 1.000 3,000 052 CONCRETE (DITCH LINING) CY 3,220.0000 19,320.00 14.290 46,013 053 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 054 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 5.5500 5,661.00 1,020.000 5,661 055 MISCELLANEOUS IRON AND STEEL LB 4.0000 944.00 236.000 944 (F) 056 REMOVE PAVEMENT MARKER EA 3.0000 510.00 50.000 150 057 PAVEMENT MARKER (RETROREFLECTIVE) EA 6.0000 360.00 90.000 540 058 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.7500 4,462.50 2,692.000 4,711 (ENHANCED WET NIGHT VISIBILITY) 059 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 3.0000 4,620.00 3,089.000 9,267 060 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 12.0000 15,360.00 0.000 0 (BROKEN 36-12) 061 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 3,400.0000 3,400.00 1.000 3,400 SYSTEM ELEMENTS DURING CONSTRUCTION 062 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 063 RAIN EVENT ACTION PLAN EA 500.0000 4,000.00 0.000 0 064 STORM WATER SAMPLING AND ANALYSIS DAY EA 500.0000 500.00 0.000 0 065 STORM WATER ANNUAL REPORT EA 2,000.0000 2,000.00 0.000 0 066 ROCK SLOPE PROTECTION (1/4 T, CLASS V, CY 128.0000 170,240.00 1,330.000 170,240 METHOD B) (CY) PROGRAM CAS145 PAGE 4 DATE 10/20/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0Q6904 TIME 04:17 PM ESTIMATE NO. 005 BID OPENING 01/11/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/23 R.E. NAME: PATENIA, DANILO DATE OF THIS ESTIMATE 10/20/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 445.90 848,841.49 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 2,937.17 39,750.21 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 3,383.07 888,591.70 067 MOBILIZATION LS 38,000.0000 38,000.00 1.000 38,000 ORIGINAL CONTRACT AMOUNT 884,301.10 TOTAL WORK COMPLETED 3,383.07 926,591.70 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 3,383.07 926,591.70 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 03/03/23 290 05/01/23 04/27/23 07/31/24 94 23 0 0 93% 32% PROGRESS IS SATISFACTORY PATENIA, DANILO RESIDENT ENGINEER