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 06/19/08 EST. NO.29 TIME 12:14 PM 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 --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** 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 06/19/08 EST. NO.29 TIME 12:14 PM 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 06/19/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-115454 TIME 12:14 PM ESTIMATE NO. 29 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 06/20/08 R.E. NAME: EID, EMILE DATE OF THIS ESTIMATE 06/19/08 LOCATION RERUN 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 22.000 46,200.00 471.000 989,100.00 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 0.100 750.00 0.500 3,750.00 06 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 0.500 1,250.00 PREVENTION PLAN 07 WATER POLLUTION CONTROL LS 275,000.0000 275,000.00 0.015 4,125.00 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 0.025 900.00 0.625 22,500.00 S) 10 TRAFFIC CONTROL SYSTEM LS 650,000.0000 650,000.00 0.850 552,500.00 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 06/19/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-115454 TIME 12:14 PM ESTIMATE NO. 29 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 06/20/08 R.E. NAME: EID, EMILE DATE OF THIS ESTIMATE 06/19/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 3,850.00 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 20,610.00 515.000 4,635.00 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 0.650 86,450.00 49 DEVELOP WATER SUPPLY LS 45,000.0000 45,000.00 1.000 45,000.00 PROGRAM CAS145 PAGE 3 DATE 06/19/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-115454 TIME 12:14 PM ESTIMATE NO. 29 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 06/20/08 R.E. NAME: EID, EMILE DATE OF THIS ESTIMATE 06/19/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.178 20,025.00 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 30,163.740 17,193.33 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 S) 63 PURE LIVE SEED (EROSION CONTROL) KG 131.0000 110,040.00 301.780 39,533.18 S) 64 STABILIZING EMULSION (EROSION CONTROL) KG 1.8200 10,082.80 3,974.320 7,233.26 S) 65 PLANT ESTABLISHMENT WORK LS 55,000.0000 55,000.00 0.000 0.00 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 78.600 21,615.00 (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 9.500 1,220.75 3,938.290 506,070.27 75 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 55.0000 1,430.00 15.500 852.50 15.500 852.50 AREA) 76 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 11.5000 8,050.00 190.000 2,185.00 663.190 7,626.69 PROGRAM CAS145 PAGE 4 DATE 06/19/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-115454 TIME 12:14 PM ESTIMATE NO. 29 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 06/20/08 R.E. NAME: EID, EMILE DATE OF THIS ESTIMATE 06/19/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 4,370.00 291.000 3,346.50 291.000 3,346.50 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 2,185.00 228.000 2,622.00 228.000 2,622.00 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 5.718 5,803.77 637.838 647,405.57 (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 06/19/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-115454 TIME 12:14 PM ESTIMATE NO. 29 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 06/20/08 R.E. NAME: EID, EMILE DATE OF THIS ESTIMATE 06/19/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 60,040.00 103.200 16,305.60 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 0.000 0.00 S) 08 JOINT SEAL (MR 50 MM) M 392.0000 47,040.00 0.000 0.00 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 24,230.000 198,686.00 281,242.000 2,306,184.40 F) 13 INSTALL SIGN STRUCTURE (TRUSS) KG 