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 06/15/09 EST. NO.14 TIME 01:42 PM R.E. NAME: SAYED HASHEMYAN 10-414814 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 018 0001 6,683.68 E.W. @ F.A.(+) 030409 N 0152.0 019 0001 407,485.01 E.W. @ L.S.(+) 061209 N 1901 0 414,168.69 TOTAL THIS ESTIMATE 588,605.86 TOTAL PREVIOUS ESTIMATE 1,002,774.55 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 06/15/09 EST. NO.14 TIME 01:42 PM R.E. NAME: SAYED HASHEMYAN 10-414814 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -10,000.00 05 REC'ED PAYROLLS 10,000.00 06 MISSING PAYROLLS -10,000.00 11 REC'ED PAYROLLS 10,000.00 13 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 06/15/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-414814 TIME 01:42 PM ESTIMATE NO. 14 BID OPENING 03/04/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/12/09 R.E. NAME: SAYED HASHEMYAN DATE OF THIS ESTIMATE 06/15/09 LOCATION RERUN PROGRESS ESTIMATE 10-MER-99-23.8/R26.5 ----------------------- BAY CITIES PAVING AND GRADING IN MERCED COUNTY IN AND NEAR INC. ATWATER FROM 0.4 KM NORTH OF P O BOX 6227 ATWATER OVERHEAD TO 0.4 KM SOUTH CONCORD CA 94524 OF ARENA WAY FED. AID NO. N O N E CONSTRUCT FREEWAY AND BRIDGES ------------------------------------------------------------------------------------------------------------------------------------ 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 5,000.0000 5,000.00 1.000 5,000.00 02 TIME-RELATED OVERHEAD WDAY 2,770.0000 1,523,500.00 20.000 55,400.00 248.000 686,960.00 03 CONSTRUCTION SITE MANAGEMENT LS 5,000.0000 5,000.00 0.040 200.00 0.513 2,565.00 04 PREPARE STORM WATER POLLUTION LS 5,100.0000 5,100.00 1.000 5,100.00 S) PREVENTION PLAN 05 TEMPORARY EROSION CONTROL HA 3,463.0000 6,926.00 2.050 7,099.15 S) 06 TEMPORARY FIBER ROLL M 5.1800 10,360.00 2,000.000 10,360.00 07 TEMPORARY SILT FENCE M 4.5200 23,504.00 5,333.000 24,105.16 08 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,350.0000 16,200.00 1.000 1,350.00 10.000 13,500.00 09 TEMPORARY CONSTRUCTION ENTRANCE EA 2,400.0000 16,800.00 12.000 28,800.00 10 TEMPORARY COVER M2 1.6300 1,630.00 0.000 0.00 11 MOVE-IN/MOVE-OUT EA 510.0000 1,530.00 3.000 1,530.00 S) (TEMPORARY EROSION CONTROL) 12 TEMPORARY DRAINAGE INLET PROTECTION EA 102.0000 306.00 3.000 306.00 13 STREET SWEEPING LS 39,150.0000 39,150.00 0.575 22,511.25 14 CONSTRUCTION AREA SIGNS LS 17,340.0000 17,340.00 0.760 13,178.40 S) 15 TRAFFIC CONTROL SYSTEM LS 48,400.0000 48,400.00 0.315 15,246.00 S) 16 TYPE III BARRICADE EA 40.8000 3,223.20 123.000 5,018.40 S) 17 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.5100 9,384.00 2,004.000 1,022.04 S) 18 CHANNELIZER (SURFACE MOUNTED) EA 30.6000 6,732.00 6.000 183.60 151.000 4,620.60 S) 19 TEMPORARY PAVEMENT MARKER EA 2.0400 5,161.20 401.000 818.04 S) 20 PORTABLE CHANGEABLE MESSAGE SIGN LS 43,315.0000 43,315.00 0.040 1,732.60 0.545 23,606.68 S) 21 PORTABLE RADAR TRAILER LS 16,425.0000 16,425.00 0.500 8,212.50 S) 22 TEMPORARY RAILING (TYPE K) M 21.5000 217,150.00 5,068.000 108,962.00 PROGRAM CAS145 PAGE 2 DATE 06/15/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-414814 TIME 01:42 PM ESTIMATE NO. 14 