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 12/22/10 EST. NO.06 TIME 10:37 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 0005 952.90 E.W. @ F.A.(+) 101210 N 0023.0 0009 6,374.43 080610 N 0043.0 0010 682.52 111210 N 0068.0 0011 215.56 101210 N 0070.0 0012 968.41 101410 N 0071.0 0013 501.25 101810 N 0072.0 0014 2,078.48 101910 N 0073.0 0015 517.65 102110 N 0074.0 0016 454.00 102510 N 0075.0 0017 501.25 110310 N 0076.0 0018 258.64 111510 N 0079.0 0019 258.64 111610 N 0081.0 0020 258.64 111710 N 0082.0 0021 364.32 111810 N 0084.0 0022 339.05 111910 N 0086.0 0023 268.36 112210 N 0088.0 0024 268.36 112910 N 0092.0 0025 258.64 120310 N 0097.0 004 0006 1,851.03 E.W. @ F.A.(+) 101510 N 0029.0 0015 1,232.89 110310 N 0053.0 0019 247.01 111810 N 0083.0 005 0004 1,163.06 E.W. @ F.A.(+) 101510 N 0031.0 0005 836.72 102610 N 0038.0 0006 993.77 110110 N 0050.0 0007 858.36 102710 N 0041.0 006 0002 2,993.63 E.W. @ F.A.(+) 101010 N 0077.0 008 0011 1,778.44 E.W. @ F.A.(+) 111010 N 0066.0 27,476.01 TOTAL THIS ESTIMATE 30,075.10 TOTAL PREVIOUS ESTIMATE 57,551.11 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 12/22/10 EST. NO.06 TIME 10:37 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 -3,000.00 -6,000.00 TOTAL DEDUCTIONS -3,000.00 -6,000.00 PROGRAM CAS145 PAGE 1 DATE 12/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-289304 TIME 10:37 AM ESTIMATE NO. 06 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 12/20/10 R.E. NAME: RAFIQ, AHMAD DATE OF THIS ESTIMATE 12/22/10 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 4,698.00 870.000 4,698.00 03 CONSTRUCTION SITE MANAGEMENT LS 13,400.0000 13,400.00 0.050 670.00 0.235 3,149.00 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 2,000.000 3,600.00 7,800.000 14,040.00 06 TEMPORARY CONSTRUCTION ENTRANCE EA 1,470.0000 11,760.00 3.000 4,410.00 07 TEMPORARY CHECK DAM LF 1.5200 851.20 240.000 364.80 740.000 1,124.80 08 MOVE-IN/MOVE-OUT EA 535.0000 2,140.00 1.000 535.00 3.000 1,605.00 (TEMPORARY EROSION CONTROL) 09 TEMPORARY DRAINAGE INLET PROTECTION EA 197.0000 3,743.00 10.000 1,970.00 24.000 4,728.00 10 STREET SWEEPING LS 23,800.0000 23,800.00 0.134 3,189.20 0.647 15,398.60 11 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 4,300.0000 4,300.00 0.500 2,150.00 1.000 4,300.00 12 TEMPORARY HYDRAULIC MULCH SQYD 0.2000 4,360.00 4,220.000 844.00 15,420.000 3,084.00 13 CONSTRUCTION AREA SIGNS LS 6,700.0000 6,700.00 0.020 134.00 0.497 3,329.90 14 TRAFFIC CONTROL SYSTEM LS 19,700.0000 19,700.00 0.134 2,639.80 0.647 12,745.90 15 TYPE III BARRICADE EA 115.0000 1,840.00 2.000 230.00 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 1,631.000 5,463.85 19 PORTABLE CHANGEABLE MESSAGE SIGN EA 3,100.0000 24,800.00 1.066 3,304.60 5.173 16,036.30 20 TEMPORARY RAILING (TYPE K) LF 8.0000 63,680.00 2,435.000 19,480.00 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 1.000 2,500.00 PROGRAM CAS145 PAGE 2 DATE 12/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-289304 TIME 10:37 AM ESTIMATE NO. 06 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 12/20/10 R.E. NAME: RAFIQ, AHMAD DATE OF THIS ESTIMATE 12/22/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 9,564.000 5,164.56 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 3,345.00 135.000 3,010.50 235.700 5,256.11 28 REMOVE INLET EA 648.0000 3,240.00 1.000 648.00 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 0.000 0.00 33 RELOCATE ROADSIDE SIGN EA 214.0000 1,498.00 0.000 0.00 34 MODIFY INLET EA 1,544.0000 1,544.00 3.000 4,632.00 3.000 4,632.00 35 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 8.2000 11,726.00 1,500.000 12,300.00 36 REMOVE CONCRETE CURB LF 4.1500 2,158.00 2,220.000 9,213.00 37 REMOVE CONCRETE (CHANNEL) CY 83.0000 1,328.00 29.700 2,465.10 38 CLEARING AND GRUBBING LS 40,000.0000 40,000.00 0.700 28,000.00 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 0.000 0.00 43 EROSION CONTROL (HYDRAULIC MATRIX) SQYD 1.2500 2,250.00 0.000 0.00 44 FIBER ROLLS LF 2.1000 18,900.00 0.000 0.00 45 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 535.0000 2,140.00 0.000 0.00 46 CHECK DAM LF 2.5000 1,400.00 0.000 0.00 47 DRAINAGE INLET PROTECTION EA 107.0000 535.00 0.000 0.00 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 12/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-289304 TIME 10:37 AM ESTIMATE NO. 06 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 12/20/10 R.E. NAME: RAFIQ, AHMAD DATE OF THIS ESTIMATE 12/22/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.027 3,213.00 0.308 36,652.00 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 64.000 2,944.00 