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 07/23/09 EST. NO.04 TIME 07:24 AM R.E. NAME: H. J. BLOMMER 09-269014 --------------------------------------------------------------------------- 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 07/23/09 EST. NO.04 TIME 07:24 AM R.E. NAME: H. J. BLOMMER 09-269014 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 07/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-269014 TIME 07:24 AM ESTIMATE NO. 04 BID OPENING 01/27/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/09 R.E. NAME: H. J. BLOMMER DATE OF THIS ESTIMATE 07/23/09 LOCATION PROGRESS ESTIMATE 09-MNO-395-R0.0/R6.9 ----------------- SIERRA NEVADA CONSTRUCTION INC IN INYO AND MONO COUNTIES ABOUT 19 P.O. BOX 50760 KM NORTH OF BISHOP FROM 0.6 KM SPARKS, NV 89435-0760 NORTH OF GORGE ROAD TO 3.9 KM SOUTH OF ROCK CREEK ROAD FED. AID NO. ACHN-P395(221)E WIDEN SHOULDERS ------------------------------------------------------------------------------------------------------------------------------------ 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 2,500.0000 2,500.00 0.000 0.00 02 TIME-RELATED OVERHEAD WDAY 1,000.0000 115,000.00 21.000 21,000.00 61.000 61,000.00 03 TEMPORARY FENCE (TYPE ESA) M 15.0000 16,050.00 5.630 84.45 786.260 11,793.90 04 CONSTRUCTION SITE MANAGEMENT LS 10,000.0000 10,000.00 0.183 1,830.00 0.531 5,310.00 05 PREPARE STORM WATER POLLUTION LS 1,500.0000 1,500.00 0.073 109.50 0.712 1,068.00 PREVENTION PLAN 06 TEMPORARY FIBER ROLL M 6.0000 118,800.00 64.000 384.00 699.000 4,194.00 07 TEMPORARY CONCRETE WASHOUT FACILITY EA 225.0000 225.00 0.500 112.50 1.000 225.00 08 TEMPORARY CHECK DAM M 35.0000 15,750.00 28.000 980.00 09 TEMPORARY DRAINAGE INLET PROTECTION EA 90.0000 11,700.00 0.000 0.00 10 STREET SWEEPING LS 15,000.0000 15,000.00 0.183 2,745.00 0.531 7,965.00 11 CONSTRUCTION AREA SIGNS LS 8,000.0000 8,000.00 0.050 400.00 0.760 6,080.00 12 TRAFFIC CONTROL SYSTEM LS 25,000.0000 25,000.00 0.183 4,575.00 0.548 13,700.00 13 TYPE III BARRICADE EA 40.0000 2,600.00 65.000 2,600.00 14 TEMPORARY PAVEMENT MARKING (PAINT) M2 23.2500 2,232.00 21.540 500.81 117.780 2,738.39 15 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.2000 8,780.00 47.000 9.40 29,402.400 5,880.48 16 CHANNELIZER (SURFACE MOUNTED) EA 25.2500 30,552.50 1,223.000 30,880.75 17 FLASHING BEACON (PORTABLE) EA 450.0000 3,600.00 8.000 3,600.00 18 TEMPORARY DELINEATOR (CLASS 2) EA 15.0000 2,100.00 140.000 2,100.00 19 PORTABLE CHANGEABLE MESSAGE SIGN LS 12,000.0000 12,000.00 0.183 2,196.00 0.548 6,576.00 20 REMOVE FENCE (TYPE BW) M 7.0000 5,740.00 813.000 5,691.00 21 REMOVE FLARED END SECTION EA 400.0000 800.00 2.000 800.00 22 REMOVE TRAFFIC STRIPE M 1.5500 45,725.00 -691.000 -1,071.05 15,195.540 23,553.09 PROGRAM CAS145 PAGE 2 DATE 07/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-269014 TIME 07:24 AM ESTIMATE NO. 04 BID OPENING 01/27/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/09 R.E. NAME: H. J. BLOMMER DATE OF THIS ESTIMATE 07/23/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE PAVEMENT MARKING M2 30.0000 4,200.00 -36.090 -1,082.70 88.260 2,647.80 24 REMOVE ROADSIDE SIGN EA 100.0000 5,000.00 40.000 4,000.00 50.000 5,000.00 25 REMOVE ASPHALT CONCRETE DIKE M 1.0000 7,370.00 6,273.000 6,273.00 7,364.500 7,364.50 26 REMOVE HEADWALL