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 10/26/10 EST. NO.14 TIME 05:48 AM R.E. NAME: SAM DHALIWAL 06-430104 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 003 0025 6,212.99 E.W. @ F.A.(+) 111609 N 607962 6,212.99 TOTAL THIS ESTIMATE 77,857.11 TOTAL PREVIOUS ESTIMATE 84,070.10 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 10/26/10 EST. NO.14 TIME 05:48 AM R.E. NAME: SAM DHALIWAL 06-430104 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE NON-COMPLIANCE CPM -7,979.13 01 REL CPM 7,979.13 03 NON-COMPLIANCE ARRA -10,000.00 04 MISS ARRA 4 JAN -10,000.00 05 MISS CPM & WPCP 25% -227,846.38 05 RECD ARRA 4 DEC 10,000.00 05 SUERVEY RESET #5 -3,120.00 05 SURVEY RESET #3 -2,125.00 05 8% SUB-CNTRCTR VIOLA -44,068.16 05 MISS ARRA 4 FEB -10,000.00 07 MISS CPM 4 FEB 25% -103,789.33 07 RECD ARRA 4 JAN 10,000.00 07 RECD CPM 4 DEC 227,846.38 07 25% MISS CPM MARCH -244,183.57 08 MISS CPM 4 JUN -151,783.04 10 RECD ARRA 4 FEB 10,000.00 10 RECD CPM 4 FEB 103,789.33 10 SUB-CON VIOLATION -30,536.00 11 REL CPM JUNE 151,783.04 12 REL MISS CPM MARCH 244,183.57 12 MISS ARRA 4 SEPT -10,000.00 13 REL MISS ARRA 4 SEPT 10,000.00 14 10,000.00 -79,849.16 LABOR COMPLIANCE VIOLATION MISS PYRL -5,000.00 12 RECD PYRL 5,000.00 14 5,000.00 0.00 TOTAL DEDUCTIONS 15,000.00 -79,849.16 PROGRAM CAS145 PAGE 1 DATE 10/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-430104 TIME 05:48 AM ESTIMATE NO. 14 BID OPENING 05/26/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/10 R.E. NAME: SAM DHALIWAL DATE OF THIS ESTIMATE 10/26/10 LOCATION PROGRESS ESTIMATE 06-KER-204-4.6/5.1 ----------------- GRIFFITH COMPANY IN KERN COUNTY IN BAKERSFIELD FROM 1128 CARRIER PARKWAY AVENUE M STREET TO F STREET BAKERSFIELD CA 93308 FED. AID NO. SARR-S204(4)E ,A-S204(4)E REPLACE STEEL BRIDGE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 16,000.0000 16,000.00 0.500 8,000.00 02 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 2,250.00 2.000 500.00 03 TIME-RELATED OVERHEAD WDAY 1,265.0000 442,750.00 21.000 26,565.00 273.000 345,345.00 04 TEMPORARY FENCE (TYPE ESA) LF 12.0000 11,040.00 500.000 6,000.00 05 TEMPORARY STATUE PROTECTION LS 8,000.0000 8,000.00 0.018 144.00 0.834 6,672.00 06 TEMPORARY SUPPORT LS 49,000.0000 49,000.00 1.000 49,000.00 07 CONSTRUCTION SITE MANAGEMENT LS 23,000.0000 23,000.00 0.060 1,380.00 0.780 17,940.00 08 PREPARE WATER POLLUTION CONTROL LS 500.0000 500.00 0.750 375.00 PROGRAM 09 TEMPORARY CONSTRUCTION ENTRANCE EA 3,700.0000 7,400.00 1.000 3,700.00 10 TEMPORARY DRAINAGE INLET PROTECTION EA 450.0000 12,600.00 10.000 4,500.00 11 STREET SWEEPING LS 34,000.0000 34,000.00 0.060 2,040.00 0.780 26,520.00 12 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 17,000.0000 17,000.00 0.060 1,020.00 0.780 13,260.00 13 CONSTRUCTION AREA SIGNS LS 9,000.0000 9,000.00 0.018 162.00 0.834 7,506.00 14 TRAFFIC CONTROL SYSTEM LS 27,000.0000 27,000.00 0.060 1,620.00 0.780 21,060.00 15 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 7,800.00 281.000 8,430.00 16 PORTABLE CHANGEABLE MESSAGE SIGN LS 52,000.0000 52,000.00 0.060 3,120.00 0.780 40,560.00 17 TEMPORARY RAILING (TYPE K) LF 11.5000 66,240.00 3,979.000 45,758.50 18 TEMPORARY CRASH CUSHION MODULE EA 180.0000 15,840.00 88.000 15,840.00 19 REMOVE METAL BEAM GUARD RAILING LF 9.0000 1,800.00 100.000 900.00 200.000 1,800.00 20 REMOVE TRAFFIC STRIPE LF 0.7500 13,425.00 4,137.000 3,102.75 21 REMOVE PAVEMENT MARKER EA 1.0000 430.00 40.000 40.00 22 REMOVE SIGN STRUCTURE EA 26,000.0000 26,000.