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 04/26/11 EST. NO.10 TIME 08:15 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 0037 266.32 E.W. @ F.A.(+) 010611 N 0155.0 0038 510.42 010611 N 0156.0 0040 276.27 010711 N 0159.0 0041 244.02 010811 N 0160.0 0043 363.84 011311 N 0166.0 0044 139.07 012111 N 0179.0 0045 247.01 012411 N 0181.0 0046 256.66 012611 N 0185.0 0047 247.01 012711 N 0186.0 0048 247.01 012811 N 0189.0 0049 235.58 020111 N 0193.0 0050 110.39 020811 N 0204.0 0051 293.65 020911 N 0207.0 0054 151.39 020611 N 0215.0 0059 266.32 022211 N 0226.0 006 0004 288.26 E.W. @ F.A.(+) 013011 N 0282.0 008 0023 795.97 E.W. @ F.A.(+) 120710 N 0102.0 0044 120.75 121010 N 0129.1 009 0022 7,774.73 E.W. @ F.A.(+) 011011 N 0161.0 0023 3,967.49 011111 N 0162.0 0024 4,421.75 011211 N 0163.0 0025 2,890.30 011311 N 0165.0 0026 3,997.35 011411 N 0167.0 0027 3,610.35 011811 N 0170.0 0028 3,181.32 011911 N 0171.0 0029 3,390.72 011911 N 0172.0 0030 6,066.72 012011 N 0173.0 0051 538.20 120810 N 0106.1 0052 24,895.95 121110 N 0224.0 010 0006 7,251.74 A.C. @ L.S.(+) 011911 N 04ACL2 0006-1 -7,251.74 011911 N 04ACL2 DAO CORRECTING ENTRY 0006-2 5,801.40 011911 N 04ACL2 DAO CORRECTING ENTRY 75,596.22 TOTAL THIS ESTIMATE 1,233,654.89 TOTAL PREVIOUS ESTIMATE 1,309,251.11 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 04/26/11 EST. NO.10 TIME 08:15 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 PRS RECD NOV 10 1,000.00 09 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 04/26/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-289304 TIME 08:15 AM ESTIMATE NO. 10 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 04/20/11 R.E. NAME: RAFIQ, AHMAD DATE OF THIS ESTIMATE 04/26/11 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 4,698.00 609.000 3,288.60 03 CONSTRUCTION SITE MANAGEMENT LS 13,400.0000 13,400.00 0.045 603.00 0.380 5,092.00 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 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 4.000 2,140.00 (TEMPORARY EROSION CONTROL) 09 TEMPORARY DRAINAGE INLET PROTECTION EA 197.0000 3,743.00 30.000 5,910.00 10 STREET SWEEPING LS 23,800.0000 23,800.00 0.057 1,356.60 0.950 22,610.00 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 19,197.000 3,839.40 13 CONSTRUCTION AREA SIGNS LS 6,700.0000 6,700.00 0.018 120.60 0.552 3,698.40 14 TRAFFIC CONTROL SYSTEM LS 19,700.0000 19,700.00 0.057 1,122.90 0.950 18,715.00 15 TYPE III BARRICADE EA 115.0000 1,840.00 9.000 1,035.00 16 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.2400 8,592.00 -2,016.000 -483.84 19,282.000 4,627.68 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 0.853 2,644.30 8.000 24,800.00 20 TEMPORARY RAILING (TYPE K) LF 8.0000 63,680.00 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 04/26/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-289304 TIME 08:15 AM ESTIMATE NO. 10 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 04/20/11 R.E. NAME: RAFIQ, AHMAD DATE OF THIS ESTIMATE 04/26/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 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 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 12.000 2,568.00 33 RELOCATE ROADSIDE SIGN EA 214.0000 1,498.00 3.000 642.00 6.000 1,284.00 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 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 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 0.183 13,359.00 0.453 33,069.00 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 45 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 535.0000 2,140.00 1.000 535.00 46 CHECK DAM LF 2.5000 1,400.00 735.000 1,837.50 47 DRAINAGE INLET PROTECTION EA 107.0000 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 04/26/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-289304 TIME 08:15 AM ESTIMATE NO. 10 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 04/20/11 R.E. NAME: RAFIQ, AHMAD DATE OF THIS ESTIMATE 04/26/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.783 93,177.00 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 88.000 4,048.00 POLYETHYLENE PIPE CONDUIT 53 EXTEND 10" CONDUIT LF 87.7500 1,228.50 14.000 1,228.50 14.000 1,228.50 54 CLASS 2 AGGREGATE BASE CY 29.2500 258,862.50 -1,226.300 -35,869.28 7,499.000 219,345.75 55 ASPHALTIC EMULSION (FOG SEAL COAT) TON 1,550.0000 2,325.00 2.470 3,828.50 2.470 3,828.50 56 HOT MIX ASPHALT (TYPE A) TON 82.6000 435,302.00 5,272.800 435,533.28 57 RUMBLE STRIP STA 2,300.0000 3,680.00 3.400 7,820.00 58 DATA CORE LS 16,400.0000 16,400.00 0.500 8,200.00 1.000 16,400.00 59 PLACE HOT MIX ASPHALT DIKE LF 2.3300 11,114.10 2,415.000 5,626.95 