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.21 TIME 06:38 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 11/22/13 EST. NO.21 TIME 06:38 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 MISS PYRL -1,000.00 20 MISS PYRL -4,000.00 21 -4,000.00 -5,000.00 TOTAL DEDUCTIONS -4,000.00 -13,000.00 PROGRAM CAS145 PAGE 1 DATE 11/22/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0L6404 TIME 06:38 AM ESTIMATE NO. 21 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 11/20/13 R.E. NAME: SAM DHALIWAL DATE OF THIS ESTIMATE 11/22/13 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 3,040 002 TIME-RELATED OVERHEAD LS 1,600,000.0000 1,600,000.00 0.013 20,800.00 0.961 1,537,600 003 CONSTRUCTION SITE MANAGEMENT LS 49,800.0000 49,800.00 0.013 647.40 0.961 47,857 004 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 0.013 553.80 0.961 40,938 010 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 25,000.0000 25,000.00 0.013 325.00 0.961 24,025 011 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 0.004 273.00 0.888 60,606 014 TRAFFIC CONTROL SYSTEM LS 1,117,000.0000 1,117,000.00 0.013 14,521.00 0.961 1,073,437 015 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 3,024.000 39,674 017 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.5800 494,740.00 618,241.200 358,579 018 CHANNELIZER (SURFACE MOUNTED) EA 33.0000 144,540.00 3,842.000 126,786 019 TEMPORARY PAVEMENT MARKER EA 4.2000 144,060.00 82,156.000 345,055 020 PORTABLE CHANGEABLE MESSAGE SIGN LS 75,000.0000 75,000.00 0.013 975.00 0.961 72,075 021 TEMPORARY RAILING (TYPE K) LF 5.3500 3,557,750.00 609,208.000 3,259,262 022 TEMPORARY CRASH CUSHION MODULE EA 180.0000 81,000.00 616.000 110,880 PROGRAM CAS145 PAGE 2 DATE 11/22/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0L6404 TIME 06:38 AM ESTIMATE NO. 21 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 11/20/13 R.E. NAME: SAM DHALIWAL 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 PAINTED TRAFFIC STRIPE LF 0.4700 398,560.00 7,261.000 3,412.67 616,161.750 289,596 024 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 1,159.000 788.12 94,220.000 64,069 026 REMOVE ROADSIDE SIGN EA 53.0000 530.00 4.000 212.00 9.000 477 027 REMOVE CONCRETE PAVEMENT CY 11.1000 1,531,800.00 100,735.800 1,118,167 028 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 6,263,400.00 389,690.830 5,689,486 036 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 2,039,800.00 129,068.460 2,123,176 043 CLASS 2 AGGREGATE BASE CY 17.9000 2,702,900.00 135,182.300 2,419,763 044 HOT MIX ASPHALT TON 69.3500 15,881,150.00 780.900 54,155.42 214,413.930 14,869,606 045 RUMBLE STRIP STA 12.8000 20,480.00 820.700 10,504.96 2,377.300 30,429 046 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 51.920 31,152 049 CONTINUOUSLY REINFORCED CONCRETE CY 136.0000 19,720,000.00 2,164.200 294,331.20 135,452.920 18,421,597 PAVEMENT PROGRAM CAS145 PAGE 3 DATE 11/22/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0L6404 TIME 06:38 AM ESTIMATE NO. 21 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 11/20/13 R.E. NAME: SAM DHALIWAL 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 CONTINUOUSLY REINFORCED CONCRETE LF 15.7500 9,135.00 21.200 333.90 246.200 3,877 PAVEMENT (TERMINAL JOINT, TYPE D) 051 CONTINUOUSLY REINFORCED CONCRETE LF 119.0000 47,600.00 21.200 2,522.80 710.200 84,513 PAVEMENT (PAVEMENT ANCHOR) 052 CONTINUOUSLY REINFORCED CONCRETE LF 414.0000 165,600.00 21.200 8,776.80 422.700 174,997 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 57,536.00 572.620 26,569.57 1,231.820 57,156 (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 4,276.800 7,912.08 234,327.700 433,506 057 SEAL ISOLATION JOINT LF 5.7000 1,356,600.00 225,823.900 1,287,196 058 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 32,800.00 587.500 48,175.00 710.000 58,220 063 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.6000 3,168.00 150.000 2,640 (0.063"-FRAMED) 064 ROADSIDE SIGN - TWO POST EA 389.0000 3,890.00 5.000 1,945 065 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 3.000 2,400.00 3.000 2,400 067 ROCK SLOPE PROTECTION CY 300.0000 2,400.00 7.600 2,280.00 7.600 2,280 (NO. 1, METHOD B) 068 ROCK SLOPE PROTECTION FABRIC SQYD 10.0000 350.00 34.200 342.00 34.200 342 069 MISCELLANEOUS IRON AND STEEL LB 2.5000 3,945.00 526.000 1,315.00 1,578.000 3,945 (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 1.000 3,255.00 21.000 68,355 073 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 1.000 2,415.00 32.000 77,280 PROGRAM CAS145 PAGE 4 DATE 11/22/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0L6404 TIME 06:38 AM ESTIMATE NO. 21 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 11/20/13 R.E. NAME: SAM DHALIWAL 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 ------------------------------------------------------------------------------------------------------------------------------------ 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 31,062.000 16,462.86 160,744.800 85,194 078 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0500 162,750.00 5,626.800 5,908.14 147,768.300 155,156 079 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.1000 17,010.00 3,693.600 7,756.56 7,468.200 15,683 080 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3700 114,330.00 50,000.000 18,500.00 139,515.800 51,620 (BROKEN 36-12) 081 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3700 1,332.00 1,157.000 428.09 2,840.000 1,050 (BROKEN 17-7) 082 PAVEMENT MARKER (NON-REFLECTIVE) EA 3.1500 1,039.50 0.000 0 083 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.2000 43,260.00 722.000 3,032.40 6,060.000 25,452 084 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 15,000.0000 15,000.00 0.013 195.00 0.961 14,415 SYSTEM ELEMENTS DURING CONSTRUCTION 085 DETECTOR LOOP LS 52,500.0000 52,500.00 0.008 420.00 0.950 49,875 086 MODIFY VEHICLE CLASSIFICATION STATION LS 98,175.0000 98,175.00 0.542 53,210.85 0.949 93,168 087 TRAFFIC MONITORING STATION LS 60,585.0000 60,585.00 0.151 9,148.34 0.950 57,555 088 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 0.013 6,994.00 0.961 517,018 PROGRAM CAS145 PAGE 5 DATE 11/22/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0L6404 TIME 06:38 AM ESTIMATE NO. 21 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 11/20/13 R.E. NAME: SAM DHALIWAL 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 630,032.96 68,069,470.95 ADJUSTMENT OF COMPENSATION 0.00 529,535.67 EXTRA WORK 0.00 113,601.76 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 630,032.96 68,712,608.38 093 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 630,032.96 76,512,608.38 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -4,000.00 -13,000.00 TOTAL 626,032.96 76,499,608.38 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 12/10/13 268 137 30 0 88% 96% PROGRESS IS SATISFACTORY SAM DHALIWAL RESIDENT ENGINEER PROGRAM CAS145 DATE 11/22/13