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 03/25/10 EST. NO.06 TIME 09:50 AM R.E. NAME: PIRZADEH, BEHROOZ 12-085104 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** 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 03/25/10 EST. NO.06 TIME 09:50 AM R.E. NAME: PIRZADEH, BEHROOZ 12-085104 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 03/25/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-085104 TIME 09:50 AM ESTIMATE NO. 06 BID OPENING 06/18/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/10 R.E. NAME: PIRZADEH, BEHROOZ DATE OF THIS ESTIMATE 03/25/10 LOCATION PROGRESS ESTIMATE 12-ORA-39-19.2/23.2 ----------------- R.J. NOBLE COMPANY IN ORANGE CO IN LA HABRA ON ROUTE 15505 E. LINCOLN AVE 39 FROM HARBOR BOULEVARD TO ORANGE, CA 92856 IMPERIAL HIGHWAY AND VARIOUS LOCATIONS FED. AID NO. SARR-P039(21)E ,A-P039(21)E PAVEMENT REHABILITATION ------------------------------------------------------------------------------------------------------------------------------------ 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 2,000.0000 2,000.00 0.500 1,000.00 02 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 750.00 0.000 0.00 03 TIME-RELATED OVERHEAD WDAY 85.0000 10,200.00 5.000 425.00 61.000 5,185.00 04 CONSTRUCTION SITE MANAGEMENT LS 30,000.0000 30,000.00 0.700 21,000.00 05 PREPARE WATER POLLUTION CONTROL LS 1,550.0000 1,550.00 0.850 1,317.50 PROGRAM 06 TEMPORARY DRAINAGE INLET PROTECTION EA 135.0000 8,235.00 45.000 6,075.00 07 STREET SWEEPING LS 11,250.0000 11,250.00 0.400 4,500.00 08 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 8,000.0000 8,000.00 0.800 6,400.00 09 CONSTRUCTION AREA SIGNS LS 7,750.0000 7,750.00 0.700 5,425.00 10 TRAFFIC CONTROL SYSTEM LS 47,000.0000 47,000.00 0.600 28,200.00 11 CHANNELIZER (SURFACE MOUNTED) EA 20.0000 260.00 7.000 140.00 12 TEMPORARY RAILING (TYPE K) LF 50.0000 5,000.00 80.000 4,000.00 13 TEMPORARY CRASH CUSHION, SAND FILLED EA 95.0000 1,045.00 7.000 665.00 (TS11) 14 TEMPORARY TRAFFIC SCREEN LF 2.0000 200.00 100.000 200.00 15 REMOVE CULVERT LF 15.5000 7,595.00 54.000 837.00 16 REMOVE GRATE EA 46.5000 1,627.50 32.000 1,488.00 17 REMOVE MANHOLE EA 1,650.0000 1,650.00 1.000 1,650.00 18 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.1800 238,360.00 6,256.000 7,382.08 19 BRIDGE REMOVAL (PORTION) LS 15,500.0000 15,500.00 1.000 15,500.00 20 ROADWAY EXCAVATION CY 43.0000 31,820.00 782.250 33,636.75 21 LEAD COMPLIANCE PLAN LS 1,000.0000 1,000.00 0.000 0.00 22 STRUCTURE EXCAVATION (BRIDGE) CY 395.0000 3,160.00 8.000 3,160.00 F) PROGRAM CAS145 PAGE 2 DATE 03/25/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-085104 TIME 09:50 AM ESTIMATE NO. 06 BID OPENING 06/18/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/10 R.E. NAME: PIRZADEH, BEHROOZ DATE OF THIS ESTIMATE 03/25/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 STRUCTURE EXCAVATION (RETAINING WALL) CY 280.0000 43,680.00 156.000 43,680.00 F) 24 STRUCTURE BACKFILL (RETAINING WALL) CY 101.0000 12,625.00 125.000 12,625.00 F) 25 CLASS 2 AGGREGATE SUBBASE CY 26.0000 10,400.00 373.000 9,698.00 26 HOT MIX ASPHALT (TYPE A) TON 64.5000 619,200.00 1,409.670 90,923.72 27 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 73.7500 1,976,500.00 0.000 0.00 28 CONCRETE PAVEMENT (RAPID STRENGTH CY 512.0000 112,640.00 220.000 112,640.00 CONCRETE) 29 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 240.0000 68,400.00 285.840 68,601.60 30 STRUCTURAL CONCRETE, BRIDGE CY 3,300.0000 3,960.00 1.900 6,270.00 F) 31 STRUCTURAL CONCRETE, RETAINING WALL CY 670.0000 19,430.00 29.000 19,430.00 F) 32 MINOR CONCRETE (MINOR STRUCTURE) CY 