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 07/26/11 EST. NO.02 TIME 04:09 PM R.E. NAME: PARVINJAH, MOHSEN 08-0C0204 --------------------------------------------------------------------------- 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 0002 515.62 E.W. @ F.A.(+) 053111 N P2 0 515.62 TOTAL THIS ESTIMATE 0.00 TOTAL PREVIOUS ESTIMATE 515.62 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 07/26/11 EST. NO.02 TIME 04:09 PM R.E. NAME: PARVINJAH, MOHSEN 08-0C0204 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE UNSAT. PROGRESS -14,130.00 02 -14,130.00 -14,130.00 TOTAL DEDUCTIONS -14,130.00 -14,130.00 PROGRAM CAS145 PAGE 1 DATE 07/26/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0C0204 TIME 04:09 PM ESTIMATE NO. 02 BID OPENING 06/03/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: PARVINJAH, MOHSEN DATE OF THIS ESTIMATE 07/26/11 LOCATION RERUN PROGRESS ESTIMATE 08-SBD-2-0.9/2.4 ----------------------- PETERSON CHASE GENERAL IN SAN BERNARDINO COUNTY IN ENGINEERING CONSTRUCTION INC WRIGHTWOOD FROM 0.2 MILE EAST OF 1792 KAISER AVENUE RIVERA DRIVE TO 0.1 MILE WEST OF IRVINE CA 92614 SHEEP CREEK DRIVE FED. AID NO. ACHS-P002(36)E ,STPH-P002(36)E CONSTRUCT LEFT TURN POCKET ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 500.00 1.000 250.00 02 TEMPORARY FENCE (TYPE ESA) LF 5.7000 4,560.00 800.000 4,560.00 03 CONSTRUCTION SITE MANAGEMENT LS 1,200.0000 1,200.00 0.300 360.00 0.600 720.00 04 PREPARE STORM WATER POLLUTION LS 2,200.0000 2,200.00 1.000 2,200.00 PREVENTION PLAN 05 TEMPORARY FIBER ROLL LF 3.0000 1,500.00 500.000 1,500.00 06 TEMPORARY DRAINAGE INLET PROTECTION EA 150.0000 450.00 3.000 450.00 07 STREET SWEEPING LS 3,400.0000 3,400.00 0.200 680.00 0.500 1,700.00 08 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 800.0000 800.00 0.200 160.00 0.500 400.00 09 CONSTRUCTION AREA SIGNS LS 2,700.0000 2,700.00 0.300 810.00 0.600 1,620.00 10 TRAFFIC CONTROL SYSTEM LS 19,000.0000 19,000.00 0.300 5,700.00 0.600 11,400.00 11 TYPE II BARRICADE EA 34.0000 2,924.00 35.000 1,190.00 35.000 1,190.00 12 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.7400 5,831.20 5,651.000 4,181.74 13 CHANNELIZER (SURFACE MOUNTED) EA 34.0000 12,240.00 101.000 3,434.00 146.000 4,964.00 14 PORTABLE CHANGEABLE MESSAGE SIGN EA 1,370.0000 2,740.00 1.000 1,370.00 15 TEMPORARY RAILING (TYPE K) LF 15.7000 45,844.00 1,320.000 20,724.00 16 TEMPORARY CRASH CUSHION MODULE EA 235.0000 5,170.00 11.000 2,585.00 17 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 2.3000 5,037.00 2,239.000 5,149.70 STRIPE (HAZARDOUS WASTE) 18 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.7000 10,965.00 3,112.000 5,290.40 19 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.3000 897.00 78.000 179.40 20 REMOVE ASPHALT CONCRETE CY 66.0000 55,440.00 248.000 16,368.00 248.000 16,368.00 21 REMOVE CULVERT LF 103.0000 4,738.00 0.000 0.00 22 REMOVE INLET EA 1,500.0000 1,500.00 1.000 1,500.00 PROGRAM CAS145 PAGE 2 DATE 07/26/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0C0204 TIME 04:09 PM ESTIMATE NO. 02 BID OPENING 06/03/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: PARVINJAH, MOHSEN DATE OF THIS ESTIMATE 07/26/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 SALVAGE METAL BEAM GUARD RAILING LF 6.3000 