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 09/21/10 EST. NO.25 TIME 01:42 PM 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 0284 772.44 E.W. @ F.A.(+) 082410 N 0677 0 0285 1,499.24 081710 N 0667 0 0286 2,287.84 081810 N 0668 0 0287 1,897.97 081910 N 0672 0 0288 157.91 082010 N 0673 0 0289 1,425.70 081210 N 0650 0 0290 2,051.36 080910 N 0648 0 0291 1,716.66 081009 N 0649 0 0292 1,102.40 081110 N 0651 0 0293 446.92 081310 N 0654 0 0294 1,221.88 081610 N 0660 0 0295 2,451.87 082310 N 0676 0 0296 1,306.52 082510 N 0678 0 0297 1,334.10 082610 N 0683 0 0298 1,187.34 083010 N 0686 0 0299 1,109.37 083110 N 0687 0 0300 1,445.18 090110 N 0688 0 011 0006 1,182.16 E.W. @ L.S.(+) 091610 N 6 0 027 0004 3,138.23 E.W. @ F.A.(+) 090909 N 0316 0 0005 2,225.58 091009 N 0321 0 060 0001-1 -5,053.56 E.W. @ F.A.(+) 062410 N 0562 0 DAO CORRECTING ENTRY 0001-2 5,053.56 062410 N 0562 0 DAO CORRECTING ENTRY 061 0006 760.31 E.W. @ F.A.(+) 071210 N 0596 0 0009 682.00 071510 N 0599 0 065 0003 3,454.67 E.W. @ F.A.(+) 072810 N 0614 0 0004 4,181.28 080210 N 0623 0 39,038.93 TOTAL THIS ESTIMATE 1,211,063.15 TOTAL PREVIOUS ESTIMATE 1,250,102.08 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 09/21/10 EST. NO.25 TIME 01:42 PM 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 PER LTR DATED 8/2010 -5,000.00 24 0.00 -10,000.00 TOTAL DEDUCTIONS 0.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 09/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2A9404 TIME 01:42 PM ESTIMATE NO. 25 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 09/16/10 R.E. NAME: BOUZID, SALAH DATE OF THIS ESTIMATE 09/21/10 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 0.750 3,750.00 02 TIME-RELATED OVERHEAD WDAY 12,000.0000 4,680,000.00 18.000 216,000.00 238.000 2,856,000.00 03 TEMPORARY FENCE (TYPE CL-1.8) M 50.0000 35,500.00 31.600 1,580.00 710.000 35,500.00 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 0.046 460.00 0.623 6,230.00 06 CONSTRUCTION SITE MANAGEMENT LS 400,000.0000 400,000.00 0.046 18,400.00 0.615 246,000.00 07 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 0.018 90.00 0.744 3,720.00 S) PREVENTION PLAN 08 DEWATERING AND NON-STORM WATER DISCHARGE LS 100,000.0000 100,000.00 0.046 4,600.00 0.609 60,900.00 CONTROL 09 TEMPORARY FIBER ROLL M 10.0000 46,700.00 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 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 0.046 4,600.00 0.609 60,900.00 17 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 10,000.0000 10,000.00 0.046 460.00 0.609 6,090.00 18 CONSTRUCTION AREA SIGNS LS 20,000.0000 20,000.00 0.046 920.00 0.875 17,500.00 S) 19 TRAFFIC CONTROL SYSTEM LS 2000,000.0000 2,000,000.00 0.046 92,000.00 0.609 1,218,000.00 S) 20 TYPE III BARRICADE EA 100.0000 3,200.00 32.000 3,200.00 S) 21 TEMPORARY PAVEMENT MARKING (PAINT) M2 5.0000 3,000.00 62.180 310.90 368.990 1,844.95 S) 22 TEMPORARY TRAFFIC STRIPE (TAPE) M 4.0000 190,800.00 12,444.000 49,776.00 S) PROGRAM CAS145 PAGE 2 DATE 09/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2A9404 TIME 01:42 PM ESTIMATE NO. 25 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 09/16/10 R.E. NAME: BOUZID, SALAH DATE OF THIS ESTIMATE 09/21/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 8,463.410 8,463.41 48,407.660 48,407.66 S) 24 TRAFFIC PLASTIC DRUM EA 40.0000 18,000.00 40.000 1,600.00 324.000 12,960.00 S) 25 PORTABLE CHANGEABLE MESSAGE SIGN LS 80,000.0000 80,000.00 0.046 3,680.00 0.608 48,640.00 S) 26 TEMPORARY RAILING (TYPE K) M 100.0000 131,000.00 12.200 1,220.00 963.800 96,380.00 S) 27 TEMPORARY CRASH