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 05/04/23 EST. NO. 014 TIME 01:25 PM R.E. NAME: RECHS, DANIEL/JOHN SCOTT 03-2H2404 --------------------------------------------------------------------------- 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 05/04/23 EST. NO. 014 TIME 01:25 PM R.E. NAME: RECHS, DANIEL/JOHN SCOTT 03-2H2404 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE PERFORMANCE FAILURE -66,581.87 011 MSSG CEM-4401 2021 -10,000.00 012 RTN PERF FAILURE 66,581.87 012 RTN CEM-4401 2021 10,000.00 013 0.00 0.00 EQUAL EMPLOYMENT OPPORTUNITY MSSG CEM-2402 -10,000.00 012 RTN CEM-2402 10,000.00 013 0.00 0.00 LABOR COMPLIANCE VIOLATION PER 12/21 LETTER -4,000.00 002 RELEASE 12/21 DEDUCT 4,000.00 003 DEDUCT LTR 6/2022 -4,000.00 008 DEDUCT LTTR 7/2022 -6,000.00 009 DEDUCT LTTR 8/2022 -4,000.00 010 DEDUCT LTTR 9/22 -10,000.00 011 RTN LTTR 6/2022 4,000.00 011 DEDUCT LTTR 10/22 -9,000.00 012 DEDUCT LTTR 11/22 -10,000.00 012 RTN LTTR 7/2022 6,000.00 014 RTN LTTR 8/2022 4,000.00 014 RTN LTTR 9/22 10,000.00 014 RTN LTTR 10/22 9,000.00 014 RTN LTTR 11/22 10,000.00 014 39,000.00 0.00 TOTAL DEDUCTIONS 39,000.00 0.00 PROGRAM CAS145 PAGE 1 DATE 05/04/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2H2404 TIME 01:25 PM ESTIMATE NO. 014 BID OPENING 06/03/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/07/22 R.E. NAME: RECHS, DANIEL/JOHN SCOTT DATE OF THIS ESTIMATE 05/04/23 LOCATION FINAL ESTIMATE 03-BUT-32-7.6/7.9 -------------- LAMON CONSTRUCTION ON SR 32 AT THE INTERSECTION OF 871 VON GELDERN WAY; WEST SACRAMENTO AVE (WEST) AND WEST YUBA CITY CA 95991 SACRAMENTO AVE (EAST) IN CITY OF CHICO IN BUTTE COUNTY. FED. AID NO. HSNH-P032(49)E INTERSECTION IMPROVEMENTS. ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,800.0000 1,800.00 1.000 1,800 002 TIME-RELATED OVERHEAD (LS) LS 55,440.0000 55,440.00 1.000 55,440 003 CONSTRUCTION AREA SIGNS LS 4,580.0000 4,580.00 1.000 4,580 004 TRAFFIC CONTROL SYSTEM LS 134,772.0000 134,772.00 1.000 134,772 005 TYPE III BARRICADE EA 58.0000 580.00 0.000 0 006 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 3.1800 1,462.80 0.000 0 007 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.4600 616.40 0.000 0 008 PLASTIC TRAFFIC DRUMS EA 35.0000 1,050.00 0.000 0 009 TEMPORARY PAVEMENT MARKER EA 6.9300 117.81 0.000 0 010 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 11,550.0000 11,550.00 0.000 0 011 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 7,400.0000 7,400.00 1.000 7,400 012 JOB SITE MANAGEMENT LS 4,620.0000 4,620.00 1.000 4,620 013 PREPARE WATER POLLUTION CONTROL PROGRAM LS 1,040.0000 1,040.00 1.000 1,040 014 MOVE-IN/MOVE-OUT EA 1,155.0000 1,155.00 0.000 0 (TEMPORARY EROSION CONTROL) 015 TEMPORARY COVER SQYD 8.1000 2,511.00 0.000 0 016 TEMPORARY CHECK DAM LF 29.0000 3,190.00 0.000 0 017 TEMPORARY DRAINAGE INLET PROTECTION EA 210.0000 1,680.00 2.000 420 018 TEMPORARY FIBER ROLL LF 8.1000 1,053.00 0.000 0 019 TEMPORARY GRAVEL BAG BERM LF 23.0000 1,242.00 0.000 0 020 STREET SWEEPING LS 30,000.0000 30,000.00 1.000 30,000 021 TEMPORARY CONCRETE WASHOUT LS 4,620.0000 4,620.00 1.000 4,620 022 TREATED WOOD WASTE LB 4.7500 1,282.50 0.000 0 PROGRAM CAS145 PAGE 2 DATE 05/04/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2H2404 TIME 