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 09/09/08 EST. NO.32 TIME 09:00 AM R.E. NAME: EID, EMILE 07-115454 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 028 0090 12,980.62 A.C. @ F.A.(+) 080207 N 0322.0 0091 11,148.11 081607 N 0324.0 0097 13,908.94 082707 N 0333.0 033 0010 7,936.25 A.C. @ L.S.(+) 052108 N 1.5 0 051 0001 98,001.09 E.W. @ U.P (+) 030608 N 1 0 143,975.01 TOTAL THIS ESTIMATE 2,503,065.67 TOTAL PREVIOUS ESTIMATE 2,647,040.68 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 09/09/08 EST. NO.32 TIME 09:00 AM R.E. NAME: EID, EMILE 07-115454 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 09/09/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-115454 TIME 09:00 AM ESTIMATE NO. 32 BID OPENING 02/23/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/08 R.E. NAME: EID, EMILE DATE OF THIS ESTIMATE 09/09/08 LOCATION RERUN SUPPLEMENTAL PROGRESS ESTIMATE 07-VEN-23-R3.5/R11.4 ------------------------------------ SECURITY PAVING COMPANY INC IN VENTURA COUNTY IN THOUSAND OAKS P O BOX 1489 AND MOORPARK FROM THOUSAND OAKS SUN VALLEY CA 913531489 BOULEVARD UNDERCROSSING TO NEW LOS ANGELES AVENUE UNDERCROSSING FED. AID NO. HP21-6207(36) ,LN-6207(36) WIDEN ROADWAY AND SOUND WALL ------------------------------------------------------------------------------------------------------------------------------------ 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 4,000.0000 4,000.00 0.400 1,600.00 02 TIME-RELATED OVERHEAD WDAY 2,100.0000 1,596,000.00 513.000 1,077,300.00 03 TEMPORARY FENCE (TYPE CL-1.8, SLATTED) M 69.0000 53,820.00 553.720 38,206.68 04 TEMPORARY FENCE (TYPE ESA) M 7.5000 2,475.00 178.000 1,335.00 05 HEALTH AND SAFETY PLAN LS 7,500.0000 7,500.00 0.750 5,625.00 06 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 0.750 1,875.00 PREVENTION PLAN 07 WATER POLLUTION CONTROL LS 275,000.0000 275,000.00 0.715 196,625.00 08 TEMPORARY SILT FENCE M 4.0000 1,320.00 0.000 0.00 S) 09 CONSTRUCTION AREA SIGNS LS 36,000.0000 36,000.00 0.655 23,580.00 S) 10 TRAFFIC CONTROL SYSTEM LS 650,000.0000 650,000.00 0.880 572,000.00 S) 11 TYPE II BARRICADE EA 100.0000 1,900.00 4.000 400.00 S) 12 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.5500 48,180.00 101,225.870 55,674.23 S) 13 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 15,400.00 345.000 12,075.00 S) 14 TEMPORARY RAILING (TYPE K) M 45.2500 1,660,675.00 34,560.414 1,563,858.73 S) 15 TEMPORARY CRASH CUSHION MODULE EA 215.0000 144,050.00 766.000 164,690.00 S) 16 REMOVE CHAIN LINK FENCE M 30.0000 219,000.00 6,466.640 193,999.20 S) 17 REMOVE METAL BEAM GUARD RAILING M 25.0000 63,750.00 2,023.920 50,598.00 S) 18 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 1.9000 12,312.00 3,089.400 5,869.86 S) 19 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 1.9000 49,780.00 14,200.090 26,980.17 S) STRIPE 20 REMOVE