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 11/22/13 EST. NO.04 TIME 06:31 AM R.E. NAME: PETER MULLALY 06-0L3904 --------------------------------------------------------------------------- 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 11/22/13 EST. NO.04 TIME 06:31 AM R.E. NAME: PETER MULLALY 06-0L3904 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 11/22/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0L3904 TIME 06:31 AM ESTIMATE NO. 04 BID OPENING 05/29/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/13 R.E. NAME: PETER MULLALY DATE OF THIS ESTIMATE 11/22/13 LOCATION PROGRESS ESTIMATE 06-KER-99-24.6/ .0 ----------------- GRIFFITH COMPANY IN KERN COUNTY IN BAKERSFIELD AT 1128 CARRIER PARKWAY AVE CALIFORNIA AVENUE UNDERCROSSING BAKERSFIELD CA 93308 FED. AID NO. HSNH-P099(568)E RELOCATE RIGHT TURN LANE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,885.0000 1,885.00 1.000 1,885 002 CONSTRUCTION AREA SIGNS LS 2,700.0000 2,700.00 0.055 148.50 0.785 2,119 003 TRAFFIC CONTROL SYSTEM LS 26,000.0000 26,000.00 0.184 4,784.00 0.617 16,042 004 CHANNELIZER (SURFACE MOUNTED) EA 51.0000 510.00 10.000 510 005 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 2,000.0000 2,000.00 0.184 368.00 0.617 1,234 006 TEMPORARY RAILING (TYPE K) LF 21.0000 19,320.00 920.000 19,320 007 TEMPORARY CRASH CUSHION MODULE EA 198.0000 2,178.00 11.000 2,178 008 JOB SITE MANAGEMENT LS 5,250.0000 5,250.00 0.184 966.00 0.617 3,239 009 PREPARE STORM WATER POLLUTION PREVENTION LS 1,820.0000 1,820.00 0.074 134.68 0.747 1,359 PLAN 010 STORM WATER ANNUAL REPORT EA 1,050.0000 1,050.00 0.000 0 011 MOVE-IN/MOVE-OUT EA 470.0000 470.00 0.000 0 (TEMPORARY EROSION CONTROL) 012 TEMPORARY HYDROSEED SQYD 0.9000 2,268.00 0.000 0 013 TEMPORARY DRAINAGE INLET PROTECTION EA 1,315.0000 1,315.00 1.000 1,315 014 TEMPORARY FIBER ROLL LF 3.4000 3,298.00 970.000 3,298.00 970.000 3,298 015 TEMPORARY CONSTRUCTION ENTRANCE EA 9,325.0000 9,325.00 1.000 9,325 016 STREET SWEEPING LS 7,835.0000 7,835.00 0.184 1,441.64 0.617 4,834 017 TEMPORARY CONCRETE WASHOUT LS 2,775.0000 2,775.00 0.184 510.60 0.617 1,712 018 TEMPORARY FENCE (TYPE ESA) LF 8.0000 752.00 94.000 752 019 TREATED WOOD WASTE LB 1.0000 1,090.00 0.000 0 020 REMOVE METAL BEAM GUARD RAILING LF 25.0000 1,625.00 65.000 1,625 021 REMOVE IRRIGATION FACILITY LS 770.0000 770.00 0.000 0 022 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 4.4000 616.00 140.000 616.00 140.000 616 PROGRAM CAS145 PAGE 2 DATE 11/22/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0L3904 TIME 06:31 AM ESTIMATE NO. 04 BID OPENING 05/29/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/13 R.E. NAME: PETER MULLALY DATE OF THIS ESTIMATE 11/22/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE ROADSIDE SIGN EA 249.0000 1,245.00 2.000 498.00 5.000 1,245 024 REMOVE INLET EA 1,640.0000 1,640.00 1.000 1,640 025 REMOVE ASPHALT CONCRETE SURFACING SQFT 2.0000 3,420.00 1,500.000 3,000 026 RESET ROADSIDE SIGN EA 335.0000 1,005.00 3.000 1,005.00 3.000 1,005 027 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 4.5000 15,930.00 3,389.000 15,250.50 3,389.000 15,250 028 REMOVE CONCRETE (CY) CY 305.0000 6,100.00 20.000 6,100 029 CLEARING AND GRUBBING (LS) LS 10,100.0000 10,100.00 1.000 10,100 030 ROADWAY EXCAVATION CY 18.5000 34,225.00 1,600.000 29,600 031 IMPORTED BORROW (CY) CY 18.1200 72,480.00 3,627.000 65,721 032 ROADSIDE CLEARING LS 12,235.0000 12,235.00 0.184 2,251.24 0.617 7,549 033 CULTIVATE SQYD 1.5000 4,620.00 0.000 0 034 SOIL AMENDMENT CY 20.8000 3,744.00 0.000 0 035 MULCH CY 41.0000 5,330.00 0.000 0 036 FERTILIZER (PACKET) EA 0.2500 12.00 0.000 0 037 SLOW RELEASE OR CONTROLLED RELEASE LB 1.8000 504.00 0.000 0 FERTILIZER 038 PLANT (GROUP H) EA 0.7300 8,979.00 0.000 0 039 PLANT (GROUP A) EA 96.0000 288.00 0.000 0 040 PLANT (GROUP B) EA 103.0000 1,545.00 0.000 0 041 MAINTAIN EXISTING PLANTED AREAS LS 12,785.0000 12,785.00 0.000 0 042 PLANT ESTABLISHMENT WORK LS 18,425.0000 18,425.00 0.000 0 043 CHECK AND TEST EXISTING IRRIGATION LS 3,900.0000 3,900.00 0.500 1,950 FACILITIES 044 CONTROL AND NEUTRAL CONDUCTORS LS 3,685.0000 3,685.00 0.000 0 045 2" ELECTRIC REMOTE CONTROL VALVE EA 285.0000 855.00 0.000 0 046 SPRINKLER (TYPE B-5) EA 28.0000 1,008.00 0.000 0 047 SPRINKLER (TYPE B-6) EA 31.0000 1,395.00 0.000 0 048 SPRINKLER (TYPE C-2) EA 9.5000 57.00 0.000 0 049 3" GATE VALVE EA 650.0000 650.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 11/22/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0L3904 TIME 06:31 AM ESTIMATE NO. 04 BID OPENING 05/29/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/13 R.E. NAME: PETER MULLALY DATE OF THIS ESTIMATE 11/22/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 4.5000 7,020.00 0.000 0 LINE) 051 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 3.0000 390.00 0.000 0 LINE) 052 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 4.6000 644.00 0.000 0 (SUPPLY LINE) 053 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 4.7500 1,140.00 0.000 0 (SUPPLY LINE) 054 2" PLASTIC PIPE (SCHEDULE 40) LF 5.0000 295.00 0.000 0 (SUPPLY LINE) 055 2 1/2" PLASTIC PIPE (SCHEDULE 40) LF 6.0000 1,680.00 0.000 0 (SUPPLY LINE) 056 3" PLASTIC PIPE (SCHEDULE 40) LF 8.9500 3,759.00 0.000 0 (SUPPLY LINE) 057 2" WYE STRAINER EA 478.0000 478.00 0.000 0 058 6" WELDED STEEL PIPE CONDUIT LF 45.8000 3,893.00 35.000 1,603 (.250" THICK) 059 CLASS 2 AGGREGATE BASE (CY) CY 47.0000 29,610.00 10.400 488.80 630.000 29,610 060 REPLACE ASPHALT CONCRETE SURFACING CY 1,475.0000 3,245.00 2.200 3,245.00 2.200 3,245 061 HOT MIX ASPHALT (TYPE A) TON 107.0000 148,730.00 1,486.170 159,020.19 1,486.170 159,020 062 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 8.8500 3,363.00 697.000 6,168.45 697.000 6,168 063 TACK COAT TON 585.0000 1,989.00 2.500 1,462.50 2.500 1,462 064 MINOR CONCRETE (MINOR STRUCTURE) CY 3,400.0000 7,140.00 2.100 7,140 (F) 065 MINOR CONCRETE (BACKFILL) CY 5,850.0000 1,755.00 0.000 0 (F) 066 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 10.4000 13,728.00 0.000 0 (F) WITH WALKWAY) 067 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 3.1000 4,092.00 0.000 0 WITH WALKWAY) 068 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 27.0000 1,809.00 0.000 0 069 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 510.00 0.000 0 (0.063"-UNFRAMED) 070 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.2500 180.00 0.000 0 (0.080"-UNFRAMED) 071 ROADSIDE SIGN - ONE POST EA 365.0000 1,825.00 5.000 1,825.00 5.000 1,825 072 ROADSIDE SIGN - TWO POST EA 470.0000 470.00 1.000 470.00 1.000 470 073 18" REINFORCED CONCRETE PIPE LF 35.0000 105.00 3.000 105 074 18" CORRUGATED STEEL PIPE (.079" THICK) LF 60.0000 5,340.00 89.000 5,340 075 18" STEEL FLARED END SECTION EA 101.0000 101.00 1.000 101 076 48" PRECAST CONCRETE PIPE MANHOLE LF 1,270.0000 4,318.