1,953.00 150.000 945.00 24 REMOVE & RECONSTRUCT COMMUNITY CENTER LS 7,800.0000 7,800.00 0.000 0.00 SIGN 25 SIGN RESTORATION (COMMUNITY ENTRY SIGN) LS 3,400.0000 3,400.00 0.000 0.00 26 RESET MARKERS AND DELINEATORS EA 46.0000 460.00 0.000 0.00 27 RESET ROADSIDE SIGN (ONE POST) EA 150.0000 3,300.00 3.000 450.00 3.000 450.00 28 RESET ROADSIDE SIGN (TWO POST) EA 510.0000 1,530.00 1.000 510.00 1.000 510.00 29 ADJUST FRAME AND COVER TO GRADE EA 270.0000 1,620.00 0.000 0.00 30 REMOVE CONCRETE (STRUCTURE) EA 3,040.0000 3,040.00 1.000 3,040.00 31 BRIDGE REMOVAL (PORTION) LS 5,200.0000 5,200.00 0.250 1,300.00 0.250 1,300.00 32 CLEARING AND GRUBBING LS 6,400.0000 6,400.00 0.200 1,280.00 0.500 3,200.00 33 ROADWAY EXCAVATION CY 51.0000 81,090.00 429.000 21,879.00 429.000 21,879.00 34 LEAD COMPLIANCE PLAN LS 8,600.0000 8,600.00 1.000 8,600.00 35 STRUCTURE EXCAVATION (TYPE D) CY 43.0000 14,190.00 165.000 7,095.00 165.000 7,095.00 F) 36 STRUCTURE BACKFILL (BRIDGE) CY 69.0000 17,940.00 110.000 7,590.00 110.000 7,590.00 F) 37 CONCRETE BACKFILL CY 300.0000 1,200.00 0.000 0.00 38 HIGHWAY PLANTING LS 38,000.0000 38,000.00 0.000 0.00 39 DECOMPOSED GRANITE (TRAIL) SQYD 9.6000 33,024.00 0.000 0.00 40 MULCH CY 47.0000 34,780.00 0.000 0.00 41 WILD FLOWER SEEDING (ACRE) ACRE 1,310.0000 3,930.00 0.000 0.00 42 PLANT ESTABLISHMENT WORK LS 12,000.0000 12,000.00 0.000 0.00 43 CLASS 1 AGGREGATE SUBBASE CY 156.0000 1,248.00 0.000 0.00 44 CLASS 2 AGGREGATE BASE CY 111.0000 84,360.00 0.000 0.00 45 HOT MIX ASPHALT (TYPE A) TON 118.0000 214,760.00 0.000 0.00 46 HOT MIX ASPHALT (TYPE B) TON 118.0000 1,180.00 0.000 0.00 47 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 133.0000 89,110.00 0.000 0.00 48 DATA CORE LS 1,500.0000 1,500.00 0.000 0.00 49 LIQUID ASPHALT (PRIME COAT) TON 1,900.0000 13,300.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 07/26/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0C0204 TIME 04:09 PM ESTIMATE NO. 02 BID OPENING 06/03/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: PARVINJAH, MOHSEN DATE OF THIS ESTIMATE 07/26/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 TACK COAT TON 1,900.0000 11,400.00 0.000 0.00 51 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 950.0000 31,350.00 16.500 15,675.00 16.500 15,675.00 F) 52 STRUCTURAL CONCRETE, BRIDGE CY 1,040.0000 83,200.00 28.000 29,120.00 28.000 29,120.00 F) 53 STRUCTURAL CONCRETE, BOX CULVERT CY 1,000.0000 10,200.00 16.500 16,500.00 F) 54 MINOR CONCRETE (MINOR STRUCTURE) CY 1,220.0000 25,620.00 1.000 1,220.00 11.000 13,420.00 F) 55 DRILL AND BOND DOWEL LF 62.0000 7,688.00 37.000 2,294.00 37.000 2,294.00 56 REFINISH BRIDGE DECK SQFT 53.0000 3,339.00 0.000 0.00 57 BAR REINFORCING STEEL LB 1.3500 553.50 407.000 549.45 58 BAR REINFORCING STEEL (BRIDGE) LB 0.9800 19,404.00 15,385.000 15,077.30 15,385.000 15,077.30 F) 59 BAR REINFORCING STEEL (BOX CULVERT) LB 1.3600 2,423.52 1,782.000 2,423.52 F) 60 BAR REINFORCING STEEL (EPOXY COATED) LB 1.5800 5,672.20 0.000 0.00 F) (BRIDGE) 61 DECK SEAL SQFT 5.0000 2,120.00 0.000 0.00 F) 62 VILLAGE TRAIL INTERPRETIVE SIGN EA 3,050.0000 6,100.00 0.000 0.00 63 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.4000 684.00 0.000 0.00 (0.080"-UNFRAMED) 64 ROADSIDE SIGN - ONE POST EA 286.0000 2,002.00 0.000 0.00 