3,025.0000 9,075.00 3.000 9,075.00 33 FURNISH PRECAST PRESTRESSED CONCRETE BOX EA 53,000.0000 53,000.00 1.000 53,000.00 GIRDER (80'-90') 34 ERECT PRECAST PRESTRESSED CONCRETE BOX EA 13,500.0000 13,500.00 1.000 13,500.00 GIRDER 35 JOINT SEAL (MR 1/2") LF 140.0000 1,400.00 10.000 1,400.00 10.000 1,400.00 36 JOINT SEAL (MR 1") LF 90.0000 8,640.00 96.000 8,640.00 96.000 8,640.00 37 BAR REINFORCING STEEL (BRIDGE) LB 1.3000 13,039.00 10,030.000 13,039.00 F) 38 BAR REINFORCING STEEL (RETAINING WALL) LB 1.4000 2,940.00 2,100.000 2,940.00 F) 39 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.2500 1,025.00 0.000 0.00 (0.080"-UNFRAMED) 40 ROADSIDE SIGN - ONE POST EA 105.0000 3,360.00 0.000 0.00 41 PAINT CURB (2-COAT) SQFT 0.5500 1,468.50 0.000 0.00 42 18" REINFORCED CONCRETE PIPE LF 185.0000 51,800.00 42.000 7,770.00 43 24" REINFORCED CONCRETE PIPE LF 195.0000 40,950.00 12.000 2,340.00 44 MINOR CONCRETE (MISCELLANEOUS CY 605.0000 229,900.00 380.000 229,900.00 F) CONSTRUCTION) 45 MISCELLANEOUS IRON AND STEEL LB 2.7500 19,690.00 6,144.000 16,896.00 46 CHAIN LINK RAILING (TYPE 7) LF 76.2500 8,082.50 106.000 8,082.50 106.000 8,082.50 F) 47 PEDESTRIAN BARRICADE (TYPE I) EA 495.0000 3,465.00 0.000 0.00 48 CONCRETE BARRIER (TYPE 26 MODIFIED) LF 140.0000 12,040.00 86.000 12,040.00 86.000 12,040.00 F) 49 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 12,960.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 03/25/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-085104 TIME 09:50 AM ESTIMATE NO. 06 BID OPENING 06/18/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/10 R.E. NAME: PIRZADEH, BEHROOZ DATE OF THIS ESTIMATE 03/25/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.2100 63.00 0.000 0.00 (BROKEN 12-3) 51 THERMOPLASTIC PAVEMENT MARKING SQFT 1.3600 14,280.00 0.000 0.00 52 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.0900 71.10 0.000 0.00 (BROKEN 6-1) 53 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.1900 9,880.00 0.000 0.00 (BROKEN 17-7) 54 PAVEMENT MARKER (RETROREFLECTIVE-SPECIAL EA 1.7500 2,992.50 0.000 0.00 TYPE G) 55 PAVEMENT MARKER (RETROREFLECTIVE-SPECIAL EA 1.7500 1,172.50 0.000 0.00 TYPE H) 56 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,000.0000 1,000.00 0.870 870.00 SYSTEM ELEMENTS DURING CONSTRUCTION 57 SIGNAL AND LIGHTING (LOCATION 1) LS 7,000.0000 7,000.00 0.700 4,900.00 58 SIGNAL AND LIGHTING (LOCATION 2) LS 7,750.0000 7,750.00 1.000 7,750.00 59 SIGNAL AND LIGHTING (LOCATION 3) LS 4,700.0000 4,700.00 1.000 4,700.00 60 INDUCTIVE LOOP DETECTOR EA 205.0000 47,560.00 0.000 0.00 61 PEDESTRIAN PUSH BUTTON EA 160.0000 17,440.00 109.000 17,440.00 62 PEDESTRIAN PUSH BUTTON POST AND COUNT LS 3,500.0000 3,500.00 1.000 3,500.00 DOWN PEDESTRIAN SIGNAL MODULE 63 NO. 5 PULL BOX EA 620.0000 9,920.00 26.000 16,120.00 PROGRAM CAS145 PAGE 4 DATE 03/25/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-085104 TIME 09:50 AM ESTIMATE NO. 06 BID OPENING 06/18/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/10 R.E. NAME: PIRZADEH, BEHROOZ DATE OF THIS ESTIMATE 03/25/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 30,587.50 945,532.15 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 30,587.50 945,532.15 64 MOBILIZATION LS 74,000.0000 74,000.00 0.950 70,300.00 ORIGINAL CONTRACT AMOUNT 3,988,451.60 TOTAL WORK COMPLETED 30,587.50 1,015,832.15 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 30,587.50 1,015,832.15 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 07/28/09 120 09/21/09 09/21/09 06/07/10 61 60 0 0 25% 51% PROGRESS IS SATISFACTORY PIRZADEH, BEHROOZ RESIDENT ENGINEER PROGRAM CAS145 PAGE 4 DATE 03/25/10