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 12/21/09 EST. NO.20 TIME 10:05 AM 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 --------------------------------------------------------------------------- 004 0033 3,845.16 E.W. @ F.A.(+) 080609 N 1 0 0034 3,485.01 080709 N 2 0 0035 1,960.33 081009 N 3 0 0036 1,166.27 081309 N 4 0 0037 625.22 081409 N 5 0 0038 2,273.81 030609 N 6 0 029 0001 -5,000.00 A.C. @ L.S.(-) 110409 N 0001 0 8,355.80 TOTAL THIS ESTIMATE 1,164,329.42 TOTAL PREVIOUS ESTIMATE 1,172,685.22 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 12/21/09 EST. NO.20 TIME 10:05 AM R.E. NAME: SAYED HASHEMYAN 10-414814 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE NONE COMPLIANCE PCC -2,450.00 17 0.00 -2,450.00 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 MISSING PAYROLLS -10,000.00 17 MISSING PAYROLLS -10,000.00 18 REC'ED PAYR# 17 10,000.00 18 REC'ED PAYROLLS 10,000.00 19 0.00 0.00 TOTAL DEDUCTIONS 0.00 -2,450.00 PROGRAM CAS145 PAGE 1 DATE 12/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-414814 TIME 10:05 AM ESTIMATE NO. 20 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 12/19/09 R.E. NAME: SAYED HASHEMYAN DATE OF THIS ESTIMATE 12/21/09 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 18.000 49,860.00 373.000 1,033,210.00 03 CONSTRUCTION SITE MANAGEMENT LS 5,000.0000 5,000.00 0.853 4,265.00 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 12.000 16,200.00 09 TEMPORARY CONSTRUCTION ENTRANCE EA 2,400.0000 16,800.00 1.000 2,400.00 15.000 36,000.00 10 TEMPORARY COVER M2 1.6300 1,630.00 750.000 1,222.50 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 0.615 24,077.25 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 0.200 9,680.00 0.745 36,058.00 S) 16 TYPE III BARRICADE EA 40.8000 3,223.20 133.000 5,426.40 S) 17 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.5100 9,384.00 16,968.000 8,653.68 S) 18 CHANNELIZER (SURFACE MOUNTED) EA 30.6000 6,732.00 187.000 5,722.20 S) 19 TEMPORARY PAVEMENT MARKER EA 2.0400 5,161.20 1,225.000 2,499.00 S) 20 PORTABLE CHANGEABLE MESSAGE SIGN LS 43,315.0000 43,315.00 0.220 9,529.30 0.805 34,868.58 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 8,928.000 191,952.00 PROGRAM CAS145 PAGE 2 DATE 12/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-414814 TIME 10:05 AM ESTIMATE NO. 20 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 12/19/09 R.E. NAME: SAYED HASHEMYAN DATE OF THIS ESTIMATE 12/21/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 30,345.00 140.000 24,990.00 S) 24 TEMPORARY TRAFFIC SCREEN M 4.2000 42,420.00 8,607.000 36,149.40 25 ABANDON CULVERT M 26.6000 95,228.00 5.000 133.00 3,659.500 97,342.70 26 ABANDON PIPELINE M 3.2000 14,400.00 4,500.000 14,400.00 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 9.000 1,350.00 31 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 1.2800 7,833.60 5,856.000 7,495.68 S) 32 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 1.2800 6,784.00 7,025.000 8,992.00 S) STRIPE 33 REMOVE PAINTED TRAFFIC STRIPE M 1.0200 7,813.20 8,971.000 9,150.42 S) 34 REMOVE PAINTED PAVEMENT MARKING M2 5.1000 66.30 17.840 90.98 S) 35 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.0200 5,936.40 3,505.000 3,575.10 S) 36 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 