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 09/25/09 EST. NO.04 TIME 09:39 AM R.E. NAME: WING, DAN 02-4C3604 --------------------------------------------------------------------------- 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 09/25/09 EST. NO.04 TIME 09:39 AM R.E. NAME: WING, DAN 02-4C3604 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE FAIR PRACTICES ACT -1,465.78 02 BASELINE CPM -20,000.00 03 CPM BASELINE -25,000.00 04 -25,000.00 -46,465.78 EQUAL EMPLOYMENT OPPORTUNITY MISSING FHWA 1391 -10,000.00 04 -10,000.00 -10,000.00 LABOR COMPLIANCE VIOLATION PER LTR DATED 8-09 -5,000.00 03 PER LTR DATED 9/09 -10,000.00 04 -10,000.00 -15,000.00 TOTAL DEDUCTIONS -45,000.00 -71,465.78 PROGRAM CAS145 PAGE 1 DATE 09/25/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4C3604 TIME 09:39 AM ESTIMATE NO. 04 BID OPENING 01/28/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/17/09 R.E. NAME: WING, DAN DATE OF THIS ESTIMATE 09/25/09 LOCATION PROGRESS ESTIMATE 02-TRI-299-2.2/2.6 ----------------- A I S CONSTRUCTION COMPANY IN TRINITY COUNTY NEAR SALYER FROM 6420 VIA REAL SUITE 6 1.0 MILE TO 0.5 MILE WEST OF CARPINTERIA CA 93013 TRINITY RIVER BRIDGE 05-0081 FED. AID NO. ACHS-P299(154)E ,NH-P299(154)E WIDEN AND CONSTRUCT BARRIER ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 CONSTRUCTION SITE MANAGEMENT LS 3,450.0000 3,450.00 0.160 552.00 0.700 2,415.00 02 PREPARE STORM WATER POLLUTION LS 1,500.0000 1,500.00 0.100 150.00 0.800 1,200.00 PREVENTION PLAN 03 TEMPORARY FIBER ROLL LF 3.0000 1,800.00 600.000 1,800.00 04 TEMPORARY GRAVEL BAG BERM LF 8.0000 3,200.00 0.000 0.00 05 TEMPORARY DRAINAGE INLET PROTECTION EA 375.0000 3,375.00 3.000 1,125.00 06 STREET SWEEPING LS 5,000.0000 5,000.00 0.160 800.00 0.700 3,500.00 07 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 1,200.0000 1,200.00 0.160 192.00 0.570 684.00 08 CONSTRUCTION AREA SIGNS LS 4,362.0000 4,362.00 0.100 436.20 0.800 3,489.60 09 TRAFFIC CONTROL SYSTEM LS 80,000.0000 80,000.00 0.160 12,800.00 0.700 56,000.00 10 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 7.0000 168.00 24.000 168.00 11 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.5000 720.00 1,420.000 710.00 12 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 595.00 22.000 770.00 13 TEMPORARY SIGNAL SYSTEM LS 68,000.0000 68,000.00 0.100 6,800.00 0.900 61,200.00 14 PORTABLE CHANGEABLE MESSAGE SIGN EA 6,000.0000 12,000.00 0.160 960.00 0.700 4,200.00 15 TEMPORARY FLASHING BEACON LS 1,000.0000 1,000.00 0.100 100.00 0.900 900.00 16 TEMPORARY RAILING (TYPE K) LF 25.0000 31,500.00 940.000 23,500.00 17 TEMPORARY CRASH CUSHION MODULE EA 300.0000 4,200.00 14.000 4,200.00 18 REMOVE MARKER EA 16.0000 176.00 11.000 176.00 19 REMOVE METAL BEAM GUARD RAILING LF 6.0000 4,140.00 590.000 3,540.00 20 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 2.5000 7,175.00 2,870.000 7,175.00 STRIPE 21 REMOVE PAINTED PAVEMENT MARKING SQFT 23.0000 276.00 0.000 0.00 22 REMOVE ROADSIDE SIGN EA 69.0000 897.00 9.000 621.00 PROGRAM CAS145 PAGE 2 DATE 09/25/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4C3604 