BID OPENING 03/04/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/12/09 R.E. NAME: SAYED HASHEMYAN DATE OF THIS ESTIMATE 06/15/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY CRASH CUSHION MODULE EA 178.5000 30,345.00 84.000 14,994.00 S) 24 TEMPORARY TRAFFIC SCREEN M 4.2000 42,420.00 4,796.000 20,143.20 25 ABANDON CULVERT M 26.6000 95,228.00 3,632.500 96,624.50 26 ABANDON PIPELINE M 3.2000 14,400.00 0.000 0.00 27 REMOVE FENCE (TYPE BW) M 4.9500 21,829.50 3,848.410 19,049.63 S) 28 REMOVE CHAIN LINK FENCE M 26.7800 4,284.80 528.780 14,160.73 S) 29 REMOVE METAL BEAM GUARD RAILING M 38.7600 775.20 20.000 775.20 S) 30 REMOVE FLARED END SECTION EA 150.0000 1,050.00 8.000 1,200.00 31 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 1.2800 7,833.60 0.000 0.00 S) 32 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 1.2800 6,784.00 0.000 0.00 S) STRIPE 33 REMOVE PAINTED TRAFFIC STRIPE M 1.0200 7,813.20 795.000 810.90 S) 34 REMOVE PAINTED PAVEMENT MARKING M2 5.1000 66.30 0.000 0.00 S) 35 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.0200 5,936.40 0.000 0.00 S) 36 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 10.2000 2,346.00 0.000 0.00 S) 37 REMOVE PAVEMENT MARKER EA 1.0200 1,060.80 156.000 159.12 S) 38 REMOVE CHANNELIZERS (SURFACE MOUNTED) EA 10.0000 2,100.00 156.000 1,560.00 39 REMOVE ROADSIDE SIGN EA 40.8000 2,733.60 25.000 1,020.00 40 REMOVE SIGN STRUCTURE EA 3,876.0000 3,876.00 0.000 0.00 S) 41 REMOVE INLET EA 270.0000 13,230.00 48.000 12,960.00 42 RESET MILEPOST MARKER EA 40.8000 163.20 0.000 0.00 43 RESET ROADSIDE SIGN EA 153.0000 153.00 0.000 0.00 44 RELOCATE ROADSIDE SIGN EA 183.6000 3,855.60 0.000 0.00 45 REMOVE CONCRETE BARRIER (TYPE K) M 10.0000 4,000.00 402.300 4,023.00 46 REMOVE CRASH CUSHION (SAND FILLED) EA 665.0000 1,330.00 2.000 1,330.00 S) 47 CLEARING AND GRUBBING LS 120,000.0000 120,000.00 1.000 120,000.00 48 ROADWAY EXCAVATION M3 6.7500 1,552,500.00 794.000 5,359.50 234,603.720 1,583,575.11 49 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 S) PROGRAM CAS145 PAGE 3 DATE 06/15/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-414814 TIME 01:42 PM ESTIMATE NO. 14 BID OPENING 03/04/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/12/09 R.E. NAME: SAYED HASHEMYAN DATE OF THIS ESTIMATE 06/15/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 STRUCTURE EXCAVATION (BRIDGE) M3 153.0000 177,480.00 766.200 117,228.60 F) 51 STRUCTURE BACKFILL (BRIDGE) M3 96.9000 109,497.00 329.999 31,976.90 F) 52 IMPORTED BORROW M3 10.0000 1,660,000.00 148,913.000 1,489,130.00 53 IMPORTED MATERIAL (SHOULDER BACKING) TONN 37.0000 80,290.00 760.610 28,142.57 54 HIGHWAY PLANTING LS 13,260.0000 13,260.00 1.000 13,260.00 S) 55 STRAW (EROSION CONTROL) TONN 918.0000 119,340.00 36.570 33,571.26 S) 56 EROSION CONTROL (DRILL SEED) HA 5,535.0000 38,745.00 0.000 0.00 S) 57 FIBER (EROSION CONTROL) KG 0.7100 12,780.00 5,487.340 3,896.01 S) 58 FIBER ROLLS M 5.1800 36,104.60 5,685.000 29,448.30 S) 59 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 510.0000 2,550.00 2.000 1,020.00 S) 60 PURE LIVE SEED (EROSION CONTROL) KG 76.4000 71,816.00 1,118.400 85,445.76 S) 61 