PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 07/24/06 EST. NO.17 TIME 04:00 PM R.E. NAME: CARRANZA, ALVARO 07-125204 --------------------------------------------------------------------------- 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 0056 613.61 E.W. @ F.A.(+) 070605 N 0045.0 0071 2,502.55 031606 N 0153.0 0093 2,140.46 051905 N 0108.0 0095 1,257.92 032306 N 0249.0 0096 1,244.59 042606 N 0250.0 0097 1,244.59 052606 N 0251.0 002 0012 9,600.00 A.C. @ U.P.(+) 072006 N 1 0 009 0001 138,025.00 E.W. @ L.S.(+) 071806 N 1 0 010 0001 187,144.50 E.W. @ L.S.(+) 071806 N 1 0 012 0009 151,100.00 E.W. @ L.S.(+) 071806 N 9 0 016 0001 18,655.00 E.W. @ L.S.(+) 071806 N 1 0 021 0044 626.76 E.W. @ F.A.(+) 013106 N 0229.0 0045 938.37 020106 N 0230.0 0046 1,363.39 020206 N 0231.0 0047 253.58 020206 N 0232.0 0048 2,731.57 020206 N 0233.0 024 0005 15,986.45 E.W. @ U.P (+) 072006 N 6 0 035 0001 41,586.00 E.W. @ L.S.(+) 071806 N 1 0 038 0001 31,500.00 A.C. @ U.P.(+) 072006 N 1 0 608,514.34 TOTAL THIS ESTIMATE 1,603,820.14 TOTAL PREVIOUS ESTIMATE 2,212,334.48 TOTAL TO DATE PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 07/24/06 EST. NO.17 TIME 04:00 PM R.E. NAME: CARRANZA, ALVARO 07-125204 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE AC OP NOT COMP SR PR -5,000.00 02 AC OP REIMBERSEMENT 5,000.00 03 0.00 0.00 LABOR COMPLIANCE VIOLATION MARCH, APRIL 05 -10,000.00 02 MARCH, APRIL 2005 10,000.00 03 MAY 2005 -10,000.00 03 MAY 2005 10,000.00 04 JULY 2005 -10,000.00 05 AUG 05 -10,000.00 07 OCT 05 -10,000.00 08 AUG 05 10,000.00 10 JULY 2005 10,000.00 10 OCT 05 10,000.00 10 JFL 1/06 -10,000.00 12 AMBER 06 -10,000.00 13 AMBER 06 10,000.00 14 JFL 1/06 10,000.00 14 MAY 06 -10,000.00 16 JUNE 06 -10,000.00 17 MAY 06 10,000.00 17 0.00 -10,000.00 TOTAL DEDUCTIONS 0.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 07/24/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-125204 TIME 04:00 PM ESTIMATE NO. 17 BID OPENING 01/27/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/06 R.E. NAME: CARRANZA, ALVARO DATE OF THIS ESTIMATE 07/24/06 LOCATION PROGRESS ESTIMATE 07-LA-14-R54.5/R60.7 ----------------- R AND L BROSAMER INC IN LOS ANGELES COUNTY IN AND NEAR P O BOX 238 PALMDALE FROM 0.4 KM SOUTH OF ALAMO CA 94507 MOUNTAIN SPRING ROAD OVERCROSSING TO AVENUE P8 UNDERCROSSING FED. AID NO. CMLN-6207(28)E WIDEN EXISTING HIGHWAY AND BRIDGES ------------------------------------------------------------------------------------------------------------------------------------ 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 20,000.0000 20,000.00 1.000 20,000.00 02 TIME-RELATED OVERHEAD LS 1200,000.0000 1,200,000.00 1.000 1,200,000.00 03 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 1.000 5,000.00 PREVENTION PLAN 04 WATER