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 05/26/05 EST. NO.05 TIME 12:38 PM R.E. NAME: PUNJABI, RAJ 07-040104 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 004 0001 709.17 E.W. @ F.A.(+) 032205 N R4-010 0002 448.50 040705 N R4-020 1,157.67 TOTAL THIS ESTIMATE 6,263.34 TOTAL PREVIOUS ESTIMATE 7,421.01 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 05/26/05 EST. NO.05 TIME 12:38 PM R.E. NAME: PUNJABI, RAJ 07-040104 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION JAN 05 -8,736.34 02 JAN 05 8,736.34 03 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 05/26/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-040104 TIME 12:38 PM ESTIMATE NO. 05 BID OPENING 10/14/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/05 R.E. NAME: PUNJABI, RAJ DATE OF THIS ESTIMATE 05/26/05 LOCATION RERUN PROGRESS ESTIMATE 07-LA-605-R14.6/R15.4 ----------------------- PKB CONSTRUCTION, INC. IN LOS ANGELES COUNTY IN P.O. BOX 661717 PICO RIVERA FROM 0.1 KM NORTH OF ARCADIA, CA 91066 BEVERLY BOULEVARD OVERCROSSING TO 0.5 KM SOUTH OF ROSE HILLS ROAD OVERCROSSING FED. AID NO. ACIM-605 -2(720)E CONSTRUCT SOUND AND RETAINING WALLS ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PREPARE STORM WATER POLLUTION LS 10,000.0000 10,000.00 0.750 7,500.00 PREVENTION PLAN 02 WATER POLLUTION CONTROL LS 40,000.0000 40,000.00 0.060 2,400.00 0.215 8,600.00 03 TEMPORARY CONCRETE WASHOUT FACILITY EA 4,000.0000 4,000.00 0.250 1,000.00 04 CONSTRUCTION AREA SIGNS LS 8,000.0000 8,000.00 0.400 3,200.00 S) 05 TRAFFIC CONTROL SYSTEM LS 480,000.0000 480,000.00 0.067 32,160.00 0.194 93,120.00 S) 06 TEMPORARY TRAFFIC STRIPE (TAPE) M 6.0000 3,600.00 580.940 3,485.64 S) 07 CHANNELIZER (SURFACE MOUNTED) EA 36.0000 504.00 15.000 540.00 S) 08 TEMPORARY PAVEMENT MARKER EA 5.0000 1,800.00 343.000 1,715.00 S) 09 TEMPORARY RAILING (TYPE K) M 60.0000 67,800.00 56.000 3,360.00 860.670 51,640.20 S) 10 TEMPORARY CRASH CUSHION MODULE EA 220.0000 3,080.00 14.000 3,080.00 S) 11 ABANDON CULVERT EA 5,000.0000 5,000.00 0.000 0.00 12 REMOVE METAL BEAM GUARD RAILING M 35.0000 8,750.00 103.240 3,613.40 13 REMOVE TRAFFIC STRIPE M 0.6000 156.00 256.030 153.62 14 REMOVE PAVEMENT MARKER EA 1.5000 540.00 560.000 840.00 15 REMOVE ROADSIDE SIGN EA 200.0000 800.00 4.000 800.00 16 REMOVE ASPHALT CONCRETE DIKE M 6.0000 5,040.00 0.000 0.00 17 REMOVE CULVERT M 120.0000 14,400.00 0.000 0.00 18 REMOVE INLET EA 1,100.0000 6,600.00 0.000 0.00 19 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 5.0000 15,700.00 0.000 0.00 S) 20 BRIDGE REMOVAL (PORTION) LS 40,000.0000 40,000.00 0.000 0.00 21 CLEARING AND GRUBBING LS 37,000.0000 37,000.00 1.000 37,000.00 22 ROADWAY EXCAVATION M3 20.0000 680.