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 1.1800 10,620.00 2,766.000 3,263.88 S) 62 STABILIZING EMULSION (EROSION CONTROL) KG 1.2500 5,250.00 1,300.600 1,625.75 S) 63 PLANT ESTABLISHMENT WORK LS 5,100.0000 5,100.00 0.000 0.00 S) 64 IRRIGATION SYSTEM LS 18,023.4000 18,023.40 1.000 18,023.40 S) 65 CLASS 2 AGGREGATE BASE M3 43.9000 785,810.00 520.450 22,847.76 16,096.950 706,656.11 66 LEAN CONCRETE BASE M3 101.0000 2,201,800.00 17,894.450 1,807,339.45 67 ASPHALT CONCRETE (TYPE B) TONN 72.6500 2,382,920.00 1,412.000 102,581.80 25,098.070 1,823,374.79 68 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 30.2500 32,065.00 616.000 18,634.00 854.000 25,833.50 AREA) 69 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 3.0000 201.00 0.000 0.00 70 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 3.0000 9,780.00 2,731.000 8,193.00 71 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 3.0000 3,060.00 135.000 405.00 72 ASPHALTIC EMULSION (PAINT BINDER) TONN 868.0000 32,116.00 21.570 18,722.76 73 CONCRETE PAVEMENT M3 170.3500 6,677,720.00 1,363.000 232,187.05 30,790.600 5,245,178.71 74 SEAL PAVEMENT JOINT M 3.5700 245,259.00 17,020.000 60,761.40 50,108.780 178,888.34 75 FURNISH PILING (CLASS 900) M 265.2000 307,632.00 450.520 119,477.90 (ALTERNATIVE W) 76 DRIVE PILE (CLASS 900) (ALTERNATIVE W) EA 1,777.0000 142,160.00 32.000 56,864.00 S) PROGRAM CAS145 PAGE 4 DATE 06/15/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-414814 TIME 01:42 PM ESTIMATE NO. 14 BID OPENING 03/04/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/12/09 R.E. NAME: SAYED HASHEMYAN DATE OF THIS ESTIMATE 06/15/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 FURNISH PILING (CLASS 625) M 204.0000 368,220.00 181.860 37,099.44 1,453.060 296,424.24 (ALTERNATIVE W) 78 DRIVE PILE (CLASS 625) (ALTERNATIVE W) EA 1,777.0000 183,031.00 13.000 23,101.00 187.000 332,299.00 S) 79 FURNISH PILING (CLASS 400) M 178.5000 111,562.50 72.040 12,859.14 72.040 12,859.14 (ALTERNATIVE W) 80 DRIVE PILE (CLASS 400) (ALTERNATIVE W) EA 1,530.0000 70,380.00 8.000 12,240.00 8.000 12,240.00 S) 81 PRESTRESSING CAST-IN-PLACE CONCRETE LS 127,500.0000 127,500.00 0.670 85,425.00 S) 82 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 734.4000 290,088.00 117.000 85,924.80 257.000 188,740.80 F) 83 STRUCTURAL CONCRETE, BRIDGE M3 734.4000 1,512,864.00 1,220.000 895,968.00 F) 84 STRUCTURAL CONCRETE, APPROACH SLAB M3 734.4000 150,552.00 145.360 106,752.38 F) (TYPE N) 85 MINOR CONCRETE (MINOR STRUCTURE) M3 1,155.0000 80,850.00 47.150 54,458.25 F) 86 MINOR CONCRETE (SOUND WALL) M3 507.8000 411,318.00 264.300 134,211.54 87 ARCHITECTURAL SURFACE M2 204.0000 59,160.00 39.000 7,956.00 F) (COBBLESTONE) 88 SOUND WALL (MASONRY BLOCK) M2 212.0000 834,644.00 995.000 210,940.00 3,736.300 792,095.60 F) 89 JOINT SEAL ASSEMBLY (MR 70 MM) M 510.0000 25,500.00 0.000 0.00 S) 90 JOINT SEAL (MR 50 MM) M 204.0000 7,752.00 0.000 0.00 S) 91 BAR REINFORCING STEEL (BRIDGE) KG 2.0400 614,040.00 14,345.000 29,263.80 170,345.000 347,503.80 SF) 92 HEADED BAR REINFORCEMENT EA 10.2000 4,080.00 400.000 4,080.00 SF) 93 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 14.8000 57,720.00 0.000 