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 06/19/07 EST. NO.14 TIME 01:36 PM R.E. NAME: JUAREZ, DANIEL 11-241504 --------------------------------------------------------------------------- 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 0013 404.21 E.W. @ F.A.(+) 050107 Y 0071.0 0016 982.84 053007 N 95.0 0 009 0001 16,365.71 E.W. @ U.P (+) 061107 N 0001 0 0002 2,267.46 E.W. @ F.A.(+) 061407 N 96.0 0 012 0012 1,842.46 E.W. @ F.A.(+) 051807 N 0088.0 0013 1,020.10 052207 N 0091.0 0014 1,020.10 052307 N 0092.0 0015 765.06 052407 N 0093.0 022 0001 31,905.24 A.C. @ L.S.(+) 052207 N 0001 0 028 0001 1,145.93 A.C. @ L.S.(+) 061407 N 0001 0 029 0001 671.93 E.W. @ F.A.(+) 032907 N 094.00 0002 1,160.06 020607 N PCS1 0 0003 1,276.18 020907 N PCS2 0 037 0001 195.46 E.W. @ F.A.(+) 052107 N 0090.0 0002 415.83 051807 N 0089.0 045 0001 -6,073.84 A.C. @ L.S.(-) 061407 N 0001 0 55,364.73 TOTAL THIS ESTIMATE 341,997.61 TOTAL PREVIOUS ESTIMATE 397,362.34 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 06/19/07 EST. NO.14 TIME 01:36 PM R.E. NAME: JUAREZ, DANIEL 11-241504 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- EQUAL EMPLOYMENT OPPORTUNITY O/S DOCS -10,000.00 04 DOCS RECEIVED 10,000.00 05 0.00 0.00 LABOR COMPLIANCE VIOLATION O/S PRS MAY -10,000.00 02 O/S PRS JUNE -10,000.00 03 O/S PRS JULY -10,000.00 04 O/S PRS AUG -10,000.00 05 PRS RECD JULY 10,000.00 05 O/S PRS SEPT -10,000.00 06 PRS RECD MAY 10,000.00 06 PRS RECD JUNE 10,000.00 06 PRS RECD AUG 10,000.00 06 O/S PRS OCT -10,000.00 07 O/S PRS NOV -10,000.00 08 PRS RECD SEPT 10,000.00 08 O/S PRS DEC -10,000.00 09 O/S PRS JAN -10,000.00 10 PRS RECD OCT 10,000.00 10 PRS RECD NOV 10,000.00 10 PRS RECD DEC 10,000.00 10 O/S PRS FEB -10,000.00 11 O/S PRS MAR 07 -10,000.00 12 O/S PRS REC'D FEB 10,000.00 12 O/S PRS APRIL -10,000.00 13 PRS RECD MARCH 10,000.00 13 PRS RECD JAN 10,000.00 14 PRS RECD APRIL 10,000.00 14 20,000.00 0.00 OVERBID ITEMS OVERBID ITEM NO. 047 -3,250.00 02 OVERBID ITEM NO. 047 -9,750.00 03 0.00 -13,000.00 TOTAL DEDUCTIONS 20,000.00 -13,000.00 PROGRAM CAS145 PAGE 1 DATE 06/19/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-241504 TIME 01:36 PM ESTIMATE NO. 14 BID OPENING 02/02/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/07 R.E. NAME: JUAREZ, DANIEL DATE OF THIS ESTIMATE 06/19/07 LOCATION PROGRESS ESTIMATE 11-SD-163-8.3/8.9 ----------------- ERRECA'S, INC. IN SAN DIEGO COUNTY IN SAN DIEGO P.O. BOX 640 FROM 0.6 KM SOUTH TO 0.3 KM NORTH LAKESIDE, CA 92040 OF CLAIREMONT MESA BOULEVARD OVERCROSSING FED. AID NO. STPL-6211(46) WIDEN BRIDGE AND RECONSTRUCT RAMPS ------------------------------------------------------------------------------------------------------------------------------------ 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 4,500.0000 4,500.00 0.750 