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 09/22/06 EST. NO.05 TIME 03:03 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 --------------------------------------------------------------------------- 003 0011 173.79 E.W. @ F.A.(+) 080406 Y 0025.0 0012 50.48 082506 Y 0033.0 004 0005 705.08 E.W. @ F.A.(+) 082306 Y 0032.0 0006 73.99 081406 N L5 0 0007 269.04 081506 N L6 0 0009 207.84 083106 N L9 0 010 0005 7,104.00 E.W. @ U.P (+) 091206 N 005 0 016 0004 308.06 E.W. @ F.A.(+) 072806 N 0024.1 017 0010 1,591.46 E.W. @ F.A.(+) 080706 Y 0026.0 0011 1,224.09 080806 Y 0027.0 0012 3,252.07 080906 Y 0028.0 0013 1,382.51 081606 Y 0029.0 0014 768.90 081706 Y 0030.0 0015 977.23 082106 Y 0031.0 019 0001 -2,228.00 A.C. @ L.S.(-) 091306 N 1 0 15,860.54 TOTAL THIS ESTIMATE 50,718.99 TOTAL PREVIOUS ESTIMATE 66,579.53 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 09/22/06 EST. NO.05 TIME 03:03 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 10,000.00 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 0.00 -30,000.00 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 10,000.00 -43,000.00 PROGRAM CAS145 PAGE 1 DATE 09/22/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-241504 TIME 03:03 PM ESTIMATE NO. 05 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 09/20/06 R.E. NAME: JUAREZ, DANIEL DATE OF THIS ESTIMATE 09/22/06 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 0.500 2,250.00 02 TIME-RELATED OVERHEAD WDAY 1,180.0000 354,000.00 22.000 25,960.00 89.000 105,020.00 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 0.070 2,450.00 0.296 10,360.00 06 TEMPORARY EROSION CONTROL M2 0.3200 17,312.00 0.000 0.00 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 5.000 36,000.00 10.000 72,000.00 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 0.074 3,330.00 0.297 13,365.00 12 CONSTRUCTION AREA SIGNS LS 38,000.0000 38,000.00 0.427 16,226.00 S) 13 TRAFFIC CONTROL SYSTEM LS 210,000.0000 210,000.00 0.074 15,540.00 0.297 62,370.00 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 11,550.00 257.000 899.50 1,321.000 4,623.50 S) 17 PORTABLE CHANGEABLE MESSAGE SIGN EA 9,200.0000 55,200.00 0.143 1,315.60 4.593 42,255.60 S) 18 TEMPORARY RAILING (TYPE K) M 24.0000 119,040.00 438.500 10,524.00 2,960.100 71,042.40 S) 19 TRAFFIC PLASTIC DRUM EA 40.0000 16,400.00 20.000 800.00 130.000 5,200.00 S) 20 TEMPORARY CRASH CUSHION MODULE EA 200.0000 66,000.00 28.000 5,600.00 190.000 38,000.00 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 1.000 1,500.00 2.000 3,000.00 PROGRAM CAS145 PAGE 2 DATE 09/22/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-241504 TIME 03:03 PM ESTIMATE NO. 05 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 09/20/06 R.E. NAME: JUAREZ, DANIEL DATE OF THIS ESTIMATE 09/22/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 24 REMOVE CHAIN LINK FENCE M 82.0000 410.00 5.000 410.00 25 REMOVE PEDESTRIAN BARRICADE EA 530.0000 2,650.00 0.000 0.00 26 REMOVE METAL BEAM GUARD RAILING M 28.0000 11,480.00 231.000 6,468.00 277.000 7,756.00 27 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 7.0000 12,740.00 0.000 0.00 S) 28 REMOVE TRAFFIC STRIPE M 1.9000 23,940.00 428.000 813.20 2,096.000 3,982.40 S) 29 REMOVE PAVEMENT MARKING M2 37.0000 333.00 6.400 236.80 17.900 662.30 S) 30 REMOVE ROADSIDE SIGN EA 210.0000 3,990.00 5.000 1,050.00 9.000 1,890.00 31 REMOVE SIGN STRUCTURE EA 3,100.0000 6,200.00 0.000 0.00 S) 32 REMOVE CULVERT M 250.0000 27,500.00 28.000 7,000.00 51.000 12,750.00 33 RELOCATE CHAIN LINK FENCE M 87.0000 5,655.00 0.000 0.00 S) 34 RELOCATE ROADSIDE SIGN EA 320.0000 6,720.00 2.000 640.00 2.000 640.00 35 MODIFY CONCRETE BARRIER M 800.0000 112,000.00 25.000 20,000.00 25.000 20,000.00 36 MODIFY SIGN STRUCTURE EA 2,200.0000 2,200.00 0.000 0.00 S) 37 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 5.3000 40,810.00 0.000 0.00 S) 38 REMOVE CONCRETE (CURB AND GUTTER) M3 120.0000 19,200.00 78.000 9,360.00 90.824 10,898.88 39 REMOVE CONCRETE BARRIER M 140.0000 25,200.00 136.370 19,091.80 40 