POLLUTION CONTROL LS 225,000.0000 225,000.00 1.000 225,000.00 05 CONSTRUCTION AREA SIGNS LS 25,000.0000 25,000.00 1.000 25,000.00 S) 06 TRAFFIC CONTROL SYSTEM LS 300,000.0000 300,000.00 1.000 300,000.00 S) 07 TEMPORARY PAVEMENT MARKING (PAINT) M2 50.0000 2,100.00 40.390 2,019.50 S) 08 TEMPORARY TRAFFIC STRIPE (PAINT) M 2.0000 2,460.00 1,652.000 3,304.00 S) 09 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 12,250.00 492.000 17,220.00 S) 10 TEMPORARY PAVEMENT MARKER EA 4.0000 332.00 0.000 0.00 S) 11 TEMPORARY RAILING (TYPE K) M 45.0000 859,500.00 20,710.370 931,966.65 S) 12 TEMPORARY CRASH CUSHION MODULE EA 300.0000 99,000.00 530.000 159,000.00 S) 13 TEMPORARY TRAFFIC SCREEN M 15.0000 14,100.00 940.000 14,100.00 S) 14 REMOVE MARKER EA 30.0000 480.00 0.000 0.00 15 REMOVE METAL BEAM GUARD RAILING M 30.0000 43,500.00 1,401.240 42,037.20 16 REMOVE TRAFFIC STRIPE M 1.5000 118,650.00 13,499.000 20,248.50 54,780.940 82,171.41 17 REMOVE PAINTED PAVEMENT MARKING M2 35.0000 4,200.00 18.840 659.40 58.390 2,043.65 18 REMOVE PAVEMENT MARKER EA 1.5000 10,350.00 10,839.000 16,258.50 19 REMOVE ROADSIDE SIGN EA 150.0000 900.00 2.000 300.00 6.000 900.00 20 REMOVE ROADSIDE SIGN PANEL EA 500.0000 1,000.00 2.000 1,000.00 2.000 1,000.00 21 REMOVE ASPHALT CONCRETE DIKE M 5.0000 7,850.00 1,560.900 7,804.50 22 REMOVE PIPE M 150.0000 1,050.00 6.200 930.00 PROGRAM CAS145 PAGE 2 DATE 07/24/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-125204 TIME 04:00 PM ESTIMATE NO. 17 BID OPENING 01/27/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/06 R.E. NAME: CARRANZA, ALVARO DATE OF THIS ESTIMATE 07/24/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE INLET EA 500.0000 1,000.00 2.000 1,000.00 24 REMOVE DOWNDRAIN M 100.0000 6,400.00 63.000 6,300.00 25 REMOVE CONCRETE PAVEMENT M2 35.0000 132,300.00 3,780.000 132,300.00 26 SALVAGE CONCRETE BARRIER (TYPE K) M 15.0000 55,800.00 3,103.000 46,545.00 3,103.000 46,545.00 27 RECONSTRUCT METAL BEAM GUARD RAILING M 125.0000 4,375.00 0.000 0.00 S) 28 RELOCATE CONCRETE BARRIER (TYPE K) M 8.0000 29,760.00 3,103.000 24,824.00 29 RELOCATE ROADSIDE SIGN EA 300.0000 1,500.00 5.000 1,500.00 5.000 1,500.00 30 ADJUST INLET EA 1,000.0000 1,000.00 0.000 0.00 S) 31 MODIFY INLET EA 1,500.0000 10,500.00 8.000 12,000.00 32 REMOVE CONCRETE BARRIER M 100.0000 119,000.00 6.110 611.00 1,434.360 143,436.00 33 CAP INLET EA 500.0000 9,000.00 4.000 2,000.00 18.000 9,000.00 34 BRIDGE REMOVAL (PORTION), LOCATION A LS 35,000.0000 35,000.00 1.000 35,000.00 35 BRIDGE REMOVAL (PORTION), LOCATION B LS 27,000.0000 27,000.00 1.000 27,000.00 36 BRIDGE REMOVAL (PORTION), LOCATION C LS 27,000.0000 27,000.00 1.000 27,000.00 37 BRIDGE REMOVAL (PORTION), LOCATION D LS 58,000.0000 58,000.00 1.000 58,000.00 38 BRIDGE REMOVAL (PORTION), LOCATION