3,375.00 02 TIME-RELATED OVERHEAD WDAY 1,180.0000 354,000.00 22.000 25,960.00 263.000 310,340.00 03 TEMPORARY IRRIGATION SUPPLY LINE M 90.0000 26,100.00 306.000 27,540.00 S) 04 PREPARE STORM WATER POLLUTION LS 5,060.0000 5,060.00 0.750 3,795.00 S) PREVENTION PLAN 05 WATER POLLUTION CONTROL LS 35,000.0000 35,000.00 0.195 6,825.00 1.000 35,000.00 06 TEMPORARY EROSION CONTROL M2 0.3200 17,312.00 48,690.000 15,580.80 S) 07 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,400.0000 5,600.00 0.000 0.00 08 TEMPORARY CONSTRUCTION ENTRANCE EA 7,200.0000 115,200.00 15.000 108,000.00 09 TEMPORARY CHECK DAM M 75.0000 3,900.00 72.000 5,400.00 10 TEMPORARY DRAINAGE INLET PROTECTION EA 130.0000 2,730.00 2.000 260.00 11 STREET SWEEPING LS 45,000.0000 45,000.00 0.197 8,865.00 1.000 45,000.00 12 CONSTRUCTION AREA SIGNS LS 38,000.0000 38,000.00 0.139 5,282.00 0.879 33,402.00 S) 13 TRAFFIC CONTROL SYSTEM LS 210,000.0000 210,000.00 0.099 20,790.00 0.902 189,420.00 S) 14 TEMPORARY TRAFFIC STRIPE (TAPE) M 4.7500 67,450.00 0.000 0.00 S) 15 TEMPORARY PAVEMENT MARKING (TAPE) M2 60.0000 1,260.00 0.000 0.00 S) 16 TEMPORARY PAVEMENT MARKER EA 3.5000 11,550.00 1,830.000 6,405.00 S) 17 PORTABLE CHANGEABLE MESSAGE SIGN EA 9,200.0000 55,200.00 0.146 1,343.20 5.753 52,927.60 S) 18 TEMPORARY RAILING (TYPE K) M 24.0000 119,040.00 3,740.100 89,762.40 S) 19 TRAFFIC PLASTIC DRUM EA 40.0000 16,400.00 250.000 10,000.00 S) 20 TEMPORARY CRASH CUSHION MODULE EA 200.0000 66,000.00 279.000 55,800.00 S) 21 TEMPORARY CRASH CUSHION (ABSORB 350) EA 3,600.0000 21,600.00 0.000 0.00 S) 22 ABANDON CULVERT EA 1,500.0000 3,000.00 4.000 6,000.00 PROGRAM CAS145 PAGE 2 DATE 06/19/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-241504 TIME 01:36 PM ESTIMATE NO. 14 BID OPENING 02/02/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/07 R.E. NAME: JUAREZ, DANIEL DATE OF THIS ESTIMATE 06/19/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 ABANDON INLET EA 3,100.0000 3,100.00 1.000 3,100.00 24 REMOVE CHAIN LINK FENCE M 82.0000 410.00 8.000 656.00 25 REMOVE PEDESTRIAN BARRICADE EA 530.0000 2,650.00 4.000 2,120.00 26 REMOVE METAL BEAM GUARD RAILING M 28.0000 11,480.00 415.480 11,633.44 27 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 7.0000 12,740.00 0.000 0.00 S) 28 REMOVE TRAFFIC STRIPE M 1.9000 23,940.00 25.000 47.50 2,320.000 4,408.00 S) 29 REMOVE PAVEMENT MARKING M2 37.0000 333.00 4.360 161.32 25.040 926.48 S) 30 REMOVE ROADSIDE SIGN EA 210.0000 3,990.00 24.000 5,040.00 31 REMOVE SIGN STRUCTURE EA 3,100.0000 6,200.00 2.000 6,200.00 S) 32 REMOVE CULVERT M 250.0000 27,500.00 82.260 20,565.00 33 RELOCATE CHAIN LINK FENCE M 87.0000 5,655.00 62.000 5,394.00 S) 34 RELOCATE ROADSIDE SIGN EA 320.0000 6,720.00 13.000 4,160.00 35 MODIFY CONCRETE BARRIER M 800.0000 112,000.00 41.000 32,800.00 140.000 