REMOVE CRASH CUSHION EA 1,400.0000 1,400.00 0.700 980.00 41 BRIDGE REMOVAL (PORTION), LOCATION A LS 31,000.0000 31,000.00 0.000 0.00 42 BRIDGE REMOVAL (PORTION), LOCATION B LS 45,000.0000 45,000.00 0.000 0.00 43 CLEARING AND GRUBBING HA 27,000.0000 56,700.00 2.940 79,380.00 44 DEVELOP WATER SUPPLY LS 9,000.0000 9,000.00 0.074 666.00 0.297 2,673.00 45 ROADWAY EXCAVATION M3 28.0000 767,200.00 5,650.000 158,200.00 14,225.000 398,300.00 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 09/22/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-241504 TIME 03:03 PM ESTIMATE NO. 05 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 09/20/06 R.E. NAME: JUAREZ, DANIEL DATE OF THIS ESTIMATE 09/22/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 17.400 3,132.00 83.400 15,012.00 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 13.000 3,900.00 13.000 3,900.00 54 HIGHWAY PLANTING LS 325,000.0000 325,000.00 0.000 0.00 S) 55 ROCK BLANKET M2 120.0000 22,800.00 -68.268 -8,192.16 0.000 0.00 56 PORUS PAVEMENT M2 175.0000 7,525.00 0.000 0.00 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 1,601.000 17,611.00 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 0.000 0.00 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 0.039 10,725.00 S) 66 IRRIGATION SLEEVE M 190.0000 1,710.00 0.000 0.00 F) 67 WATER METER EA 35,000.0000 35,000.00 0.000 0.00 68 200 MM CORRUGATED HIGH DENSITY M 145.0000 13,050.00 25.000 3,625.00 65.000 9,425.00 POLYETHYLENE PIPE CONDUIT 69 EXTEND 250 MM CONDUIT M 360.0000 4,680.00 0.000 0.00 70 CLASS 4 AGGREGATE SUBBASE M3 32.0000 187,840.00 1,000.000 32,000.00 1,849.000 59,168.00 71 CLASS 2 AGGREGATE BASE M3 40.0000 180,400.00 1,520.000 60,800.00 1,720.000 68,800.00 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 0.000 0.00 74 ASPHALT CONCRETE (TYPE A) TONN 148.0000 941,280.00 668.330 98,912.84 668.330 98,912.84 75 PLACE ASPHALT CONCRETE DIKE M 31.0000 18,290.00 0.000 0.00 76 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 25.0000 20,250.00 0.000 0.00 AREA) PROGRAM CAS145 PAGE 4 DATE 09/22/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-241504 TIME 03:03 PM ESTIMATE NO. 05 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 09/20/06 R.E. NAME: JUAREZ, DANIEL DATE OF THIS ESTIMATE 09/22/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 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 38.900 132,260.00 S) PILING 80 TRANSVERSE PRESTRESSING LS 25,000.0000 25,000.00 0.000 0.00 S) 81 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 650.0000 59,150.00 91.000 59,150.00 91.000 59,150.00 F) 82 STRUCTURAL CONCRETE, BRIDGE M3 2,200.0000 473,000.00 0.500 1,100.00 32.500 71,500.00 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 1.960 4,900.00 9.960 24,900.00 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 0.000 0.00 S) BOX GIRDER (20 M - 25 M) 87 ERECT PRECAST PRESTRESSED CONCRETE BOX EA 1,200.0000 52,800.00 0.000 0.00 S) GIRDER 88 REFINISH BRIDGE DECK M2 170.0000 38,930.00 0.000 0.00 89 JOINT SEAL (MR 30 MM) M 230.0000 15,410.00 0.000 0.00 S) 90 BAR REINFORCING STEEL (BRIDGE) KG 2.2000 238,920.00 15,913.000 35,008.60 39,791.000 87,540.20 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 0.000 0.00 F) WITH WALKWAY) 93 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 4.0000 2,640.00 0.000 0.00 SF)WITH WALKWAY) 94 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 13.0000 96,330.00 0.000 0.00 F) 95 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 2.0000 14,820.00 0.000 0.00 SF) 96 920 MM CAST-IN-DRILLED-HOLE M 2,400.0000 50,400.