TIME 09:39 AM ESTIMATE NO. 04 BID OPENING 01/28/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/17/09 R.E. NAME: WING, DAN DATE OF THIS ESTIMATE 09/25/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE OVERSIDE DRAIN EA 800.0000 800.00 1.000 800.00 24 REMOVE CULVERT LF 35.0000 7,000.00 0.000 0.00 25 REMOVE INLET EA 800.0000 4,000.00 0.000 0.00 26 REMOVE HEADWALL EA 800.0000 800.00 0.000 0.00 27 REMOVE RETAINING WALL (PORTION) LS 10,000.0000 10,000.00 1.000 10,000.00 28 REMOVE DELINEATOR EA 16.0000 304.00 0.000 0.00 29 RECONSTRUCT METAL BEAM GUARD RAILING LF 16.0000 1,408.00 0.000 0.00 30 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 13.0000 2,210.00 0.000 0.00 31 CLEARING AND GRUBBING LS 7,500.0000 7,500.00 0.250 1,875.00 32 DEVELOP WATER SUPPLY LS 1,150.0000 1,150.00 0.750 862.50 33 ROADWAY EXCAVATION CY 17.0000 56,610.00 322.400 5,480.80 34 LEAD COMPLIANCE PLAN LS 1,150.0000 1,150.00 1.000 1,150.00 35 STRUCTURE EXCAVATION (RETAINING WALL) CY 55.0000 13,970.00 35.800 1,969.00 253.950 13,967.25 F) 36 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 47.0000 25,239.00 0.000 0.00 F) 37 STRUCTURE BACKFILL (RETAINING WALL) CY 35.0000 1,365.00 39.000 1,365.00 39.000 1,365.00 F) 38 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 40.0000 20,080.00 0.000 0.00 F) 39 LEAN CONCRETE BACKFILL CY 199.0000 9,950.00 49.100 9,770.90 F) 40 IMPORTED MATERIAL (SHOULDER BACKING) TON 25.0000 5,750.00 0.000 0.00 41 EROSION CONTROL (TYPE D) ACRE 10,000.0000 4,000.00 0.000 0.00 42 CLASS 2 AGGREGATE BASE CY 32.0000 52,480.00 0.000 0.00 43 HOT MIX ASPHALT (TYPE A) TON 69.0000 198,720.00 0.000 0.00 44 PAVING ASPHALT (BINDER, GEOSYNTHETIC TON 5,000.0000 1,000.00 0.000 0.00 PAVEMENT INTERLAYER) 45 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 6.0000 720.00 0.000 0.00 46 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 2.7500 4,592.50 0.000 0.00 47 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.7500 550.00 0.000 0.00 48 STEEL SOLDIER PILE (W 14 X 159) LF 125.0000 103,125.00 825.080 103,135.00 F) 49 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 125.0000 5,250.00 42.000 5,250.00 PROGRAM CAS145 PAGE 3 DATE 09/25/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4C3604 TIME 09:39 AM ESTIMATE NO. 04 BID OPENING 01/28/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/17/09 R.E. NAME: WING, DAN DATE OF THIS ESTIMATE 09/25/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 30" DIA DRILLED HOLE LF 120.0000 84,720.00 714.000 85,680.00 51 TIEBACK ANCHOR EA 3,150.0000 94,500.00 8.000 25,200.00 11.000 34,650.00 F) 52 STRUCTURAL CONCRETE, RETAINING WALL CY 975.0000 44,850.00 2.000 1,950.00 F) 53 STRUCTURAL CONCRETE, BARRIER SLAB CY 350.0000 79,450.00 227.000 79,450.00 227.000 79,450.00 F) 54 CLASS 2 CONCRETE (BACKFILL) CY 225.0000 15,750.00 30.600 6,885.00 F) 55 MINOR CONCRETE (MINOR STRUCTURE) CY 650.0000 10,400.00 0.000 0.00 F) 56 BAR REINFORCING STEEL (RETAINING WALL) LB 1.5000 60,450.00 21,200.000 31,800.00 21,200.000 31,800.00 F) 57 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 