112,000.00 36 MODIFY SIGN STRUCTURE EA 2,200.0000 2,200.00 1.000 2,200.00 1.000 2,200.00 S) 37 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 5.3000 40,810.00 14,242.030 75,482.76 S) 38 REMOVE CONCRETE (CURB AND GUTTER) M3 120.0000 19,200.00 249.824 29,978.88 39 REMOVE CONCRETE BARRIER M 140.0000 25,200.00 171.770 24,047.80 40 REMOVE CRASH CUSHION EA 1,400.0000 1,400.00 1.000 1,400.00 41 BRIDGE REMOVAL (PORTION), LOCATION A LS 31,000.0000 31,000.00 1.000 31,000.00 42 BRIDGE REMOVAL (PORTION), LOCATION B LS 45,000.0000 45,000.00 1.000 45,000.00 43 CLEARING AND GRUBBING HA 27,000.0000 56,700.00 4.620 124,740.00 44 DEVELOP WATER SUPPLY LS 9,000.0000 9,000.00 0.340 3,060.00 1.000 9,000.00 45 ROADWAY EXCAVATION M3 28.0000 767,200.00 27,319.990 764,959.72 46 ROADWAY EXCAVATION (TYPE Y-1) M3 45.0000 117,000.00 1,165.000 52,425.00 (AERIALLY DEPOSITED LEAD) 47 LEAD COMPLIANCE PLAN LS 23,000.0000 23,000.00 1.000 23,000.00 48 STRUCTURE EXCAVATION (BRIDGE) M3 87.0000 20,097.00 231.000 20,097.00 F) 49 STRUCTURE EXCAVATION (RETAINING WALL) M3 77.0000 13,167.00 249.000 19,173.00 F) PROGRAM CAS145 PAGE 3 DATE 06/19/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-241504 TIME 01:36 PM ESTIMATE NO. 14 BID OPENING 02/02/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/07 R.E. NAME: JUAREZ, DANIEL DATE OF THIS ESTIMATE 06/19/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 STRUCTURE BACKFILL (BRIDGE) M3 180.0000 30,600.00 170.000 30,600.00 F) 51 STRUCTURE BACKFILL (RETAINING WALL) M3 150.0000 26,250.00 322.000 48,300.00 F) 52 PERVIOUS BACKFILL MATERIAL (RETAINING M3 33.0000 1,155.00 35.000 1,155.00 F) WALL) 53 SAND BACKFILL M3 300.0000 6,300.00 34.000 10,200.00 54 HIGHWAY PLANTING LS 325,000.0000 325,000.00 0.084 27,300.00 0.110 35,750.00 S) 55 ROCK BLANKET M2 120.0000 22,800.00 0.000 0.00 56 PORUS PAVEMENT M2 175.0000 7,525.00 43.000 7,525.00 S) 57 FIBER (EROSION CONTROL) KG 3.0000 1,353.00 0.000 0.00 S) 58 FIBER ROLLS M 11.0000 72,710.00 6,472.000 71,192.00 59 COMPOST (EROSION CONTROL) M3 110.0000 110.00 0.000 0.00 S) 60 PURE LIVE SEED (EROSION CONTROL) KG 55.0000 385.00 0.000 0.00 S) 61 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 55.0000 330.00 0.000 0.00 S) 62 STABILIZING EMULSION (EROSION CONTROL) KG 55.0000 2,475.00 0.000 0.00 S) 63 MAINTAIN EXISTING PLANTED AREAS LS 45,000.0000 45,000.00 0.023 1,035.00 0.023 1,035.00 S) 64 PLANT ESTABLISHMENT WORK LS 27,000.0000 27,000.00 0.000 0.00 S) 65 IRRIGATION SYSTEM LS 275,000.0000 275,000.00 0.007 1,925.00 0.985 270,875.00 S) 66 IRRIGATION SLEEVE M 190.0000 1,710.00 6.000 1,140.00 F) 67 WATER METER EA 35,000.0000 35,000.00 1.000 35,000.00 68 200 MM CORRUGATED HIGH DENSITY M 145.0000 13,050.00 144.500 20,952.50 POLYETHYLENE PIPE CONDUIT 69 EXTEND 250 MM CONDUIT M 360.0000 4,680.00 3.000 