01:25 PM ESTIMATE NO. 014 BID OPENING 06/03/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/07/22 R.E. NAME: RECHS, DANIEL/JOHN SCOTT DATE OF THIS ESTIMATE 05/04/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 CLEARING AND GRUBBING (LS) LS 25,283.0000 25,283.00 1.000 25,283 024 ROADWAY EXCAVATION CY 211.5000 84,600.00 224.500 47,481 025 IMPORTED BORROW (CY) CY 102.0000 22,440.00 0.000 0 026 DECRORATIVE BOULDERS (TYPE B) EA 306.0000 3,366.00 11.000 3,366 027 DECRORATIVE BOULDERS (TYPE A) EA 1,100.0000 9,900.00 9.000 9,900 028 SOIL AMENDMENT CY 185.0000 555.00 3.000 555 029 PACKET FERTILIZER EA 0.8700 47.85 55.000 47 030 PLANT (GROUP A) EA 13.8600 762.30 55.000 762 031 DECOMPOSED GRANITE SQFT 8.1000 37,665.00 4,050.000 32,805 032 WOOD MULCH CY 197.0000 4,334.00 22.000 4,334 033 EDGING LF 16.0000 2,880.00 176.000 2,816 034 CHECK AND TEST EXISTING IRRIGATION LS 3,812.0000 3,812.00 1.000 3,812 FACILITIES 035 REMOVE IRRIGATION FACILITY LS 6,237.0000 6,237.00 1.000 6,237 036 RISER SPRINKLER ASSEMBLY EA 30.0000 1,650.00 55.000 1,650 037 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 7.0000 385.00 55.000 385 (F) LINE) 038 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 12.7500 828.75 65.000 828 (F) LINE) 039 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 16.0000 1,520.00 95.000 1,520 (F) (SUPPLY LINE) 040 PVC PIPE CONDUIT (SLEEVE) LF 40.5000 2,511.00 62.000 2,511 (F) 041 CLASS 2 AGGREGATE BASE (CY) CY 360.5000 86,520.00 123.970 44,691 042 REPLACE ASPHALT CONCRETE SURFACING CY 339.4000 50,910.00 0.000 0 043 HOT MIX ASPHALT (TYPE A) TON 127.0000 111,760.00 1,105.190 140,359 044 TACK COAT TON 2,285.0000 6,855.00 2.190 5,004 045 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 6.1000 27,633.00 6,320.000 38,552 046 REMOVE BASE AND SURFACING CY 53.0000 13,780.00 0.000 0 047 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,541.0000 8,639.40 4.600 11,688 (F) 048 MINOR CONCRETE (MINOR STRUCTURE) CY 2,080.0000 3,952.00 1.900 3,952 (F) 049 CONCRETE BACKFILL (PIPE TRENCH) CY 700.0000 700.00 1.000 700 (F) PROGRAM CAS145 PAGE 3 DATE 05/04/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2H2404 TIME 01:25 PM ESTIMATE NO. 014 BID OPENING 06/03/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/07/22 R.E. NAME: RECHS, DANIEL/JOHN SCOTT DATE OF THIS ESTIMATE 05/04/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 12" PLASTIC PIPE LF 193.5000 2,515.50 0.000 0 051 18" PLASTIC PIPE LF 162.0000 2,916.00 0.000 0 052 DRAINAGE INLET MARKER EA 29.0000 174.00 0.000 0 053 36" PRECAST CONCRETE PIPE MANHOLE LF 746.0000 6,714.00 0.000 0 054 REMOVE INLET EA 3,360.0000 6,720.00 0.000 0 055 ADJUST FRAME AND COVER TO GRADE EA 3,120.0000 9,360.00 0.000 0 056 ADJUST FRAME AND GRATE TO GRADE EA 3,120.0000 9,360.00 0.000 0 057 DETECTABLE WARNING SURFACE SQFT 39.1500 9,004.50 213.000 8,338 058 MINOR CONCRETE (CURB AND GUTTER) CY 1,100.0000 132,000.00 105.630 116,193 059 MINOR CONCRETE (ISLAND PAVING) CY 1,040.0000 39,520.00 35.000 36,400 060 MINOR CONCRETE (DRIVEWAY) CY 1,270.0000 45,720.00 38.660 49,098 061 MINOR CONCRETE (SIDEWALK) CY 810.0000 153,900.00 188.310 152,531 062 MINOR CONCRETE (CURB RAMP) CY 4,000.0000 52,000.00 21.590 86,360 063 REMOVE CONCRETE ISLAND (CY) CY 295.0000 2,950.00 9.670 2,852 