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 10/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-430104 TIME 05:48 AM ESTIMATE NO. 14 BID OPENING 05/26/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/10 R.E. NAME: SAM DHALIWAL DATE OF THIS ESTIMATE 10/26/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE INLET EA 1,800.0000 7,200.00 2.000 3,600.00 4.000 7,200.00 24 SALVAGE METAL BRIDGE RAILING LF 6.0000 16,920.00 2,820.000 16,920.00 25 RESET ROADSIDE SIGN EA 190.0000 5,510.00 10.000 1,900.00 26 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.1000 11,330.00 0.000 0.00 27 REMOVE CONCRETE (CURB AND GUTTER) LF 8.0000 27,680.00 366.000 2,928.00 3,358.000 26,864.00 28 BRIDGE REMOVAL LS 130,000.0000 130,000.00 1.000 130,000.00 29 BRIDGE REMOVAL (PORTION), LOCATION A LS 11,500.0000 11,500.00 1.000 11,500.00 30 BRIDGE REMOVAL (PORTION), LOCATION B LS 11,500.0000 11,500.00 1.000 11,500.00 31 BRIDGE REMOVAL (PORTION), LOCATION C LS 11,500.0000 11,500.00 1.000 11,500.00 32 BRIDGE REMOVAL (PORTION), LOCATION D LS 11,500.0000 11,500.00 1.000 11,500.00 33 REMOVE TREE EA 500.0000 2,000.00 4.000 2,000.00 34 ROADWAY EXCAVATION CY 32.5000 59,800.00 13.000 422.50 703.000 22,847.50 35 LEAD COMPLIANCE PLAN LS 1,550.0000 1,550.00 0.750 1,162.50 36 STRUCTURE EXCAVATION (BRIDGE) CY 34.0000 19,040.00 560.000 19,040.00 F) 37 STRUCTURE EXCAVATION (RETAINING WALL) CY 42.5000 17,595.00 414.000 17,595.00 F) 38 STRUCTURE BACKFILL (BRIDGE) CY 59.5000 56,525.00 475.000 28,262.50 F) 39 STRUCTURE BACKFILL (RETAINING WALL) CY 71.0000 35,642.00 251.000 17,821.00 F) 40 SOIL NAIL ASSEMBLY LF 63.2000 284,400.00 2,250.000 142,200.00 41 HIGHWAY PLANTING LS 23,000.0000 23,000.00 0.000 0.00 42 MAINTAIN EXISTING PLANTED AREAS LS 1,250.0000 1,250.00 0.600 750.00 43 PLANT ESTABLISHMENT WORK LS 1,300.0000 1,300.00 0.000 0.00 44 IRRIGATION SYSTEM LS 32,000.0000 32,000.00 0.000 0.00 45 HOT MIX ASPHALT (TYPE A) TON 62.0000 467,480.00 1,658.650 102,836.30 46 PAVING ASPHALT (BINDER, GEOSYNTHETIC TON 425.0000 255.00 0.000 0.00 PAVEMENT INTERLAYER) 47 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 3.7500 2,025.00 0.000 0.00 48 DATA CORE LS 1,400.0000 1,400.00 0.000 0.00 49 PLACE HOT MIX ASPHALT SQYD 7.0000 11,690.00 1,670.000 11,690.00 (MISCELLANEOUS AREA) PROGRAM CAS145 PAGE 3 DATE 10/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-430104 TIME 05:48 AM ESTIMATE NO. 14 BID OPENING 05/26/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/10 R.E. NAME: SAM DHALIWAL DATE OF THIS ESTIMATE 10/26/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 TACK COAT TON 425.0000 3,400.00 2.400 1,020.00 51 CRACK EXISTING CONCRETE PAVEMENT SQYD 2.7800 8,479.00 0.000 0.00 52 MICROPILE (STEEL PIPE NPS 12XX-STRONG) LF 188.0000 2,033,784.00 4,596.000 864,048.00 9,753.500 1,833,658.00 53 FURNISH STEEL PILING (HP 14 X 117) LF 55.0000 202,455.00 3,681.000 202,455.00 54 DRIVE STEEL PILE (HP 14 X 117) EA 2,450.0000 205,800.00 84.000 205,800.00 55 48" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 655.0000 1,219,610.00 593.000 388,415.00 1,662.000 1,088,610.00 56 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 267.0000 35,244.00 33.000 8,811.00 132.000 35,244.00 F) 57 STRUCTURAL CONCRETE, BRIDGE CY 360.0000 759,600.00 124.000 44,640.00 1,179.000 424,440.00 F) 58 STRUCTURAL CONCRETE, RETAINING WALL CY 392.0000 144,256.00 85.000 33,320.00 505.000 197,960.00 F) 59 STRUCTURAL CONCRETE, BARRIER SLAB CY 436.0000 239,800.00 275.000 119,900.00 F) 60 STRUCTURAL CONCRETE, APPROACH SLAB CY 741.0000 123,006.00 83.000 61,503.00 F) (TYPE N) 61 MINOR CONCRETE (MINOR STRUCTURE) CY 900.0000 9,900.00 4.280 3,852.00 10.500 9,450.00 F) 62 MINOR CONCRETE (BACKFILL) CY 171.0000 2,223.00 5.500 940.50 5.500 940.50 63 ARCHITECTURAL TREATMENT SQFT 