10.2000 2,346.00 149.900 1,528.98 S) 37 REMOVE PAVEMENT MARKER EA 1.0200 1,060.80 1,011.000 1,031.22 S) 38 REMOVE CHANNELIZERS (SURFACE MOUNTED) EA 10.0000 2,100.00 271.000 2,710.00 39 REMOVE ROADSIDE SIGN EA 40.8000 2,733.60 34.000 1,387.20 40 REMOVE SIGN STRUCTURE EA 3,876.0000 3,876.00 1.000 3,876.00 S) 41 REMOVE INLET EA 270.0000 13,230.00 1.000 270.00 49.000 13,230.00 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 28,000.000 189,000.00 283,899.720 1,916,323.11 49 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 S) PROGRAM CAS145 PAGE 3 DATE 12/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-414814 TIME 10:05 AM ESTIMATE NO. 20 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 12/19/09 R.E. NAME: SAYED HASHEMYAN DATE OF THIS ESTIMATE 12/21/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.050 7.65 1,178.000 180,234.00 F) 51 STRUCTURE BACKFILL (BRIDGE) M3 96.9000 109,497.00 87.140 8,443.87 587.139 56,893.77 F) 52 IMPORTED BORROW M3 10.0000 1,660,000.00 152,155.000 1,521,550.00 53 IMPORTED MATERIAL (SHOULDER BACKING) TONN 37.0000 80,290.00 2,170.000 80,290.00 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 8.750 8,032.50 85.840 78,801.12 S) 56 EROSION CONTROL (DRILL SEED) HA 5,535.0000 38,745.00 5.574 30,852.09 S) 57 FIBER (EROSION CONTROL) KG 0.7100 12,780.00 1,500.000 1,065.00 14,388.340 10,215.72 S) 58 FIBER ROLLS M 5.1800 36,104.60 10,435.000 54,053.30 S) 59 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 510.0000 2,550.00 4.000 2,040.00 S) 60 PURE LIVE SEED (EROSION CONTROL) KG 76.4000 71,816.00 78.250 5,978.30 781.840 59,732.58 S) 61 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 1.1800 10,620.00 750.000 885.00 7,495.000 8,844.10 S) 62 STABILIZING EMULSION (EROSION CONTROL) KG 1.2500 5,250.00 350.000 437.50 3,842.000 4,802.50 S) 63 PLANT ESTABLISHMENT WORK LS 5,100.0000 5,100.00 0.500 2,550.00 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 20,968.950 920,536.91 66 LEAN CONCRETE BASE M3 101.0000 2,201,800.00 20,061.410 2,026,202.41 67 ASPHALT CONCRETE (TYPE B) TONN 72.6500 2,382,920.00 34,313.130 2,492,848.89 68 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 30.2500 32,065.00 854.000 25,833.50 AREA) 69 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 3.0000 201.00 67.000 201.00 70 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 3.0000 9,780.00 3,319.000 9,957.00 71 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 3.0000 3,060.00 873.000 2,619.00 72 ASPHALTIC EMULSION (PAINT BINDER) TONN 868.0000 32,116.00 28.580 24,807.44 73 CONCRETE PAVEMENT M3 170.3500 6,677,720.00 35,136.000 5,985,417.60 74 SEAL PAVEMENT JOINT M 3.5700 245,259.00 56,483.780 201,647.09 75 FURNISH PILING (CLASS 900) M 265.2000 307,632.00 1,144.430 303,502.84 (ALTERNATIVE W) 76 DRIVE PILE (CLASS 900) (ALTERNATIVE W) EA 1,777.0000 142,160.00 80.000 142,160.00 S) PROGRAM CAS145 PAGE 4 DATE 12/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-414814 TIME 10:05 AM ESTIMATE NO. 20 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 12/19/09 R.E. NAME: SAYED HASHEMYAN DATE OF THIS ESTIMATE 12/21/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,813.335 369,920.34 (ALTERNATIVE W) 78 DRIVE PILE (CLASS 625) (ALTERNATIVE W) EA 1,777.0000 183,031.00 103.156 183,308.21 S) 79 FURNISH