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 02/25/11 EST. NO.08 TIME 11:35 AM R.E. NAME: RAFIQ, AHMAD 11-289304 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 001 0036 1,941.09 E.W. @ F.A.(+) 010711 N 0168.0 007 0003 400.00 A.C. @ U.P.(+) 022111 N 7AUP03 0004 4,230.00 E.W. @ U.P (+) 022111 N 7EUP01 008 0040 8,400.00 E.W. @ U.P (+) 022111 N 8EUP02 009 0019 27,450.00 A.C. @ L.S.(+) 022111 N 9ALS02 0020 35,041.20 E.W. @ U.P (+) 022111 N 9EUP02 0021 49,404.92 A.C. @ U.P.(+) 022111 N 9AUP02 010 0003 8,959.60 E.W. @ L.S.(+) 021811 N 02EWL2 0004 43,351.83 A.C. @ L.S.(+) 011911 N 02ACL2 179,178.64 TOTAL THIS ESTIMATE 957,244.17 TOTAL PREVIOUS ESTIMATE 1,136,422.81 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 02/25/11 EST. NO.08 TIME 11:35 AM R.E. NAME: RAFIQ, AHMAD 11-289304 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION O/S PRS SEPT -3,000.00 04 O/S PRS NOV -3,000.00 06 PRS RECD SEPT 3,000.00 07 PRTL PRS RECD NOV 10 2,000.00 08 2,000.00 -1,000.00 TOTAL DEDUCTIONS 2,000.00 -1,000.00 PROGRAM CAS145 PAGE 1 DATE 02/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-289304 TIME 11:35 AM ESTIMATE NO. 08 BID OPENING 03/25/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/11 R.E. NAME: RAFIQ, AHMAD DATE OF THIS ESTIMATE 02/25/11 LOCATION PROGRESS ESTIMATE 11-SD-5-R39.8/R54.4 ----------------- SUKUT CONSTRUCTION IN SAN DIEGO COUNTY AT VARIOUS 3156-205 VISTA WAY LOCATIONS FROM BIRMINGHAM DRIVE OCEANSIDE,CA 92056 OVERCROSSING TO 0.1 MILE NORTH OF CAMP PENDLETON UNDERCROSSING FED. AID NO. N O N E INSTALL RAMP METERS AND HOV LANES ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 1,750.00 0.000 0.00 02 TEMPORARY FENCE (TYPE ESA) LF 5.4000 4,698.00 -261.000 -1,409.40 609.000 3,288.60 03 CONSTRUCTION SITE MANAGEMENT LS 13,400.0000 13,400.00 0.043 576.20 0.323 4,328.20 04 PREPARE STORM WATER POLLUTION LS 1,700.0000 1,700.00 0.750 1,275.00 PREVENTION PLAN 05 TEMPORARY FIBER ROLL LF 1.8000 21,060.00 -1,939.000 -3,490.20 5,861.000 10,549.80 06 TEMPORARY CONSTRUCTION ENTRANCE EA 1,470.0000 11,760.00 3.000 4,410.00 07 TEMPORARY CHECK DAM LF 1.5200 851.20 740.000 1,124.80 08 MOVE-IN/MOVE-OUT EA 535.0000 2,140.00 1.000 535.00 4.000 2,140.00 (TEMPORARY EROSION CONTROL) 09 TEMPORARY DRAINAGE INLET PROTECTION EA 197.0000 3,743.00 6.000 1,182.00 30.000 5,910.00 10 STREET SWEEPING LS 23,800.0000 23,800.00 0.113 2,689.40 0.860 20,468.00 11 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 4,300.0000 4,300.00 1.000 4,300.00 12 TEMPORARY HYDRAULIC MULCH SQYD 0.2000 4,360.00 3,777.000 755.40 19,197.000 3,839.40 13 CONSTRUCTION AREA SIGNS LS 6,700.0000 6,700.00 0.017 113.90 0.529 3,544.30 14 TRAFFIC CONTROL SYSTEM LS 19,700.0000 19,700.00 0.113 2,226.10 0.860 16,942.00 15 TYPE III BARRICADE EA 115.0000 1,840.00 7.000 805.00 9.000 1,035.00 16 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.2400 8,592.00 21,298.000 5,111.52 17 TRAFFIC PLASTIC DRUM EA 50.0000 7,000.00 102.000 5,100.00 18 TEMPORARY PAVEMENT MARKER EA 3.3500 5,628.00 1,431.000 4,793.85 19 PORTABLE CHANGEABLE MESSAGE SIGN EA 3,100.0000 24,800.00 