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 07/21/10 EST. NO.23 TIME 11:32 AM R.E. NAME: BOUZID, SALAH 03-2A9404 --------------------------------------------------------------------------- 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 0219 403.78 E.W. @ F.A.(+) 051310 N 0506 0 0220 1,108.44 051310 N 506S 0 0233 504.95 060710 N 0527 0 0234 466.59 060310 N 0525 0 0235 924.93 060710 N 0528 0 0236 504.95 060810 N 0529 0 0237 408.27 060910 N 0532 0 0240 174.98 061010 N 0536 0 0241 874.86 061110 N 0539 0 0242 1,068.23 061410 N 0543 0 0243 776.60 061510 N 0548 0 0244 2,003.82 061610 N 0552 0 0245 1,644.49 061710 N 0554 0 0246 466.59 061810 N 0555 0 0247 1,464.75 061610 N 0550 0 0248 1,591.55 062110 N 0560 0 0249 1,764.95 062210 N 0561 0 0250 2,255.97 062410 N 0567 0 0251 1,049.82 062510 N 0568 0 0252 1,959.09 062310 N 0566 0 0253 1,975.09 062810 N 0576 0 0254 204.14 062910 N 0579 0 007 0013 566.09 E.W. @ F.A.(+) 060710 N 0526 0 0014 1,129.46 061010 N 0534 0 0015 978.77 062410 N 0564 0 009 0048 2,613.44 E.W. @ F.A.(+) 062409 N 0171 0 0048-1 -2,613.44 062409 N 0171 0 DAO CORRECTING ENTRY 0049 685.05 061109 N 0135 0 0049-1 -685.05 061109 N 0135 0 DAO CORRECTING ENTRY 0050 4,385.17 061509 N 0145 0 0050-1 -4,385.17 061509 N 0145 0 DAO CORRECTING ENTRY 0051 1,388.75 061809 N 0141 0 0051-1 -1,388.75 061809 N 0141 0 DAO CORRECTING ENTRY 014 0004 1,512.46 E.W. @ F.A.(+) 061810 N 0556 0 0005 945.16 062110 N 0559 0 016 0005 463.59 E.W. @ F.A.(+) 072309 N 0248 0 038 0004 647.19 E.W. @ F.A.(+) 061810 N 0558 0 039 0003 904.67 E.W. @ F.A.(+) 101909 N 0397 0 0005 2,726.98 102609 N 0404 0 040 0002 6,771.67 E.W. @ F.A.(+) 091709 N 335B 0 0003 8,571.78 091809 N 335A 0 056 0001 1,570.17 E.W. @ F.A.(+) 060110 N 0519 0 0002 3,441.17 060210 N 0520 0 0005 1,204.07 060910 N 0531 0 0006 3,438.59 061010 N 0537 0 0007 1,138.57 061110 N 0540 0 0009 2,101.62 061410 Y 0544 0 0010 902.62 061510 Y 0545 0 0011 3,074.98 061510 N 0546 0 0012 1,656.75 061610 N 0551 0 0013 828.39 061710 N 0557 0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 07/21/10 EST. NO.23 TIME 11:32 AM R.E. NAME: BOUZID, SALAH 03-2A9404 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 68,171.59 TOTAL THIS ESTIMATE 1,016,002.29 TOTAL PREVIOUS ESTIMATE 1,084,173.88 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 07/21/10 EST. NO.23 TIME 11:32 AM R.E. NAME: BOUZID, SALAH 03-2A9404 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION PER LTR DATED 07/09 -7,000.00 11 RETURN 7/09 DEDUCT 7,000.00 14 PER LTR DATED 7/2010 -5,000.00 23 -5,000.00 -5,000.00 TOTAL DEDUCTIONS -5,000.00 -5,000.00 PROGRAM CAS145 PAGE 1 DATE 07/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2A9404 TIME 11:32 AM ESTIMATE NO. 23 BID OPENING 