1,080.00 70 CLASS 4 AGGREGATE SUBBASE M3 32.0000 187,840.00 4,243.000 135,776.00 71 CLASS 2 AGGREGATE BASE M3 40.0000 180,400.00 4,091.000 163,640.00 72 ASPHALTIC EMULSION (FOG SEAL COAT) TONN 1,300.0000 1,300.00 0.000 0.00 73 ASPHALT CONCRETE (TYPE B) TONN 185.0000 59,200.00 435.100 80,493.50 74 ASPHALT CONCRETE (TYPE A) TONN 148.0000 941,280.00 173.180 25,630.64 7,269.740 1,075,921.52 75 PLACE ASPHALT CONCRETE DIKE M 31.0000 18,290.00 153.300 4,752.30 668.800 20,732.80 76 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 25.0000 20,250.00 708.220 17,705.50 1,137.860 28,446.50 AREA) PROGRAM CAS145 PAGE 4 DATE 06/19/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-241504 TIME 01:36 PM ESTIMATE NO. 14 BID OPENING 02/02/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/07 R.E. NAME: JUAREZ, DANIEL DATE OF THIS ESTIMATE 06/19/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 ASPHALTIC EMULSION (PAINT BINDER) TONN 1,500.0000 15,000.00 9.040 13,560.00 13.030 19,545.00 78 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 900.0000 250,200.00 278.040 250,236.00 S) PILING 79 2.1 M CAST-IN-DRILLED-HOLE CONCRETE M 3,400.0000 397,800.00 116.700 396,780.00 S) PILING 80 TRANSVERSE PRESTRESSING LS 25,000.0000 25,000.00 1.000 25,000.00 S) 81 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 650.0000 59,150.00 91.000 59,150.00 F) 82 STRUCTURAL CONCRETE, BRIDGE M3 2,200.0000 473,000.00 215.000 473,000.00 F) 83 STRUCTURAL CONCRETE, RETAINING WALL M3 1,000.0000 63,000.00 101.000 101,000.00 F) 84 MINOR CONCRETE (MINOR STRUCTURE) M3 2,500.0000 30,000.00 13.010 32,525.00 F) 85 FRACTURED RIB TEXTURE M2 680.0000 28,560.00 59.000 40,120.00 F) 86 FURNISH PRECAST PRESTRESSED CONCRETE EA 18,500.0000 814,000.00 44.000 814,000.00 S) BOX GIRDER (20 M - 25 M) 87 ERECT PRECAST PRESTRESSED CONCRETE BOX EA 1,200.0000 52,800.00 44.000 52,800.00 S) GIRDER 88 REFINISH BRIDGE DECK M2 170.0000 38,930.00 57.700 9,809.00 73.400 12,478.00 89 JOINT SEAL (MR 30 MM) M 230.0000 15,410.00 25.900 5,957.00 68.900 15,847.00 S) 90 BAR REINFORCING STEEL (BRIDGE) KG 2.2000 238,920.00 108,600.000 238,920.00 SF) 91 BAR REINFORCING STEEL (RETAINING WALL) KG 5.0000 12,075.00 5,396.000 26,980.00 SF) 92 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 13.0000 8,580.00 328.000 4,264.00 328.000 4,264.00 F) WITH WALKWAY) 93 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 4.0000 2,640.00 328.000 1,312.00 328.000 1,312.00 SF)WITH WALKWAY) 94 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 13.0000 96,330.00 7,410.000 96,330.00 7,410.000 96,330.00 F) 95 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 2.0000 14,820.00 7,410.000 14,820.00 7,410.000 14,820.00 SF) 96 920 MM CAST-IN-DRILLED-HOLE M 2,400.0000 50,400.00 20.500 49,200.00 S) CONCRETE PILE (SIGN FOUNDATION) 97 METAL (RAIL