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 06/17/10 EST. NO.10 TIME 08:21 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 --------------------------------------------------------------------------- *** 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 06/17/10 EST. NO.10 TIME 08:21 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 -37,993.71 -445,279.77 TOTAL DEDUCTIONS -37,993.71 -445,279.77 PROGRAM CAS145 PAGE 1 DATE 06/17/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-430104 TIME 08:21 AM ESTIMATE NO. 10 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 06/20/10 R.E. NAME: SAM DHALIWAL DATE OF THIS ESTIMATE 06/17/10 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 0.250 4,000.00 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 20.000 25,300.00 188.000 237,820.00 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 0.017 136.00 0.761 6,088.00 06 TEMPORARY SUPPORT LS 49,000.0000 49,000.00 0.898 44,002.00 07 CONSTRUCTION SITE MANAGEMENT LS 23,000.0000 23,000.00 0.060 1,380.00 0.540 12,420.00 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 0.540 18,360.00 12 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 17,000.0000 17,000.00 0.060 1,020.00 0.540 9,180.00 13 CONSTRUCTION AREA SIGNS LS 9,000.0000 9,000.00 0.017 153.00 0.761 6,849.00 14 TRAFFIC CONTROL SYSTEM LS 27,000.0000 27,000.00 0.060 1,620.00 0.540 14,580.00 15 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 7,800.00 157.000 4,710.00 16 PORTABLE CHANGEABLE MESSAGE SIGN LS 52,000.0000 52,000.00 0.060 3,120.00 0.540 28,080.00 17 TEMPORARY RAILING (TYPE K) LF 11.5000 66,240.00 1,499.000 17,238.50 18 TEMPORARY CRASH CUSHION MODULE EA 180.0000 15,840.00 66.000 11,880.00 19 REMOVE METAL BEAM GUARD RAILING LF 9.0000 1,800.00 0.000 0.00 20 REMOVE TRAFFIC STRIPE LF 0.7500 13,425.00 980.000 735.00 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 06/17/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-430104 TIME 08:21 AM ESTIMATE NO. 10 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 06/20/10 R.E. NAME: SAM DHALIWAL DATE OF THIS ESTIMATE 06/17/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 24 SALVAGE METAL BRIDGE RAILING LF 6.0000 16,920.00 1,410.000 8,460.00 25 RESET ROADSIDE SIGN EA 190.0000 5,510.00 0.000 0.00 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 2,626.000 21,008.00 28 BRIDGE REMOVAL LS 130,000.0000 130,000.00 0.500 65,000.00 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 0.000 0.00 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 0.000 0.00 33 REMOVE TREE EA 500.0000 2,000.00 4.000 2,000.00 34 ROADWAY EXCAVATION CY 32.5000 59,800.00 605.000 19,662.50 35 LEAD COMPLIANCE PLAN LS 1,550.0000 1,550.00 0.750 1,162.50 36 STRUCTURE EXCAVATION (BRIDGE) CY 34.0000 19,040.00 280.000 9,520.00 F) 37 STRUCTURE EXCAVATION (RETAINING WALL) CY 42.5000 17,595.00 207.000 8,797.50 F) 38 STRUCTURE BACKFILL (BRIDGE) CY 59.5000 56,525.00 101.000 6,009.50 F) 39 STRUCTURE BACKFILL (RETAINING WALL) CY 71.0000 35,642.00 0.000 0.00 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 0.060 75.00 0.540 675.00 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 1,115.760 69,177.12 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 1,665.600 11,659.20 (MISCELLANEOUS AREA) PROGRAM CAS145 PAGE 3 DATE 06/17/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-430104 TIME 08:21 AM ESTIMATE NO. 10 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 06/20/10 R.E. NAME: SAM DHALIWAL DATE OF THIS ESTIMATE 06/17/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 2.000 