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 08/26/09 EST. NO.12 TIME 09:39 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 0112 1,164.89 E.W. @ F.A.(+) 070109 N 0183 0 0113 204.14 070209 N 0192 0 0115 673.66 070709 N 0197 0 0116 455.21 071409 N 0207 0 0117 1,489.08 070809 N 0211 0 0118 1,201.67 070909 N 0213 0 0119 295.18 071009 N 0217 0 0120 1,393.45 071309 N 0218 0 0121 1,439.30 071409 N 0219 0 0122 1,172.51 071509 N 0220 0 0124 1,201.67 072009 N 0228 0 0125 1,734.20 072109 N 0230 0 0126 1,706.61 072209 N 0233 0 0127 892.28 071609 N 0225 0 0128 853.49 062909 N 0180 0 0130 853.30 072309 N 0234 0 0131 1,355.09 072709 N 0237 0 0132 612.40 072809 N 0240 0 0134 543.30 073009 N 0243 0 0135 1,124.96 072909 N 0241 0 0136 761.35 073109 N 0244 0 0137 1,687.43 080309 N 0247 0 0138 1,706.61 080409 N 0252 0 0139 62.72 080409 N 0253 0 0140 1,821.67 080509 N 0256 0 008 0005 -300.00 A.C. @ U.P.(-) 081009 N 5 0 0006 42,277.84 E.W. @ U.P (+) 081009 N 6 0 009 0020 743.32 E.W. @ F.A.(+) 070709 N 0196 0 0021 329.78 071009 N 0216 0 0022 900.79 071509 N 0221 0 0024 790.50 061609 N 0160 0 0025 898.53 062309 N 0169 0 0026 349.50 062509 N 0172 0 0027 1,065.86 062609 N 0177 0 0028 550.00 060309 N 0235 0 0032 596.76 072409 N 0236 0 020 0001 1,484.74 E.W. @ F.A.(+) 070209 N 0184 0 0002 722.04 070609 N 0186 0 0004 1,276.40 070709 N 0190 0 0005 7,964.75 070809 N 0195 0 0006 2,798.87 070809 N 0200 0 0008 1,107.31 070809 N 0212 0 89,963.16 TOTAL THIS ESTIMATE 196,728.89 TOTAL PREVIOUS ESTIMATE 286,692.05 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 08/26/09 EST. NO.12 TIME 09:39 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 0.00 -7,000.00 TOTAL DEDUCTIONS 0.00 -7,000.00 PROGRAM CAS145 PAGE 1 DATE 08/26/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2A9404 TIME 09:39 AM ESTIMATE NO. 12 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 08/20/09 R.E. NAME: BOUZID, SALAH DATE OF THIS ESTIMATE 08/26/09 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 0.250 1,250.00 02 TIME-RELATED OVERHEAD WDAY 12,000.0000 4,680,000.00 22.000 264,000.00 114.000 1,368,000.00 03 TEMPORARY FENCE (TYPE CL-1.8) M 50.0000 35,500.00 73.400 3,670.00 352.400 17,620.00 04 TEMPORARY FENCE (TYPE ESA) M 10.0000 36,100.00 1,574.000 15,740.00 05 PROTECTION OF MIGRATORY BIRDS LS 10,000.0000 10,000.00 0.300 3,000.00 06 CONSTRUCTION SITE MANAGEMENT LS 400,000.0000 400,000.00 0.056 22,400.00 0.418 167,200.00 07 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 0.023 115.00 0.617 3,085.00 S) PREVENTION PLAN 08 DEWATERING AND NON-STORM WATER DISCHARGE LS 100,000.0000 100,000.00 0.056 5,600.00 0.292 29,200.00 CONTROL 09 TEMPORARY FIBER ROLL M 10.0000 46,700.00 250.040 2,500.40 419.040 4,190.40 10 TEMPORARY SILT FENCE M 10.0000 13,100.00 45.680 456.80 1,265.980 12,659.80 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 4.000 6,000.00 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 6.000 1,800.00 15 TEMPORARY HYDRAULIC MULCH M2 2.0000 23,000.00 4,047.000 8,094.00 6,047.000 12,094.00 (POLYMER STABILIZED FIBER MATRIX) 16 STREET SWEEPING LS 100,000.0000 100,000.00 0.056 5,600.00 0.293 29,300.00 17 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 10,000.0000 10,000.00 0.056 560.00 0.292 2,920.00 18 CONSTRUCTION AREA SIGNS LS 20,000.0000 20,000.00 0.023 460.00 0.697 13,940.00 S) 19 TRAFFIC CONTROL SYSTEM LS 2000,000.0000 2,000,000.00 0.056 112,000.00 0.293 586,000.00 S) 20 TYPE III BARRICADE EA 100.0000 3,200.00 6.000 600.00 8.000 800.00 S) 21 TEMPORARY PAVEMENT MARKING (PAINT) M2 5.0000 3,000.00 120.000 600.00 S) 22 TEMPORARY TRAFFIC STRIPE (TAPE) M 4.0000 190,800.00 4,424.000 17,696.00 S) PROGRAM CAS145 PAGE 2 DATE 08/26/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2A9404 TIME 09:39 AM ESTIMATE NO. 12 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 08/20/09 R.E. NAME: BOUZID, SALAH DATE OF THIS ESTIMATE 08/26/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,006.000 2,006.00 15,689.000 15,689.00 S) 24 TRAFFIC PLASTIC DRUM EA 40.0000 18,000.00 24.000 960.00 93.000 3,720.00 S) 25 PORTABLE CHANGEABLE MESSAGE SIGN LS 80,000.0000 80,000.00 0.056 4,480.00 0.313 25,040.00 S) 26 TEMPORARY RAILING (TYPE K) M 100.0000 131,000.00 79.300 7,930.00 439.200 43,920.00 