05/13/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/10 R.E. NAME: BOUZID, SALAH DATE OF THIS ESTIMATE 07/21/10 LOCATION RERUN PROGRESS ESTIMATE 03-PLA-28-0.8/11.0 ----------------------- DIABLO CONTRACTORS INC IN PLACER COUNTY FROM 0.1 KM WEST 7 CROW CANYON COURT SUITE 100 OF TAHOE STATE PARK DRIVE TO 0.1 KM SAN RAMON CA 94583 EAST OF ROUTE 267 AND AT KINGS BEACH FED. AID NO. ACST-P028(9)E ,PH-P028(9)E RECONSTRUCT DRAINAGE FACILITIES ------------------------------------------------------------------------------------------------------------------------------------ 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 0.500 2,500.00 02 TIME-RELATED OVERHEAD WDAY 12,000.0000 4,680,000.00 20.000 240,000.00 197.000 2,364,000.00 03 TEMPORARY FENCE (TYPE CL-1.8) M 50.0000 35,500.00 114.000 5,700.00 601.400 30,070.00 04 TEMPORARY FENCE (TYPE ESA) M 10.0000 36,100.00 2,433.200 24,332.00 05 PROTECTION OF MIGRATORY BIRDS LS 10,000.0000 10,000.00 0.051 510.00 0.518 5,180.00 06 CONSTRUCTION SITE MANAGEMENT LS 400,000.0000 400,000.00 0.051 20,400.00 0.510 204,000.00 07 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 0.021 105.00 0.702 3,510.00 S) PREVENTION PLAN 08 DEWATERING AND NON-STORM WATER DISCHARGE LS 100,000.0000 100,000.00 0.051 5,100.00 0.504 50,400.00 CONTROL 09 TEMPORARY FIBER ROLL M 10.0000 46,700.00 6.000 60.00 2,087.040 20,870.40 10 TEMPORARY SILT FENCE M 10.0000 13,100.00 1,718.030 17,180.30 11 CLEAR WATER DIVERSION SYSTEM M 600.0000 10,800.00 42.000 25,200.00 12 TEMPORARY CONSTRUCTION ENTRANCE EA 1,500.0000 18,000.00 5.000 7,500.00 13 TEMPORARY COVER M2 5.0000 2,500.00 1,196.000 5,980.00 14 TEMPORARY DRAINAGE INLET PROTECTION EA 300.0000 12,300.00 8.000 2,400.00 18.000 5,400.00 15 TEMPORARY HYDRAULIC MULCH M2 2.0000 23,000.00 17,636.000 35,272.00 (POLYMER STABILIZED FIBER MATRIX) 16 STREET SWEEPING LS 100,000.0000 100,000.00 0.051 5,100.00 0.504 50,400.00 17 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 10,000.0000 10,000.00 0.051 510.00 0.504 5,040.00 18 CONSTRUCTION AREA SIGNS LS 20,000.0000 20,000.00 0.021 420.00 0.770 15,400.00 S) 19 TRAFFIC CONTROL SYSTEM LS 2000,000.0000 2,000,000.00 0.051 102,000.00 0.504 1,008,000.00 S) 20 TYPE III BARRICADE EA 100.0000 3,200.00 5.000 500.00 25.000 2,500.00 S) 21 TEMPORARY PAVEMENT MARKING (PAINT) M2 5.0000 3,000.00 306.810 1,534.05 S) 22 TEMPORARY TRAFFIC STRIPE (TAPE) M 4.0000 190,800.00 12,444.000 49,776.00 S) PROGRAM CAS145 PAGE 2 DATE 07/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2A9404 TIME 11:32 AM ESTIMATE NO. 23 BID OPENING 05/13/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/10 R.E. NAME: BOUZID, SALAH DATE OF THIS ESTIMATE 07/21/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.0000 