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 09/20/13 EST. NO.19 TIME 05:50 AM R.E. NAME: SAM DHALIWAL 06-0L6404 --------------------------------------------------------------------------- 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 09/20/13 EST. NO.19 TIME 05:50 AM R.E. NAME: SAM DHALIWAL 06-0L6404 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE OUT OF STATE INSPEC -5,000.00 05 25% MISS CPM -1,321,487.63 05 RECD MISS CPM 1,321,487.63 07 25% SUPP VIOL -715,186.56 11 REL SWPPP VIOL 715,186.56 12 JMF RENEWAL # 2 -3,000.00 15 HOLD 25% FOR CPM -467,314.85 17 REL CPM DEDUCTION 467,314.85 18 0.00 -8,000.00 LABOR COMPLIANCE VIOLATION MISS PYRL -3,000.00 04 RECD PYRL #4 3,000.00 06 MISS PYRL -5,000.00 11 MISS PYRL -5,000.00 15 RECD PYRL # 11 5,000.00 15 RECD PYRL # 15 5,000.00 16 0.00 0.00 TOTAL DEDUCTIONS 0.00 -8,000.00 PROGRAM CAS145 PAGE 1 DATE 09/20/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0L6404 TIME 05:50 AM ESTIMATE NO. 19 BID OPENING 12/07/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/13 R.E. NAME: SAM DHALIWAL DATE OF THIS ESTIMATE 09/20/13 LOCATION PROGRESS ESTIMATE 06-KER-99-R28.4/R43.9 ----------------- SECURITY PAVING COMPANY INC IN KERN COUNTY IN BAKERSFIELD FROM 13170 TELFAIR AVE BEARDSLEY CANAL BRIDGE TO ROUTE SYLMAR CA 91342 46/99 SEPARATION FED. AID NO. ACNH-P099(551)E REPLACE EXISTING PAVEMENT ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 4,000.0000 4,000.00 0.760 3,040.00 0.760 3,040 002 TIME-RELATED OVERHEAD LS 1,600,000.0000 1,600,000.00 0.044 70,400.00 0.948 1,516,800 003 CONSTRUCTION SITE MANAGEMENT LS 49,800.0000 49,800.00 0.044 2,191.20 0.948 47,210 004 PREPARE STORM WATER POLLUTION LS 3,000.0000 3,000.00 0.750 2,250 PREVENTION PLAN 005 TEMPORARY FIBER ROLL LF 3.5000 2,100.00 0.000 0 006 TEMPORARY CONSTRUCTION ENTRANCE EA 3,200.0000 32,000.00 3.000 9,600 007 MOVE-IN/MOVE-OUT EA 420.0000 2,100.00 0.000 0 (TEMPORARY EROSION CONTROL) 008 TEMPORARY DRAINAGE INLET PROTECTION EA 145.0000 11,310.00 60.000 8,700 009 STREET SWEEPING LS 42,600.0000 42,600.00 0.044 1,874.40 0.948 40,384 010 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 25,000.0000 25,000.00 0.044 1,100.00 0.948 23,700 011 TEMPORARY SOIL BINDER SQYD 0.2500 50,000.00 0.000 0 012 STORM WATER ANNUAL REPORT EA 2,000.0000 8,000.00 1.000 2,000 013 CONSTRUCTION AREA SIGNS LS 68,250.0000 68,250.00 0.096 6,552.00 0.884 60,333 014 TRAFFIC CONTROL SYSTEM LS 1,117,000.0000 1,117,000.00 0.044 49,148.00 0.948 1,058,916 015 TEMPORARY TRAFFIC STRIPE (TAPE) LF 2.1000 684,600.00 14,146.000 29,706 016 TEMPORARY PAVEMENT MARKING (TAPE) SQFT 13.1200 9,971.20 252.000 3,306.24 2,898.000 38,021 017 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.5800 494,740.00 60,561.000 35,125.38 610,980.200 354,368 018 CHANNELIZER (SURFACE MOUNTED) EA 33.0000 144,540.00 601.000 19,833.00 3,794.000 125,202 019 TEMPORARY PAVEMENT MARKER EA 4.2000 144,060.00 7,153.000 30,042.60 80,997.000 340,187 020 PORTABLE CHANGEABLE MESSAGE SIGN LS 75,000.0000 75,000.00 0.044 3,300.00 0.948 71,100 021 TEMPORARY RAILING (TYPE K) LF 5.3500 3,557,750.00 41,056.000 219,649.60 604,731.000 3,235,310 022 TEMPORARY CRASH CUSHION MODULE EA 180.0000 81,000.00 42.000 7,560.00 602.000 108,360 PROGRAM CAS145 PAGE 2 DATE 09/20/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0L6404 TIME 05:50 AM ESTIMATE NO. 19 BID OPENING 12/07/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/13 R.E. NAME: SAM DHALIWAL DATE OF THIS ESTIMATE 09/20/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE PAINTED TRAFFIC STRIPE LF 0.4700 398,560.00 121,686.000 