EA 725.0000 3,625.00 2.000 1,450.00 5.000 3,625.00 27 REMOVE DOWNDRAIN M 100.0000 8,500.00 80.800 8,080.00 84.800 8,480.00 28 REMOVE ASPHALT CONCRETE OVERSIDE DRAIN EA 450.0000 21,150.00 34.000 15,300.00 47.000 21,150.00 29 REMOVE BASE AND SURFACING M3 5.0000 14,200.00 2,632.000 13,160.00 2,632.000 13,160.00 30 REMOVE MARKERS AND DELINEATORS EA 10.0000 3,600.00 180.000 1,800.00 360.000 3,600.00 31 SALVAGE METAL BEAM GUARD RAILING M 17.5000 1,050.00 225.000 3,937.50 32 RESET ROADSIDE SIGN EA 200.0000 1,000.00 0.000 0.00 33 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 1.5000 104,400.00 159.000 238.50 237.000 355.50 34 CLEARING AND GRUBBING LS 50,000.0000 50,000.00 0.300 15,000.00 0.900 45,000.00 35 DEVELOP WATER SUPPLY LS 10,000.0000 10,000.00 1.000 10,000.00 36 ROADWAY EXCAVATION M3 15.0000 1,000,500.00 33,205.000 498,075.00 65,160.000 977,400.00 37 LEAD COMPLIANCE PLAN LS 1,500.0000 1,500.00 1.000 1,500.00 38 BLADED DIRT ROAD M 20.0000 5,000.00 30.000 600.00 39 DITCH EXCAVATION M3 100.0000 18,000.00 70.000 7,000.00 180.000 18,000.00 40 IMPORTED MATERIAL (SHOULDER BACKING) TONN 175.0000 12,250.00 0.000 0.00 41 DUFF HA 500.0000 6,000.00 -41.692 -20,846.00 10.628 5,314.00 42 EROSION CONTROL (BLANKET) M2 2.0000 87,000.00 1,511.000 3,022.00 15,215.600 30,431.20 43 EROSION CONTROL (TYPE C) HA 3,700.0000 29,600.00 1.300 4,810.00 1.300 4,810.00 44 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 750.0000 1,500.00 1.000 750.00 2.000 1,500.00 45 FINISHING ROADWAY LS 10,000.0000 10,000.00 0.000 0.00 46 CLASS 2 AGGREGATE BASE M3 75.0000 69,750.00 0.000 0.00 47 CLASS 3 AGGREGATE BASE M3 70.0000 363,300.00 1,515.700 106,099.00 48 SEAL RANDOM CRACKS LNKM 1,600.0000 41,600.00 0.000 0.00 49 HOT MIX ASPHALT TONN 95.0000 1,187,500.00 -18.250 -1,733.75 988.140 93,873.30 PROGRAM CAS145 PAGE 3 DATE 07/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-269014 TIME 07:24 AM ESTIMATE NO. 04 BID OPENING 01/27/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/09 R.E. NAME: H. J. BLOMMER DATE OF THIS ESTIMATE 07/23/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TONN 100.0000 2,300,000.00 0.000 0.00 51 SHOULDER RUMBLE STRIP STA 145.0000 34,800.00 0.000 0.00 (HMA,GROUND-IN INDENTATIONS) 52 PLACE HOT MIX ASPHALT DIKE (TYPE A) M 4.0000 1,440.00 0.000 0.00 53 PLACE HOT MIX ASPHALT DIKE (TYPE C) M 3.0000 1,320.00 0.000 0.00 54 PLACE HOT MIX ASPHALT DIKE (TYPE E) M 3.5000 27,020.00 0.000 0.00 55 PLACE HOT MIX ASPHALT DIKE (TYPE F) M 3.2500 16,022.50 0.000 0.00 56 PLACE HOT MIX ASPHALT M2 100.0000 51,000.00 0.000 0.00 (MISCELLANEOUS AREA) 57 CLASS 2 CONCRETE (MINOR STRUCTURE) M3 2,000.0000 26,000.00 1.120 2,240.00 12.840 25,680.00 F) 58 ROCK STAINING M2 2.7000 115,290.00 13,909.900 37,556.73 59 FURNISH SINGLE SHEET ALUMINUM SIGN M2 110.0000 4,510.00 1.620 178.20 (1.6 MM-UNFRAMED) 60 FURNISH SINGLE SHEET ALUMINUM SIGN M2 118.0000 6,490.00 2.980 351.64 (2.0 MM-UNFRAMED) 61 FURNISH SINGLE SHEET ALUMINUM SIGN M2 138.0000 1,242.00 0.000 0.00 (1.6 MM-FRAMED) 62 ROADSIDE SIGN (TURNABLE METAL POST) EA 2,200.0000 19,800.00 0.000 0.00 63 ROADSIDE SIGN - ONE POST EA 250.0000 14,250.00 2.000 500.00 64 ROADSIDE SIGN - TWO POST EA 400.0000 800.00 0.000 0.00 65 450 MM CORRUGATED STEEL PIPE M 440.0000 25,960.00 36.230 15,941.20 66.830 29,405.20 (2.77 MM THICK) 66 600 MM