0.907 2,811.70 6.880 21,328.00 20 TEMPORARY RAILING (TYPE K) LF 8.0000 63,680.00 1,065.000 8,520.00 3,500.000 28,000.00 21 TEMPORARY CRASH CUSHION MODULE EA 70.0000 7,700.00 42.000 2,940.00 22 ABANDON EXISTING IRRIGATION CROSSOVER EA 2,500.0000 5,000.00 1.000 2,500.00 PROGRAM CAS145 PAGE 2 DATE 02/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-289304 TIME 11:35 AM ESTIMATE NO. 08 BID OPENING 03/25/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/11 R.E. NAME: RAFIQ, AHMAD DATE OF THIS ESTIMATE 02/25/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE YELLOW PAINTED TRAFFIC STRIPE LF 1.2500 5,300.00 2,324.000 2,905.00 24 REMOVE TRAFFIC STRIPE LF 0.5400 29,160.00 706.000 381.24 10,982.000 5,930.28 25 REMOVE TRAFFIC STRIPE AND PAVEMENT SQFT 2.0000 380.00 112.000 224.00 MARKING 26 REMOVE ROADSIDE SIGN EA 200.0000 2,400.00 16.000 3,200.00 27 REMOVE CULVERT LF 22.3000 3,345.00 235.700 5,256.11 28 REMOVE INLET EA 648.0000 3,240.00 2.000 1,296.00 3.000 1,944.00 29 REMOVE HEADWALL EA 648.0000 648.00 1.000 648.00 30 REMOVE BASE AND SURFACING CY 18.8000 2,256.00 120.000 2,256.00 31 REMOVE DELINEATOR EA 3.5500 106.50 30.000 106.50 32 RESET ROADSIDE SIGN EA 214.0000 2,996.00 4.000 856.00 12.000 2,568.00 33 RELOCATE ROADSIDE SIGN EA 214.0000 1,498.00 3.000 642.00 34 MODIFY INLET EA 1,544.0000 1,544.00 3.000 4,632.00 35 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 8.2000 11,726.00 1,352.000 11,086.40 3,535.000 28,987.00 36 REMOVE CONCRETE CURB LF 4.1500 2,158.00 3,016.000 12,516.40 37 REMOVE CONCRETE (CHANNEL) CY 83.0000 1,328.00 155.500 12,906.50 38 CLEARING AND GRUBBING LS 40,000.0000 40,000.00 0.100 4,000.00 1.000 40,000.00 39 ROADWAY EXCAVATION CY 26.0000 52,000.00 2,000.000 52,000.00 40 ROADWAY EXCAVATION CY 25.0000 36,250.00 1,450.000 36,250.00 (AERIALLY DEPOSITED LEAD) 41 LEAD COMPLIANCE PLAN LS 1,650.0000 1,650.00 1.000 1,650.00 42 HIGHWAY PLANTING LS 73,000.0000 73,000.00 0.106 7,738.00 0.106 7,738.00 43 EROSION CONTROL (HYDRAULIC MATRIX) SQYD 1.2500 2,250.00 0.000 0.00 44 FIBER ROLLS LF 2.1000 18,900.00 3,939.000 8,271.90 3,939.000 8,271.90 45 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 535.0000 2,140.00 1.000 535.00 1.000 535.00 46 CHECK DAM LF 2.5000 1,400.00 735.000 1,837.50 735.000 1,837.50 47 DRAINAGE INLET PROTECTION EA 107.0000 535.00 5.000 535.00 5.000 535.00 48 TRANSPLANT PALM TREE EA 1,560.0000 7,800.00 3.000 4,680.00 49 PLANT ESTABLISHMENT WORK LS 13,900.0000 13,900.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 02/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-289304 TIME 11:35 AM ESTIMATE NO. 08 BID OPENING 03/25/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/11 R.E. NAME: RAFIQ, AHMAD DATE OF THIS ESTIMATE 02/25/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 IRRIGATION SYSTEM LS 119,000.0000 119,000.00 0.454 54,026.00 0.762 90,678.00 51 TEMPORARY IRRIGATION SUPPLY LS 23,700.0000 23,700.00 0.000 0.00 52 8" CORRUGATED HIGH DENSITY LF 46.0000 6,440.00 24.000 1,104.00 88.000 4,048.00 POLYETHYLENE PIPE CONDUIT 53 EXTEND 10" CONDUIT LF 87.7500 1,228.50 0.000 