0.00 SF)WITH WALKWAY) 94 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 3.0600 11,934.00 0.000 0.00 SF)WITH WALKWAY) 95 FURNISH SIGN STRUCTURE (TRUSS) KG 11.6000 716,903.20 30,590.000 354,844.00 F) 96 INSTALL SIGN STRUCTURE (TRUSS) KG 0.5500 33,991.10 30,590.000 16,824.50 SF) 97 1372 MM CAST-IN-DRILLED-HOLE M 2,295.0000 55,080.00 11.600 26,622.00 S) CONCRETE PILE (SIGN FOUNDATION) 98 1524 MM CAST-IN-DRILLED-HOLE M 3,442.5000 141,142.50 20.110 69,228.68 S) CONCRETE PILE (SIGN FOUNDATION) 99 ROADSIDE SIGN - ONE POST EA 173.4000 8,496.60 4.000 693.60 00 ROADSIDE SIGN - TWO POST EA 306.0000 3,060.00 0.000 0.00 01 ROADSIDE SIGN - STEEL POST EA 224.4000 9,200.40 20.000 4,488.00 02 INSTALL ROADSIDE SIGN EA 1,326.0000 1,326.00 0.000 0.00 (LAMINATED WOOD BOX POST) 03 PREPARE AND STAIN CONCRETE M2 102.0000 29,580.00 0.000 0.00 S) PROGRAM CAS145 PAGE 5 DATE 06/15/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-414814 TIME 01:42 PM ESTIMATE NO. 14 BID OPENING 03/04/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/12/09 R.E. NAME: SAYED HASHEMYAN DATE OF THIS ESTIMATE 06/15/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 450 MM ALTERNATIVE PIPE CULVERT M 318.0000 3,816.00 5.200 1,653.60 05 600 MM ALTERNATIVE PIPE CULVERT M 259.0000 5,698.00 4.400 1,139.60 06 300 MM REINFORCED CONCRETE PIPE M 248.0000 8,432.00 0.000 0.00 07 600 MM REINFORCED CONCRETE PIPE M 237.7500 294,810.00 1,060.030 252,022.13 08 250 MM BITUMINOUS COATED CORRUGATED M 200.0000 40,000.00 132.000 26,400.00 STEEL PIPE (1.63 MM THICK) 09 FLUME DOWNDRAIN M 129.3000 21,981.00 150.800 19,498.44 10 TAPERED INLET EA 264.9000 10,596.00 42.000 11,125.80 11 300 MM ALTERNATIVE PIPE DOWNDRAIN M 135.8500 38,038.00 95.800 13,014.43 12 600 MM WELDED STEEL PIPE CASING (BRIDGE) M 510.0000 61,200.00 56.340 28,733.40 13 600 MM CONCRETE FLARED END SECTION EA 800.0000 26,400.00 26.000 20,800.00 14 300 MM ALTERNATIVE FLARED END SECTION EA 236.7500 4,261.50 8.000 1,894.00 15 450 MM ALTERNATIVE FLARED END SECTION EA 358.5500 1,792.75 2.000 717.10 16 600 MM ALTERNATIVE FLARED END SECTION EA 449.5500 1,798.20 2.000 899.10 17 ROCK SLOPE PROTECTION M3 150.0000 10,650.00 93.600 14,040.00 (FACING, METHOD B) 18 ROCK SLOPE PROTECTION M3 141.0000 18,330.00 22.300 3,144.30 (BACKING NO. 2, METHOD B) 19 SLOPE PAVING (CONCRETE) M3 663.0000 23,205.00 0.000 0.00 F) 20 SLOPE PAVING (EXPOSED AGGREGATE) M2 142.8000 101,388.00 0.000 0.00 F) 21 ROCK SLOPE PROTECTION FABRIC M2 9.7500 6,825.00 328.900 3,206.78 22 MINOR CONCRETE (CURB) M3 387.6000 1,085.28 2.800 1,085.28 23 MINOR CONCRETE (TEXTURED PAVING) M3 623.2500 130,882.50 113.713 70,871.63 24 FRAME AND GRATE EA 366.0000 36,600.00 60.000 21,960.00 S) 25 CHAIN LINK FENCE (TYPE CL-1.8) M 29.9500 263,260.50 4,011.800 120,153.41 S) 26 3.0 M CHAIN LINK GATE (TYPE CL-1.8) EA 816.0000 4,896.00 4.000 3,264.00 S) 27 DELINEATOR (CLASS 1) EA 35.7000 6,069.00 4.000 142.80 28 MILEPOST MARKER EA 40.8000 204.00 0.000 0.00 29 GUARD RAILING DELINEATOR EA 30.6000 3,978.00 10.000 306.00 30 OBJECT MARKER (TYPE P) EA 40.8000 326.40 0.000 0.00 PROGRAM CAS145 PAGE 6 DATE 06/15/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-414814 