850.00 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 5,157.500 969,610.00 53 FURNISH STEEL PILING (HP 14 X 117) LF 55.0000 202,455.00 1,809.000 99,495.00 54 DRIVE STEEL PILE (HP 14 X 117) EA 2,450.0000 205,800.00 42.000 102,900.00 55 48" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 655.0000 1,219,610.00 931.000 609,805.00 56 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 267.0000 35,244.00 66.000 17,622.00 F) 57 STRUCTURAL CONCRETE, BRIDGE CY 360.0000 759,600.00 634.500 228,420.00 1,055.000 379,800.00 F) 58 STRUCTURAL CONCRETE, RETAINING WALL CY 392.0000 144,256.00 134.000 52,528.00 420.000 164,640.00 F) 59 STRUCTURAL CONCRETE, BARRIER SLAB CY 436.0000 239,800.00 27.500 11,990.00 153.500 66,926.00 F) 60 STRUCTURAL CONCRETE, APPROACH SLAB CY 741.0000 123,006.00 0.000 0.00 F) (TYPE N) 61 MINOR CONCRETE (MINOR STRUCTURE) CY 900.0000 9,900.00 6.220 5,598.00 6.220 5,598.00 F) 62 MINOR CONCRETE (BACKFILL) CY 171.0000 2,223.00 0.000 0.00 63 ARCHITECTURAL TREATMENT SQFT 13.5000 98,982.00 917.000 12,379.50 917.000 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 90.000 24,660.00 68 JOINT SEAL (MR 2") LF 41.5000 6,225.00 0.000 0.00 69 BAR REINFORCING STEEL (BRIDGE) LB 0.8200 856,900.00 295,677.000 242,455.14 649,575.000 532,651.50 F) 70 BAR REINFORCING STEEL (RETAINING WALL) LB 1.0900 136,904.00 11,650.000 12,698.50 62,800.000 68,452.00 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 5.000 2,075.00 73 MINOR CONCRETE (BACKFILL) CY 171.0000 2,223.00 0.000 0.00 74 MINOR CONCRETE (MISCELLANEOUS CY 497.0000 47,712.00 3.140 1,560.58 CONSTRUCTION) 75 MINOR CONCRETE (TEXTURED PAVING) SQFT 5.6000 41,944.00 0.000 0.00 76 MISCELLANEOUS IRON AND STEEL LB 1.0000 1,320.00 752.000 752.00 1,128.000 1,128.00 F) PROGRAM CAS145 PAGE 4 DATE 06/17/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-430104 TIME 08:21 AM ESTIMATE NO. 10 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 06/20/10 R.E. NAME: SAM DHALIWAL DATE OF THIS ESTIMATE 06/17/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 80 CONCRETE BARRIER (TYPE 60SC) LF 218.0000 43,164.00 0.000 0.00 F) 81 CONCRETE BARRIER (TYPE 60SE) LF 71.0000 110,902.00 0.000 0.00 F) 82 CONCRETE BARRIER (TYPE 732B MODIFIED) LF 71.0000 24,850.00 77.000 5,467.00 77.000 5,467.00 F) 83 CONCRETE BARRIER (TYPE 732 MODIFIED) LF 71.0000 161,170.00 0.000 0.00 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 5,141.000 2,056.40 91 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.4000 3,726.00 159.000 858.60 92 MODIFY FLASHING BEACON LS 20,000.0000 20,000.00 0.000 0.00 93 MODIFY LIGHTING LS 120,000.0000 120,000.00 0.255 30,600.00 PROGRAM CAS145 PAGE 5 DATE 06/17/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-430104 TIME 08:21 AM ESTIMATE NO. 10 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 06/20/10 R.E. NAME: SAM DHALIWAL DATE OF THIS ESTIMATE 06/17/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 607,132.14 4,683,153.40 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 70,194.86 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 607,132.14 4,753,348.26 94 MOBILIZATION LS 1090,000.0000 1,090,000.00 0.050 54,500.00 1.000 1,090,000.00 ORIGINAL CONTRACT AMOUNT 11,678,093.00 TOTAL WORK COMPLETED 661,632.14 5,843,348.26 MATERIALS ON HAND ON SITE 1,234,250.57 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -37,993.71 -445,279.77 TOTAL 623,638.43 6,632,319.06 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 08/10/11 188 15 0 0 49% 54% PROGRESS IS SATISFACTORY SAM DHALIWAL RESIDENT ENGINEER PROGRAM CAS145 PAGE 14 DATE 06/17/10