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 12/26/06 EST. NO.17 TIME 09:53 AM R.E. NAME: PATEL, JAGDISH 07-199624 --------------------------------------------------------------------------- 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 0015 464.14 E.W. @ F.A.(+) 081706 N 0015 0 010 0006 1,594.83 E.W. @ F.A.(+) 051106 N 006 0 0009 1,314.62 052306 N 009 0 0019 677.83 033106 N 5.1 0 4,051.42 TOTAL THIS ESTIMATE 189,822.90 TOTAL PREVIOUS ESTIMATE 193,874.32 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 12/26/06 EST. NO.17 TIME 09:53 AM R.E. NAME: PATEL, JAGDISH 07-199624 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 12/26/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-199624 TIME 09:53 AM ESTIMATE NO. 17 BID OPENING 04/14/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/06 R.E. NAME: PATEL, JAGDISH DATE OF THIS ESTIMATE 12/26/06 LOCATION PROGRESS ESTIMATE 07-LA-405-38.6/40.2 ----------------- DW POWELL CONSTRUCTION IN LOS ANGELES COUNTY IN LOS P.O. BOX 4406 ANGELES 0.3 KM SOUTH OF VENTURA FONTANA, CA 92334 BOULEVARD UNDERCROSSING TO 0.1 KM SOUTH OF BURBANK BOULEVARD OVERCROSSING FED. AID NO. N O N E ADD HOV LANE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PREPARE STORM WATER POLLUTION LS 2,000.0000 2,000.00 1.000 2,000.00 PREVENTION PLAN 02 WATER POLLUTION CONTROL LS 40,000.0000 40,000.00 0.950 38,000.00 03 CONSTRUCTION AREA SIGNS LS 7,000.0000 7,000.00 0.750 5,250.00 S) 04 TRAFFIC CONTROL SYSTEM LS 180,000.0000 180,000.00 0.950 171,000.00 S) 05 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 1,080.00 36.000 1,080.00 S) 06 TEMPORARY RAILING (TYPE K) M 50.0000 61,500.00 1,012.000 50,600.00 07 TEMPORARY CRASH CUSHION MODULE EA 300.0000 4,200.00 14.000 4,200.00 08 REMOVE METAL BEAM GUARD RAILING M 20.0000 2,800.00 133.000 2,660.00 S) 09 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 5.0000 9,550.00 1,525.000 7,625.00 S) STRIPE 10 REMOVE PAINTED TRAFFIC STRIPE M 2.0000 4,280.00 630.270 1,260.54 4,000.000 8,000.00 S) 11 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 2.5000 11,550.00 300.000 750.00 2,223.000 5,557.50 S) 12 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 25.0000 1,775.00 0.000 0.00 S) 13 REMOVE PAVEMENT MARKER EA 1.0000 3,890.00 917.000 917.00 1,766.000 1,766.00 S) 14 REMOVE CHANNELIZERS EA 5.0000 300.00 0.000 0.00 S) 15 REMOVE ROADSIDE SIGN (WOOD POST) EA 50.0000 150.00 2.000 100.00 16 REMOVE SIGN STRUCTURE EA 2,800.0000 14,000.00 5.000 14,000.00 S) 17 REMOVE SIGN PANEL EA 250.0000 250.00 0.000 0.00 S) 18 REMOVE PIPE M 120.0000 2,400.00 20.000 2,400.00 19 REMOVE INLET EA 900.0000 8,100.00 9.000 8,100.00 20 REMOVE RETAINING WALL (PORTION) M3 300.0000 15,000.00 50.000 15,000.00 21 REMOVE SOUND WALL (PORTION) M2 450.0000 1,350.00 3.000 1,350.00 22 RECONSTRUCT CHAIN LINK FENCE M 50.0000 17,000.00 400.000 20,000.00 S) PROGRAM CAS145 PAGE 2 DATE 12/26/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-199624 TIME 09:53 AM ESTIMATE NO. 17 BID OPENING 04/14/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/06 R.E. NAME: PATEL, JAGDISH DATE OF THIS ESTIMATE 12/26/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 RECONSTRUCT METAL BEAM GUARD RAILING M 120.0000 3,600.00 10.300 1,236.00 20.000 2,400.00 S) (WOOD POST) 24 MODIFY INLET EA 4,000.0000 4,000.00 1.000 4,000.00 1.000 4,000.00 25 REMOVE CONCRETE CURB M 20.0000 1,600.00 78.000 1,560.00 26 REMOVE CONCRETE BARRIER M 90.0000 15,300.00 164.000 14,760.00 27 CLEARING AND GRUBBING LS 10,000.0000 10,000.00 1.000 10,000.00 28 ROADWAY