S) 27 TEMPORARY CRASH CUSHION MODULE EA 150.0000 46,500.00 22.000 3,300.00 121.000 18,150.00 S) 28 TEMPORARY CRASH CUSHION (ABSORB 350) EA 3,500.0000 126,000.00 4.000 14,000.00 10.000 35,000.00 S) 29 ABANDON CULVERT M 100.0000 14,000.00 0.000 0.00 30 REMOVE METAL BEAM GUARD RAILING M 30.0000 29,400.00 427.600 12,828.00 S) 31 REMOVE FLARED END SECTION EA 500.0000 3,000.00 5.000 2,500.00 S) 32 REMOVE WELL EA 2,500.0000 40,000.00 12.000 30,000.00 33 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 6.0000 30,900.00 122.000 732.00 122.000 732.00 S) STRIPE 34 REMOVE PAINTED TRAFFIC STRIPE M 5.0000 32,200.00 45.000 225.00 637.000 3,185.00 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 0.000 0.00 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 0.000 0.00 39 REMOVE ASPHALT CONCRETE DIKE M 10.0000 35,400.00 1,064.000 10,640.00 40 REMOVE GRATED LINE DRAIN M 220.0000 2,200.00 0.000 0.00 41 REMOVE CULVERT M 70.0000 118,300.00 19.900 1,393.00 909.100 63,637.00 42 REMOVE INLET EA 560.0000 34,160.00 1.000 560.00 15.000 8,400.00 43 REMOVE HEADWALL EA 1,200.0000 27,600.00 3.000 3,600.00 21.000 25,200.00 44 REMOVE SAND TRAP EA 2,900.0000 23,200.00 6.000 17,400.00 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 08/26/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2A9404 TIME 09:39 AM ESTIMATE NO. 12 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 08/20/09 R.E. NAME: BOUZID, SALAH DATE OF THIS ESTIMATE 08/26/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 51 ADJUST WATER VALVE COVER TO GRADE EA 350.0000 16,450.00 5.000 1,750.00 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 10.000 6,000.00 54 ADJUST ELECTRICAL MANHOLE TO GRADE EA 2,100.0000 4,200.00 0.000 0.00 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 0.000 0.00 57 ADJUST GAS VALVE COVER TO GRADE EA 650.0000 1,300.00 0.000 0.00 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 19,748.000 39,496.00 S) 67 REMOVE CONCRETE M3 150.0000 2,100.00 0.000 0.00 68 CLEARING AND GRUBBING LS 100,000.0000 100,000.00 0.750 75,000.00 69 ROADWAY EXCAVATION M3 60.0000 618,000.00 868.716 52,122.96 1,926.256 115,575.36 70 ROADWAY EXCAVATION (BIOSWALE) M3 70.0000 205,800.00 905.500 63,385.00 2,493.540 174,547.80 71 SOIL REINFORCEMENT M2 100.0000 95,000.00 0.000 0.00 72 LEAD COMPLIANCE PLAN LS 10,000.0000 10,000.00 1.000 10,000.00 73 STRUCTURE EXCAVATION M3 100.0000 73,300.00 123.200 12,320.00 441.700 44,170.00 F) 74 STRUCTURE EXCAVATION (TYPE D) M3 200.0000 111,400.00 171.500 34,300.00 F) 75 STRUCTURE BACKFILL M3 200.0000 83,000.00 6.450 1,290.00 147.700 29,540.00 F) 76 SAND BACKFILL M3 250.0000 5,250.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 08/26/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2A9404 TIME 09:39 AM ESTIMATE NO. 12 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 08/20/09 R.E. NAME: BOUZID, SALAH DATE OF THIS ESTIMATE 08/26/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 4,046.000 8,092.00 5,546.000 11,092.00 S) 79 BOULDER PLACEMENT EA 100.0000 20,000.00 32.000 3,200.00 32.000 3,200.00 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 3.000 3,000.00 S) 82 COIR MESH M2 5.0000 68,000.00 661.674 3,308.37 3,358.104 16,790.52 S) 83 EROSION CONTROL (TYPE I) M2 2.0000 66,000.00 5,291.000 10,582.00 5,291.000 10,582.00 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 0.840 33,600.00 0.840 33,600.00 S) 88 CLASS 2 AGGREGATE BASE M3 100.0000 300,000.00 553.460 55,346.00 1,094.110 109,411.00 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 15.080 10,556.00 91 ASPHALT CONCRETE TONN 140.0000 5,572,000.00 870.230 121,832.20 3,136.550 439,117.00 92 ASPHALT CONCRETE (TYPE A, 12.5-MM TONN 140.0000 417,200.00 193.380 27,073.20 254.680 35,655.20 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 3,600.00 191.000 2,865.00 95 STRUCTURAL CONCRETE, SAND COLLECTION M3 2,000.0000 160,000.00 15.300 30,600.00 22.900 45,800.00 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 0.430 774.00 60.420 108,756.00 F) 98 FURNISH PRECAST SAND VAULT EA 20,000.0000 700,000.00 22.000 440,000.00 99 INSTALL PRECAST SAND VAULT EA 2,000.0000 70,000.00 3.000 6,000.00 16.000 32,000.00 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 2,689.100 10,756.40 6,497.600 25,990.40 SF) 02 ROADSIDE SIGN - ONE POST EA 300.0000 96,000.00 0.000 0.00 03 ROADSIDE SIGN - TWO POST EA 600.0000 13,800.