CUSHION MODULE EA 150.0000 46,500.00 198.000 29,700.00 S) 28 TEMPORARY CRASH CUSHION (ABSORB 350) EA 3,500.0000 126,000.00 1.000 3,500.00 35.000 122,500.00 S) 29 ABANDON CULVERT M 100.0000 14,000.00 54.260 5,426.00 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 60.000 6,000.00 78.000 7,800.00 37 REMOVE ROADSIDE SIGN PANEL EA 500.0000 3,000.00 0.000 0.00 38 REMOVE ASPHALT CONCRETE M3 40.0000 42,800.00 234.210 9,368.40 264.530 10,581.20 39 REMOVE ASPHALT CONCRETE DIKE M 10.0000 35,400.00 501.000 5,010.00 2,333.042 23,330.42 40 REMOVE GRATED LINE DRAIN M 220.0000 2,200.00 0.000 0.00 41 REMOVE CULVERT M 70.0000 118,300.00 80.450 5,631.50 1,307.570 91,529.90 42 REMOVE INLET EA 560.0000 34,160.00 4.000 2,240.00 37.000 20,720.00 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 09/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2A9404 TIME 01:42 PM ESTIMATE NO. 25 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 09/16/10 R.E. NAME: BOUZID, SALAH DATE OF THIS ESTIMATE 09/21/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 300.00 3.000 900.00 51 ADJUST WATER VALVE COVER TO GRADE EA 350.0000 16,450.00 5.000 1,750.00 23.000 8,050.00 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 1.000 600.00 40.000 24,000.00 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 12,812.000 25,624.00 91,434.000 182,868.00 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 0.150 15,000.00 0.900 90,000.00 69 ROADWAY EXCAVATION M3 60.0000 618,000.00 567.690 34,061.40 4,992.468 299,548.08 70 ROADWAY EXCAVATION (BIOSWALE) M3 70.0000 205,800.00 2,940.000 205,800.00 71 SOIL REINFORCEMENT M2 100.0000 95,000.00 221.510 22,151.00 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 -61.400 -6,140.00 669.200 66,920.00 F) 74 STRUCTURE EXCAVATION (TYPE D) M3 200.0000 111,400.00 55.300 11,060.00 491.700 98,340.00 F) 75 STRUCTURE BACKFILL M3 200.0000 83,000.00 28.150 5,630.00 414.300 82,860.00 F) 76 SAND BACKFILL M3 250.0000 5,250.00 14.100 3,525.00 PROGRAM CAS145 PAGE 4 DATE 09/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2A9404 TIME 01:42 PM ESTIMATE NO. 25 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 09/16/10 R.E. NAME: BOUZID, SALAH DATE OF THIS ESTIMATE 09/21/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 21,740.000 43,480.00 S) 79 BOULDER PLACEMENT EA 100.0000 20,000.00 113.000 11,300.00 S) 80 EROSION CONTROL (SOD STRIP) M2 20.0000 2,800.00 140.000 2,800.00 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 6.670 33.35 10,411.958 52,059.79 S) 83 EROSION CONTROL (TYPE I) M2 2.0000 66,000.00 147.720 295.44 11,540.120 23,080.24 S) 84 ROCK COLORATION LS 35,000.0000 35,000.00 0.250 8,750.00 0.750 26,250.00 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 0.300 3,000.00 0.300 3,000.00 S) 87 IRRIGATION SYSTEM LS 40,000.0000 40,000.00 0.940 37,600.00 S) 88 CLASS 2 AGGREGATE BASE M3 100.0000 300,000.00 96.220 9,622.00 2,497.190 249,719.00 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 1,618.210 226,549.40 21,462.560 3,004,758.40 92 ASPHALT CONCRETE (TYPE A, 12.5-MM TONN 140.0000 417,200.00 373.880 52,343.20 2,662.970 372,815.80 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 7.400 14,800.00 65.600 131,200.00 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 8.730 15,714.00 124.324 223,783.20 F) 98 FURNISH PRECAST SAND VAULT EA 20,000.0000 700,000.00 -1.000 -20,000.00 33.000 660,000.00 99 INSTALL PRECAST SAND VAULT EA 2,000.0000 70,000.00 2.000 4,000.00 30.000 60,000.00 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 1,752.800 7,011.20 25,256.120 101,024.48 SF) 02 ROADSIDE SIGN - ONE POST EA 300.0000 96,000.00 60.000 18,000.00 109.000 32,700.00 03 ROADSIDE SIGN - TWO POST EA 600.0000 13,800.