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 05/24/16 EST. NO. 001 TIME 11:43 AM R.E. NAME: MALLORY, NICOLE 02-4G8204 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 002 0001 6,039.30 E.W. @ F.A.(+) 050416 N JFS001 6,039.30 TOTAL THIS ESTIMATE 0.00 TOTAL PREVIOUS ESTIMATE 6,039.30 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 05/24/16 EST. NO. 001 TIME 11:43 AM R.E. NAME: MALLORY, NICOLE 02-4G8204 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 05/24/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4G8204 TIME 11:43 AM ESTIMATE NO. 001 BID OPENING 11/05/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/16 R.E. NAME: MALLORY, NICOLE DATE OF THIS ESTIMATE 05/24/16 LOCATION PROGRESS ESTIMATE 02-SIS-5-R10.7/R19.5 ----------------- J.F. SHEA CONSTRUCTION, INC. IN SISKIYOU COUNTY IN AND NEAR WEED P.O. BOX 494519 FROM 0.2 MILE NORTH OF LAKE STREET REDDING CA 96049 OVERCROSSING TO 0.3 MILE SOUTH OF ROUTE 265. FED. AID NO. STPI-005 ( ) ,9-175 (E ) ROADWAY REHABILITATION ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,500.0000 1,500.00 0.750 1,125.00 0.750 1,125 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,000.0000 5,000.00 0.100 500.00 0.100 500 003 TIME-RELATED OVERHEAD (WDAY) WDAY 500.0000 120,000.00 13.000 6,500.00 13.000 6,500 004 CONSTRUCTION AREA SIGNS LS 18,190.0000 18,190.00 0.250 4,547.50 0.250 4,547 005 TRAFFIC CONTROL SYSTEM LS 670,000.0000 670,000.00 0.054 36,180.00 0.054 36,180 006 TRAFFIC MANAGEMENT VEHICLES LS 19,100.0000 19,100.00 0.000 0 007 TEMPORARY TRAFFIC STRIPE (TAPE) LF 1.5200 51,528.00 4,042.000 6,143.84 4,042.000 6,143 008 TEMPORARY PAVEMENT MARKING (TAPE) SQFT 10.0000 13,900.00 252.000 2,520.00 252.000 2,520 009 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.3000 23,370.00 39,177.000 11,753.10 39,177.000 11,753 010 CHANNELIZER (SURFACE MOUNTED) EA 36.0000 56,520.00 535.000 19,260.00 535.000 19,260 011 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 28,800.0000 28,800.00 0.054 1,555.20 0.054 1,555 012 PORTABLE RADAR TRAILER LS 18,000.0000 18,000.00 0.054 972.00 0.054 972 013 TEMPORARY RAILING (TYPE K) LF 16.4000 665,840.00 5,340.000 87,576.00 5,340.000 87,576 014 TEMPORARY CRASH CUSHION EA 7,375.0000 14,750.00 0.000 0 015 JOB SITE MANAGEMENT LS 9,400.0000 9,400.00 0.054 507.60 0.054 507 016 PREPARE WATER POLLUTION CONTROL PROGRAM LS 1,000.0000 1,000.00 0.750 750.00 0.750 750 017 MOVE-IN/MOVE-OUT EA 650.0000 1,300.00 0.000 0 (TEMPORARY EROSION CONTROL) 018 TEMPORARY HYDRAULIC MULCH SQYD 1.2700 13,970.00 0.000 0 (BONDED FIBER MATRIX) 019 TEMPORARY DRAINAGE INLET PROTECTION EA 151.0000 6,040.00 8.000 1,208.00 8.000 1,208 020 TEMPORARY FIBER ROLL LF 2.7000 11,664.00 325.000 877.50 325.000 877 021 STREET SWEEPING LS 15,000.0000 15,000.00 0.000 0 022 TEMPORARY CONCRETE WASHOUT LS 2,550.0000 2,550.