0.00 54 CLASS 2 AGGREGATE BASE CY 29.2500 258,862.50 8,449.300 247,142.03 55 ASPHALTIC EMULSION (FOG SEAL COAT) TON 1,550.0000 2,325.00 0.000 0.00 56 HOT MIX ASPHALT (TYPE A) TON 82.6000 435,302.00 2,113.300 174,558.58 5,092.800 420,665.28 57 RUMBLE STRIP STA 2,300.0000 3,680.00 3.400 7,820.00 3.400 7,820.00 58 DATA CORE LS 16,400.0000 16,400.00 0.500 8,200.00 59 PLACE HOT MIX ASPHALT DIKE LF 2.3300 11,114.10 600.000 1,398.00 2,280.000 5,312.40 60 PLACE HOT MIX ASPHALT SQYD 58.0000 6,380.00 80.000 4,640.00 80.000 4,640.00 (MISCELLANEOUS AREA) 61 TACK COAT TON 920.0000 644.00 0.550 506.00 62 MINOR CONCRETE (MINOR STRUCTURE) CY 1,550.0000 54,250.00 15.000 23,250.00 38.200 59,210.00 F) 63 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.6500 3,029.00 285.180 3,322.35 285.180 3,322.35 (0.063"-UNFRAMED) 64 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.8000 3,968.00 268.000 3,430.40 268.000 3,430.40 (0.080"-UNFRAMED) 65 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.1500 2,272.50 127.500 1,931.63 127.500 1,931.63 (0.080"-FRAMED) 66 ROADSIDE SIGN - ONE POST EA 355.0000 7,455.00 8.000 2,840.00 67 ROADSIDE SIGN - TWO POST EA 960.0000 960.00 0.000 0.00 68 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 2,800.00 6.000 600.00 METHOD) 69 INSTALL SIGN (MAST-ARM HANGER METHOD) EA 214.0000 642.00 3.000 642.00 70 INSTALL ROADSIDE SIGN PANEL ON EA 80.0000 800.00 4.000 320.00 EXISTING POST 71 ROADSIDE SIGN-ONE POST EA 134.0000 536.00 0.000 0.00 (WEED CONTROL MAT (RUBBER) 72 18" REINFORCED CONCRETE PIPE LF 83.6000 25,080.00 812.000 67,883.20 73 24" REINFORCED CONCRETE PIPE LF 103.0000 19,570.00 64.400 6,633.20 74 18" BITUMINOUS COATED CORRUGATED STEEL LF 90.0000 2,790.00 81.600 7,344.00 PIPE (.064" THICK) 75 18" BITUMINOUS COATED CORRUGATED STEEL LF 100.0000 2,700.00 61.600 6,160.00 PIPE DOWNDRAIN (.064" THICK) 76 18" BITUMINOUS COATED ENTRANCE TAPER EA 780.0000 780.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 02/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-289304 TIME 11:35 AM ESTIMATE NO. 08 BID OPENING 03/25/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/11 R.E. NAME: RAFIQ, AHMAD DATE OF THIS ESTIMATE 02/25/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 36" REINFORCED CONCRETE PIPE RISER LF 208.0000 2,704.00 6.100 1,268.80 78 ROCK SLOPE PROTECTION CY 290.0000 2,900.00 10.400 3,016.00 10.400 3,016.00 (BACKING NO. 2, METHOD B) 79 MINOR CONCRETE (DITCH LINING) CY 390.0000 26,910.00 79.150 30,868.50 79.150 30,868.50 80 ROCK SLOPE PROTECTION FABRIC SQYD 43.0000 1,892.00 42.600 1,831.80 42.600 1,831.80 81 MINOR CONCRETE (CURB) CY 400.0000 27,600.00 -12.500 -5,000.00 47.700 19,080.00 82 MINOR CONCRETE (TEXTURED PAVING) CY 407.0000 69,190.00 85.000 34,595.00 83 MINOR CONCRETE (SIDEWALK AND CURB RAMP) CY 650.0000 9,750.00 3.950 2,567.50 14.000 9,100.00 84 MISCELLANEOUS IRON AND STEEL LB 1.1500 6,854.00 8,946.000 10,287.90 F) 85 DELINEATOR (CLASS 1) EA 41.8000 2,257.20 0.000 0.00 86 METAL BEAM GUARD RAILING LF 35.0000 13,650.00 85.000 2,975.00 87 END ANCHOR ASSEMBLY (TYPE SFT) EA 675.0000 