51,500.00 39,944.250 39,944.25 S) 24 TRAFFIC PLASTIC DRUM EA 40.0000 18,000.00 52.000 2,080.00 230.000 9,200.00 S) 25 PORTABLE CHANGEABLE MESSAGE SIGN LS 80,000.0000 80,000.00 0.051 4,080.00 0.503 40,240.00 S) 26 TEMPORARY RAILING (TYPE K) M 100.0000 131,000.00 262.300 26,230.00 884.500 88,450.00 S) 27 TEMPORARY CRASH CUSHION MODULE EA 150.0000 46,500.00 33.000 4,950.00 198.000 29,700.00 S) 28 TEMPORARY CRASH CUSHION (ABSORB 350) EA 3,500.0000 126,000.00 12.000 42,000.00 30.000 105,000.00 S) 29 ABANDON CULVERT M 100.0000 14,000.00 42.600 4,260.00 92.600 9,260.00 30 REMOVE METAL BEAM GUARD RAILING M 30.0000 29,400.00 1,033.400 31,002.00 S) 31 REMOVE FLARED END SECTION EA 500.0000 3,000.00 9.000 4,500.00 S) 32 REMOVE WELL EA 2,500.0000 40,000.00 13.000 32,500.00 33 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 6.0000 30,900.00 1,415.520 8,493.12 S) STRIPE 34 REMOVE PAINTED TRAFFIC STRIPE M 5.0000 32,200.00 895.000 4,475.00 S) 35 REMOVE PAINTED PAVEMENT MARKING M2 30.0000 2,700.00 0.000 0.00 S) 36 REMOVE ROADSIDE SIGN EA 100.0000 25,000.00 18.000 1,800.00 37 REMOVE ROADSIDE SIGN PANEL EA 500.0000 3,000.00 0.000 0.00 38 REMOVE ASPHALT CONCRETE M3 40.0000 42,800.00 30.320 1,212.80 39 REMOVE ASPHALT CONCRETE DIKE M 10.0000 35,400.00 599.550 5,995.50 1,827.442 18,274.42 40 REMOVE GRATED LINE DRAIN M 220.0000 2,200.00 0.000 0.00 41 REMOVE CULVERT M 70.0000 118,300.00 85.530 5,987.10 1,126.120 78,828.40 42 REMOVE INLET EA 560.0000 34,160.00 7.000 3,920.00 28.000 15,680.00 43 REMOVE HEADWALL EA 1,200.0000 27,600.00 21.000 25,200.00 44 REMOVE SAND TRAP EA 2,900.0000 23,200.00 7.000 20,300.00 45 CLEANING, PREPARATION OF EXISTING PIPE M 250.0000 14,500.00 0.000 0.00 AND PRELIMINARY INSPECTION 46 REMOVE MANHOLE EA 1,200.0000 3,600.00 0.000 0.00 47 RECONSTRUCT FENCE (SPLIT RAIL) M 270.0000 6,210.00 0.000 0.00 S) 48 RECONSTRUCT FENCE (WIRE MESH) M 100.0000 1,800.00 0.000 0.00 S) 49 RESET PAVING BLOCKS M2 100.0000 11,000.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 07/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2A9404 TIME 11:32 AM ESTIMATE NO. 23 BID OPENING 05/13/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/10 R.E. NAME: BOUZID, SALAH DATE OF THIS ESTIMATE 07/21/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 RESET ROADSIDE SIGN EA 300.0000 9,000.00 2.000 600.00 51 ADJUST WATER VALVE COVER TO GRADE EA 350.0000 16,450.00 16.000 5,600.00 52 ADJUST INLET TO GRADE EA 700.0000 11,900.00 0.000 0.00 53 ADJUST MANHOLE TO GRADE EA 600.0000 84,000.00 37.000 22,200.00 54 ADJUST ELECTRICAL MANHOLE TO GRADE EA 2,100.0000 4,200.00 4.000 8,400.00 55 ADJUST STORM DRAIN MANHOLE TO GRADE EA 1,100.0000 4,400.00 0.000 0.00 56 ADJUST TELEPHONE MANHOLE TO GRADE