0.5000 140,621.00 24,230.000 12,115.00 281,242.000 140,621.00 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 0.000 0.00 17 ROADSIDE SIGN - ONE POST EA 460.0000 27,600.00 14.000 6,440.00 18 ROADSIDE SIGN - TWO POST EA 435.0000 6,960.00 3.000 1,305.00 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 0.000 0.00 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 0.000 0.00 30 TAPERED INLET EA 600.0000 600.00 0.000 0.00 PROGRAM CAS145 PAGE 6 DATE 06/19/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-115454 TIME 12:14 PM ESTIMATE NO. 29 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 06/20/08 R.E. NAME: EID, EMILE DATE OF THIS ESTIMATE 06/19/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 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 938,860.00 380.000 59,660.00 4,124.730 647,582.61 S) 41 CHAIN LINK FENCE (TYPE CL-3.0) M 181.0000 110,410.00 252.100 45,630.10 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 1.000 147.00 779.600 114,601.20 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 1.000 3,325.00 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 1.000 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 06/19/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-115454 TIME 12:14 PM ESTIMATE NO. 29 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 06/20/08 R.E. NAME: EID, EMILE DATE OF THIS ESTIMATE 06/19/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 37.900 2,577.20 49.600 3,372.80 S) 60 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.1800 54,280.00 1,653.000 1,950.54 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 1,653.000 826.50 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 11.700 315.90 32.150 868.05 S) 67 PAVEMENT MARKER (NON-REFLECTIVE) EA 3.0500 41,480.00 448.000 1,366.40 13,807.000 42,111.35 S) 68 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.4000 54,120.00 350.000 1,540.00 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 0.630 15,120.00 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 0.540 1,908.90 1.000 3,535.00 S) 83 AUTOMATIC VEHICLE CLASSIFICATION STATION LS 42,175.0000 42,175.00 0.170 7,169.75 0.680 28,679.00 S) (LOCATION VE 736) 84 AUTOMATIC VEHICLE CLASSIFICATION STATION LS 40,180.0000 40,180.00 0.270 10,848.60 0.300 12,054.00 S) (MODIFY) (LOCATION VE 73) PROGRAM CAS145 PAGE 8 DATE 06/19/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-115454 TIME 12:14 PM ESTIMATE NO. 29 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 06/20/08 R.E. NAME: EID, EMILE DATE OF THIS ESTIMATE 06/19/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.110 4,459.95 0.820 33,246.90 S) (LOCATION 2740) 86 TRAFFIC MONITORING STATION LS 21,745.0000 21,745.00 0.100 2,174.50 0.800 17,396.00 S) (LOCATION 2741) 87 TRAFFIC MONITORING STATION LS 41,235.0000 41,235.00 0.070 2,886.45 0.890 36,699.15 S) (LOCATION 2742) 88 TRAFFIC MONITORING STATION) LS 25,285.0000 25,285.00 0.090 2,275.65 0.810 20,480.85 S) (LOCATION 2743) 89 TRAFFIC MONITORING STATION LS 31,120.0000 31,120.00 0.080 2,489.60 0.860 26,763.20 S) (LOCATION 2744) 90 TRAFFIC MONITORING STATION LS 85,100.0000 85,100.00 0.190 16,169.00 0.950 80,845.00 S) (LOCATION 2745) 91 CLOSED CIRCUIT TELEVISION CAMERA LS 66,650.0000 66,650.00 0.770 51,320.50 S) (LOCATION VE 043) 92 CLOSED CIRCUIT TELEVISION CAMERA LS 34,070.0000 34,070.00 0.040 1,362.80 0.380 12,946.60 S) (LOCATION VE 072) 93 CLOSED CIRCUIT TELEVISION CAMERA LS 34,855.0000 34,855.00 0.040 1,394.20 0.500 17,427.50 S) (LOCATION VE 139) 94 RAMP METERING SYSTEM (LOCATION 1744) LS 74,230.0000 74,230.00 0.030 2,226.90 0.930 69,033.90 S) 95 RAMP METERING SYSTEM (LOCATION 1745) LS 65,730.0000 65,730.00 0.030 1,971.90 0.930 61,128.90 S) 96 RAMP METERING SYSTEM (LOCATION 1746) LS 68,360.0000 68,360.00 