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 05/26/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-040104 TIME 12:38 PM ESTIMATE NO. 05 BID OPENING 10/14/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/05 R.E. NAME: PUNJABI, RAJ DATE OF THIS ESTIMATE 05/26/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 ROADWAY EXCAVATION (TYPE Y) M3 23.0000 11,960.00 0.000 0.00 (AERIALLY DEPOSITED LEAD) 24 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 25 STRUCTURE EXCAVATION (BRIDGE) M3 15.0000 945.00 0.000 0.00 F) 26 STRUCTURE EXCAVATION (RETAINING WALL) M3 90.0000 370,170.00 0.000 0.00 F) 27 STRUCTURE EXCAVATION (TYPE Y) M3 20.0000 13,600.00 0.000 0.00 F) (AERIALLY DEPOSITED LEAD) 28 STRUCTURE BACKFILL M3 39.0000 1,482.00 0.000 0.00 29 STRUCTURE BACKFILL (BRIDGE) M3 41.0000 1,025.00 0.000 0.00 F) 30 STRUCTURE BACKFILL (RETAINING WALL) M3 33.0000 158,433.00 0.000 0.00 F) 31 DITCH EXCAVATION M3 12.0000 10,080.00 0.000 0.00 32 SOIL ANCHOR EA 1,800.0000 63,000.00 0.000 0.00 S) 33 HIGHWAY PLANTING LS 100,000.0000 100,000.00 0.000 0.00 S) 34 PLANT ESTABLISHMENT WORK LS 15,000.0000 15,000.00 0.000 0.00 S) 35 IRRIGATION SYSTEM LS 85,000.0000 85,000.00 0.353 30,005.00 S) 36 CLASS 2 AGGREGATE BASE M3 75.0000 49,500.00 0.000 0.00 37 ASPHALT CONCRETE (TYPE B) TONN 70.0000 86,800.00 0.000 0.00 38 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 150.0000 900.00 0.000 0.00 39 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 145.0000 38,280.00 0.000 0.00 S) PILING 40 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 155.0000 285,200.00 0.000 0.00 S) PILING (BARRIER) 41 750 MM CAST-IN-DRILLED-HOLE-CONCRETE M 850.0000 37,400.00 0.000 0.00 S) PILING (BARRIER) 42 STRUCTURAL CONCRETE, BRIDGE M3 1,300.0000 140,400.00 0.000 0.00 F) 43 STRUCTURE CONCRETE, RETAINING WALL M3 400.0000 467,600.00 0.000 0.00 F) (SOUND WALL) 44 STRUCTURAL CONCRETE, RETAINING WALL M3 500.0000 152,500.00 0.000 0.00 F) 45 MINOR CONCRETE (MINOR STRUCTURE) M3 2,400.0000 93,600.00 0.000 0.00 F) 46 DRILL AND BOND DOWEL M 64.0000 5,952.00 0.000 0.00 47 CORE CONCRETE (0 - 50 MM) M 140.0000 3,780.00 0.000 0.00 S) & PRESSURE GROUT DOWEL 48 SOUND WALL (RETAINING WALL) M2 145.0000 188,065.00 0.000 0.00 SF) 49 SOUND WALL (BARRIER) (MASONRY BLOCK) M2 148.0000 197,432.00 0.000 0.00 SF) PROGRAM CAS145 PAGE 3 DATE 05/26/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-040104 TIME 12:38 PM ESTIMATE NO. 05 BID OPENING 10/14/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/05 R.E. NAME: PUNJABI, RAJ DATE OF THIS ESTIMATE 05/26/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 SOUND WALL (MASONRY BLOCK) M2 160.0000 40,960.00 0.000 0.00 F) 51 BAR REINFORCING STEEL (BRIDGE) KG 3.3000 44,622.60 0.000 0.00 SF) 52 BAR REINFORCING STEEL (RETAINING WALL) KG 2.0000 261,506.00 0.000 0.00 SF) 53 FURNISH SIGN STRUCTURE (TRUSS) KG 4.5000 20,250.00 0.000 0.00 F) 54 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 4,500.00 0.000 0.00 SF) 55 ROADSIDE SIGN (WALL MOUNTED SIGN) EA 500.0000 1,000.00 0.000 0.00 56 920 MM CAST-IN-DRILLED-HOLE M 1,200.0000 7,200.