65 18"X28" REINFORCED CONCRETE PIPE ARCH LF 350.0000 19,250.00 0.000 0.00 66 18" BITUMINOUS COATED CORRUGATED STEEL LF 245.0000 1,715.00 0.000 0.00 PIPE (.079" THICK) 67 24" BITUMINOUS COATED CORRUGATED STEEL LF 230.0000 1,610.00 7.000 1,610.00 7.000 1,610.00 PIPE (.079" THICK) 68 36" BITUMINOUS COATED CORRUGATED STEEL LF 340.0000 1,700.00 5.000 1,700.00 PIPE (.079" THICK) 69 28" X 20" CORRUGATED STEEL PIPE ARCH LF 263.0000 1,315.00 0.000 0.00 (.079" THICK) 70 FILTER FABRIC SQFT 3.6000 1,620.00 0.000 0.00 71 36" CORRUGATED STEEL PIPE INLET LF 230.0000 4,600.00 0.000 0.00 (.168" THICK) 72 18"X28" CONCRETE FLARED END ARCH SECTION EA 1,700.0000 1,700.00 0.000 0.00 73 36" PRECAST CONCRETE PIPE MANHOLE LF 1,740.0000 5,742.00 3.300 5,742.00 3.300 5,742.00 "SHAFT REDUCER" 74 ROCK SLOPE PROTECTION CY 270.0000 2,160.00 0.000 0.00 (BACKING NO. 2, METHOD B) 75 ROCK SLOPE PROTECTION FABRIC SQYD 58.0000 1,624.00 0.000 0.00 76 ROCK COBBLE SEATING WALL LF 120.0000 4,200.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 07/26/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0C0204 TIME 04:09 PM ESTIMATE NO. 02 BID OPENING 06/03/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: PARVINJAH, MOHSEN DATE OF THIS ESTIMATE 07/26/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 MISCELLANEOUS IRON AND STEEL LB 4.0000 5,968.00 440.000 1,760.00 703.000 2,812.00 F) 78 42"X42"X0.25" GALVINIZED STEEL PLATE LB 3.4000 510.00 0.000 0.00 F) "STEEL BULKHEAD" 79 DELINEATOR (CLASS 2) EA 34.0000 442.00 0.000 0.00 80 SNOW POLE MARKER EA 250.0000 500.00 0.000 0.00 81 METAL BEAM GUARD RAILING (WOOD POST) LF 27.4000 11,508.00 0.000 0.00 82 TRANSITION RAILING (TYPE WB) EA 3,140.0000 6,280.00 0.000 0.00 83 END CAP (TYPE A) EA 190.0000 380.00 0.000 0.00 84 END CAP (TYPE TC) EA 230.0000 460.00 0.000 0.00 85 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,200.0000 3,200.00 0.000 0.00 86 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,500.0000 12,500.00 0.000 0.00 87 CONCRETE BARRIER (TYPE 732) LF 206.0000 16,068.00 0.000 0.00 F) 88 THERMOPLASTIC PAVEMENT MARKING SQFT 4.6000 3,266.00 0.000 0.00 89 THERMOPLASTIC TRAFFIC STRIPE LF 0.9100 9,555.00 0.000 0.00 (SPRAYABLE) 90 PAVEMENT MARKER EA 8.0000 2,000.00 0.000 0.00 (RETROREFLECTIVE-RECESSED) 91 RUSTIC LOG BENCH EA 400.0000 800.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 07/26/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0C0204 TIME 04:09 PM ESTIMATE NO. 02 BID OPENING 06/03/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: PARVINJAH, MOHSEN DATE OF THIS ESTIMATE 07/26/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 141,304.30 249,834.51 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 515.62 515.62 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 141,819.92 250,350.13 92 MOBILIZATION LS 49,000.0000 49,000.00 0.450 22,050.00 0.950 46,550.00 ORIGINAL CONTRACT AMOUNT 1,255,980.42 TOTAL WORK COMPLETED 163,869.92 296,900.13 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -14,130.00 -14,130.00 TOTAL 149,739.92 282,770.13 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 10/18/10 320 00/00/00 11/29/10 08/30/11 41 122 0 0 23% 13% PROGRESS IS SATISFACTORY *** SUSPENDED ON 11/29/10. PARVINJAH, MOHSEN RESIDENT ENGINEER PROGRAM CAS145 DATE 07/26/11