PAINTED TRAFFIC STRIPE M 1.2500 8,900.00 7,007.860 8,759.83 S) 21 REMOVE PAVEMENT MARKING M2 27.2500 436.00 14.580 397.31 S) 22 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.3500 37,665.00 33,701.300 45,496.76 S) PROGRAM CAS145 PAGE 2 DATE 09/09/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-115454 TIME 09:00 AM ESTIMATE NO. 32 BID OPENING 02/23/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/08 R.E. NAME: EID, EMILE DATE OF THIS ESTIMATE 09/09/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 31.6000 5,372.00 18.450 583.02 S) 24 REMOVE PAVEMENT MARKER EA 0.8200 10,824.00 31,888.000 26,148.16 S) 25 REMOVE ROADSIDE SIGN (WOOD POST) EA 215.0000 10,320.00 14.000 3,010.00 26 REMOVE SIGN STRUCTURE EA 3,850.0000 119,350.00 31.000 119,350.00 27 SAWCUT ASPHALT CONCRETE DIKE M 25.0000 900.00 97.600 2,440.00 28 REMOVE ASPHALT CONCRETE DIKE M 9.0000 20,610.00 2,397.280 21,575.52 29 REMOVE PIPE M 60.0000 9,000.00 52.830 3,169.80 30 REMOVE INLET EA 900.0000 10,800.00 10.000 9,000.00 31 ADJUST INLET EA 3,200.0000 48,000.00 11.000 35,200.00 32 MODIFY INLET EA 5,000.0000 60,000.00 17.000 85,000.00 33 REMOVE CONCRETE M3 45.0000 7,650.00 70.100 3,154.50 34 SAWCUT CONCRETE CURB M 16.0000 512.00 32.000 512.00 35 REMOVE CONCRETE (CURB AND GUTTER) M 25.0000 625.00 158.950 3,973.75 36 ACCESS OPENING, SOFFIT EA 1,750.0000 17,500.00 7.000 12,250.00 37 CAP INLET EA 750.0000 9,750.00 12.000 9,000.00 38 BRIDGE REMOVAL (PORTION), LOCATION A LS 40,300.0000 40,300.00 1.000 40,300.00 39 BRIDGE REMOVAL (PORTION), LOCATION B LS 29,400.0000 29,400.00 1.000 29,400.00 40 BRIDGE REMOVAL (PORTION), LOCATION C LS 28,400.0000 28,400.00 1.000 28,400.00 41 BRIDGE REMOVAL (PORTION), LOCATION D LS 31,600.0000 31,600.00 1.000 31,600.00 42 BRIDGE REMOVAL (PORTION), LOCATION E LS 51,200.0000 51,200.00 1.000 51,200.00 43 BRIDGE REMOVAL (PORTION), LOCATION F LS 58,300.0000 58,300.00 1.000 58,300.00 44 BRIDGE REMOVAL (PORTION), LOCATION G LS 59,400.0000 59,400.00 1.000 59,400.00 45 BRIDGE REMOVAL (PORTION), LOCATION H LS 37,100.0000 37,100.00 1.000 37,100.00 46 JACKING SUPERSTRUCTURE (LOCATION B) LS 120,000.0000 120,000.00 1.000 120,000.00 47 JACKING SUPERSTRUCTURE (LOCATION D) LS 120,000.0000 120,000.00 1.000 120,000.00 48 CLEARING AND GRUBBING LS 133,000.0000 133,000.00 0.750 99,750.00 49 DEVELOP WATER SUPPLY LS 45,000.0000 45,000.00 1.000 45,000.00 PROGRAM CAS145 PAGE 3 DATE 09/09/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-115454 TIME 09:00 AM ESTIMATE NO. 32 BID OPENING 02/23/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/08 R.E. NAME: EID, EMILE DATE OF THIS ESTIMATE 09/09/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 ROADWAY EXCAVATION M3 21.0000 833,700.00 70,768.232 1,486,132.87 51 ROADWAY EXCAVATION (TYPE Y-1) M3 8.6500 322,645.00 24,410.435 211,150.26 (AERIALLY DEPOSITED LEAD) 52 LEAD COMPLIANCE PLAN