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 6,500.000 190,125.00 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 3,370.000 278,362.00 4,829.500 398,916.70 57 RUMBLE STRIP STA 2,300.0000 3,680.00 0.000 0.00 58 DATA CORE LS 16,400.0000 16,400.00 0.500 8,200.00 59 PLACE HOT MIX ASPHALT DIKE LF 2.3300 11,114.10 500.000 1,165.00 60 PLACE HOT MIX ASPHALT SQYD 58.0000 6,380.00 0.000 0.00 (MISCELLANEOUS AREA) 61 TACK COAT TON 920.0000 644.00 0.200 184.00 0.550 506.00 62 MINOR CONCRETE (MINOR STRUCTURE) CY 1,550.0000 54,250.00 23.200 35,960.00 F) 63 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.6500 3,029.00 0.000 0.00 (0.063"-UNFRAMED) 64 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.8000 3,968.00 0.000 0.00 (0.080"-UNFRAMED) 65 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.1500 2,272.50 0.000 0.00 (0.080"-FRAMED) 66 ROADSIDE SIGN - ONE POST EA 355.0000 7,455.00 2.000 710.00 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 0.000 0.00 METHOD) 69 INSTALL SIGN (MAST-ARM HANGER METHOD) EA 214.0000 642.00 0.000 0.00 70 INSTALL ROADSIDE SIGN PANEL ON EA 80.0000 800.00 0.000 0.00 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 30.000 2,508.00 812.000 67,883.20 73 24" REINFORCED CONCRETE PIPE LF 103.0000 19,570.00 19.400 1,998.20 64.400 6,633.20 74 18" BITUMINOUS COATED CORRUGATED STEEL LF 90.0000 2,790.00 31.600 2,844.00 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 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 12/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-289304 TIME 10:37 AM ESTIMATE NO. 06 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 12/20/10 R.E. NAME: RAFIQ, AHMAD DATE OF THIS ESTIMATE 12/22/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 3.100 644.80 6.100 1,268.80 78 ROCK SLOPE PROTECTION CY 290.0000 2,900.00 0.000 0.00 (BACKING NO. 2, METHOD B) 79 MINOR CONCRETE (DITCH LINING) CY 390.0000 26,910.00 0.000 0.00 80 ROCK SLOPE PROTECTION FABRIC SQYD 43.0000 1,892.00 0.000 0.00 81 MINOR CONCRETE (CURB) CY 400.0000 27,600.00 50.160 20,064.00 60.200 24,080.00 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 10.050 6,532.50 10.050 6,532.50 84 MISCELLANEOUS IRON AND STEEL LB 1.1500 6,854.00 4,556.000 5,239.40 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 88 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,900.0000 5,800.00 0.000 0.00 89 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 3,270.00 2,305.000 2,305.00 90 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.2000 360.00 0.000 0.00 (BROKEN 12-3) 91 THERMOPLASTIC PAVEMENT MARKING SQFT 2.4000 1,920.00 277.000 664.80 92 PAINT TRAFFIC STRIPE (2-COAT) LF 0.2600 7,618.00 0.000 0.00 93 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.4000 2,808.00 78.000 187.20 94 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.5800 2,470.20 120.000 429.60 95 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,500.0000 1,500.00 0.134 201.00 0.647 970.50 SYSTEM ELEMENTS DURING CONSTRUCTION 96 RAMP METERING SYSTEM AND LIGHTING LS 63,000.0000 63,000.00 0.264 16,632.00 0.414 26,082.00 (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 0.170 7,650.00 (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 01 MODIFY SIGNAL AND LIGHTING (LOCATION 3) LS 28,000.0000 28,000.00 0.072 2,016.00 0.072 2,016.00 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 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 12/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-289304 TIME 10:37 AM ESTIMATE NO. 06 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 12/20/10 R.E. NAME: RAFIQ, AHMAD DATE OF THIS ESTIMATE 12/22/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 06 MODIFY LIGHTING (LOCATION 4) LS 1,000.0000 1,000.00 1.000 1,000.00 PROGRAM CAS145 PAGE 6 DATE 12/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-289304 TIME 10:37 AM ESTIMATE NO. 06 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 12/20/10 R.E. NAME: RAFIQ, AHMAD DATE OF THIS ESTIMATE 12/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 566,267.80 1,311,453.57 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 27,476.01 57,551.11 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 593,743.81 1,369,004.68 07 MOBILIZATION LS 200,000.0000 200,000.00 0.050 10,000.00 1.000 200,000.00 ORIGINAL CONTRACT AMOUNT 2,314,624.70 TOTAL WORK COMPLETED 603,743.81 1,569,004.68 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -3,000.00 -6,000.00 TOTAL 600,743.81 1,563,004.68 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 03/19/12 90 55 0 0 53% 60% PROGRESS IS SATISFACTORY RAFIQ, AHMAD RESIDENT ENGINEER PROGRAM CAS145 DATE 12/22/10