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 05/24/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4G8204 TIME 11:43 AM ESTIMATE NO. 001 BID OPENING 11/05/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/16 R.E. NAME: MALLORY, NICOLE DATE OF THIS ESTIMATE 05/24/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY FENCE (TYPE ESA) LF 11.5000 1,380.00 0.000 0 024 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 3.2500 5,395.00 2,042.000 6,636.50 2,042.000 6,636 STRIPE (HAZARDOUS WASTE) 025 TREATED WOOD WASTE LB 0.1000 6,610.00 0.000 0 026 ABANDON CULVERT (LF) LF 17.0000 4,250.00 0.000 0 027 REMOVE GUARDRAIL LF 5.0000 700.00 0.000 0 028 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 24,100.00 10,389.000 10,389.00 10,389.000 10,389 029 REMOVE PAVEMENT MARKER EA 12.2500 6,615.00 241.000 2,952.25 241.000 2,952 030 REMOVE ROADSIDE SIGN EA 85.0000 3,145.00 0.000 0 031 REMOVE SIGN STRUCTURE (EA) EA 3,100.0000 12,400.00 0.000 0 032 REMOVE ASPHALT CONCRETE PAVEMENT (SQFT) SQFT 0.6300 143,010.00 0.000 0 033 REMOVE ASPHALT CONCRETE DIKE LF 2.5000 19,875.00 0.000 0 034 REMOVE CULVERT (LF) LF 15.0000 3,000.00 0.000 0 035 REMOVE PIPE (LF) LF 200.0000 3,000.00 0.000 0 036 REMOVE DOWNDRAIN (EA) EA 1,350.0000 5,400.00 0.000 0 037 REMOVE VEGETATION CONTROL SQYD 9.0000 19,800.00 0.000 0 (MINOR CONCRETE) 038 RECONSTRUCT CRASH CUSHION (TYPE CAT) EA 4,000.0000 32,000.00 0.000 0 039 RECONSTRUCT GUARDRAIL (STEEL POST) LF 19.0000 58,520.00 0.000 0 040 RECONSTRUCT TERMINAL SYSTEM EA 1,000.0000 9,000.00 0.000 0 041 RECONSTRUCT TRANSITION RAILING EA 2,500.0000 40,000.00 0.000 0 (TYPE WB) 042 RECONSTRUCT END ANCHOR ASSEMBLY EA 400.0000 1,600.00 0.000 0 (TYPE SFT) 043 RELOCATE ROADSIDE SIGN EA 250.0000 500.00 0.000 0 044 RELOCATE SIGN PANEL EA 100.0000 300.00 0.000 0 045 ADJUST INLET EA 1,800.0000 7,200.00 0.000 0 046 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 4.0000 1,272,000.00 33,153.000 132,612.00 33,153.000 132,612 047 SAND BACKFILL CY 102.0000 2,958.00 0.000 0 048 CLEARING AND GRUBBING (LS) LS 23,250.0000 23,250.00 0.000 0 049 DEVELOP WATER SUPPLY LS 15,000.0000 15,000.00 1.000 15,000.00 1.000 15,000 PROGRAM CAS145 PAGE 3 DATE 05/24/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4G8204 TIME 11:43 AM ESTIMATE NO. 001 BID OPENING 11/05/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/16 R.E. NAME: MALLORY, NICOLE DATE OF THIS ESTIMATE 05/24/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 ROADWAY EXCAVATION CY 27.5000 648,505.00 733.300 20,165.75 733.300 20,165 051 SHOULDER BACKING TON 32.5000 360,750.00 0.000 0 052 DITCH EXCAVATION CY 50.0000 1,150.00 0.000 0 053 FINISHING ROADWAY LS 12,750.0000 12,750.00 0.000 0 054 CLASS 2 AGGREGATE BASE (CY) CY 22.5000 351,000.00 0.000 0 055 LEAN CONCRETE BASE CY 402.0000 253,260.00 0.000 0 056 ASPHALT-RUBBER BINDER TON 440.0000 215,600.00 0.000 0 057 PRECOATED SCREENINGS TON 45.0000 141,750.00 0.000 0 058 INTELLIGENT COMPACTION LS 127,850.0000 127,850.00 0.000 0 059 REPLACE ASPHALT CONCRETE SURFACING CY 216.0000 721,440.00 1,277.810 276,006.96 1,277.810 276,006 060 HOT MIX ASPHALT (TYPE A) TON 70.0000 5,530,000.00 0.000 0 061 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 83.0000 3,502,600.00 0.000 0 062 HOT MIX ASPHALT (GEOMETRIC) TON 75.0000 2,175,000.00 0.000 0 063 SHOULDER RUMBLE STRIP STA 8.5000 13,175.00 0.000 0 (HMA,GROUND-IN INDENTATIONS) 064 DATA