LS 5,500.0000 5,500.00 1.000 5,500.00 53 STRUCTURE EXCAVATION (BRIDGE) M3 95.0000 168,340.00 1,845.000 175,275.00 F) 54 STRUCTURE EXCAVATION (RETAINING WALL) M3 21.0000 182,973.00 6,253.000 131,313.00 F) 55 STRUCTURE BACKFILL (BRIDGE) M3 115.0000 109,710.00 1,027.000 118,105.00 F) 56 STRUCTURE BACKFILL (RETAINING WALL) M3 37.5000 267,862.50 4,732.000 177,450.00 F) 57 PERVIOUS BACKFILL MATERIAL (RETAINING M3 100.0000 25,000.00 250.000 25,000.00 F) WALL) 58 HIGHWAY PLANTING LS 112,500.0000 112,500.00 1.000 112,500.00 S) 59 STRAW (EROSION CONTROL) TONN 1,670.0000 83,500.00 0.000 0.00 S) 60 FIBER (EROSION CONTROL) KG 0.5700 24,282.00 12,436.260 7,088.67 42,600.000 24,282.00 S) 61 COMPOST (EROSION CONTROL) M3 231.0000 16,401.00 0.000 0.00 S) 62 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 400.0000 4,800.00 1.000 400.00 2.000 800.00 S) 63 PURE LIVE SEED (EROSION CONTROL) KG 131.0000 110,040.00 538.000 70,478.00 839.780 110,011.18 S) 64 STABILIZING EMULSION (EROSION CONTROL) KG 1.8200 10,082.80 1,565.680 2,849.54 5,540.000 10,082.80 S) 65 PLANT ESTABLISHMENT WORK LS 55,000.0000 55,000.00 0.160 8,800.00 S) 66 IRRIGATION SYSTEM LS 220,000.0000 220,000.00 1.000 220,000.00 S) 67 NPS 3 SUPPLY LINE (BRIDGE) M 275.0000 158,400.00 576.000 158,400.00 F) 68 200 MM CORRUGATED HIGH DENSITY M 220.0000 8,800.00 0.000 0.00 POLYETHYLENE PIPE CONDUIT 69 200 MM WELDED STEEL PIPE CONDUIT M 275.0000 6,875.00 9.100 2,502.50 87.700 24,117.50 (6.35 MM THICK) 70 EXTEND 200 MM CONDUIT M 275.0000 6,600.00 0.000 0.00 71 AGGREGATE BASE (APPROACH SLAB) M3 150.0000 19,500.00 0.000 0.00 72 CLASS 3 AGGREGATE BASE M3 29.7500 984,725.00 50,315.387 1,496,882.76 73 LEAN CONCRETE BASE M3 123.5000 2,803,450.00 22,701.970 2,803,693.30 74 ASPHALT CONCRETE (TYPE B) TONN 128.5000 506,290.00 3,939.110 506,175.64 75 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 55.0000 1,430.00 17.900 984.50 AREA) 76 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 11.5000 8,050.00 728.690 8,379.94 PROGRAM CAS145 PAGE 4 DATE 09/09/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-115454 TIME 09:00 AM ESTIMATE NO. 32 BID OPENING 02/23/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/08 R.E. NAME: EID, EMILE DATE OF THIS ESTIMATE 09/09/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 11.5000 4,370.00 315.000 3,622.50 78 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 11.5000 460.00 0.000 0.00 79 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 11.5000 2,185.00 196.000 2,254.00 80 CONCRETE PAVEMENT M3 190.0000 7,315,000.00 38,498.000 7,314,620.00 81 SEAL PAVEMENT JOINT M 12.2500 715,400.00 57,968.191 710,110.34 82 SEAL LONGITUDINAL ISOLATION JOINT M 19.9000 461,680.00 22,864.866 455,010.83 83 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 130.0000 93,600.00 304.320 39,561.60 S) PILING 84 450 MM CAST-IN-DRILLED-HOLE CONCRETE