E LS 22,000.0000 22,000.00 1.000 22,000.00 39 BRIDGE REMOVAL (PORTION), LOCATION F LS 45,000.0000 45,000.00 1.000 45,000.00 40 CLEARING AND GRUBBING LS 150,000.0000 150,000.00 1.000 150,000.00 41 ROADWAY EXCAVATION M3 25.0000 1,732,500.00 204.200 5,105.00 67,261.060 1,681,526.50 42 ROADWAY EXCAVATION (TYPE Y) M3 125.0000 5,125.00 80.000 10,000.00 (AERIALLY DEPOSITED LEAD) 43 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 44 STRUCTURE EXCAVATION (BRIDGE) M3 125.0000 248,875.00 1,991.000 248,875.00 F) 45 STRUCTURE EXCAVATION (TYPE D) M3 125.0000 67,500.00 540.000 67,500.00 F) 46 STRUCTURE BACKFILL (BRIDGE) M3 80.0000 104,880.00 138.000 11,040.00 1,311.000 104,880.00 F) 47 STRAW (EROSION CONTROL) TONN 450.0000 1,800.00 0.000 0.00 S) 48 FIBER (EROSION CONTROL) KG 1.0000 1,020.00 0.000 0.00 S) 49 COMPOST (EROSION CONTROL) KG 0.7500 3,067.50 0.000 0.00 S) PROGRAM CAS145 PAGE 3 DATE 07/24/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-125204 TIME 04:00 PM ESTIMATE NO. 17 BID OPENING 01/27/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/06 R.E. NAME: CARRANZA, ALVARO DATE OF THIS ESTIMATE 07/24/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 750.0000 1,500.00 0.000 0.00 S) 51 PURE LIVE SEED (EROSION CONTROL) KG 125.0000 4,125.00 0.000 0.00 S) 52 STABILIZING EMULSION (EROSION CONTROL) KG 5.0000 1,050.00 0.000 0.00 S) 53 CUTTINGS (PLANT GROUP W) EA 10.0000 1,700.00 0.000 0.00 S) 54 AGGREGATE BASE (APPROACH SLAB) M3 150.0000 10,050.00 4.400 660.00 140.750 21,112.50 55 CLASS 3 AGGREGATE BASE M3 35.0000 945,000.00 1,210.100 42,353.50 26,882.550 940,889.25 56 LEAN CONCRETE BASE M3 90.0000 1,584,000.00 17,497.170 1,574,745.30 57 ASPHALT CONCRETE (TYPE B) TONN 70.0000 973,000.00 1,515.310 106,071.70 8,866.430 620,650.10 58 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 40.0000 3,520.00 0.000 0.00 AREA) 59 PLACE ASPHALT CONCRETE DIKE (TYPE B) M 10.0000 400.00 0.000 0.00 60 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 10.0000 710.00 0.000 0.00 61 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 10.0000 1,500.00 0.000 0.00 62 CONCRETE PAVEMENT M3 134.0000 4,475,600.00 33,389.850 4,474,239.90 63 SEAL PAVEMENT JOINT M 10.0000 449,000.00 44,864.000 448,640.00 64 SEAL LONGITUDINAL ISOLATION JOINT M 35.0000 602,000.00 17,175.000 601,125.00 65 GRIND EXISTING CONCRETE M2 10.0000 337,000.00 33,899.060 338,990.60 S) PAVEMENT 66 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 200.0000 153,000.00 895.000 179,000.00 S) PILING 67 2.1 M CAST-IN-DRILLED-HOLE CONCRETE M 6,000.0000 114,000.00 19.000 114,000.00 S) PILING 68 2.1 M CAST-IN-DRILLED-HOLE CONCRETE M 6,000.0000 120,000.00 20.000 120,000.00 S) PILING (ROCK SOCKET) 69 350 MM CAST-IN-DRILLED-HOLE CONCRETE M 125.0000 87,500.00 691.000 86,375.00 S) PILING (SOUND WALL) 70 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 140.0000 302,400.00 2,161.500 302,610.00 S) PILING (SOUND WALL) 71 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 400.0000 192,400.00 481.000 192,400.00 F) 72 STRUCTURAL CONCRETE, BRIDGE M3 600.0000 1,859,400.00 17.500 10,500.00 3,099.000 1,859,400.00 F) 73 STRUCTURAL CONCRETE, APPROACH SLAB M3 600.0000 279,000.00 465.000 279,000.00 F) (TYPE N) 74 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,500.0000 978,000.00 788.400 1,182,600.00 (TYPE R) 75 MINOR CONCRETE (MINOR STRUCTURE) M3 1,500.0000 114,900.00 53.130 79,695.00 F) 76 MINOR CONCRETE (PIPE ENCASEMENT) M3 175.0000 3,675.00 9.780 1,711.50 PROGRAM CAS145 PAGE 4 DATE 07/24/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-125204 TIME 04:00 PM ESTIMATE NO. 17 BID OPENING 01/27/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/06 R.E. NAME: CARRANZA, ALVARO DATE OF THIS ESTIMATE 07/24/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 MINOR CONCRETE (BACKFILL) M3 160.0000 2,560.00 15.180 2,428.80 78 PAVING NOTCH EXTENSION M3 3,000.0000 120,000.00 12.710 38,130.00 79 DRILL AND BOND DOWEL M 80.0000 55,760.00 436.500 34,920.00 80 RESIN CAPSULE ANCHOR EA 30.0000 51,240.00 18.000 540.00 2,078.000 62,340.00 81 FURNISH PRECAST PRESTRESSED CONCRETE EA 6,500.0000 143,000.00 22.000 143,000.00 S) GIRDER (5 M - 10 M) 82 FURNISH PRECAST PRESTRESSED CONCRETE EA 7,000.0000 70,000.00 10.000 70,000.00 S) GIRDER (10 M - 15 M) 83 FURNISH PRECAST PRESTRESSED CONCRETE EA 8,000.0000 256,000.00 32.000 256,000.00 S) GIRDER (15 M - 20 M) 84 FURNISH PRECAST PRESTRESSED CONCRETE EA 8,500.0000 42,500.00 5.000 42,500.00 S) GIRDER (20 M - 25 M) 85 FURNISH PRECAST PRESTRESSED CONCRETE EA 11,000.0000 55,000.00 5.000 55,000.00 S) GIRDER (25 M - 30 M) 86 FURNISH PRECAST PRESTRESSED CONCRETE EA 10,000.0000 40,000.00 4.000 40,000.00 S) BULB-TEE GIRDER (15 M-20 M) 87 FURNISH PRECAST PRESTRESSED CONCRETE EA 11,000.0000 44,000.00 4.000 44,000.00 S) BULB-TEE GIRDER (20 M-25 M) 88 FURNISH PRECAST PRESTRESSED CONCRETE EA 16,000.0000 64,000.00 4.000 64,000.00 S) BULB-TEE GIRDER (30 M-35 M) 89 ERECT PRECAST PRESTRESSED CONCRETE EA 3,000.0000 258,000.00 86.000 258,000.00 S) GIRDER 90 REFINISH BRIDGE DECK M2 150.0000 8,250.00 0.000 0.00 91 SOUND WALL (MASONRY BLOCK) M2 135.0000 548,100.00 4,060.000 548,100.00 SF) 92 JOINT SEAL (MR 30 MM) M 250.0000 58,000.00 0.000 0.00 S) 93 JOINT SEAL (MR 15 MM) M 250.0000 5,500.00 0.000 0.00 S) 94 JOINT SEAL (MR 40 MM) M 300.0000 59,700.00 0.000 0.00 S) 95 BAR REINFORCING STEEL (BRIDGE) KG 3.0000 1,335,600.00 445,200.000 1,335,600.00 SF) 96 FURNISH SIGN STRUCTURE (TRUSS) KG 7.0000 136,864.00 0.000 0.00 F) 97 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 19,552.00 0.000 0.00 SF) 98 760 MM CAST-IN-DRILLED-HOLE M 1,250.0000 40,000.