EA 1,400.0000 28,000.00 7.000 9,800.00 57 ADJUST GAS VALVE COVER TO GRADE EA 650.0000 1,300.00 1.000 650.00 58 ADJUST UTILITY BOX TO GRADE EA 1,600.0000 9,600.00 0.000 0.00 (WATER/SEWER) 59 MODIFY PIPE INLET EA 2,300.0000 9,200.00 0.000 0.00 60 MODIFY MANHOLE EA 2,300.0000 32,200.00 0.000 0.00 61 800 MM PLASTIC PIPE-LINER M 600.0000 15,600.00 0.000 0.00 (SDR 32.5) 62 375 MM PLASTIC PIPE-LINER (SDR 32.5) M 300.0000 8,700.00 0.000 0.00 63 525 MM PLASTIC PIPE-LINER (SDR 32.5) M 500.0000 42,500.00 0.000 0.00 64 600 MM CURED-IN-PLACE PIPE LINER M 1,000.0000 18,000.00 0.000 0.00 65 750 MM CURED-IN-PLACE PIPE LINER M 1,200.0000 48,000.00 0.000 0.00 66 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.0000 318,000.00 52,361.000 104,722.00 S) 67 REMOVE CONCRETE M3 150.0000 2,100.00 0.500 75.00 68 CLEARING AND GRUBBING LS 100,000.0000 100,000.00 0.750 75,000.00 69 ROADWAY EXCAVATION M3 60.0000 618,000.00 532.362 31,941.72 4,083.928 245,035.68 70 ROADWAY EXCAVATION (BIOSWALE) M3 70.0000 205,800.00 2,940.000 205,800.00 71 SOIL REINFORCEMENT M2 100.0000 95,000.00 196.400 19,640.00 72 LEAD COMPLIANCE PLAN LS 10,000.0000 10,000.00 1.000 10,000.00 73 STRUCTURE EXCAVATION M3 100.0000 73,300.00 -14.300 -1,430.00 669.000 66,900.00 F) 74 STRUCTURE EXCAVATION (TYPE D) M3 200.0000 111,400.00 140.600 28,120.00 406.900 81,380.00 F) 75 STRUCTURE BACKFILL M3 200.0000 83,000.00 125.200 25,040.00 371.400 74,280.00 F) 76 SAND BACKFILL M3 250.0000 5,250.00 14.100 3,525.00 PROGRAM CAS145 PAGE 4 DATE 07/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2A9404 TIME 11:32 AM ESTIMATE NO. 23 BID OPENING 05/13/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/10 R.E. NAME: BOUZID, SALAH DATE OF THIS ESTIMATE 07/21/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 EROSION CONTROL (BLANKET) M2 10.0000 1,400.00 0.000 0.00 S) 78 EROSION CONTROL (TYPE D) M2 2.0000 120,000.00 17,690.000 35,380.00 S) 79 BOULDER PLACEMENT EA 100.0000 20,000.00 40.000 4,000.00 113.000 11,300.00 S) 80 EROSION CONTROL (SOD STRIP) M2 20.0000 2,800.00 0.000 0.00 S) 81 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,000.0000 9,000.00 6.000 6,000.00 S) 82 COIR MESH M2 5.0000 68,000.00 400.820 2,004.10 9,287.388 46,436.94 S) 83 EROSION CONTROL (TYPE I) M2 2.0000 66,000.00 9,337.000 18,674.00 S) 84 ROCK COLORATION LS 35,000.0000 35,000.00 0.000 0.00 S) 85 CONCRETE COLORATION LS 75,000.0000 75,000.00 0.000 0.00 S) 86 PLANT ESTABLISHMENT WORK LS 10,000.0000 10,000.00 0.000 0.00 S) 87 IRRIGATION SYSTEM LS 40,000.0000 40,000.00 0.100 4,000.00 0.940 37,600.00 S) 88 CLASS 2 AGGREGATE BASE M3 100.0000 300,000.00 227.900 22,790.00 2,323.650 232,365.00 89 ASPHALTIC EMULSION (FOG SEAL COAT) TONN 2,000.0000 200.00 0.000 0.00 90 REPLACE