CORE LS 5,000.0000 5,000.00 0.000 0 065 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 1.2000 432.00 0.000 0 066 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.2000 14,520.00 0.000 0 067 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.2000 648.00 0.000 0 068 PLACE HOT MIX ASPHALT SQYD 4.0000 57,600.00 0.000 0 (MISCELLANEOUS AREA) 069 TACK COAT TON 550.0000 121,000.00 0.000 0 070 JOINTED PLAIN CONCRETE PAVEMENT CY 480.0000 604,800.00 0.000 0 071 CRACK AND SEAT SQYD 0.6800 122,400.00 0.000 0 072 GRIND EXISTING BRIDGE DECK SQYD 26.5000 21,730.00 0.000 0 073 60" CAST-IN-DRILLED-HOLE CONCRETE LF 1,050.0000 304,500.00 0.000 0 PILE (SIGN FOUNDATION) 074 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,166.0000 102,608.00 0.000 0 (TYPE R) 075 MINOR CONCRETE (MINOR STRUCTURE) CY 1,490.0000 34,270.00 0.000 0 (F) 076 JOINT SEAL (MR 1") LF 57.0000 6,270.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 05/24/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4G8204 TIME 11:43 AM ESTIMATE NO. 001 BID OPENING 11/05/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/16 R.E. NAME: MALLORY, NICOLE DATE OF THIS ESTIMATE 05/24/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 FURNISH SIGN STRUCTURE (TRUSS) LB 3.1000 549,428.50 0.000 0 (F) 078 INSTALL SIGN STRUCTURE (TRUSS) LB 0.3000 53,170.50 0.000 0 (F) 079 ROADSIDE SIGN - ONE POST EA 275.0000 1,375.00 0.000 0 080 ROADSIDE SIGN - TWO POST EA 450.0000 5,850.00 0.000 0 081 INSTALL ROADSIDE SIGN EA 900.0000 9,000.00 0.000 0 (LAMINATED WOOD BOX POST) 082 FURNISH FORMED PANEL SIGN (OVERHEAD) FOR SQFT 14.5000 31,465.00 0.000 0 RETROREFLECTIVE SHEETING (TYPE XI) 083 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 25.0000 32,500.00 0.000 0 FOR RETROREFLECTIVE SHEETING (TYPE XI) 084 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.0000 117.00 0.000 0 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 085 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 6,750.00 0.000 0 (0.063"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 086 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.5000 1,178.00 0.000 0 (0.080"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 087 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 5.3000 21,253.00 0.000 0 088 12" TEMPORARY CULVERT LF 41.0000 7,790.00 0.000 0 089 18" PLASTIC PIPE LF 118.0000 18,880.00 0.000 0 090 36" PLASTIC PIPE LF 70.0000 14,000.00 0.000 0 091 3" PLASTIC PIPE (EDGE DRAIN) LF 16.5000 884,400.00 0.000 0 092 4" PLASTIC PIPE (EDGE DRAIN) LF 17.5000 269,500.00 0.000 0 093 3" PLASTIC PIPE (EDGE DRAIN OUTLET) LF 9.0200 121,770.00 0.000 0 094 4" PLASTIC PIPE (EDGE DRAIN OUTLET) LF 20.5000 41,615.00 0.000 0 095 FLUME DOWNDRAIN LF 55.0000 6,050.00 0.000 0 096 TAPERED INLET EA 475.0000 1,900.00 0.000 0 097 FLUME ANCHOR ASSEMBLY EA 650.0000 2,600.00 0.000 0 098 36" CORRUGATED STEEL PIPE RISER LF 560.0000 5,040.00 0.000 0 (.109" THICK) 099 36" PRECAST CONCRETE PIPE INLET LF 600.0000 4,200.00 0.000 0 100 ROCK SLOPE PROTECTION (NO. 2, METHOD B) CY 116.0000 64,960.00 0.000 0 (CY) 101 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 2.0000 2,760.