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 99 920 MM CAST-IN-DRILLED-HOLE M 1,500.0000 7,500.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 00 METAL (BARRIER MOUNTED SIGN) KG 10.0000 41,500.00 2,440.000 24,400.00 2,440.000 24,400.00 01 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 150.0000 3,600.00 3.000 450.00 6.000 900.00 METHOD) 02 INSTALL SIGN (PANEL ON SOUND WALL) EA 500.0000 500.00 0.000 0.00 S) 03 450 MM ALTERNATIVE PIPE CULVERT M 240.0000 69,600.00 261.120 62,668.80 PROGRAM CAS145 PAGE 5 DATE 07/24/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-125204 TIME 04:00 PM ESTIMATE NO. 17 BID OPENING 01/27/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/06 R.E. NAME: CARRANZA, ALVARO DATE OF THIS ESTIMATE 07/24/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 300 MM PLASTIC PIPE M 100.0000 7,100.00 33.400 3,340.00 05 450 MM REINFORCED CONCRETE PIPE M 250.0000 47,500.00 184.750 46,187.50 06 600 MM CORRUGATED STEEL PIPE M 250.0000 3,250.00 12.190 3,047.50 (2.01 MM THICK) 07 1050 MM CORRUGATED STEEL PIPE M 1,000.0000 1,000.00 0.000 0.00 (2.01 MM THICK) 08 450 MM SLOTTED CORRUGATED STEEL PIPE M 300.0000 900.00 3.000 900.00 (2.01 MM THICK) 09 80 MM PLASTIC PIPE M 80.0000 800.00 0.000 0.00 10 300 MM CORRUGATED STEEL PIPE DOWNDRAIN M 150.0000 18,000.00 31.300 4,695.00 (2.01 MM THICK) 11 450 MM CORRUGATED STEEL PIPE DOWNDRAIN M 175.0000 10,675.00 52.200 9,135.00 (2.01 MM THICK) 12 300 MM ENTRANCE TAPER EA 750.0000 8,250.00 3.000 2,250.00 13 450 MM CORRUGATED STEEL PIPE RISER M 400.0000 2,000.00 0.000 0.00 (2.01 MM THICK) 14 ROCK SLOPE PROTECTION M3 100.0000 2,200.00 0.000 0.00 (FACING, METHOD B) 15 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 100.0000 2,000.00 0.000 0.00 16 ROCK SLOPE PROTECTION FABRIC M2 5.0000 700.00 0.000 0.00 17 MISCELLANEOUS IRON AND STEEL KG 4.0000 52,868.00 8,976.000 35,904.00 F) 18 MISCELLANEOUS METAL KG 30.0000 8,430.00 45.000 1,350.00 F) (RESTRAINER-BAR TYPE) 19 INSTALL MEDIAN MILEAGE PANEL EA 60.0000 4,320.00 0.000 0.00 S) 20 METAL BEAM GUARD RAILING M 100.0000 16,000.00 0.000 0.00 S) 21 CONCRETE BARRIER (TYPE 50W) M 475.0000 156,750.00 77.700 36,907.50 235.050 111,648.75 22 CONCRETE BARRIER (TYPE 50) M 275.0000 2,475.00 33.800 9,295.00 33.800 9,295.00 23 CONCRETE BARRIER (TYPE 50E) M 500.0000 50,000.00 0.000 0.00 24 TERMINAL SYSTEM (TYPE SRT) EA 15,000.0000 45,000.00 0.000 0.00 S) 25 CONCRETE BARRIER (TYPE 60) M 115.0000 354,200.00 3,127.300 359,639.50 26 CONCRETE BARRIER (TYPE 60A) M 160.0000 80,800.00 82.000 13,120.00 505.000 80,800.00 F) 27 CONCRETE BARRIER (TYPE 60SW) M 300.0000 60,000.00 220.500 66,150.00 405.500 121,650.00 28 CONCRETE BARRIER (TYPE 60C) M 130.0000 131,300.00 971.700 126,321.00 29 CONCRETE