MOUNTED SIGN) KG 35.0000 910.00 26.000 910.00 98 ROADSIDE SIGN - ONE POST EA 500.0000 12,000.00 1.000 500.00 23.000 11,500.00 99 ROADSIDE SIGN - TWO POST EA 1,500.0000 12,000.00 7.000 10,500.00 00 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 190.0000 1,710.00 2.000 380.00 13.000 2,470.00 METHOD) 01 INSTALL SIGN (MAST-ARM HANGER METHOD) EA 4,100.0000 12,300.00 3.000 12,300.00 02 450 MM REINFORCED CONCRETE PIPE M 750.0000 45,000.00 80.360 60,270.00 03 600 MM REINFORCED CONCRETE PIPE M 460.0000 33,120.00 72.000 33,120.00 PROGRAM CAS145 PAGE 5 DATE 06/19/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-241504 TIME 01:36 PM ESTIMATE NO. 14 BID OPENING 02/02/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/07 R.E. NAME: JUAREZ, DANIEL DATE OF THIS ESTIMATE 06/19/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 750 MM REINFORCED CONCRETE PIPE M 1,000.0000 90,000.00 61.000 61,000.00 05 900 MM CORRUGATED STEEL PIPE RISER M 3,500.0000 3,850.00 1.100 3,850.00 (2.01 MM THICK) 06 450 MM CONCRETE FLARED END SECTION EA 850.0000 1,700.00 2.000 1,700.00 07 600 MM CONCRETE FLARED END SECTION EA 1,100.0000 6,600.00 6.000 6,600.00 08 ROCK SLOPE PROTECTION M3 125.0000 2,250.00 16.650 2,081.25 (BACKING NO. 1, METHOD B) 09 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 125.0000 5,625.00 41.055 5,131.88 10 SLOPE PAVING (CONCRETE) M3 1,000.0000 134,000.00 135.350 135,350.00 F) 11 ROCK SLOPE PROTECTION FABRIC M2 5.0000 950.00 173.730 868.65 12 MINOR CONCRETE (MISCELLANEOUS M3 1,200.0000 204,000.00 193.661 232,393.20 CONSTRUCTION) 13 MINOR CONCRETE (TEXTURED PAVING) M2 320.0000 105,600.00 305.120 97,638.40 14 MISCELLANEOUS IRON AND STEEL KG 2.5000 705.00 390.000 975.00 SF) 15 2.4 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,400.0000 2,800.00 1.000 1,400.00 S) 16 DELINEATOR (CLASS 1) EA 50.0000 2,350.00 0.000 0.00 17 GUARD RAILING DELINEATOR EA 27.0000 486.00 0.000 0.00 18 OBJECT MARKER EA 77.0000 462.00 0.000 0.00 19 METAL BEAM GUARD RAILING M 95.0000 31,350.00 179.000 17,005.00 S) 20 CHAIN LINK RAILING (TYPE 7) M 180.0000 33,660.00 -1.000 -180.00 187.000 33,660.00 SF) 21 CONCRETE BARRIER (TYPE 25) M 420.0000 73,920.00 176.000 73,920.00 F) 22 CONCRETE BARRIER (TYPE 26 MODIFIED) M 425.0000 79,475.00 187.000 79,475.00 F) 23 CABLE RAILING M 50.0000 2,750.00 55.000 2,750.00 SF) 24 TRANSITION RAILING (TYPE WB) EA 3,900.0000 11,700.00 2.000 7,800.00 2.000 7,800.00 S) 25 END SECTION EA 70.0000 350.00 4.000 280.00 S) 26 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 1,100.0000 3,300.00 1.000 1,100.00 S) 27 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,000.0000 15,000.00 4.000 12,000.00 S) 28 CRASH CUSHION (TAU-II) EA 27,000.0000 27,000.00 1.000 27,000.00 S) 29 CRASH CUSHION (TYPE CAT) EA 6,200.0000 6,200.00 0.000 0.00 S) 30 CRASH