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 11/22/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0L3904 TIME 06:31 AM ESTIMATE NO. 04 BID OPENING 05/29/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/13 R.E. NAME: PETER MULLALY DATE OF THIS ESTIMATE 11/22/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 ROCK SLOPE PROTECTION (NO. 1, METHOD B) CY 365.0000 1,314.00 3.600 1,314 (CY) 078 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 29.0000 377.00 13.000 377 079 MINOR CONCRETE (BRUSHED CONCRETE) SQFT 9.0000 3,780.00 420.000 3,780.00 420.000 3,780 080 MINOR CONCRETE (TEXTURED PAVING) CY 732.0000 10,980.00 0.000 0 081 MINOR CONCRETE (CURB AND CURB RAMP) CY 986.0000 28,594.00 14.500 14,297 082 MISCELLANEOUS IRON AND STEEL LB 2.0000 1,426.00 478.000 956 (F) 083 ALTERNATIVE CRASH CUSHION SYSTEM EA 26,200.0000 26,200.00 0.000 0 084 CONCRETE BARRIER (TYPE 60) LF 185.0000 18,130.00 98.000 18,130 085 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5500 1,083.50 1,970.000 1,083.50 1,970.000 1,083 086 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.7500 817.50 1,090.000 817.50 1,090.000 817 087 THERMOPLASTIC PAVEMENT MARKING SQFT 6.5000 5,915.00 910.000 5,915.00 910.000 5,915 088 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 425.00 850.000 425.00 850.000 425 (BROKEN 36-12) 089 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 115.00 230.000 115.00 230.000 115 (BROKEN 17-7) 090 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.4000 440.00 100.000 440.00 100.000 440 091 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,040.0000 1,040.00 0.184 191.36 0.617 641 SYSTEM ELEMENTS DURING CONSTRUCTION 092 ELECTRIC SERVICE (IRRIGATION) LS 23,400.0000 23,400.00 0.150 3,510.00 0.250 5,850 093 TRAFFIC COUNT STATION LS 8,775.0000 8,775.00 0.100 877.50 0.100 877 094 MODIFY SIGNAL AND LIGHTING LS 195,500.0000 195,500.00 0.100 19,550.00 0.300 58,650 095 MODIFY LIGHTING AND SIGN ILLUMINATION LS 30,800.0000 30,800.00 0.050 1,540.00 0.200 6,160 PROGRAM CAS145 PAGE 5 DATE 11/22/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0L3904 TIME 06:31 AM ESTIMATE NO. 04 BID OPENING 05/29/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/13 R.E. NAME: PETER MULLALY DATE OF THIS ESTIMATE 11/22/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 242,196.96 550,444.73 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 242,196.96 550,444.73 096 MOBILIZATION LS 100,000.0000 100,000.00 0.050 5,000.00 1.000 100,000 ORIGINAL CONTRACT AMOUNT 1,027,735.00 TOTAL WORK COMPLETED 247,196.96 650,444.73 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 247,196.96 650,444.73 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 07/22/13 370 08/06/13 08/06/13 02/03/15 74 0 0 0 62% 20% PROGRESS IS SATISFACTORY PETER MULLALY RESIDENT ENGINEER PROGRAM CAS145 DATE 11/22/13