064 REMOVE CONCRETE SIDEWALK AND DRIVEWAY CY 134.5000 23,537.50 158.470 21,314 065 REMOVE CONCRETE (CURB AND GUTTER) LF 13.2500 24,247.50 2,128.000 28,196 066 PRE/POST CONSTRUCTION SURVEYS EA 1,733.0000 31,194.00 0.000 0 067 MISCELLANEOUS IRON AND STEEL LB 7.0000 11,907.00 1,625.900 11,381 (F) 068 ADJUST ACCESS BOX FRAME AND COVER EA 2,100.0000 6,300.00 0.000 0 (UTILITY) 069 ADJUST MANHOLE FRAME AND COVER EA 3,120.0000 31,200.00 0.000 0 (UTILITY) 070 PAVEMENT MARKER (RETROREFLECTIVE) EA 6.9300 1,108.80 142.000 984 071 OBJECT MARKER (TYPE K-1) EA 58.0000 116.00 2.000 116 072 REMOVE ROADSIDE SIGN EA 231.0000 1,617.00 7.000 1,617 073 REMOVE ROADSIDE SIGN PANEL EA 115.5000 231.00 2.000 231 074 RELOCATE ROADSIDE SIGN EA 346.5000 346.50 1.000 346 075 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 29.0000 4,930.00 175.140 5,079 (0.063"-UNFRAMED) 076 ROADSIDE SIGN - ONE POST EA 462.0000 2,772.00 7.000 3,234 PROGRAM CAS145 PAGE 4 DATE 05/04/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2H2404 TIME 01:25 PM ESTIMATE NO. 014 BID OPENING 06/03/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/07/22 R.E. NAME: RECHS, DANIEL/JOHN SCOTT DATE OF THIS ESTIMATE 05/04/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 231.0000 2,772.00 12.000 2,772 METHOD) 078 INSTALL SIGN (MAST-ARM HANGER METHOD) EA 346.5000 3,465.00 10.000 3,465 079 THERMOPLASTIC PAVEMENT MARKING SQFT 4.0000 4,880.00 1,455.000 5,820 (ENHANCED WET NIGHT VISIBILITY) 080 BIKE LANE THERMOPLASTIC PAVEMENT SQFT 13.3000 31,255.00 2,643.000 35,151 MARKING (GREEN) 081 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.6200 2,559.60 1,852.000 3,000 (ENHANCED WET NIGHT VISIBILITY) 082 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 860.00 984.000 984 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 8-4) 083 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.6200 1,474.20 767.000 1,242 (ENHANCED WET NIGHT VISIBILITY) 084 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.1600 2,227.20 202.000 234 085 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 4.6200 2,032.80 157.000 725 086 LOCATING AND MAPPING UNDERGROUND LS 23,100.0000 23,100.00 1.000 23,100 FACILITIES 087 SIGNAL AND LIGHTING SYSTEM LS 958,430.0000 958,430.00 1.000 958,430 088 TEMPORARY SIGNAL SYSTEMS LS 341,000.0000 341,000.00 1.000 341,000 089 REMOVING SIGNAL AND LIGHTING SYSTEMS LS 94,380.0000 94,380.00 1.000 94,380 PROGRAM CAS145 PAGE 5 DATE 05/04/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2H2404 TIME 01:25 PM ESTIMATE NO. 014 BID OPENING 06/03/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/07/22 R.E. NAME: RECHS, DANIEL/JOHN SCOTT DATE OF THIS ESTIMATE 05/04/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 2,628,512.10 ADJUSTMENT OF COMPENSATION 0.00 3,696.00 EXTRA WORK 0.00 51,654.20 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 0.00 2,683,862.30 090 MOBILIZATION LS 190,000.0000 190,000.00 1.000 190,000 ORIGINAL CONTRACT AMOUNT 3,062,085.91 TOTAL WORK COMPLETED 0.00 2,873,862.30 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 39,000.00 0.00 TOTAL 39,000.00 2,873,862.30 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 08/10/21 60 11/15/21 11/15/21 10/07/22 74 153 14 0 100% 100% RECHS, DANIEL/JOHN SCOTT RESIDENT ENGINEER