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 09/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2A9404 TIME 01:42 PM ESTIMATE NO. 25 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 09/16/10 R.E. NAME: BOUZID, SALAH DATE OF THIS ESTIMATE 09/21/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,105,000.00 192.510 96,255.00 1,525.411 762,705.50 10 600 MM ALTERNATIVE PIPE CULVERT M 600.0000 264,000.00 68.370 41,022.00 412.590 247,554.00 11 750 MM ALTERNATIVE PIPE CULVERT M 700.0000 57,400.00 48.870 34,209.00 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 44.500 6,230.00 276.370 38,691.80 F) 19 900 MM CORRUGATED STEEL PIPE INLET M 800.0000 176,000.00 18.710 14,968.00 269.430 215,544.00 (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 30.000 18,000.00 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 16.410 3,282.00 331.400 66,280.00 28 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 120.0000 194,400.00 -64.670 -7,760.40 1,516.039 181,924.68 29 ROCK SLOPE PROTECTION M3 140.0000 44,800.00 651.673 91,234.22 (FACING, METHOD B) 30 ROCK SLOPE PROTECTION M3 120.0000 363,600.00 3.350 402.00 2,011.403 241,368.36 (BACKING NO. 2, METHOD B) PROGRAM CAS145 PAGE 6 DATE 09/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2A9404 TIME 01:42 PM ESTIMATE NO. 25 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 09/16/10 R.E. NAME: BOUZID, SALAH DATE OF THIS ESTIMATE 09/21/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 169,200.00 336.011 40,321.32 32 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 120.0000 105,600.00 999.715 119,965.80 33 ROCK SLOPE PROTECTION FABRIC M2 14.0000 3,780.00 214.760 3,006.64 547.430 7,664.02 34 MINOR CONCRETE (MISCELLANEOUS M3 1,200.0000 2,136,000.00 131.690 158,028.00 809.662 971,594.40 CONSTRUCTION) 35 MINOR CONCRETE (STAMPED CONCRETE) M2 100.0000 20,000.00 0.000 0.00 36 MISCELLANEOUS IRON AND STEEL KG 5.0000 181,715.00 508.390 2,541.95 13,304.340 66,521.70 SF) 37 MISCELLANEOUS METAL (BRIDGE) KG 5.0000 55,650.00 1,684.000 8,420.00 24,342.000 121,710.00 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 09/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2A9404 TIME 01:42 PM ESTIMATE NO. 25 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 09/16/10 R.E. NAME: BOUZID, SALAH DATE OF THIS ESTIMATE 09/21/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.010 7,000.00 0.820 574,000.00 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 0.900 36,000.00 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 09/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2A9404 TIME 01:42 PM ESTIMATE NO. 25 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 09/16/10 R.E. NAME: BOUZID, SALAH DATE OF THIS ESTIMATE 09/21/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,147,533.39 15,756,234.26 ADJUSTMENT OF COMPENSATION 0.00 314,882.59 EXTRA WORK 39,038.93 935,219.49 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,186,572.32 17,006,336.34 66 MOBILIZATION LS 2700,000.0000 2,700,000.00 1.000 2,700,000.00 ORIGINAL CONTRACT AMOUNT 28,856,551.00 TOTAL WORK COMPLETED 1,186,572.32 19,706,336.34 MATERIALS ON HAND ON SITE 150,197.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -10,000.00 TOTAL 1,186,572.32 19,846,533.34 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 05/09/11 239 270 9 0 64% 43% PROGRESS IS SATISFACTORY *** SUSPENDED ON 11/16/09. BOUZID, SALAH RESIDENT ENGINEER PROGRAM CAS145 DATE 09/21/10