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 05/24/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4G8204 TIME 11:43 AM ESTIMATE NO. 001 BID OPENING 11/05/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/16 R.E. NAME: MALLORY, NICOLE DATE OF THIS ESTIMATE 05/24/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 102 MINOR CONCRETE (MISCELLANEOUS CY 500.0000 12,000.00 0.000 0 CONSTRUCTION) 103 MINOR CONCRETE (TEXTURED PAVING) CY 625.0000 231,250.00 0.000 0 104 MISCELLANEOUS IRON AND STEEL LB 1,110.0000 523,920.00 0.000 0 (F) 105 36" TRENCHLESS WELDED STEEL PIPE LF 970.0000 242,500.00 0.000 0 106 CHAIN LINK FENCE (TYPE CL-6) LF 75.0000 3,600.00 0.000 0 107 4' CHAIN LINK GATE (TYPE CL-6, EA 1,800.0000 1,800.00 0.000 0 EXTENSION ARM) 108 DELINEATOR (CLASS 2) EA 40.0000 32,400.00 0.000 0 109 MILEPOST MARKER EA 40.0000 1,520.00 0.000 0 110 MARKER (CULVERT) EA 49.0000 2,548.00 0.000 0 111 OBJECT MARKER (TYPE P) EA 55.0000 55.00 0.000 0 112 OBJECT MARKER (TYPE R) EA 55.0000 330.00 0.000 0 113 OBJECT MARKER (TYPE L-1) EA 53.0000 1,696.00 0.000 0 114 METAL BEAM GUARD RAILING (STEEL POST) LF 22.0000 14,740.00 0.000 0 115 VEGETATION CONTROL (MINOR CONCRETE) SQYD 51.0000 175,440.00 0.000 0 116 RAIL TENSIONING ASSEMBLY EA 500.0000 4,000.00 0.000 0 117 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,200.0000 2,200.00 0.000 0 118 4" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 1.4700 17,493.00 0.000 0 119 4" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 1.7000 538,900.00 0.000 0 (RECESSED) 120 8" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 2.5000 26,750.00 0.000 0 (RECESSED) 121 TWO-COMPONENT PAINT PAVEMENT MARKING SQFT 16.5000 26,730.00 0.000 0 122 PAVEMENT MARKER EA 10.5000 55,125.00 0.000 0 (RETROREFLECTIVE-RECESSED) 123 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 4,000.0000 4,000.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 124 FIBER OPTIC SYSTEM LS 254,625.0000 254,625.00 0.000 0 125 MODIFY TRAFFIC COUNT STATION LS 13,080.0000 13,080.00 0.000 0 126 MODIFY ROADSIDE WEATHER INFORMATION LS 108,300.0000 108,300.00 0.000 0 SYSTEM 127 MODIFY LIGHTING LS 111,225.0000 111,225.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 05/24/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4G8204 TIME 11:43 AM ESTIMATE NO. 001 BID OPENING 11/05/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/16 R.E. NAME: MALLORY, NICOLE DATE OF THIS ESTIMATE 05/24/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 645,738.20 645,738.20 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 6,039.30 6,039.30 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 651,777.50 651,777.50 128 MOBILIZATION LS 1,350,000.0000 1,350,000.00 0.000 0 ORIGINAL CONTRACT AMOUNT 24,852,817.00 TOTAL WORK COMPLETED 651,777.50 651,777.50 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 651,777.50 651,777.50 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 01/07/16 240 03/03/16 03/03/16 09/29/17 12 44 0 0 3% 5% PROGRESS IS SATISFACTORY MALLORY, NICOLE RESIDENT ENGINEER PROGRAM CAS145 DATE 05/24/16