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 97 METAL (RAIL MOUNTED SIGN) KG 35.0000 910.00 0.000 0.00 98 ROADSIDE SIGN - ONE POST EA 500.0000 12,000.00 0.000 0.00 99 ROADSIDE SIGN - TWO POST EA 1,500.0000 12,000.00 0.000 0.00 00 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 190.0000 1,710.00 0.000 0.00 METHOD) 01 INSTALL SIGN (MAST-ARM HANGER METHOD) EA 4,100.0000 12,300.00 0.000 0.00 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 22.000 10,120.00 66.000 30,360.00 PROGRAM CAS145 PAGE 5 DATE 09/22/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-241504 TIME 03:03 PM ESTIMATE NO. 05 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 09/20/06 R.E. NAME: JUAREZ, DANIEL DATE OF THIS ESTIMATE 09/22/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 (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 4.000 4,400.00 08 ROCK SLOPE PROTECTION M3 125.0000 2,250.00 1.900 237.50 7.570 946.25 (BACKING NO. 1, METHOD B) 09 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 125.0000 5,625.00 4.640 580.00 19.895 2,486.88 10 SLOPE PAVING (CONCRETE) M3 1,000.0000 134,000.00 0.000 0.00 F) 11 ROCK SLOPE PROTECTION FABRIC M2 5.0000 950.00 84.450 422.25 84.450 422.25 12 MINOR CONCRETE (MISCELLANEOUS M3 1,200.0000 204,000.00 19.000 22,800.00 19.000 22,800.00 CONSTRUCTION) 13 MINOR CONCRETE (TEXTURED PAVING) M2 320.0000 105,600.00 0.000 0.00 14 MISCELLANEOUS IRON AND STEEL KG 2.5000 705.00 154.000 385.00 SF) 15 2.4 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,400.0000 2,800.00 0.000 0.00 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 0.000 0.00 S) 20 CHAIN LINK RAILING (TYPE 7) M 180.0000 33,660.00 0.000 0.00 SF) 21 CONCRETE BARRIER (TYPE 25) M 420.0000 73,920.00 0.000 0.00 F) 22 CONCRETE BARRIER (TYPE 26 MODIFIED) M 425.0000 79,475.00 0.000 0.00 F) 23 CABLE RAILING M 50.0000 2,750.00 0.000 0.00 SF) 24 TRANSITION RAILING (TYPE WB) EA 3,900.0000 11,700.00 0.000 0.00 S) 25 END SECTION EA 70.0000 350.00 0.000 0.00 S) 26 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 1,100.0000 3,300.00 0.000 0.00 S) 27 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,000.0000 15,000.00 0.000 0.00 S) 28 CRASH CUSHION (TAU-II) EA 27,000.0000 27,000.00 0.000 0.00 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 09/22/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-241504 TIME 03:03 PM ESTIMATE NO. 05 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 09/20/06 R.E. NAME: JUAREZ, DANIEL DATE OF THIS ESTIMATE 09/22/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 56.000 25,200.00 F) 32 THERMOPLASTIC PAVEMENT MARKING M2 35.0000 7,700.00 0.000 0.00 S) 33 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.7000 7,452.00 0.000 0.00 S) 34 100 MM THERMOPLASTIC TRAFFIC STRIPE M 3.2000 304.00 0.000 0.00 S) (BROKEN 1.83 M - 0.30 M) 35 PAINT TRAFFIC STRIPE (2-COAT) M 0.6500 5,031.00 0.000 0.00 S) 36 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.7000 2,839.00 0.000 0.00 S) 37 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.3000 3,597.00 0.000 0.00 S) 38 SIGNAL AND LIGHTING (LOCATION 1) LS 140,000.0000 140,000.00 0.090 12,600.00 0.090 12,600.00 S) 39 SIGNAL AND LIGHTING (LOCATION 2) LS 35,000.0000 35,000.00 0.000 0.00 S) 40 LIGHTING AND SIGN ILLUMINATION LS 190,000.0000 190,000.00 0.340 64,600.00 0.340 64,600.00 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 0.000 0.00 S) 45 RAMP METERING SYSTEM (LOCATION 1) LS 120,000.0000 120,000.00 0.000 0.00 S) 46 RAMP METERING SYSTEM (LOCATION 2) LS 50,000.0000 50,000.00 0.780 39,000.00 0.780 39,000.00 S) PROGRAM CAS145 PAGE 7 DATE 09/22/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-241504 TIME 03:03 PM ESTIMATE NO. 05 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 09/20/06 R.E. NAME: JUAREZ, DANIEL DATE OF THIS ESTIMATE 09/22/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 778,249.13 2,609,682.30 ADJUSTMENT OF COMPENSATION -2,228.00 -2,228.00 EXTRA WORK 18,088.54 68,807.53 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 794,109.67 2,676,261.83 47 MOBILIZATION LS 445,000.0000 445,000.00 0.200 89,000.00 0.950 422,750.00 ORIGINAL CONTRACT AMOUNT 9,729,848.00 TOTAL WORK COMPLETED 883,109.67 3,099,011.83 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 10,000.00 -43,000.00 TOTAL 893,109.67 3,056,011.83 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 07/26/07 89 28 0 0 31% 30% PROGRESS IS SATISFACTORY JUAREZ, DANIEL RESIDENT ENGINEER PROGRAM CAS145 PAGE 10 DATE 09/22/06