EXCAVATION M3 60.0000 103,200.00 1,476.000 88,560.00 29 ROADWAY EXCAVATION (TYPE Y) M3 40.0000 35,600.00 885.000 35,400.00 (AERIALLY DEPOSITED LEAD) 30 LEAD COMPLIANCE PLAN LS 10,000.0000 10,000.00 1.000 10,000.00 31 STRUCTURE EXCAVATION (RETAINING WALL) M3 40.0000 38,040.00 951.000 38,040.00 F) 32 STRUCTURE EXCAVATION (TYPE Y) M3 40.0000 21,800.00 545.000 21,800.00 F) (AERIALLY DEPOSITED LEAD) 33 STRUCTURE BACKFILL (RETAINING WALL) M3 65.0000 80,860.00 1,244.000 80,860.00 F) 34 HIGHWAY PLANTING LS 47,000.0000 47,000.00 1.000 47,000.00 S) 35 ROCK BLANKET M2 250.0000 3,750.00 15.000 3,750.00 S) 36 MAINTAIN EXISTING PLANTED AREAS LS 6,000.0000 6,000.00 1.000 6,000.00 S) 37 PLANT ESTABLISHMENT WORK LS 35,000.0000 35,000.00 0.100 3,500.00 0.200 7,000.00 S) 38 IRRIGATION SYSTEM LS 40,000.0000 40,000.00 1.000 40,000.00 S) 39 CLASS 3 AGGREGATE BASE M3 50.0000 39,500.00 769.000 38,450.00 40 LEAN CONCRETE BASE M3 220.0000 110,000.00 480.000 105,600.00 41 ASPHALT CONCRETE (TYPE B) TONN 100.0000 59,000.00 575.750 57,575.00 42 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 35.0000 700.00 66.460 2,326.10 43 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 35.0000 1,050.00 21.340 746.90 44 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 35.0000 1,750.00 36.000 1,260.00 45 CONCRETE PAVEMENT M3 280.0000 266,000.00 910.000 254,800.00 46 SEAL PAVEMENT JOINT M 9.0000 7,920.00 880.000 7,920.00 47 SEAL LONGITUDINAL ISOLATION JOINT M 20.0000 14,000.00 700.000 14,000.00 48 TIE BAR (DRILL AND BOND) EA 14.0000 13,720.00 978.000 13,692.00 978.000 13,692.00 49 PROFILE GRINDING FOR CONCRETE PAVMENT M2 25.0000 5,250.00 210.000 5,250.00 S) PROGRAM CAS145 PAGE 3 DATE 12/26/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-199624 TIME 09:53 AM ESTIMATE NO. 17 BID OPENING 04/14/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/06 R.E. NAME: PATEL, JAGDISH DATE OF THIS ESTIMATE 12/26/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 150.0000 211,500.00 1,398.200 209,730.00 S) PILING 51 STRUCTURE CONCRETE, RETAINING WALL M3 500.0000 190,000.00 380.000 190,000.00 F) (SOUND WALL) 52 STRUCTURAL CONCRETE, RETAINING WALL M3 500.0000 88,000.00 176.000 88,000.00 F) 53 CLASS 1 CONCRETE (BOX CULVERT) M3 3,500.0000 7,350.00 2.100 7,350.00 F) 54 MINOR CONCRETE (MINOR STRUCTURE) M3 1,800.0000 25,200.00 13.920 25,056.00 F) 55 MINOR CONCRETE (SOUND WALL) M3 1,200.0000 61,200.00 51.000 61,200.00 F) 56 SOUND WALL (MASONRY BLOCK) M2 150.0000 358,950.00 2,393.000 358,950.00 SF) 57 BAR REINFORCING STEEL (RETAINING WALL) KG 3.3000 84,480.00 25,600.000 84,480.00 SF) 58 BAR REINFORCING STEEL (BOX CULVERT) KG 5.0000 1,925.00 385.000 1,925.00 SF) 59 FURNISH SIGN STRUCTURE (TRUSS) KG 7.0000 195,440.00 27,920.000 195,440.00 27,920.000 195,440.00 F) 60 INSTALL SIGN STRUCTURE (TRUSS) KG 0.7000 19,544.00 27,920.000 19,544.00 27,920.000 19,544.00 SF) 61 920 MM CAST-IN-DRILLED-HOLE M 1,250.0000 41,250.00 26.500 33,125.00 57.500 71,875.00 S) CONCRETE PILE (SIGN FOUNDATION) 62 METAL (BARRIER MOUNTED SIGN) KG 15.0000 8,100.00 540.000 8,100.00 63 METAL (SOUND WALL MOUNTED SIGN) KG 10.0000 2,900.00 290.000 2,900.00 64 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 150.0000 300.00 2.000 300.00 2.000 300.00 METHOD) 65 150 MM PLASTIC PIPE M 200.0000 5,600.00 17.500 3,500.00 66 600 MM REINFORCED CONCRETE PIPE M 350.0000 10,500.00 29.000 10,150.00 67 SLOPE PAVING (CONCRETE) M3 950.0000 50,350.00 106.200 100,890.00 106.200 100,890.00 68 MINOR CONCRETE (GUTTER) M3 400.0000 20,000.00 27.330 10,932.00 69 MISCELLANEOUS