PILING (CLASS 400) M 178.5000 111,562.50 626.770 111,878.45 (ALTERNATIVE W) 80 DRIVE PILE (CLASS 400) (ALTERNATIVE W) EA 1,530.0000 70,380.00 46.000 70,380.00 S) 81 PRESTRESSING CAST-IN-PLACE CONCRETE LS 127,500.0000 127,500.00 0.100 12,750.00 0.770 98,175.00 S) 82 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 734.4000 290,088.00 382.000 280,540.80 F) 83 STRUCTURAL CONCRETE, BRIDGE M3 734.4000 1,512,864.00 1,567.450 1,151,135.28 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 4.070 4,700.85 69.430 80,191.65 F) 86 MINOR CONCRETE (SOUND WALL) M3 507.8000 411,318.00 264.000 134,059.20 87 ARCHITECTURAL SURFACE M2 204.0000 59,160.00 206.000 42,024.00 F) (COBBLESTONE) 88 SOUND WALL (MASONRY BLOCK) M2 212.0000 834,644.00 3,937.000 834,644.00 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 10,000.000 20,400.00 245,784.000 501,399.36 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 3,900.000 57,720.00 SF)WITH WALKWAY) 94 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 3.0600 11,934.00 3,900.000 11,934.00 SF)WITH WALKWAY) 95 FURNISH SIGN STRUCTURE (TRUSS) KG 11.6000 716,903.20 31,212.000 362,059.20 61,802.000 716,903.20 F) 96 INSTALL SIGN STRUCTURE (TRUSS) KG 0.5500 33,991.10 31,212.000 17,166.60 61,802.000 33,991.10 SF) 97 1372 MM CAST-IN-DRILLED-HOLE M 2,295.0000 55,080.00 23.200 53,244.00 S) CONCRETE PILE (SIGN FOUNDATION) 98 1524 MM CAST-IN-DRILLED-HOLE M 3,442.5000 141,142.50 40.220 138,457.35 S) CONCRETE PILE (SIGN FOUNDATION) 99 ROADSIDE SIGN - ONE POST EA 173.4000 8,496.60 27.000 4,681.80 31.000 5,375.40 00 ROADSIDE SIGN - TWO POST EA 306.0000 3,060.00 9.000 2,754.00 9.000 2,754.00 01 ROADSIDE SIGN - STEEL POST EA 224.4000 9,200.40 11.000 2,468.40 31.000 6,956.40 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 80.000 8,160.00 S) PROGRAM CAS145 PAGE 5 DATE 12/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-414814 TIME 10:05 AM ESTIMATE NO. 20 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 12/19/09 R.E. NAME: SAYED HASHEMYAN DATE OF THIS ESTIMATE 12/21/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 12.000 3,816.00 05 600 MM ALTERNATIVE PIPE CULVERT M 259.0000 5,698.00 21.800 5,646.20 06 300 MM REINFORCED CONCRETE PIPE M 248.0000 8,432.00 33.200 8,233.60 07 600 MM REINFORCED CONCRETE PIPE M 237.7500 294,810.00 91.030 21,642.38 1,245.260 296,060.57 08 250 MM BITUMINOUS COATED CORRUGATED M 200.0000 40,000.00 178.000 35,600.00 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 38,038.00 230.000 31,245.50 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 5.000 4,000.00 31.000 24,800.00 14 300 MM ALTERNATIVE FLARED END SECTION EA 236.7500 4,261.50 8.000 1,894.00 16.000 3,788.00 15 450 MM ALTERNATIVE FLARED END SECTION EA 358.5500 1,792.75 5.000 1,792.75 16 600 MM ALTERNATIVE FLARED END SECTION EA 449.5500 1,798.20 3.000 1,348.65 5.000 2,247.75 17 ROCK SLOPE PROTECTION M3 150.0000 10,650.00 30.700 4,605.00 65.800 9,870.00 (FACING, METHOD B) 18 ROCK SLOPE PROTECTION M3 141.0000 18,330.00 102.300 14,424.30 124.600 17,568.60 (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 6,825.00 330.500 3,222.38 659.400 6,429.15 22 MINOR CONCRETE (CURB) M3 387.6000 1,085.28 2.800 1,085.28 23 MINOR CONCRETE (TEXTURED PAVING) M3 623.2500 130,882.50 210.013 130,890.60 24 FRAME AND GRATE EA 366.0000 