1,350.00 1.000 675.00 2.000 1,350.00 88 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,900.0000 5,800.00 1.000 2,900.00 1.000 2,900.00 89 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 3,270.00 1,558.000 1,558.00 4,746.000 4,746.00 90 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.2000 360.00 144.000 172.80 (BROKEN 12-3) 91 THERMOPLASTIC PAVEMENT MARKING SQFT 2.4000 1,920.00 281.000 674.40 695.000 1,668.00 92 PAINT TRAFFIC STRIPE (2-COAT) LF 0.2600 7,618.00 5,398.000 1,403.48 7,782.000 2,023.32 93 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.4000 2,808.00 36.000 86.40 114.000 273.60 94 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.5800 2,470.20 139.000 497.62 317.000 1,134.86 95 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,500.0000 1,500.00 0.113 169.50 0.860 1,290.00 SYSTEM ELEMENTS DURING CONSTRUCTION 96 RAMP METERING SYSTEM AND LIGHTING LS 63,000.0000 63,000.00 0.152 9,576.00 0.566 35,658.00 (LOCATION 1) 97 RAMP METERING SYSTEM AND LIGHTING LS 55,000.0000 55,000.00 0.230 12,650.00 (LOCATION 2) 98 RAMP METERING SYSTEM AND LIGHTING LS 45,000.0000 45,000.00 0.322 14,490.00 0.492 22,140.00 (LOCATION 3) 99 RAMP METERING SYSTEM AND LIGHTING LS 35,000.0000 35,000.00 0.551 19,285.00 (LOCATION 4) 00 MODIFY SIGNAL AND LIGHTING (LOCATION 2) LS 14,000.0000 14,000.00 -0.360 -5,040.00 0.000 0.00 01 MODIFY SIGNAL AND LIGHTING (LOCATION 3) LS 28,000.0000 28,000.00 0.701 19,628.00 0.773 21,644.00 02 MODIFY SIGNAL AND LIGHTING (LOCATION 4) LS 33,000.0000 33,000.00 0.915 30,195.00 03 MODIFY LIGHTING (LOCATION 1) LS 26,000.0000 26,000.00 1.000 26,000.00 1.000 26,000.00 PROGRAM CAS145 PAGE 5 DATE 02/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-289304 TIME 11:35 AM ESTIMATE NO. 08 BID OPENING 03/25/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/11 R.E. NAME: RAFIQ, AHMAD DATE OF THIS ESTIMATE 02/25/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 MODIFY LIGHTING (LOCATION 2) LS 25,000.0000 25,000.00 0.000 0.00 05 MODIFY LIGHTING (LOCATION 3) LS 24,000.0000 24,000.00 1.000 24,000.00 1.000 24,000.00 06 MODIFY LIGHTING (LOCATION 4) LS 1,000.0000 1,000.00 1.000 1,000.00 PROGRAM CAS145 PAGE 6 DATE 02/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-289304 TIME 11:35 AM ESTIMATE NO. 08 BID OPENING 03/25/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/11 R.E. NAME: RAFIQ, AHMAD DATE OF THIS ESTIMATE 02/25/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 457,235.30 1,661,629.73 ADJUSTMENT OF COMPENSATION 120,606.75 398,478.03 EXTRA WORK 58,571.89 737,944.78 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 636,413.94 2,798,052.54 07 MOBILIZATION LS 200,000.0000 200,000.00 1.000 200,000.00 ORIGINAL CONTRACT AMOUNT 2,314,624.70 TOTAL WORK COMPLETED 636,413.94 2,998,052.54 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 2,000.00 -1,000.00 TOTAL 638,413.94 2,997,052.54 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 05/06/10 400 06/01/10 05/21/10 03/23/12 129 59 0 0 82% 86% PROGRESS IS SATISFACTORY RAFIQ, AHMAD RESIDENT ENGINEER PROGRAM CAS145 DATE 02/25/11