57,192.42 536,690.750 252,244 024 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.4700 20,539.00 45,578.250 21,421 025 REMOVE PAVEMENT MARKER EA 0.6800 22,712.00 32,692.000 22,230.56 85,766.000 58,320 026 REMOVE ROADSIDE SIGN EA 53.0000 530.00 0.000 0 027 REMOVE CONCRETE PAVEMENT CY 11.1000 1,531,800.00 6,636.700 73,667.37 99,476.500 1,104,189 028 RECONSTRUCT METAL BEAM GUARD RAILING LF 26.7500 158,092.50 13,917.000 372,279 029 RESET ROADSIDE SIGN EA 158.0000 790.00 0.000 0 030 ADJUST INLET TO GRADE EA 1,550.0000 74,400.00 48.000 74,400 031 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.3000 34,450.00 30,816.300 40,061 032 REMOVE CONCRETE BARRIER LF 100.0000 1,200.00 0.000 0 033 REMOVE TRANSITION RAILING EA 368.0000 1,472.00 3.000 1,104 034 CLEARING AND GRUBBING LS 30,000.0000 30,000.00 1.000 30,000 035 ROADWAY EXCAVATION CY 14.6000 6,263,400.00 11,503.500 167,951.10 387,508.030 5,657,617 036 ROADWAY EXCAVATION (TYPE Z-2) CY 88.7000 3,973,760.00 27,768.900 2,463,101 (AERIALLY DEPOSITED LEAD) 037 LEAD COMPLIANCE PLAN LS 5,800.0000 5,800.00 0.750 4,350 038 IMPORTED MATERIAL (SHOULDER BACKING) TON 16.0000 172,800.00 5,670.000 90,720 039 PRUNE EXISTING PLANTS LS 88,700.0000 88,700.00 1.000 88,700 040 EROSION CONTROL (COMPOST BLANKET) CY 38.3000 409,810.00 3,199.000 122,521 041 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 390.0000 1,950.00 1.000 390 042 CLASS 2 AGGREGATE SUBBASE CY 16.4500 2,039,800.00 6,194.200 101,894.59 127,893.160 2,103,842 043 CLASS 2 AGGREGATE BASE CY 17.9000 2,702,900.00 135,182.300 2,419,763 044 HOT MIX ASPHALT TON 69.3500 15,881,150.00 2,245.400 155,718.49 211,933.830 14,697,611 045 RUMBLE STRIP STA 12.8000 20,480.00 778.300 9,962.24 778.300 9,962 046 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 3.1000 53,940.00 17,802.000 55,186 047 PLACE HOT MIX ASPHALT SQYD 40.0000 2,280.00 82.000 3,280 (MISCELLANEOUS AREA) 048 TACK COAT TON 600.0000 234,000.00 0.300 180.00 51.320 30,792 049 CONTINUOUSLY REINFORCED CONCRETE CY 136.0000 19,720,000.00 5,252.600 714,353.60 127,480.720 17,337,377 PAVEMENT PROGRAM CAS145 PAGE 3 DATE 09/20/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0L6404 TIME 05:50 AM ESTIMATE NO. 19 BID OPENING 12/07/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/13 R.E. NAME: SAM DHALIWAL DATE OF THIS ESTIMATE 09/20/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 CONTINUOUSLY REINFORCED CONCRETE LF 15.7500 9,135.00 62.500 984.38 150.000 2,362 PAVEMENT (TERMINAL JOINT, TYPE D) 051 CONTINUOUSLY REINFORCED CONCRETE LF 119.0000 47,600.00 112.500 13,387.50 639.000 76,041 PAVEMENT (PAVEMENT ANCHOR) 052 CONTINUOUSLY REINFORCED CONCRETE LF 414.0000 165,600.00 112.500 46,575.00 351.500 145,521 PAVEMENT (EXPANSION JOINT, TYPE WF) 053 JOINTED PLAIN CONCRETE PAVEMENT CY 111.8500 4,317,410.00 39,004.650 4,362,670 054 SHOULDER RUMBLE STRIP STA 46.4000 57,536.00 316.800 14,699.52 316.800 14,699 (CONCRETE PAVEMENT, GROUND-IN INDENTATIONS) 055 CONTINUOUSLY REINFORCED CONCRETE CY 209.9000 3,043,550.00 14,129.570 2,965,796 PAVEMENT (RAPID STRENGTH CONCRETE) 056 SEAL PAVEMENT JOINT LF 1.8500 527,250.00 40,877.800 75,623.93 210,778.900 389,940 057 SEAL ISOLATION JOINT LF 5.7000 1,356,600.00 43,507.600 247,993.32 206,551.900 1,177,345 058 DOWEL BAR (DRILL AND BOND) EA 14.0000 19,600.00 52.000 728 059 INDIVIDUAL SLAB REPLACEMENT (RSC) CY 343.0000 548,800.00 1,255.322 430,575 060 GRIND EXISTING CONCRETE SQYD 5.0000 1,110,000.00 222,542.000 1,112,710 PAVEMENT 061 MINOR CONCRETE (MINOR STRUCTURE) CY 2,400.0000 21,600.00 8.400 20,160 (F) 062 JOINT SEAL (MR 1 1/2", TYPE