M 160.0000 86,400.00 250.000 40,000.00 S) PILING 85 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 340.0000 360,400.00 1,415.096 481,132.64 S) PILING 86 FURNISH PILING (CLASS 625) M 142.0000 59,640.00 415.000 58,930.00 87 DRIVE PILE (CLASS 625) EA 2,725.0000 87,200.00 32.000 87,200.00 S) 88 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 217.0000 3,428,600.00 15,569.610 3,378,605.37 S) PILING (SOUND WALL) 89 PRESTRESSING CAST-IN-PLACE CONCRETE LS 435,000.0000 435,000.00 1.000 435,000.00 S) 90 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 760.0000 129,200.00 170.000 129,200.00 F) 91 STRUCTURAL CONCRETE, BRIDGE M3 945.0000 3,449,250.00 3,677.000 3,474,765.00 F) 92 STRUCTURAL CONCRETE, ANCHOR SLAB M3 370.0000 25,900.00 194.000 71,780.00 F) 93 STRUCTURAL CONCRETE, RETAINING WALL M3 625.0000 691,250.00 1,094.000 683,750.00 F) 94 STRUCTURAL CONCRETE, APPROACH SLAB M3 915.0000 667,950.00 730.000 667,950.00 F) (TYPE N) 95 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,015.0000 1,370,250.00 637.838 647,405.57 (TYPE R) 96 MINOR CONCRETE (MINOR STRUCTURE) M3 2,950.0000 182,900.00 62.000 182,900.00 F) 97 MINOR CONCRETE (SOUND WALL) M3 975.0000 226,200.00 232.000 226,200.00 F) 98 PAVING NOTCH EXTENSION M3 4,000.0000 128,000.00 21.000 84,000.00 99 DRILL AND BOND DOWEL M 50.0000 164,000.00 3,526.300 176,315.00 00 SOUND WALL (BARRIER) (MASONRY BLOCK) M2 165.7000 2,202,153.00 13,192.484 2,185,994.60 SF) 01 SOUND WALL (MASONRY BLOCK) M2 161.8500 431,815.80 2,667.570 431,746.20 SF) 02 SOUND WALL (MASONRY BLOCK) (BRIDGE) M2 208.7000 181,569.00 870.000 181,569.00 SF) 03 ACCESS GATE (SOUND WALL) EA 4,250.0000 51,000.00 12.000 51,000.00 PROGRAM CAS145 PAGE 5 DATE 09/09/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-115454 TIME 09:00 AM ESTIMATE NO. 32 BID OPENING 02/23/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/08 R.E. NAME: EID, EMILE DATE OF THIS ESTIMATE 09/09/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 JOINT SEAL (TYPE AL) M 545.0000 3,815.00 5.550 3,024.75 S) 05 JOINT SEAL (MR 30 MM) M 158.0000 60,040.00 296.700 46,878.60 S) 06 JOINT SEAL (MR 15 MM) M 190.0000 19,190.00 33.250 6,317.50 S) 07 JOINT SEAL (MR 40 MM) M 327.0000 32,700.00 90.000 29,430.00 S) 08 JOINT SEAL (MR 50 MM) M 392.0000 47,040.00 103.000 40,376.00 S) 09 BAR REINFORCING STEEL (BRIDGE) KG 2.5000 1,462,000.00 616,627.000 1,541,567.50 SF) 10 BAR REINFORCING STEEL (RETAINING WALL) KG 2.5500 122,558.10 47,623.000 121,438.65 SF) 11 COLUMN CASING KG 10.2000 211,140.00 19,079.400 194,609.88 S) 12 FURNISH SIGN STRUCTURE (TRUSS) KG 8.2000 2,306,184.40 281,242.000 2,306,184.40 F) 13 INSTALL SIGN STRUCTURE (TRUSS) KG 0.5000 140,621.00 281,242.000 140,621.00 SF) 14 1372 MM CAST-IN-DRILLED-HOLE CONCRETE M 1,600.0000 19,200.00 12.000 19,200.00 S) PIPE (SIGN FOUNDATION) 15 1524 MM CAST-IN-DRILLED-HOLE CONCRETE M 1,700.0000 