CUSHION (TYPE CAT) BACKUP EA 400.0000 400.00 0.000 0.00 S) PROGRAM CAS145 PAGE 6 DATE 06/19/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-241504 TIME 01:36 PM ESTIMATE NO. 14 BID OPENING 02/02/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/07 R.E. NAME: JUAREZ, DANIEL DATE OF THIS ESTIMATE 06/19/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 CONCRETE BARRIER (TYPE 60D) M 450.0000 25,200.00 56.000 25,200.00 F) 32 THERMOPLASTIC PAVEMENT MARKING M2 35.0000 7,700.00 156.400 5,474.00 251.060 8,787.10 S) 33 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.7000 7,452.00 1,181.000 3,188.70 2,550.000 6,885.00 S) 34 100 MM THERMOPLASTIC TRAFFIC STRIPE M 3.2000 304.00 51.000 163.20 S) (BROKEN 1.83 M - 0.30 M) 35 PAINT TRAFFIC STRIPE (2-COAT) M 0.6500 5,031.00 267.000 173.55 7,675.500 4,989.08 S) 36 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.7000 2,839.00 1,555.000 2,643.50 S) 37 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.3000 3,597.00 392.000 1,293.60 1,237.000 4,082.10 S) 38 SIGNAL AND LIGHTING (LOCATION 1) LS 140,000.0000 140,000.00 0.873 122,220.00 S) 39 SIGNAL AND LIGHTING (LOCATION 2) LS 35,000.0000 35,000.00 0.960 33,600.00 S) 40 LIGHTING AND SIGN ILLUMINATION LS 190,000.0000 190,000.00 0.112 21,280.00 0.988 187,720.00 S) 41 LIGHTING CONDUIT (BRIDGE) M 70.0000 46,200.00 0.000 0.00 S) 42 COMMUNICATION CONDUIT (BRIDGE) M 70.0000 24,500.00 0.000 0.00 S) 43 SPRINKLER CONTROL CONDUIT (BRIDGE) M 70.0000 13,300.00 0.000 0.00 S) 44 COMMUNICATION SYSTEM LS 45,000.0000 45,000.00 1.000 45,000.00 1.000 45,000.00 S) 45 RAMP METERING SYSTEM (LOCATION 1) LS 120,000.0000 120,000.00 1.000 120,000.00 S) 46 RAMP METERING SYSTEM (LOCATION 2) LS 50,000.0000 50,000.00 0.045 2,250.00 1.000 50,000.00 S) PROGRAM CAS145 PAGE 7 DATE 06/19/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-241504 TIME 01:36 PM ESTIMATE NO. 14 BID OPENING 02/02/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/07 R.E. NAME: JUAREZ, DANIEL DATE OF THIS ESTIMATE 06/19/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 418,894.31 8,707,175.06 ADJUSTMENT OF COMPENSATION 26,977.33 79,161.98 EXTRA WORK 28,387.40 318,200.36 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 474,259.04 9,104,537.40 47 MOBILIZATION LS 445,000.0000 445,000.00 1.000 445,000.00 ORIGINAL CONTRACT AMOUNT 9,729,848.00 TOTAL WORK COMPLETED 474,259.04 9,549,537.40 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 20,000.00 -13,000.00 TOTAL 494,259.04 9,536,537.40 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 047 LEAD COMPLIANCE PLAN 10,000.00 23,000.00 13,000.00 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 03/22/06 550 05/15/06 04/06/06 08/13/07 263 40 0 0 93% 88% PROGRESS IS SATISFACTORY JUAREZ, DANIEL RESIDENT ENGINEER PROGRAM CAS145 PAGE 7 DATE 06/19/07