ASPHALT CONCRETE SURFACING M3 700.0000 15,400.00 15.080 10,556.00 91 ASPHALT CONCRETE TONN 140.0000 5,572,000.00 190.060 26,608.40 16,749.900 2,344,986.00 92 ASPHALT CONCRETE (TYPE A, 12.5-MM TONN 140.0000 417,200.00 211.040 29,545.60 1,521.270 212,977.80 MAXIMUM, MEDIUM GRADING) 93 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 90.0000 24,300.00 0.000 0.00 AREA) 94 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 15.0000 3,600.00 605.610 9,084.15 95 STRUCTURAL CONCRETE, SAND COLLECTION M3 2,000.0000 160,000.00 6.300 12,600.00 50.000 100,000.00 F) VAULT 96 STRUCTURAL CONCRETE, BARRIER SLAB M3 1,400.0000 65,800.00 47.000 65,800.00 F) 97 MINOR CONCRETE (MINOR STRUCTURE) M3 1,800.0000 239,400.00 12.450 22,410.00 104.514 188,125.20 F) 98 FURNISH PRECAST SAND VAULT EA 20,000.0000 700,000.00 2.000 40,000.00 31.000 620,000.00 99 INSTALL PRECAST SAND VAULT EA 2,000.0000 70,000.00 2.000 4,000.00 25.000 50,000.00 S) 00 ARCHITECTURAL TREATMENT M2 4.0000 228.00 57.000 228.00 SF)(DRYSTACK ROCK TEXTURE) 01 BAR REINFORCING STEEL (EPOXY COATED) KG 4.0000 71,968.00 7,174.070 28,696.28 18,990.770 75,963.08 SF) 02 ROADSIDE SIGN - ONE POST EA 300.0000 96,000.00 49.000 14,700.00 03 ROADSIDE SIGN - TWO POST EA 600.0000 13,800.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 07/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2A9404 TIME 11:32 AM ESTIMATE NO. 23 BID OPENING 05/13/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/10 R.E. NAME: BOUZID, SALAH DATE OF THIS ESTIMATE 07/21/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 300.0000 2,100.00 1.000 300.00 METHOD) 05 TIMBER BOARDWALK EA 20,000.0000 20,000.00 0.000 0.00 S) 06 PREPARE AND STAIN CONCRETE M2 100.0000 3,100.00 0.000 0.00 07 200 MM PERFORATED ALTERNATIVE PIPE M 150.0000 11,100.00 86.730 13,009.50 CULVERT 08 300 MM ALTERNATIVE PIPE CULVERT M 330.0000 4,620.00 22.520 7,431.60 09 450 MM ALTERNATIVE PIPE CULVERT M 500.0000 1,105,000.00 306.760 153,380.00 1,260.231 630,115.50 10 600 MM ALTERNATIVE PIPE CULVERT M 600.0000 264,000.00 -1.010 -606.00 330.220 198,132.00 11 750 MM ALTERNATIVE PIPE CULVERT M 700.0000 57,400.00 18.870 13,209.00 18.870 13,209.00 12 900 MM ALTERNATIVE PIPE CULVERT M 600.0000 15,000.00 24.500 14,700.00 13 300 MM HIGH DENSITY POLYETHYLENE PIPE M 800.0000 2,560.00 0.000 0.00 14 450 MM HIGH DENSITY POLYETHYLENE PIPE M 200.0000 32,000.00 160.000 32,000.00 15 600 MM HIGH DENSITY POLYETHYLENE PIPE M 250.0000 30,000.00 106.100 26,525.00 16 200 MM POLYVINYL CHLORIDE PIPE M 200.0000 6,800.00 34.160 6,832.00 17 300 MM SLOTTED CORRUGATED STEEL PIPE M 150.0000 28,500.00 0.000 0.00 (2.01 MM THICK) 18 PERMEABLE MATERIAL M3 140.0000 31,640.00 25.200 3,528.00 207.750 29,085.00 F) 19 900 MM CORRUGATED