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 08/26/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2A9404 TIME 09:39 AM ESTIMATE NO. 12 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 08/20/09 R.E. NAME: BOUZID, SALAH DATE OF THIS ESTIMATE 08/26/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 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 2.700 891.00 16.400 5,412.00 09 450 MM ALTERNATIVE PIPE CULVERT M 500.0000 1,105,000.00 50.900 25,450.00 780.550 390,275.00 10 600 MM ALTERNATIVE PIPE CULVERT M 600.0000 264,000.00 52.830 31,698.00 305.880 183,528.00 11 750 MM ALTERNATIVE PIPE CULVERT M 700.0000 57,400.00 0.000 0.00 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 17.060 3,412.00 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 15.400 2,156.00 139.650 19,551.00 F) 19 900 MM CORRUGATED STEEL PIPE INLET M 800.0000 176,000.00 12.020 9,616.00 168.090 134,472.00 (2.77 MM THICK) 20 200 MM SLUICE GATE EA 900.0000 7,200.00 0.000 0.00 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 22.000 13,200.00 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 3.820 764.00 138.580 27,716.00 28 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 120.0000 194,400.00 169.234 20,308.08 449.099 53,891.88 29 ROCK SLOPE PROTECTION M3 140.0000 44,800.00 52.310 7,323.40 535.458 74,964.12 (FACING, METHOD B) 30 ROCK SLOPE PROTECTION M3 120.0000 363,600.00 397.036 47,644.32 1,542.833 185,139.96 (BACKING NO. 2, METHOD B) PROGRAM CAS145 PAGE 6 DATE 08/26/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2A9404 TIME 09:39 AM ESTIMATE NO. 12 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 08/20/09 R.E. NAME: BOUZID, SALAH DATE OF THIS ESTIMATE 08/26/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 78.400 9,408.00 32 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 120.0000 105,600.00 125.330 15,039.60 223.730 26,847.60 33 ROCK SLOPE PROTECTION FABRIC M2 14.0000 3,780.00 282.800 3,959.20 34 MINOR CONCRETE (MISCELLANEOUS M3 1,200.0000 2,136,000.00 71.380 85,656.00 226.920 272,304.00 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 4,928.000 24,640.00 SF) 37 MISCELLANEOUS METAL (BRIDGE) KG 5.0000 55,650.00 8,870.000 44,350.00 13,590.000 67,950.00 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 67.000 2,680.00 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 109,200.00 364.000 43,680.00 S) 46 CALIFORNIA ST-10 BRIDGE RAIL (MODIFIED) M 500.0000 19,500.00 7.800 3,900.00 F) 47 VEHICLE BARRIER (TYPE 2) M 50.0000 15,000.00 0.000 0.00 S) 48 TRANSITION RAILING (TYPE WB) EA 7,250.0000 7,250.00 0.000 0.00 S) 49 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,000.0000 12,000.00 0.000 0.00 S) 50 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,600.0000 13,000.00 1.000 2,600.00 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 08/26/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2A9404 TIME 09:39 AM ESTIMATE NO. 12 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 08/20/09 R.E. NAME: BOUZID, SALAH DATE OF THIS ESTIMATE 08/26/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.055 38,500.00 0.514 359,800.00 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 0.350 14,000.00 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 0.000 0.00 S) PROGRAM CAS145 PAGE 8 DATE 08/26/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2A9404 TIME 09:39 AM ESTIMATE NO. 12 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 08/20/09 R.E. NAME: BOUZID, SALAH DATE OF THIS ESTIMATE 08/26/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,249,488.73 6,644,362.01 ADJUSTMENT OF COMPENSATION -300.00 -1,600.00 EXTRA WORK 90,263.16 288,292.05 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,339,451.89 6,931,054.06 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 1,339,451.89 9,496,054.06 MATERIALS ON HAND ON SITE 400,749.74 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -7,000.00 TOTAL 1,339,451.89 9,889,803.80 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 09/27/10 117 126 0 0 32% 21% PROGRESS IS SATISFACTORY BOUZID, SALAH RESIDENT ENGINEER PROGRAM CAS145 DATE 08/26/09