442,000.00 260.000 442,000.00 S) PIPE (SIGN FOUNDATION) 16 METAL (SOUND WALL MOUNTED SIGN) KG 25.0000 13,000.00 520.000 13,000.00 17 ROADSIDE SIGN - ONE POST EA 460.0000 27,600.00 42.000 19,320.00 56.000 25,760.00 18 ROADSIDE SIGN - TWO POST EA 435.0000 6,960.00 11.000 4,785.00 14.000 6,090.00 19 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 165.0000 2,310.00 9.000 1,485.00 METHOD) 20 INSTALL BRIDGE MOUNTED SIGN M2 700.0000 4,200.00 0.000 0.00 (STICKY BACK) 21 INSTALL SIGN PANEL ON EXISTING FRAME M2 125.0000 10,250.00 62.500 7,812.50 22 TIMBER RETAINING WALL M2 300.0000 11,400.00 38.000 11,400.00 S) 23 300 MM ALTERNATIVE PIPE CULVERT M 100.0000 31,000.00 28.200 2,820.00 24 450 MM ALTERNATIVE PIPE CULVERT M 325.0000 91,000.00 234.530 76,222.25 25 600 MM ALTERNATIVE PIPE CULVERT M 330.0000 56,100.00 73.700 24,321.00 26 900 MM CORRUGATED STEEL PIPE M 100.0000 1,400.00 13.820 1,382.00 (1.63 MM THICK) 27 200 MM PLASTIC PIPE (UNSLOTTED) M 395.0000 8,690.00 19.000 7,505.00 28 200 MM PERFORATED PLASTIC M 120.0000 72,000.00 0.000 0.00 PIPE UNDERDRAIN 29 FLUME DOWNDRAIN M 515.0000 5,150.00 10.000 5,150.00 30 TAPERED INLET EA 600.0000 600.00 1.000 600.00 PROGRAM CAS145 PAGE 6 DATE 09/09/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-115454 TIME 09:00 AM ESTIMATE NO. 32 BID OPENING 02/23/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/08 R.E. NAME: EID, EMILE DATE OF THIS ESTIMATE 09/09/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 600 MM ANCHOR ASSEMBLY EA 1,250.0000 7,500.00 6.000 7,500.00 32 450 MM ALTERNATIVE FLARED END SECTION EA 750.0000 1,500.00 1.000 750.00 33 ROCK SLOPE PROTECTION M3 450.0000 1,350.00 2.410 1,084.50 (BACKING NO. 2, METHOD B) 34 SLOPE PAVING (COBBLE) M2 110.0000 860,200.00 7,820.000 860,200.00 F) 35 ROCK SLOPE PROTECTION FABRIC M2 25.0000 225.00 8.830 220.75 36 MINOR CONCRETE (CURB) M3 1,015.0000 10,150.00 13.100 13,296.50 37 MINOR CONCRETE (MISCELLANEOUS M3 675.0000 61,425.00 81.360 54,918.00 CONSTRUCTION) 38 MISCELLANEOUS IRON AND STEEL KG 3.5000 54,103.00 14,947.000 52,314.50 SF) 39 CHAIN LINK FENCE (TYPE CL-1.8) M 74.0000 296.00 0.000 0.00 S) 40 CHAIN LINK FENCE (TYPE CL-2.4) M 157.0000 938,860.00 5,332.670 837,229.19 S) 41 CHAIN LINK FENCE (TYPE CL-3.0) M 181.0000 110,410.00 416.230 75,337.63 S) 42 ONE-WAY WILDLIFE GATE EA 3,690.0000 44,280.00 0.000 0.00 S) 43 1.2 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,015.0000 18,270.00 0.000 0.00 S) 44 1.5 M CHAIN LINK GATE (TYPE CL-1.8) M 1,360.0000 2,720.00 1.000 1,360.00 45 DELINEATOR (CLASS 1) EA 110.0000 440.00 0.000 0.00 46 METAL BEAM GUARD RAILING (WOOD POST) M 147.0000 120,540.00 779.600 114,601.20 S) 47 SINGLE THRIE BEAM BARRIER (WOOD POST) M 89.5000 98,450.00 1,637.400 146,547.30 S) 48 DOUBLE THRIE BEAM BARRIER (WOOD POST) M 115.5000 1,316,700.00 11,137.900 1,286,427.45 49 BURIED POST ANCHOR EA 160.0000 