TIME 01:42 PM ESTIMATE NO. 14 BID OPENING 03/04/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/12/09 R.E. NAME: SAYED HASHEMYAN DATE OF THIS ESTIMATE 06/15/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 METAL BEAM GUARD RAILING (STEEL POST) M 71.1500 113,840.00 57.000 4,055.55 S) 32 METAL BEAM GUARD RAILING (WOOD POST) M 69.4000 38,170.00 0.000 0.00 S) 33 CHAIN LINK RAILING (TYPE 7L) M 265.2000 33,150.00 0.000 0.00 F) 34 DOUBLE METAL BEAM GUARD RAILING M 121.1500 3,755.65 0.000 0.00 S) (STEEL POST) 35 TRANSITION RAILING (TYPE WB) EA 3,519.0000 28,152.00 0.000 0.00 S) 36 RAIL TENSIONING ASSEMBLY EA 586.5000 1,173.00 0.000 0.00 S) 37 RETURN CAP (TYPE A) EA 96.9000 193.80 0.000 0.00 S) 38 END ANCHOR ASSEMBLY (TYPE SFT) EA 688.5000 11,704.50 6.000 4,131.00 S) 39 END ANCHOR ASSEMBLY (TYPE CA) EA 3,060.0000 6,120.00 0.000 0.00 S) 40 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,218.5000 39,933.00 5.000 11,092.50 S) 41 CRASH CUSHION, SAND FILLED EA 2,040.0000 4,080.00 0.000 0.00 S) 42 CONCRETE BARRIER (TYPE 732 MODIFIED) M 362.1000 147,374.70 191.000 69,161.10 F) 43 THERMOPLASTIC PAVEMENT MARKING M2 35.7000 4,641.00 0.000 0.00 S) 44 THERMOPLASTIC TRAFFIC STRIPE M 0.5600 30,856.00 0.000 0.00 S) (SPRAYABLE) 45 PAINT TRAFFIC STRIPE (2-COAT) M 0.3600 7,164.00 0.000 0.00 S) 46 PAINT PAVEMENT MARKING (2-COAT) M2 20.4000 2,448.00 0.000 0.00 S) 47 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.0400 10,240.80 412.000 840.48 S) 48 LIGHTING LS 42,330.0000 42,330.00 0.850 35,980.50 S) 49 LIGHTING AND SIGN ILLUMINATION LS 377,910.0000 377,910.00 0.700 264,537.00 S) 50 CHANGEABLE MESSAGE SIGN SYSTEM LS 35,700.0000 35,700.00 0.600 21,420.00 S) (LOCATION 1) 51 CHANGEABLE MESSAGE SIGN SYSTEM LS 35,700.0000 35,700.00 0.250 8,925.00 S) (LOCATION 2) 52 TRAFFIC MONITORING STATION (LOCATION 1) LS 33,660.0000 33,660.00 0.000 0.00 S) 53 TRAFFIC MONITORING STATION (LOCATION 2) LS 42,840.0000 42,840.00 0.340 14,565.60 S) 54 CLOSED CIRCUIT TELEVISION SYSTEM LS 45,900.0000 45,900.00 0.000 0.00 S) 55 FIBER OPTIC SYSTEM LS 197,880.0000 197,880.00 0.100 19,788.00 S) 56 WEATHER MONITORING STATION LS 30,600.0000 30,600.00 0.000 0.00 S) PROGRAM CAS145 PAGE 7 DATE 06/15/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-414814 TIME 01:42 PM ESTIMATE NO. 14 BID OPENING 03/04/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/12/09 R.E. NAME: SAYED HASHEMYAN DATE OF THIS ESTIMATE 06/15/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 912,665.89 19,547,155.66 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 414,168.69 1,002,774.55 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,326,834.58 20,549,930.21 57 MOBILIZATION LS 3000,000.0000 3,000,000.00 1.000 3,000,000.00 ORIGINAL CONTRACT AMOUNT 30,526,644.48 TOTAL WORK COMPLETED 1,326,834.58 23,549,930.21 MATERIALS ON HAND ON SITE 934,028.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 1,326,834.58 24,483,958.21 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 04/07/08 550 04/21/08 04/21/08 08/23/10 259 27 6 0 74% 85% PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDEN BECAU CCO SAYED HASHEMYAN RESIDENT ENGINEER PROGRAM CAS145 DATE 06/15/09