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 57 INSTALL SIGN PANEL ON EXISTING FRAME M2 160.0000 2,080.00 0.000 0.00 58 INSTALL ROADSIDE SIGN EA 5,000.0000 10,000.00 0.000 0.00 (LAMINATED WOOD BOX POST) 59 600 MM REINFORCED CONCRETE PIPE M 220.0000 24,200.00 0.000 0.00 60 600 MM CORRUGATED STEEL PIPE M 260.0000 36,400.00 0.000 0.00 (1.63 MM THICK) 61 75 MM PLASTIC PIPE M 45.0000 2,205.00 0.000 0.00 62 600 MM STEEL FLARED END SECTION EA 300.0000 1,200.00 0.000 0.00 63 ROCK SLOPE PROTECTION M3 160.0000 10,400.00 0.000 0.00 (FACING, METHOD B) 64 ROCK SLOPE PROTECTION FABRIC M2 7.0000 980.00 0.000 0.00 65 MISCELLANEOUS IRON AND STEEL KG 3.0000 5,580.00 0.000 0.00 SF) 66 3.7 M CHAIN LINK GATE (TYPE CL-1.8) EA 2,500.0000 2,500.00 0.000 0.00 S) 67 METAL BEAM GUARD RAILING (WOOD POST) M 130.0000 5,720.00 0.000 0.00 S) 68 END SECTION EA 400.0000 400.00 0.000 0.00 S) 69 TERMINAL SYSTEM (TYPE ET) EA 3,000.0000 3,000.00 0.000 0.00 S) 70 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 800.0000 800.00 0.000 0.00 S) 71 CONCRETE BARRIER (TYPE 60E MOD) M 150.0000 5,550.00 0.000 0.00 72 CONCRETE BARRIER (TYPE 736A SV MOD) M 1,300.0000 35,100.00 0.000 0.00 73 CONCRETE BARRIER (TYPE 736A MOD) M 230.0000 108,100.00 0.000 0.00 74 CONCRETE BARRIER (TYPE 736B MOD) M 370.0000 23,310.00 0.000 0.00 75 CONCRETE BARRIER (TYPE 736SV) M 380.0000 190,000.00 0.000 0.00 F) 76 THERMOPLASTIC PAVEMENT MARKING M2 27.0000 7,830.00 0.000 0.00 S) PROGRAM CAS145 PAGE 4 DATE 05/26/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-040104 TIME 12:38 PM ESTIMATE NO. 05 BID OPENING 10/14/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/05 R.E. NAME: PUNJABI, RAJ DATE OF THIS ESTIMATE 05/26/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 340.00 0.000 0.00 S) 78 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.5000 1,530.00 0.000 0.00 S) (BROKEN 10.98 M - 3.66 M) 79 PAVEMENT MARKER (NON-REFLECTIVE) EA 3.0000 870.00 0.000 0.00 80 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 284.00 0.000 0.00 S) 81 MODIFY TRAFFIC MONITORING STATION LS 9,000.0000 9,000.00 0.000 0.00 S) 82 COMMUNICATION SYSTEM ROUTING (MODIFY) LS 180,000.0000 180,000.00 0.290 52,200.00 0.620 111,600.00 S) PROGRAM CAS145 PAGE 5 DATE 05/26/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-040104 TIME 12:38 PM ESTIMATE NO. 05 BID OPENING 10/14/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/05 R.E. NAME: PUNJABI, RAJ DATE OF THIS ESTIMATE 05/26/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 90,120.00 362,892.86 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 1,157.67 7,421.01 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 91,277.67 370,313.87 83 MOBILIZATION LS 461,765.0000 461,765.00 0.500 230,882.50 ORIGINAL CONTRACT AMOUNT 4,845,736.60 TOTAL WORK COMPLETED 91,277.67 601,196.37 MATERIALS ON HAND ON SITE 10,415.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 91,277.67 611,611.37 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 11/16/04 430 12/01/04 01/03/05 06/27/06 16 81 0 0 12% 5% PROGRESS IS SATISFACTORY PUNJABI, RAJ RESIDENT ENGINEER PROGRAM CAS145 DATE 05/26/05