1,400.00 0.000 0.00 (0.063"-UNFRAMED) 58 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 540.00 0.000 0.00 (0.080"-FRAMED) 59 ROADSIDE SIGN - ONE POST EA 300.0000 3,300.00 0.000 0.00 60 ROADSIDE SIGN - TWO POST EA 365.0000 365.00 0.000 0.00 61 TIMBER LAGGING MFBM 3,450.0000 51,750.00 6.750 23,287.50 F) 62 CLEAN AND PAINT STEEL SOLDIER PILING LS 6,969.0000 6,969.00 0.000 0.00 63 PREPARE AND STAIN CONCRETE SQFT 4.0000 18,236.00 0.000 0.00 F) 64 18" POLYMERIC COATED CORRUGATED STEEL LF 98.0000 11,760.00 0.000 0.00 PIPE (.079" THICK) 65 24" POLYMERIC COATED CORRUGATED STEEL LF 107.0000 18,190.00 0.000 0.00 PIPE (.079" THICK) 66 24" POLYMERIC COATED CORRUGATED STEEL LF 110.0000 660.00 0.000 0.00 PIPE DOWNDRAIN (.079" THICK) 67 24" ANCHOR ASSEMBLY EA 235.0000 235.00 0.000 0.00 68 36" CORRUGATED STEEL PIPE INLET LF 345.0000 2,760.00 0.000 0.00 (.079" THICK) 69 ROCK SLOPE PROTECTION (LIGHT, METHOD B) CY 144.0000 1,152.00 0.000 0.00 70 ROCK SLOPE PROTECTION FABRIC SQYD 20.0000 480.00 0.000 0.00 71 MISCELLANEOUS IRON AND STEEL LB 3.0000 2,682.00 0.000 0.00 F) 72 DELINEATOR (CLASS 1) EA 45.0000 1,080.00 0.000 0.00 73 MILEPOST MARKER EA 58.0000 58.00 0.000 0.00 74 MARKER (CULVERT) EA 44.0000 484.00 0.000 0.00 75 GUARD RAILING DELINEATOR EA 29.0000 116.00 0.000 0.00 76 OBJECT MARKER (TYPE L-1) EA 45.0000 270.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 09/25/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4C3604 TIME 09:39 AM ESTIMATE NO. 04 BID OPENING 01/28/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/17/09 R.E. NAME: WING, DAN DATE OF THIS ESTIMATE 09/25/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 METAL BEAM GUARD RAILING LF 23.0000 9,430.00 0.000 0.00 78 VEGETATION CONTROL (MINOR CONCRETE) SQYD 12.0000 2,040.00 0.000 0.00 79 TUBULAR BICYCLE RAILING LF 110.0000 40,590.00 0.000 0.00 F) 80 TRANSITION RAILING (TYPE WB) EA 3,500.0000 7,000.00 0.000 0.00 81 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,500.0000 2,500.00 0.000 0.00 82 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 95.0000 35,055.00 0.000 0.00 83 THERMOPLASTIC TRAFFIC STRIPE LF 0.2500 1,575.00 0.000 0.00 (SPRAYABLE) 84 PAVEMENT MARKER EA 8.0000 1,440.00 0.000 0.00 (RETROREFLECTIVE-RECESSED) PROGRAM CAS145 PAGE 5 DATE 09/25/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4C3604 TIME 09:39 AM ESTIMATE NO. 04 BID OPENING 01/28/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/17/09 R.E. NAME: WING, DAN DATE OF THIS ESTIMATE 09/25/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 162,574.20 594,732.55 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 162,574.20 594,732.55 85 MOBILIZATION LS 110,000.0000 110,000.00 0.950 104,500.00 ORIGINAL CONTRACT AMOUNT 1,496,694.50 TOTAL WORK COMPLETED 162,574.20 699,232.55 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -45,000.00 -71,465.78 TOTAL 117,574.20 627,766.77 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 03/03/09 120 05/20/09 03/18/09 11/10/09 83 46 2 0 45% 68% PROGRESS IS SATISFACTORY WING, DAN RESIDENT ENGINEER PROGRAM CAS145 DATE 09/25/09