160.00 1.000 160.00 50 TRANSITION RAILING (TYPE WB) EA 3,325.0000 26,600.00 9.000 29,925.00 S) 51 TRANSITION RAILING (TYPE DTB) EA 3,325.0000 46,550.00 15.000 49,875.00 S) 52 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 505.0000 12,120.00 22.000 11,110.00 S) 53 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,730.0000 4,730.00 3.000 14,190.00 54 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,015.0000 75,375.00 31.000 93,465.00 55 CONCRETE BARRIER (TYPE 736) M 360.0000 326,880.00 908.000 326,880.00 SF) 56 CONCRETE BARRIER (TYPE 736A) M 370.0000 263,810.00 703.000 260,110.00 F) 57 CONCRETE BARRIER (TYPE 736 MODIFIED) M 370.0000 108,040.00 292.000 108,040.00 SF) PROGRAM CAS145 PAGE 7 DATE 09/09/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-115454 TIME 09:00 AM ESTIMATE NO. 32 BID OPENING 02/23/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/08 R.E. NAME: EID, EMILE DATE OF THIS ESTIMATE 09/09/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 CONCRETE BARRIER (TYPE 736SV) M 660.0000 2,917,200.00 4,392.120 2,898,799.20 59 THERMOPLASTIC PAVEMENT MARKING M2 68.0000 3,196.00 66.880 4,547.84 S) 60 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.1800 54,280.00 49,049.500 57,878.41 S) 61 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.9100 12,854.30 696.000 1,329.36 S) 62 200 MM THERMOPLASTIC TRAFFIC STRIPE M 0.7700 215.60 280.000 215.60 S) (BROKEN 3.66 M - 0.92 M) 63 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.5000 24,350.00 50,541.600 25,270.80 S) (BROKEN 10.98 M - 3.66 M) 64 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.6900 972.90 762.500 526.13 S) (BROKEN 5.18 M - 2.14 M) 65 PAINT TRAFFIC STRIPE (2-COAT) M 0.5500 1,622.50 3,320.360 1,826.20 S) 66 PAINT PAVEMENT MARKING (2-COAT) M2 27.0000 1,944.00 32.150 868.05 S) 67 PAVEMENT MARKER (NON-REFLECTIVE) EA 3.0500 41,480.00 13,807.000 42,111.35 S) 68 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.4000 54,120.00 11,518.000 50,679.20 S) 69 SIGNAL AND LIGHTING LS 611,500.0000 611,500.00 1.000 611,500.00 S) 70 LIGHTING (TEMPORARY) LS 262,500.0000 262,500.00 1.000 262,500.00 S) 71 CHANGEABLE MESSAGE SIGN LS 24,000.0000 24,000.00 0.980 23,520.00 S) (LOCATION VE 139) 72 IRRIGATION CONTROLLER ENCLOSURE CABINET EA 4,780.0000 4,780.00 0.000 0.00 S) 73 INTERCONNECTION CONDUIT AND CABLE LS 9,080.0000 9,080.00 1.000 9,080.00 S) 74 1-53C (TRENCH IN ASPHALT) M 65.0000 48,100.00 0.000 0.00 S) 75 1-78C (JACK BENEATH ROADWAY) M 195.0000 21,450.00 25.000 4,875.00 S) 76 INNERDUCT (SIZE 25) M 4.3500 448,050.00 55,783.000 242,656.05 S) 77 2-103C (TRENCH IN ASPHALT) M 212.6000 2,487,420.00 11,927.000 2,535,680.20 S) 78 2-103C, JACK BENEATH ROADWAY M 459.5000 790,340.00 1,445.000 663,977.50 S) 79 1-78C (TRENCH IN ASPHALT) M 126.0000 83,160.00 712.000 89,712.00 S) 80 COMMUNICATION CONDUIT (BRIDGE) M 156.0000 344,916.00 