IRON AND STEEL KG 2.0000 5,344.00 1,352.000 2,704.00 2,672.000 5,344.00 SF) 70 CHAIN LINK FENCE (TYPE CL-1.8) M 140.0000 1,540.00 11.200 1,568.00 S) 71 1.5 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,000.0000 2,000.00 2.000 2,000.00 S) 72 3.0 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,400.0000 2,800.00 1.000 1,400.00 S) 73 METAL BEAM GUARD RAILING (WOOD POST) M 130.0000 3,900.00 27.100 3,523.00 S) 74 CONCRETE BARRIER (TYPE 27SV) M 400.0000 400.00 1.000 400.00 75 TRANSITION RAILING (TYPE WB) EA 4,000.0000 4,000.00 1.000 4,000.00 76 TERMINAL SYSTEM (TYPE SRT) EA 2,400.0000 4,800.00 2.000 4,800.00 S) PROGRAM CAS145 PAGE 4 DATE 12/26/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-199624 TIME 09:53 AM ESTIMATE NO. 17 BID OPENING 04/14/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/06 R.E. NAME: PATEL, JAGDISH DATE OF THIS ESTIMATE 12/26/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 CONCRETE BARRIER (TYPE 60D) M 130.0000 23,400.00 172.500 22,425.00 78 CONCRETE BARRIER (TYPE 736SV) M 380.0000 167,200.00 515.000 195,700.00 79 CONCRETE BARRIER (TYPE 736A MOD) M 280.0000 47,040.00 168.000 47,040.00 80 CONCRETE BARRIER (TYPE 736B MOD) M 550.0000 17,600.00 0.000 0.00 81 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.2000 12,096.00 1,425.550 1,710.66 7,027.550 8,433.06 S) 82 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 5,700.00 3,926.600 3,926.60 3,926.600 3,926.60 S) (BROKEN 10.98 M - 3.66 M) 83 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 60.00 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) 84 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.5000 1,750.00 422.000 1,055.00 S) 85 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 1,500.00 764.000 1,528.00 S) (BROKEN 3.66 M - 0.92 M) 86 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 560.00 -123.000 -246.00 124.000 248.00 S) (BROKEN 11.00 M - 3.50 M) 87 THERMOPLASTIC PAVEMENT MARKING M2 40.0000 1,320.00 8.820 352.80 8.820 352.80 S) 88 PAINT TRAFFIC STRIPE (2-COAT) M 1.0000 4,780.00 4,407.000 4,407.00 S) 89 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 5,580.00 1,287.000 2,574.00 1,911.000 3,822.00 S) 90 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 6,440.00 290.000 1,160.00 1,397.000 5,588.00 S) 91 LIGHTING (TEMPORARY) LS 30,000.0000 30,000.00 0.080 2,400.00 1.000 30,000.00 S) 92 MODIFY TRAFFIC MONITORING STATION LS 22,000.0000 22,000.00 0.600 13,200.00 1.000 22,000.00 S) 93 MODIFY LIGHTING AND SIGN ILLUMINATION LS 80,000.0000 80,000.00 0.150 12,000.00 1.000 80,000.00 S) PROGRAM CAS145 PAGE 5 DATE 12/26/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-199624 TIME 09:53 AM ESTIMATE NO. 17 BID OPENING 04/14/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/06 R.E. NAME: PATEL, JAGDISH DATE OF THIS ESTIMATE 12/26/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 414,436.60 3,171,320.96 ADJUSTMENT OF COMPENSATION 0.00 125,555.67 EXTRA WORK 4,051.42 68,318.65 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 418,488.02 3,365,195.28 94 MOBILIZATION LS 330,000.0000 330,000.00 1.000 330,000.00 ORIGINAL CONTRACT AMOUNT 3,527,214.00 TOTAL WORK COMPLETED 418,488.02 3,695,195.28 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 418,488.02 3,695,195.28 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 07/08/05 510 07/25/05 00/00/00 09/26/07 332 28 0 4 PLANT ESTABLISHMENT PERI PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDEN BECAU CCO PENDING DEF TIME PATEL, JAGDISH RESIDENT ENGINEER PROGRAM CAS145 DATE 12/26/06