13.5000 98,982.00 917.000 12,379.50 F) 64 FURNISH PRECAST PRESTRESSED CONCRETE EA 13,500.0000 270,000.00 10.000 135,000.00 BULB-TEE GIRDER (60'-70') 65 FURNISH PRECAST PRESTRESSED CONCRETE EA 21,600.0000 1,080,000.00 25.000 540,000.00 BULB-TEE GIRDER (70'-80') 66 ERECT PRECAST PRESTRESSED CONCRETE EA 2,458.0000 172,060.00 35.000 86,030.00 GIRDER 67 CORE CONCRETE (17") LF 274.0000 55,348.00 28.000 7,672.00 180.000 49,320.00 68 JOINT SEAL (MR 2") LF 41.5000 6,225.00 0.000 0.00 69 BAR REINFORCING STEEL (BRIDGE) LB 0.8200 856,900.00 140,340.000 115,078.80 789,915.000 647,730.30 F) 70 BAR REINFORCING STEEL (RETAINING WALL) LB 1.0900 136,904.00 44,670.000 48,690.30 107,470.000 117,142.30 F) 71 SHOTCRETE CY 545.0000 185,300.00 0.000 0.00 F) 72 18" REINFORCED CONCRETE PIPE LF 415.0000 9,960.00 10.000 4,150.00 15.000 6,225.00 73 MINOR CONCRETE (BACKFILL) CY 171.0000 2,223.00 0.000 0.00 74 MINOR CONCRETE (MISCELLANEOUS CY 497.0000 47,712.00 7.140 3,548.58 CONSTRUCTION) 75 MINOR CONCRETE (TEXTURED PAVING) SQFT 5.6000 41,944.00 0.000 0.00 76 MISCELLANEOUS IRON AND STEEL LB 1.0000 1,320.00 1,128.000 1,128.00 F) PROGRAM CAS145 PAGE 4 DATE 10/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-430104 TIME 05:48 AM ESTIMATE NO. 14 BID OPENING 05/26/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/10 R.E. NAME: SAM DHALIWAL DATE OF THIS ESTIMATE 10/26/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 OBJECT MARKER EA 49.0000 294.00 0.000 0.00 78 CONCRETE CURB TYPE H (MODIFIED) CY 419.0000 16,760.00 0.000 0.00 79 ALTERNATIVE CRASH CUSHION SYSTEM EA 5,400.0000 10,800.00 1.000 5,400.00 80 CONCRETE BARRIER (TYPE 60SC) LF 218.0000 43,164.00 93.000 20,274.00 F) 81 CONCRETE BARRIER (TYPE 60SE) LF 71.0000 110,902.00 677.000 48,067.00 F) 82 CONCRETE BARRIER (TYPE 732B MODIFIED) LF 71.0000 24,850.00 214.000 15,194.00 F) 83 CONCRETE BARRIER (TYPE 732 MODIFIED) LF 71.0000 161,170.00 954.000 67,734.00 F) 84 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 3,450.00 0.000 0.00 85 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 2,350.00 0.000 0.00 86 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 690.00 0.000 0.00 (BROKEN 12-3) 87 THERMOPLASTIC PAVEMENT MARKING SQFT 4.5000 4,320.00 0.000 0.00 88 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 1,833.00 0.000 0.00 (BROKEN 36-12) 89 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 42.00 0.000 0.00 (BROKEN 17-7) 90 PAINT TRAFFIC STRIPE (2-COAT) LF 0.4000 6,640.00 11,617.000 4,646.80 91 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.4000 3,726.00 327.000 1,765.80 92 MODIFY FLASHING BEACON LS 20,000.0000 20,000.00 0.370 7,400.00 93 MODIFY LIGHTING LS 120,000.0000 120,000.00 0.738 88,560.00 PROGRAM CAS145 PAGE 5 DATE 10/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-430104 TIME 05:48 AM ESTIMATE NO. 14 BID OPENING 05/26/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/10 R.E. NAME: SAM DHALIWAL DATE OF THIS ESTIMATE 10/26/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,563,519.10 7,259,523.83 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 6,212.99 84,070.10 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,569,732.09 7,343,593.93 94 MOBILIZATION LS 1090,000.0000 1,090,000.00 1.000 1,090,000.00 ORIGINAL CONTRACT AMOUNT 11,678,093.00 TOTAL WORK COMPLETED 1,569,732.09 8,433,593.93 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 15,000.00 -79,849.16 TOTAL 1,584,732.09 8,353,744.77 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 07/01/09 475 08/24/09 08/24/09 08/10/11 273 15 0 0 70% 78% PROGRESS IS SATISFACTORY SAM DHALIWAL RESIDENT ENGINEER PROGRAM CAS145 PAGE 20 DATE 10/26/10