STEEL PIPE INLET M 800.0000 176,000.00 7.370 5,896.00 221.200 176,960.00 (2.77 MM THICK) 20 200 MM SLUICE GATE EA 900.0000 7,200.00 8.000 7,200.00 21 BULK HEAD REDUCER EA 4,000.0000 4,000.00 1.000 4,000.00 22 300 MM ALTERNATIVE FLARED END SECTION EA 600.0000 3,600.00 0.000 0.00 23 450 MM ALTERNATIVE FLARED END SECTION EA 600.0000 30,000.00 1.000 600.00 26.000 15,600.00 24 600 MM ALTERNATIVE FLARED END SECTION EA 700.0000 9,100.00 7.000 4,900.00 25 900 MM ALTERNATIVE FLARED END SECTION EA 800.0000 800.00 1.000 800.00 26 1200 MM PRECAST CONCRETE PIPE MANHOLE EA 3,300.0000 9,900.00 0.000 0.00 27 CLASS 4 CONCRETE (BACKFILL) M3 200.0000 82,000.00 100.250 20,050.00 297.370 59,474.00 28 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 120.0000 194,400.00 241.600 28,992.00 993.829 119,259.48 29 ROCK SLOPE PROTECTION M3 140.0000 44,800.00 3.700 518.00 651.673 91,234.22 (FACING, METHOD B) 30 ROCK SLOPE PROTECTION M3 120.0000 363,600.00 266.980 32,037.60 1,991.813 239,017.56 (BACKING NO. 2, METHOD B) PROGRAM CAS145 PAGE 6 DATE 07/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2A9404 TIME 11:32 AM ESTIMATE NO. 23 BID OPENING 05/13/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/10 R.E. NAME: BOUZID, SALAH DATE OF THIS ESTIMATE 07/21/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 ROCK SLOPE PROTECTION (1/2T, METHOD B) M3 120.0000 169,200.00 1.000 120.00 336.011 40,321.32 32 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 120.0000 105,600.00 9.000 1,080.00 626.445 75,173.40 33 ROCK SLOPE PROTECTION FABRIC M2 14.0000 3,780.00 2.000 28.00 289.620 4,054.68 34 MINOR CONCRETE (MISCELLANEOUS M3 1,200.0000 2,136,000.00 286.040 343,248.00 572.512 687,014.40 CONSTRUCTION) 35 MINOR CONCRETE (STAMPED CONCRETE) M2 100.0000 20,000.00 0.000 0.00 36 MISCELLANEOUS IRON AND STEEL KG 5.0000 181,715.00 1,452.000 7,260.00 11,499.950 57,499.75 SF) 37 MISCELLANEOUS METAL (BRIDGE) KG 5.0000 55,650.00 2,572.000 12,860.00 19,327.000 96,635.00 SF) 38 CHAIN BARRICADE EA 1,000.0000 1,000.00 0.000 0.00 S) 39 FENCE (SPLIT RAIL, TYPE 1) M 100.0000 9,900.00 0.000 0.00 S) 40 FENCE (SPLIT RAIL, TYPE 2) M 130.0000 9,620.00 0.000 0.00 S) 41 ACCESS GATE EA 5,000.0000 5,000.00 0.000 0.00 S) 42 DELINEATOR (CLASS 2) EA 40.0000 21,600.00 380.000 15,200.00 S) 43 MARKER (CULVERT) EA 50.0000 3,650.00 0.000 0.00 44 HIGHWAY POST MARKER EA 50.0000 850.00 0.000 0.00 45 METAL BEAM GUARD RAILING (WOOD POST) M 120.0000 109,200.00 485.350 58,242.00 S) 46 CALIFORNIA ST-10 BRIDGE RAIL (MODIFIED) M 500.0000 19,500.00 39.000 19,500.00 F) 47 VEHICLE BARRIER (TYPE 2) M 50.0000 15,000.00 312.000 15,600.00 S) 48 TRANSITION RAILING (TYPE WB) EA 7,250.0000 7,250.00 1.000 7,250.00 S) 49 