2,211.000 344,916.00 SF) 81 SPRINKLER CONTROL CONDUIT (BRIDGE) M 35.0000 22,085.00 631.000 22,085.00 SF) 82 ELECTRIC SERVICE (IRRIGATION) LS 3,535.0000 3,535.00 1.000 3,535.00 S) 83 AUTOMATIC VEHICLE CLASSIFICATION STATION LS 42,175.0000 42,175.00 0.900 37,957.50 S) (LOCATION VE 736) 84 AUTOMATIC VEHICLE CLASSIFICATION STATION LS 40,180.0000 40,180.00 0.880 35,358.40 S) (MODIFY) (LOCATION VE 73) PROGRAM CAS145 PAGE 8 DATE 09/09/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-115454 TIME 09:00 AM ESTIMATE NO. 32 BID OPENING 02/23/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/08 R.E. NAME: EID, EMILE DATE OF THIS ESTIMATE 09/09/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 TRAFFIC MONITORING STATION LS 40,545.0000 40,545.00 0.980 39,734.10 S) (LOCATION 2740) 86 TRAFFIC MONITORING STATION LS 21,745.0000 21,745.00 0.980 21,310.10 S) (LOCATION 2741) 87 TRAFFIC MONITORING STATION LS 41,235.0000 41,235.00 0.980 40,410.30 S) (LOCATION 2742) 88 TRAFFIC MONITORING STATION) LS 25,285.0000 25,285.00 0.980 24,779.30 S) (LOCATION 2743) 89 TRAFFIC MONITORING STATION LS 31,120.0000 31,120.00 0.980 30,497.60 S) (LOCATION 2744) 90 TRAFFIC MONITORING STATION LS 85,100.0000 85,100.00 0.980 83,398.00 S) (LOCATION 2745) 91 CLOSED CIRCUIT TELEVISION CAMERA LS 66,650.0000 66,650.00 0.980 65,317.00 S) (LOCATION VE 043) 92 CLOSED CIRCUIT TELEVISION CAMERA LS 34,070.0000 34,070.00 0.980 33,388.60 S) (LOCATION VE 072) 93 CLOSED CIRCUIT TELEVISION CAMERA LS 34,855.0000 34,855.00 0.980 34,157.90 S) (LOCATION VE 139) 94 RAMP METERING SYSTEM (LOCATION 1744) LS 74,230.0000 74,230.00 1.000 74,230.00 S) 95 RAMP METERING SYSTEM (LOCATION 1745) LS 65,730.0000 65,730.00 1.000 65,730.00 S) 96 RAMP METERING SYSTEM (LOCATION 1746) LS 68,360.0000 68,360.00 1.000 68,360.00 S) 97 RAMP METERING SYSTEM (LOCATION 1747) LS 67,630.0000 67,630.00 1.000 67,630.00 S) 98 RAMP METERING SYSTEM (LOCATION 1748) LS 58,410.0000 58,410.00 1.000 58,410.00 S) 99 RAMP METERING SYSTEM (LOCATION 1749) LS 81,885.0000 81,885.00 1.000 81,885.00 S) 00 RAMP METERING SYSTEM (LOCATION 1750) LS 71,910.0000 71,910.00 1.000 71,910.00 S) 01 RAMP METERING SYSTEM (LOCATION 1751) LS 70,150.0000 70,150.00 1.000 70,150.00 S) 02 RAMP METERING SYSTEM (LOCATION 1752) LS 76,160.0000 76,160.00 1.000 76,160.00 S) 03 RAMP METERING SYSTEM (LOCATION 1850) LS 108,550.0000 108,550.00 1.000 108,550.00 S) 04 RAMP METERING SYSTEM (LOCATION 1753) LS 58,115.0000 58,115.00 1.000 58,115.00 S) 05 RAMP METERING SYSTEM (LOCATION 1754) LS 85,500.0000 85,500.00 1.000 85,500.00 S) 06 RAMP METERING SYSTEM (LOCATION 1755) LS 78,915.0000 78,915.00 1.000 78,915.00 S) 07 RAMP METERING SYSTEM (LOCATION 1756) LS 78,840.0000 78,840.00 0.980 77,263.20 S) 08 RAMP METERING SYSTEM (LOCATION 1757) LS 69,010.0000 69,010.00 0.980 67,629.80 S) 09 RAMP METERING SYSTEM (LOCATION 1758) LS 105,915.0000 