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 03/23/10 EST. NO.23 TIME 09:55 AM R.E. NAME: VIRK, KEWAL 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 --------------------------------------------------------------------------- 001 0053 468.67 E.W. @ F.A.(+) 121609 N 0269.0 0054 212.08 121509 N 0270.0 025 0015 -57,191.14 A.C. @ U.P.(-) 032210 N 2A 0 -56,510.39 TOTAL THIS ESTIMATE 1,229,151.98 TOTAL PREVIOUS ESTIMATE 1,172,641.59 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 03/23/10 EST. NO.23 TIME 09:55 AM R.E. NAME: VIRK, KEWAL 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 MISSING PAYROLLS -10,000.00 22 0.00 -10,000.00 TOTAL DEDUCTIONS 0.00 -12,450.00 PROGRAM CAS145 PAGE 1 DATE 03/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-414814 TIME 09:55 AM ESTIMATE NO. 23 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 03/20/10 R.E. NAME: VIRK, KEWAL DATE OF THIS ESTIMATE 03/23/10 LOCATION 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 55,400.00 433.000 1,199,410.00 03 CONSTRUCTION SITE MANAGEMENT LS 5,000.0000 5,000.00 0.047 235.00 1.000 5,000.00 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 15.000 36,000.00 10 TEMPORARY COVER M2 1.6300 1,630.00 250.000 407.50 1,000.000 1,630.00 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 0.915 35,822.25 14 CONSTRUCTION AREA SIGNS LS 17,340.0000 17,340.00 0.840 14,565.60 S) 15 TRAFFIC CONTROL SYSTEM LS 48,400.0000 48,400.00 0.055 2,662.00 1.000 48,400.00 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 0.905 39,200.08 S) 21 PORTABLE RADAR TRAILER LS 16,425.0000 16,425.00 1.000 16,425.00 S) 22 TEMPORARY RAILING (TYPE K) M 21.5000 217,150.00 8,928.000 191,952.00 PROGRAM CAS145 PAGE 2 DATE 03/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-414814 TIME 09:55 AM ESTIMATE NO. 23 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 03/20/10 R.E. NAME: VIRK, KEWAL DATE OF THIS ESTIMATE 03/23/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 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 2.000 81.60 36.000 1,468.80 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 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 1,552,500.00 281,999.720 1,903,498.11 49 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 S) PROGRAM CAS145 PAGE 3 DATE 03/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-414814 TIME 09:55 AM ESTIMATE NO. 23 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 03/20/10 R.E. NAME: VIRK, KEWAL DATE OF THIS ESTIMATE 03/23/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,178.000 180,234.00 F) 51 STRUCTURE BACKFILL (BRIDGE) M3 96.9000 109,497.00 450.000 43,605.00 1,080.939 104,742.99 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 4.200 3,855.60 90.040 82,656.72 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 12,780.00 720.000 511.20 15,378.340 10,918.62 S) 58 FIBER ROLLS M 5.1800 36,104.60 1.000 5.18 10,436.000 54,058.48 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 37.560 2,869.58 833.490 63,678.64 S) 61 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 1.1800 10,620.00 360.000 424.80 7,990.000 9,428.20 S) 62 STABILIZING EMULSION (EROSION CONTROL) KG 1.2500 5,250.00 168.000 210.00 4,073.000 5,091.25 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 03/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-414814 TIME 09:55 AM ESTIMATE NO. 23 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 03/20/10 R.E. NAME: VIRK, KEWAL DATE OF THIS ESTIMATE 03/23/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 127,500.00 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 12.000 8,812.80 1,978.530 1,453,032.43 F) 84 STRUCTURAL CONCRETE, APPROACH SLAB M3 734.4000 150,552.00 37.000 27,172.80 182.360 133,925.18 F) (TYPE N) 85 MINOR CONCRETE (MINOR STRUCTURE) M3 1,155.0000 80,850.00 2.020 2,333.10 71.450 82,524.75 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 18,417.000 37,570.68 307,177.000 626,641.08 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 61,802.000 716,903.20 F) 96 INSTALL SIGN STRUCTURE (TRUSS) KG 0.5500 33,991.10 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 31.000 5,375.40 00 ROADSIDE SIGN - TWO POST EA 306.0000 3,060.00 