CORRUGATED STEEL PIPE M 400.0000 23,600.00 39.300 15,720.00 58.200 23,280.00 (2.77 MM THICK) 67 900 MM CORRUGATED STEEL PIPE M 440.0000 1,848.00 2.200 968.00 4.200 1,848.00 (2.77 MM THICK) 68 1200 MM CORRUGATED STEEL PIPE M 540.0000 3,240.00 6.000 3,240.00 (2.77 MM THICK) 69 1500 MM CORRUGATED STEEL PIPE M 700.0000 4,900.00 6.500 4,550.00 (2.77 MM THICK) 70 300 MM CORRUGATED STEEL PIPE DOWNDRAIN M 225.0000 11,475.00 0.000 0.00 (2.01 MM THICK) 71 300 MM ENTRANCE TAPER EA 600.0000 1,800.00 0.000 0.00 72 300 MM DOWNDRAIN SLIP JOINT EA 950.0000 2,850.00 0.000 0.00 73 300 MM ANCHOR ASSEMBLY EA 900.0000 2,700.00 0.000 0.00 74 900 MM CORRUGATED STEEL PIPE RISER M 1,300.0000 1,690.00 1.300 1,690.00 1.300 1,690.00 (3.51 MM THICK) 75 450 MM STEEL FLARED END SECTION EA 700.0000 14,700.00 15.000 10,500.00 24.000 16,800.00 76 600 MM STEEL FLARED END SECTION EA 900.0000 7,200.00 6.000 5,400.00 8.000 7,200.00 PROGRAM CAS145 PAGE 4 DATE 07/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-269014 TIME 07:24 AM ESTIMATE NO. 04 BID OPENING 01/27/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/09 R.E. NAME: H. J. BLOMMER DATE OF THIS ESTIMATE 07/23/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 900 MM STEEL FLARED END SECTION EA 1,000.0000 1,000.00 1.000 1,000.00 78 1200 MM STEEL FLARED END SECTION EA 1,900.0000 1,900.00 1.000 1,900.00 79 ROCK SLOPE PROTECTION M3 300.0000 54,000.00 78.000 23,400.00 (FACING, METHOD B) 80 ROCK SLOPE PROTECTION FABRIC M2 2.0000 1,260.00 270.400 540.80 81 MISCELLANEOUS IRON AND STEEL KG 11.0000 1,177.00 107.000 1,177.00 107.000 1,177.00 F) 82 FENCE (TYPE BW, 5 STRAND, METAL POST) M 13.2500 10,467.50 787.000 10,427.75 83 DELINEATOR (CLASS 2) EA 30.0000 9,600.00 0.000 0.00 84 MILEPOST MARKER EA 30.0000 480.00 0.000 0.00 85 MARKER (CULVERT) EA 30.0000 1,740.00 0.000 0.00 86 OBJECT MARKER EA 30.0000 2,250.00 0.000 0.00 87 METAL BEAM GUARD RAILING M 66.0000 171,600.00 318.140 20,997.24 (1.8 M STEEL POST) 88 METAL BEAM GUARD RAILING M 70.0000 199,500.00 887.520 62,126.40 (2.1 M STEEL POST) 89 CABLE RAILING M 200.0000 1,600.00 0.000 0.00 90 END ANCHOR ASSEMBLY (TYPE SFT) EA 575.0000 13,225.00 5.000 2,875.00 91 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,400.0000 40,800.00 4.000 9,600.00 92 PAINT TRAFFIC STRIPE (2-COAT) M 0.3500 24,115.00 -2,721.000 -952.35 13,588.000 4,755.80 93 PAINT PAVEMENT MARKING (2-COAT) M2 18.7000 5,610.00 3.900 72.93 17.730 331.55 PROGRAM CAS145 PAGE 5 DATE 07/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-269014 TIME 07:24 AM ESTIMATE NO. 04 BID OPENING 01/27/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/09 R.E. NAME: H. J. BLOMMER DATE OF THIS ESTIMATE 07/23/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 640,928.44 1,851,994.72 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 640,928.44 1,851,994.72 94 MOBILIZATION LS 704,485.5000 704,485.50 0.200 140,897.10 0.950 669,261.23 ORIGINAL CONTRACT AMOUNT 7,488,007.00 TOTAL WORK COMPLETED 781,825.54 2,521,255.95 MATERIALS ON HAND ON SITE 148,633.90 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 781,825.54 2,669,889.85 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 03/25/09 115 04/13/09 04/24/09 10/06/09 61 0 0 0 33% 53% PROGRESS IS SATISFACTORY CCO H. J. BLOMMER RESIDENT ENGINEER PROGRAM CAS145 DATE 07/23/09