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,000.0000 12,000.00 2.000 6,000.00 S) 50 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,600.0000 13,000.00 7.000 18,200.00 S) 51 200 MM THERMOPLASTIC TRAFFIC STRIPE M 15.0000 14,850.00 36.590 548.85 S) (RECESSED) 52 100 MM THERMOPLASTIC TRAFFIC STRIPE M 8.0000 33,920.00 0.000 0.00 S) (RECESSED) (BROKEN 5.18 M - 2.14 M) 53 100 MM THERMOPLASTIC TRAFFIC STRIPE M 10.0000 403,000.00 2,512.800 25,128.00 S) (RECESSED) 54 100 MM THERMOPLASTIC TRAFFIC STRIPE M 8.0000 31,680.00 37.200 297.60 S) (RECESSED, BROKEN 10.98 M - 3.66 M) 55 150 MM THERMOPLASTIC TRAFFIC STRIPE M 8.0000 224,000.00 2,099.390 16,795.12 S) (RECESSED) 56 150 MM THERMOPLASTIC TRAFFIC STRIPE M 5.0000 7,000.00 225.300 1,126.50 S) (RECESSED, BROKEN 2.44 MM - 1.22 MM) 57 300 MM THERMOPLASTIC PAVEMENT MARKING M2 200.0000 62,000.00 15.610 3,122.00 S) (RECESSED) PROGRAM CAS145 PAGE 7 DATE 07/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2A9404 TIME 11:32 AM ESTIMATE NO. 23 BID OPENING 05/13/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/10 R.E. NAME: BOUZID, SALAH DATE OF THIS ESTIMATE 07/21/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 TWO-COMPONENT PAINT PAVEMENT MARKING M2 180.0000 86,400.00 52.890 9,520.20 S) 59 LIGHTING LS 700,000.0000 700,000.00 0.003 2,100.00 0.800 560,000.00 S) 60 CLOSED CIRCUIT TELEVISION LS 30,000.0000 30,000.00 0.000 0.00 S) 61 MODIFY HIGHWAY ADVISORY RADIO LS 10,000.0000 10,000.00 0.000 0.00 S) 62 MODIFY ROADSIDE WEATHER INFORMATION LS 20,000.0000 20,000.00 0.000 0.00 S) SYSTEM 63 MODIFY TRAFFIC MONITORING STATION LS 40,000.0000 40,000.00 0.422 16,880.00 S) (COUNT) 64 MODIFY SIGNAL AND LIGHTING LS 200,000.0000 200,000.00 0.000 0.00 S) 65 ADJUST PULL BOX EA 1,000.0000 14,000.00 10.000 10,000.00 S) PROGRAM CAS145 PAGE 8 DATE 07/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2A9404 TIME 11:32 AM ESTIMATE NO. 23 BID OPENING 05/13/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/10 R.E. NAME: BOUZID, SALAH DATE OF THIS ESTIMATE 07/21/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,386,934.30 12,945,782.27 ADJUSTMENT OF COMPENSATION 0.00 319,080.19 EXTRA WORK 68,171.59 765,093.69 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,455,105.89 14,029,956.15 66 MOBILIZATION LS 2700,000.0000 2,700,000.00 0.950 2,565,000.00 ORIGINAL CONTRACT AMOUNT 28,856,551.00 TOTAL WORK COMPLETED 1,455,105.89 16,594,956.15 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -5,000.00 -5,000.00 TOTAL 1,450,105.89 16,589,956.15 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 06/05/08 550 08/18/08 08/29/08 05/04/11 201 267 9 0 54% 36% PROGRESS IS SATISFACTORY *** SUSPENDED ON 11/16/09. BOUZID, SALAH RESIDENT ENGINEER PROGRAM CAS145 DATE 07/21/10