36,600.00 7.000 2,562.00 99.000 36,234.00 S) 25 CHAIN LINK FENCE (TYPE CL-1.8) M 29.9500 263,260.50 8,238.300 246,737.09 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 91.000 3,248.70 95.000 3,391.50 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 12/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-414814 TIME 10:05 AM ESTIMATE NO. 20 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 12/19/09 R.E. NAME: SAYED HASHEMYAN DATE OF THIS ESTIMATE 12/21/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,624.490 115,582.46 1,681.490 119,638.01 S) 32 METAL BEAM GUARD RAILING (WOOD POST) M 69.4000 38,170.00 502.290 34,858.93 502.290 34,858.93 S) 33 CHAIN LINK RAILING (TYPE 7L) M 265.2000 33,150.00 210.000 55,692.00 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 4.000 14,076.00 4.000 14,076.00 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 2.000 193.80 2.000 193.80 S) 38 END ANCHOR ASSEMBLY (TYPE SFT) EA 688.5000 11,704.50 13.000 8,950.50 19.000 13,081.50 S) 39 END ANCHOR ASSEMBLY (TYPE CA) EA 3,060.0000 6,120.00 2.000 6,120.00 2.000 6,120.00 S) 40 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,218.5000 39,933.00 15.000 33,277.50 20.000 44,370.00 S) 41 CRASH CUSHION, SAND FILLED EA 2,040.0000 4,080.00 2.000 4,080.00 2.000 4,080.00 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 4,641.00 100.860 3,600.70 S) 44 THERMOPLASTIC TRAFFIC STRIPE M 0.5600 30,856.00 71,308.000 39,932.48 S) (SPRAYABLE) 45 PAINT TRAFFIC STRIPE (2-COAT) M 0.3600 7,164.00 15,160.000 5,457.60 S) 46 PAINT PAVEMENT MARKING (2-COAT) M2 20.4000 2,448.00 86.220 1,758.89 S) 47 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.0400 10,240.80 5,117.000 10,438.68 S) 48 LIGHTING LS 42,330.0000 42,330.00 0.950 40,213.50 S) 49 LIGHTING AND SIGN ILLUMINATION LS 377,910.0000 377,910.00 0.900 340,119.00 S) 50 CHANGEABLE MESSAGE SIGN SYSTEM LS 35,700.0000 35,700.00 0.900 32,130.00 S) (LOCATION 1) 51 CHANGEABLE MESSAGE SIGN SYSTEM LS 35,700.0000 35,700.00 0.630 22,491.00 S) (LOCATION 2) 52 TRAFFIC MONITORING STATION (LOCATION 1) LS 33,660.0000 33,660.00 0.880 29,620.80 S) 53 TRAFFIC MONITORING STATION (LOCATION 2) LS 42,840.0000 42,840.00 0.900 38,556.00 S) 54 CLOSED CIRCUIT TELEVISION SYSTEM LS 45,900.0000 45,900.00 0.630 28,917.00 S) 55 FIBER OPTIC SYSTEM LS 197,880.0000 197,880.00 0.950 187,986.00 S) 56 WEATHER MONITORING STATION LS 30,600.0000 30,600.00 0.370 11,322.00 S) PROGRAM CAS145 PAGE 7 DATE 12/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-414814 TIME 10:05 AM ESTIMATE NO. 20 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 12/19/09 R.E. NAME: SAYED HASHEMYAN DATE OF THIS ESTIMATE 12/21/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 986,789.57 25,127,046.77 ADJUSTMENT OF COMPENSATION -5,000.00 -30,787.79 EXTRA WORK 13,355.80 1,203,473.01 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 995,145.37 26,299,731.99 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 995,145.37 29,299,731.99 MATERIALS ON HAND ON SITE 121,251.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -2,450.00 TOTAL 995,145.37 29,418,532.99 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 08/24/10 387 29 6 0 PLANT ESTABLISHMENT PERI PROGRESS IS SATISFACTORY SAYED HASHEMYAN RESIDENT ENGINEER PROGRAM CAS145 DATE 12/21/09