60 PLACE HOT MIX ASPHALT SQYD 58.0000 6,380.00 56.500 3,277.00 136.500 7,917.00 (MISCELLANEOUS AREA) 61 TACK COAT TON 920.0000 644.00 0.600 552.00 1.150 1,058.00 62 MINOR CONCRETE (MINOR STRUCTURE) CY 1,550.0000 54,250.00 0.460 713.00 38.660 59,923.00 F) 63 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.6500 3,029.00 285.180 3,322.35 (0.063"-UNFRAMED) 64 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.8000 3,968.00 268.000 3,430.40 (0.080"-UNFRAMED) 65 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.1500 2,272.50 127.500 1,931.63 (0.080"-FRAMED) 66 ROADSIDE SIGN - ONE POST EA 355.0000 7,455.00 11.000 3,905.00 19.000 6,745.00 67 ROADSIDE SIGN - TWO POST EA 960.0000 960.00 1.000 960.00 1.000 960.00 68 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 2,800.00 31.000 3,100.00 37.000 3,700.00 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 6.000 480.00 10.000 800.00 EXISTING POST 71 ROADSIDE SIGN-ONE POST EA 134.0000 536.00 1.000 134.00 1.000 134.00 (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 31.000 2,790.00 112.600 10,134.00 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 04/26/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-289304 TIME 08:15 AM ESTIMATE NO. 10 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 04/20/11 R.E. NAME: RAFIQ, AHMAD DATE OF THIS ESTIMATE 04/26/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 (BACKING NO. 2, METHOD B) 79 MINOR CONCRETE (DITCH LINING) CY 390.0000 26,910.00 79.150 30,868.50 80 ROCK SLOPE PROTECTION FABRIC SQYD 43.0000 1,892.00 42.600 1,831.80 81 MINOR CONCRETE (CURB) CY 400.0000 27,600.00 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 14.000 9,100.00 84 MISCELLANEOUS IRON AND STEEL LB 1.1500 6,854.00 4.000 4.60 8,950.000 10,292.50 F) 85 DELINEATOR (CLASS 1) EA 41.8000 2,257.20 54.000 2,257.20 54.000 2,257.20 86 METAL BEAM GUARD RAILING LF 35.0000 13,650.00 121.500 4,252.50 87 END ANCHOR ASSEMBLY (TYPE SFT) EA 675.0000 1,350.00 2.000 1,350.00 88 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,900.0000 5,800.00 1.000 2,900.00 89 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 3,270.00 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 1,008.000 2,419.20 92 PAINT TRAFFIC STRIPE (2-COAT) LF 0.2600 7,618.00 8,973.000 2,332.98 93 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.4000 2,808.00 114.000 273.60 94 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.5800 2,470.20 317.000 1,134.86 95 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,500.0000 1,500.00 0.057 85.50 0.950 1,425.00 SYSTEM ELEMENTS DURING CONSTRUCTION 96 RAMP METERING SYSTEM AND LIGHTING LS 63,000.0000 63,000.00 0.331 20,853.00 0.950 59,850.00 (LOCATION 1) 97 RAMP METERING SYSTEM AND LIGHTING LS 55,000.0000 55,000.00 0.517 28,435.00 0.950 52,250.00 (LOCATION 2) 98 RAMP METERING SYSTEM AND LIGHTING LS 45,000.0000 45,000.00 0.458 20,610.00 0.950 42,750.00 (LOCATION 3) 99 RAMP METERING SYSTEM AND LIGHTING LS 35,000.0000 35,000.00 0.399 13,965.00 0.950 33,250.00 (LOCATION 4) 00 MODIFY SIGNAL AND LIGHTING (LOCATION 2) LS 14,000.0000 14,000.00 0.000 0.00 01 MODIFY SIGNAL AND LIGHTING (LOCATION 3) LS 28,000.0000 28,000.00 0.177 4,956.00 0.950 26,600.00 02 MODIFY SIGNAL AND LIGHTING (LOCATION 4) LS 33,000.0000 33,000.00 0.035 1,155.00 0.950 31,350.00 03 MODIFY LIGHTING (LOCATION 1) LS 26,000.0000 26,000.00 1.000 26,000.00 PROGRAM CAS145 PAGE 5 DATE 04/26/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-289304 TIME 08:15 AM ESTIMATE NO. 10 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 04/20/11 R.E. NAME: RAFIQ, AHMAD DATE OF THIS ESTIMATE 04/26/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 25,000.00 05 MODIFY LIGHTING (LOCATION 3) LS 24,000.0000 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 04/26/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-289304 TIME 08:15 AM ESTIMATE NO. 10 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 04/20/11 R.E. NAME: RAFIQ, AHMAD DATE OF THIS ESTIMATE 04/26/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 104,984.58 1,848,690.22 ADJUSTMENT OF COMPENSATION 5,801.40 429,581.22 EXTRA WORK 69,794.82 879,669.89 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 180,580.80 3,157,941.33 07 MOBILIZATION LS 200,000.0000 200,000.00 1.000 200,000.00 ORIGINAL CONTRACT AMOUNT 2,314,624.70 TOTAL WORK COMPLETED 180,580.80 3,357,941.33 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 180,580.80 3,357,941.33 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 04/18/12 152 77 0 0 90% 100% PROGRESS IS SATISFACTORY RAFIQ, AHMAD RESIDENT ENGINEER PROGRAM CAS145 DATE 04/26/11