9.000 2,754.00 01 ROADSIDE SIGN - STEEL POST EA 224.4000 9,200.40 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 03/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-414814 TIME 09:55 AM ESTIMATE NO. 23 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 03/20/10 R.E. NAME: VIRK, KEWAL DATE OF THIS ESTIMATE 03/23/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,245.260 296,060.57 08 250 MM BITUMINOUS COATED CORRUGATED M 200.0000 40,000.00 182.570 36,514.00 STEEL PIPE (1.63 MM THICK) 09 FLUME DOWNDRAIN M 129.3000 21,981.00 153.820 19,888.93 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 47.000 6,384.95 277.000 37,630.45 12 600 MM WELDED STEEL PIPE CASING (BRIDGE) M 510.0000 61,200.00 55.780 28,447.80 112.120 57,181.20 13 600 MM CONCRETE FLARED END SECTION EA 800.0000 26,400.00 31.000 24,800.00 14 300 MM ALTERNATIVE FLARED END SECTION EA 236.7500 4,261.50 2.000 473.50 18.000 4,261.50 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 5.000 2,247.75 17 ROCK SLOPE PROTECTION M3 150.0000 10,650.00 65.800 9,870.00 (FACING, METHOD B) 18 ROCK SLOPE PROTECTION M3 141.0000 18,330.00 5.400 761.40 130.000 18,330.00 (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 20.400 198.90 679.800 6,628.05 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 2.000 732.00 101.000 36,966.00 S) 25 CHAIN LINK FENCE (TYPE CL-1.8) M 29.9500 263,260.50 8,732.900 261,550.36 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 95.000 3,391.50 28 MILEPOST MARKER EA 40.8000 204.00 12.000 489.60 12.000 489.60 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 03/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-414814 TIME 09:55 AM ESTIMATE NO. 23 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 03/20/10 R.E. NAME: VIRK, KEWAL DATE OF THIS ESTIMATE 03/23/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,681.490 119,638.01 S) 32 METAL BEAM GUARD RAILING (WOOD POST) M 69.4000 38,170.00 502.290 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 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 S) 38 END ANCHOR ASSEMBLY (TYPE SFT) EA 688.5000 11,704.50 19.000 13,081.50 S) 39 END ANCHOR ASSEMBLY (TYPE CA) EA 3,060.0000 6,120.00 2.000 6,120.00 S) 40 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,218.5000 39,933.00 20.000 44,370.00 S) 41 CRASH CUSHION, SAND FILLED EA 2,040.0000 4,080.00 2.000 4,080.00 S) 42 CONCRETE BARRIER (TYPE 732 MODIFIED) M 362.1000 147,374.70 176.470 63,899.79 367.470 133,060.89 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 0.010 423.30 0.960 40,636.80 S) 49 LIGHTING AND SIGN ILLUMINATION LS 377,910.0000 377,910.00 0.050 18,895.50 0.970 366,572.70 S) 50 CHANGEABLE MESSAGE SIGN SYSTEM LS 35,700.0000 35,700.00 0.020 714.00 0.970 34,629.00 S) (LOCATION 1) 51 CHANGEABLE MESSAGE SIGN SYSTEM LS 35,700.0000 35,700.00 0.240 8,568.00 0.970 34,629.00 S) (LOCATION 2) 52 TRAFFIC MONITORING STATION (LOCATION 1) LS 33,660.0000 33,660.00 0.020 673.20 0.970 32,650.20 S) 53 TRAFFIC MONITORING STATION (LOCATION 2) LS 42,840.0000 42,840.00 0.020 856.80 0.970 41,554.80 S) 54 CLOSED CIRCUIT TELEVISION SYSTEM LS 45,900.0000 45,900.00 0.150 6,885.00 0.850 39,015.00 S) 55 FIBER OPTIC SYSTEM LS 197,880.0000 197,880.00 0.960 189,964.80 S) 56 WEATHER MONITORING STATION LS 30,600.0000 30,600.00 0.500 15,300.00 0.970 29,682.00 S) PROGRAM CAS145 PAGE 7 DATE 03/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-414814 TIME 09:55 AM ESTIMATE NO. 23 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 03/20/10 R.E. NAME: VIRK, KEWAL DATE OF THIS ESTIMATE 03/23/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 339,860.58 26,058,350.35 ADJUSTMENT OF COMPENSATION -57,191.14 -87,978.93 EXTRA WORK 680.75 1,260,620.52 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 283,350.19 27,230,991.94 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 283,350.19 30,230,991.94 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -12,450.00 TOTAL 283,350.19 30,218,541.94 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 09/08/10 438 39 6 0 PLANT ESTABLISHMENT PERI PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDEN BECAU CCO VIRK, KEWAL RESIDENT ENGINEER PROGRAM CAS145 DATE 03/23/10