B) LF 82.0000 32,800.00 0.000 0 063 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.6000 3,168.00 0.000 0 (0.063"-FRAMED) 064 ROADSIDE SIGN - TWO POST EA 389.0000 3,890.00 0.000 0 065 24" REINFORCED CONCRETE PIPE LF 365.0000 76,650.00 161.500 58,947 066 STEEL FLARED END SECTION EA 800.0000 2,400.00 0.000 0 067 ROCK SLOPE PROTECTION CY 300.0000 2,400.00 0.000 0 (NO. 1, METHOD B) 068 ROCK SLOPE PROTECTION FABRIC SQYD 10.0000 350.00 0.000 0 069 MISCELLANEOUS IRON AND STEEL LB 2.5000 3,945.00 1,052.000 2,630 (F) 070 SURVEY MONUMENT EA 600.0000 20,400.00 0.000 0 071 TRANSITION RAILING (TYPE STB) EA 3,412.0000 13,648.00 3.000 10,236 072 TRANSITION RAILING (TYPE WB) EA 3,255.0000 55,335.00 20.000 65,100 073 TRANSITION RAILING (TYPE DTB) EA 3,780.0000 30,240.00 4.000 15,120 074 END ANCHOR ASSEMBLY (TYPE SFT) EA 683.0000 4,781.00 23.000 15,709 075 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,415.0000 50,715.00 31.000 74,865 PROGRAM CAS145 PAGE 4 DATE 09/20/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0L6404 TIME 05:50 AM ESTIMATE NO. 19 BID OPENING 12/07/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/13 R.E. NAME: SAM DHALIWAL DATE OF THIS ESTIMATE 09/20/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 076 CONCRETE BARRIER (TYPE 60) LF 300.0000 3,600.00 0.000 0 077 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5300 83,210.00 0.000 0 078 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0500 162,750.00 0.000 0 079 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.1000 17,010.00 0.000 0 080 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3700 114,330.00 0.000 0 (BROKEN 36-12) 081 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3700 1,332.00 0.000 0 (BROKEN 17-7) 082 PAVEMENT MARKER (NON-REFLECTIVE) EA 3.1500 1,039.50 0.000 0 083 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.2000 43,260.00 0.000 0 084 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 15,000.0000 15,000.00 0.400 6,000.00 0.948 14,220 SYSTEM ELEMENTS DURING CONSTRUCTION 085 DETECTOR LOOP LS 52,500.0000 52,500.00 0.276 14,490.00 0.942 49,455 086 MODIFY VEHICLE CLASSIFICATION STATION LS 98,175.0000 98,175.00 0.407 39,957 087 TRAFFIC MONITORING STATION LS 60,585.0000 60,585.00 0.115 6,967.28 0.799 48,407 088 CLOSED CIRCUIT TELEVISION SYSTEM LS 19,110.0000 19,110.00 0.771 14,733 089 RETROFIT CHANGEABLE MESSAGE SIGN SYSTEM LS 83,475.0000 83,475.00 0.929 77,548 090 MODIFY LIGHTING AND SIGN ILLUMINATION LS 88,510.0000 88,510.00 0.933 82,579 091 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 092 END OF QUEUE WARNING AND SERVICE PATROL LS 538,000.0000 538,000.00 0.044 23,672.00 0.948 510,024 PROGRAM CAS145 PAGE 5 DATE 09/20/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0L6404 TIME 05:50 AM ESTIMATE NO. 19 BID OPENING 12/07/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/13 R.E. NAME: SAM DHALIWAL DATE OF THIS ESTIMATE 09/20/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,206,665.72 65,892,512.40 ADJUSTMENT OF COMPENSATION 0.00 -135,979.88 EXTRA WORK 0.00 16,441.08 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,206,665.72 65,772,973.60 093 MOBILIZATION LS 7,800,000.0000 7,800,000.00 1.000 7,800,000 ORIGINAL CONTRACT AMOUNT 82,759,426.20 TOTAL WORK COMPLETED 2,206,665.72 73,572,973.60 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -8,000.00 TOTAL 2,206,665.72 73,564,973.60 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 02/14/12 250 04/02/12 04/09/12 09/26/13 247 117 0 0 86% 99% PROGRESS IS SATISFACTORY SAM DHALIWAL RESIDENT ENGINEER PROGRAM CAS145 DATE 09/20/13