0.930 63,574.80 S) 97 RAMP METERING SYSTEM (LOCATION 1747) LS 67,630.0000 67,630.00 0.020 1,352.60 0.930 62,895.90 S) 98 RAMP METERING SYSTEM (LOCATION 1748) LS 58,410.0000 58,410.00 0.880 51,400.80 S) 99 RAMP METERING SYSTEM (LOCATION 1749) LS 81,885.0000 81,885.00 0.130 10,645.05 0.930 76,153.05 S) 00 RAMP METERING SYSTEM (LOCATION 1750) LS 71,910.0000 71,910.00 0.010 719.10 0.920 66,157.20 S) 01 RAMP METERING SYSTEM (LOCATION 1751) LS 70,150.0000 70,150.00 0.060 4,209.00 0.930 65,239.50 S) 02 RAMP METERING SYSTEM (LOCATION 1752) LS 76,160.0000 76,160.00 0.990 75,398.40 S) 03 RAMP METERING SYSTEM (LOCATION 1850) LS 108,550.0000 108,550.00 0.900 97,695.00 S) 04 RAMP METERING SYSTEM (LOCATION 1753) LS 58,115.0000 58,115.00 0.080 4,649.20 0.910 52,884.65 S) 05 RAMP METERING SYSTEM (LOCATION 1754) LS 85,500.0000 85,500.00 0.970 82,935.00 S) 06 RAMP METERING SYSTEM (LOCATION 1755) LS 78,915.0000 78,915.00 0.940 74,180.10 S) 07 RAMP METERING SYSTEM (LOCATION 1756) LS 78,840.0000 78,840.00 0.020 1,576.80 0.910 71,744.40 S) 08 RAMP METERING SYSTEM (LOCATION 1757) LS 69,010.0000 69,010.00 0.050 3,450.50 0.930 64,179.30 S) 09 RAMP METERING SYSTEM (LOCATION 1758) LS 105,915.0000 105,915.00 0.010 1,059.15 0.950 100,619.25 S) 10 RAMP METERING SYSTEM (LOCATION 1759) LS 106,715.0000 106,715.00 0.090 9,604.35 0.950 101,379.25 S) 11 RAMP METERING SYSTEM (LOCATION 1761) LS 100,200.0000 100,200.00 0.040 4,008.00 0.950 95,190.00 S) PROGRAM CAS145 PAGE 9 DATE 06/19/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-115454 TIME 12:14 PM ESTIMATE NO. 29 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 06/20/08 R.E. NAME: EID, EMILE DATE OF THIS ESTIMATE 06/19/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.080 4,350.80 0.920 50,034.20 S) 13 RAMP METERING SYSTEM (LOCATION 1763) LS 75,690.0000 75,690.00 0.010 756.90 0.930 70,391.70 S) 14 RAMP METERING SYSTEM (LOCATION 1764) LS 81,935.0000 81,935.00 0.070 5,735.45 0.940 77,018.90 S) 15 RAMP METERING SYSTEM (MODIFY) LS 95,545.0000 95,545.00 0.100 9,554.50 0.950 90,767.75 S) (LOCATION 1572) 16 RAMP METERING SYSTEM (LOCATION 1573) LS 56,945.0000 56,945.00 0.150 8,541.75 0.920 52,389.40 S) 17 DATA NODE (LOCATION VE 159) LS 90,975.0000 90,975.00 0.190 17,285.25 0.520 47,307.00 S) 18 VIDEO NODE (LOCATION VE 159) LS 61,130.0000 61,130.00 0.150 9,169.50 0.170 10,392.10 S) 19 MODIFY LIGHTING AND SIGN ILLUMINATION LS 872,000.0000 872,000.00 0.950 828,400.00 S) 20 12 SINGLEMODE FIBER OPTIC CABLE M 5.4500 1,090.00 328.000 1,787.60 3,169.000 17,271.05 S) 21 48 SINGLEMODE FIBER OPTIC CABLE M 6.5500 85,150.00 14,200.000 93,010.00 14,200.000 93,010.00 S) 22 72 SINGLE MODE FIBER OPTIC CABLE (VIDEO) M 7.6500 99,450.00 7,700.000 58,905.00 14,200.000 108,630.00 S) 23 72 SINGLE MODE FIBER OPTIC CABLE (DATA) M 7.6500 99,450.00 7,700.000 58,905.00 14,200.000 108,630.00 S) 24 FIBER OPTIC SPLICE CLOSURE EA 1,715.0000 42,875.00 8.000 13,720.00 8.000 13,720.00 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 06/19/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-115454 TIME 12:14 PM ESTIMATE NO. 29 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 06/20/08 R.E. NAME: EID, EMILE DATE OF THIS ESTIMATE 06/19/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 744,063.76 55,117,472.08 ADJUSTMENT OF COMPENSATION 0.00 588,415.44 EXTRA WORK 0.00 1,404,790.58 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 744,063.76 57,110,678.10 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 744,063.76 58,560,678.10 MATERIALS ON HAND ON SITE 41,131.44 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 744,063.76 58,601,809.54 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 93% 61% PROGRESS IS SATISFACTORY EID, EMILE RESIDENT ENGINEER PROGRAM CAS145 PAGE 2 DATE 06/19/08