105,915.00 0.980 103,796.70 S) 10 RAMP METERING SYSTEM (LOCATION 1759) LS 106,715.0000 106,715.00 0.980 104,580.70 S) 11 RAMP METERING SYSTEM (LOCATION 1761) LS 100,200.0000 100,200.00 0.980 98,196.00 S) PROGRAM CAS145 PAGE 9 DATE 09/09/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-115454 TIME 09:00 AM ESTIMATE NO. 32 BID OPENING 02/23/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/08 R.E. NAME: EID, EMILE DATE OF THIS ESTIMATE 09/09/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 12 RAMP METERING SYSTEM (LOCATION 1762) LS 54,385.0000 54,385.00 0.980 53,297.30 S) 13 RAMP METERING SYSTEM (LOCATION 1763) LS 75,690.0000 75,690.00 0.980 74,176.20 S) 14 RAMP METERING SYSTEM (LOCATION 1764) LS 81,935.0000 81,935.00 0.980 80,296.30 S) 15 RAMP METERING SYSTEM (MODIFY) LS 95,545.0000 95,545.00 0.980 93,634.10 S) (LOCATION 1572) 16 RAMP METERING SYSTEM (LOCATION 1573) LS 56,945.0000 56,945.00 0.920 52,389.40 S) 17 DATA NODE (LOCATION VE 159) LS 90,975.0000 90,975.00 0.980 89,155.50 S) 18 VIDEO NODE (LOCATION VE 159) LS 61,130.0000 61,130.00 0.980 59,907.40 S) 19 MODIFY LIGHTING AND SIGN ILLUMINATION LS 872,000.0000 872,000.00 0.980 854,560.00 S) 20 12 SINGLEMODE FIBER OPTIC CABLE M 5.4500 1,090.00 4,414.000 24,056.30 S) 21 48 SINGLEMODE FIBER OPTIC CABLE M 6.5500 85,150.00 14,200.000 93,010.00 S) 22 72 SINGLE MODE FIBER OPTIC CABLE (VIDEO) M 7.6500 99,450.00 14,200.000 108,630.00 S) 23 72 SINGLE MODE FIBER OPTIC CABLE (DATA) M 7.6500 99,450.00 14,200.000 108,630.00 S) 24 FIBER OPTIC SPLICE CLOSURE EA 1,715.0000 42,875.00 18.000 30,870.00 S) 25 CONDUCTOR (NO. 4) M 10.9000 8,720.00 0.000 0.00 S) 26 NO. 6 PULL BOX EA 498.0000 6,474.00 11.000 5,478.00 S) 27 COMMUNICATION PULL BOX EA 1,173.0000 93,840.00 68.000 79,764.00 S) 28 SPLICE VAULT EA 2,330.0000 53,590.00 24.000 55,920.00 S) 29 SYSTEM TESTING AND DOCUMENTATION LS 58,370.0000 58,370.00 0.000 0.00 S) PROGRAM CAS145 PAGE 10 DATE 09/09/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-115454 TIME 09:00 AM ESTIMATE NO. 32 BID OPENING 02/23/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/08 R.E. NAME: EID, EMILE DATE OF THIS ESTIMATE 09/09/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 107,423.71 56,163,342.56 ADJUSTMENT OF COMPENSATION 45,973.92 634,389.36 EXTRA WORK 98,001.09 2,012,651.32 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 251,398.72 58,810,383.24 30 MOBILIZATION LS 1450,000.0000 1,450,000.00 1.000 1,450,000.00 ORIGINAL CONTRACT AMOUNT 59,253,187.90 TOTAL WORK COMPLETED 251,398.72 60,260,383.24 MATERIALS ON HAND ON SITE 15,787.84 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 251,398.72 60,276,171.08 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 04/17/06 1010 07/12/06 05/02/06 08/11/10 467 66 0 0 PLANT ESTABLISHMENT PERI PROGRESS IS SATISFACTORY EID, EMILE RESIDENT ENGINEER PROGRAM CAS145 DATE 09/09/08