BARRIER (TYPE 60E) M 525.0000 52,500.00 0.000 0.00 30 CONCRETE BARRIER (TYPE 60SC) M 225.0000 27,000.00 106.000 23,850.00 106.000 23,850.00 PROGRAM CAS145 PAGE 6 DATE 07/24/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-125204 TIME 04:00 PM ESTIMATE NO. 17 BID OPENING 01/27/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/06 R.E. NAME: CARRANZA, ALVARO DATE OF THIS ESTIMATE 07/24/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 CONCRETE BARRIER (TYPE 736S) M 275.0000 123,750.00 450.000 123,750.00 32 CONCRETE BARRIER (TYPE 736R) M 290.0000 258,390.00 134.000 38,860.00 891.000 258,390.00 F) 33 CONCRETE BARRIER (TYPE 736SV) M 295.0000 268,450.00 910.000 268,450.00 34 PAINT TRAFFIC STRIPE (2-COAT) M 0.5000 88,500.00 19,075.000 9,537.50 100,842.000 50,421.00 S) 35 PAINT PAVEMENT MARKING (2-COAT) M2 25.0000 20,750.00 11.700 292.50 11.700 292.50 S) 36 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 900.00 0.000 0.00 S) 37 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 14,240.00 4,127.000 16,508.00 S) 38 PAVEMENT MARKER EA 8.0000 73,200.00 0.000 0.00 S) (RETROREFLECTIVE-RECESSED) 39 LIGHTING (TEMPORARY) LS 25,000.0000 25,000.00 0.889 22,225.00 S) 40 TRAFFIC MONITORING STATION (LOCATION 1) LS 50,000.0000 50,000.00 0.045 2,250.00 1.000 50,000.00 S) 41 TRAFFIC MONITORING STATION (LOCATION 2) LS 100,000.0000 100,000.00 0.053 5,300.00 0.950 95,000.00 S) 42 TRAFFIC MONITORING STATION (LOCATION 3) LS 125,000.0000 125,000.00 0.029 3,625.00 0.950 118,750.00 S) 43 TRAFFIC MONITORING STATION (LOCATION 4) LS 25,000.0000 25,000.00 0.088 2,200.00 0.950 23,750.00 S) 44 MODIFY LIGHTING AND SIGN ILLUMINATION LS 100,000.0000 100,000.00 0.967 96,700.00 S) 45 SURFACE CONDITION ANALYZER (SCAN) LS 100,000.0000 100,000.00 1.000 100,000.00 S) SYSTEM (MODIFY) PROGRAM CAS145 PAGE 7 DATE 07/24/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-125204 TIME 04:00 PM ESTIMATE NO. 17 BID OPENING 01/27/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/06 R.E. NAME: CARRANZA, ALVARO DATE OF THIS ESTIMATE 07/24/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 485,371.60 24,577,863.41 ADJUSTMENT OF COMPENSATION 41,100.00 70,897.00 EXTRA WORK 567,414.34 2,141,437.48 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,093,885.94 26,790,197.89 46 MOBILIZATION LS 2600,000.0000 2,600,000.00 1.000 2,600,000.00 ORIGINAL CONTRACT AMOUNT 28,107,078.50 TOTAL WORK COMPLETED 1,093,885.94 29,390,197.89 MATERIALS ON HAND ON SITE 17,856.16 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -10,000.00 TOTAL 1,093,885.94 29,398,054.05 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 03/09/05 215 05/16/05 03/24/05 08/17/06 230 100 35 0 95% 92% PROGRESS IS SATISFACTORY CARRANZA, ALVARO RESIDENT ENGINEER PROGRAM CAS145 PAGE 5 DATE 07/24/06