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 03/21/08 EST. NO.09 TIME 08:09 AM R.E. NAME: NILESH PANDYA 04-174934 --------------------------------------------------------------------------- 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 0011-1 -450.38 E.W. @ F.A.(+) 081507 N 0005.1 DAO CORRECTING ENTRY 0012-1 -482.34 081707 N 0006.1 DAO CORRECTING ENTRY 0013-1 -463.64 081607 N 0007.1 DAO CORRECTING ENTRY 0014-1 -463.13 082107 N 0008.1 DAO CORRECTING ENTRY 0015-1 -463.13 082207 N 0009.1 DAO CORRECTING ENTRY 0016-1 -463.13 082307 N 0011.1 DAO CORRECTING ENTRY 0017-1 -444.94 082407 N 0012.1 DAO CORRECTING ENTRY 0018-1 -628.92 082907 N 0013.1 DAO CORRECTING ENTRY 0019-1 -535.91 083007 N 0014.1 DAO CORRECTING ENTRY 0024 442.79 101307 N 0040.0 0025 518.74 090407 N 0041.0 0026 481.84 090607 N 0042.0 0027 518.74 090707 N 0043.0 0028 292.52 091007 N 0044.0 0029 329.62 091107 N 0045.0 0030 457.69 091307 N 0046.0 0031 475.88 091407 N 0047.0 0032 603.24 091707 N 0048.0 0033 444.94 092607 N 0051.0 0034 666.33 092807 N 0052.0 0035 512.27 092507 N 0053.0 0036 444.94 100507 N 0054.0 0037 444.94 100607 N 0055.0 0038 333.70 100907 N 0056.0 0039 518.74 090407 N 0057.0 0040 333.70 101007 N 0060.0 0041 592.53 101107 N 0061.0 0042 631.48 101607 N 0062.0 0043 731.30 103107 N 0069.0 0044 737.83 110907 N 0070.0 0045 657.82 111507 N 0072.0 003 0001 180.36 E.W. @ F.A.(+) 091807 N 0049.0 006 0001 726.00 E.W. @ F.A.(+) 091407 N 0074.0 7,682.42 TOTAL THIS ESTIMATE 19,204.66 TOTAL PREVIOUS ESTIMATE 26,887.08 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 03/21/08 EST. NO.09 TIME 08:09 AM R.E. NAME: NILESH PANDYA 04-174934 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE TRI-TOPSAND NONCOMPL -165.17 09 -165.17 -165.17 TOTAL DEDUCTIONS -165.17 -165.17 PROGRAM CAS145 PAGE 1 DATE 03/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-174934 TIME 08:09 AM ESTIMATE NO. 09 BID OPENING 04/24/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/08 R.E. NAME: NILESH PANDYA DATE OF THIS ESTIMATE 03/21/08 LOCATION PROGRESS ESTIMATE 04-SCL-152-19.7/21.3 ----------------- RGW CONSTRUCTION, INC IN SANTA CLARA COUNTY NEAR GILROY 550 GREENVILLE ROAD FROM 0.2 KM EAST OF SAN FELIPE ROAD LIVERMORE, CA 94551 TO 1.3 KM WEST OF ROUTE 156 FED. AID NO. HP21-5204(61) ,L-5204(61) CONSTRUCT TRUCK CLIMBING LANE ------------------------------------------------------------------------------------------------------------------------------------ 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 4,500.0000 4,500.00 0.500 2,250.00 02 TIME-RELATED OVERHEAD LS 1100,000.0000 1,100,000.00 0.079 86,900.00 0.961 1,057,100.00 03 PREPARE STORM WATER POLLUTION LS 5,400.0000 5,400.00 1.000 5,400.00 PREVENTION PLAN 04 WATER POLLUTION CONTROL LS 154,000.0000 154,000.00 0.050 7,700.00 0.900 138,600.00 05 TEMPORARY CONCRETE WASHOUT FACILITY EA 3,000.0000 12,000.00 3.000 9,000.00 06 TEMPORARY CONSTRUCTION ENTRANCE EA 3,000.0000 6,000.00 2.000 6,000.00 07 TEMPORARY COVER M2 4.0000 12,000.00 2,167.000 8,668.00 08 TEMPORARY DRAINAGE INLET PROTECTION EA 800.0000 7,200.00 3.000 2,400.00 09 CONSTRUCTION AREA SIGNS LS 3,000.0000 3,000.00 0.600 1,800.00 S) 10 TRAFFIC CONTROL SYSTEM LS 110,000.0000 110,000.00 0.050 5,500.00 0.900 99,000.00 S) 11 TEMPORARY TRAFFIC STRIPE (PAINT) M 3.0000 41,100.00 6,762.470 20,287.41 S) 12 CHANNELIZER (SURFACE MOUNTED) EA 90.0000 2,160.00 12.000 1,080.00 S) 13 TEMPORARY PAVEMENT MARKER EA 5.0000 4,800.00 560.000 2,800.00 S) 14 PORTABLE CHANGEABLE MESSAGE SIGN EA 6,000.0000 24,000.00 0.250 1,500.00 3.750 22,500.00 S) 15 TEMPORARY RAILING (TYPE K) M 40.0000 226,000.00 3,599.000 143,960.00 16 TEMPORARY CRASH CUSHION MODULE EA 200.0000 16,800.00 14.000 2,800.00 S) 17 TEMPORARY CRASH CUSHION (ADIEM) EA 6,000.0000 54,000.00 7.000 42,000.00 S) 18 ABANDON CULVERT EA 1,800.0000 9,000.00 3.000 5,400.00 19 REMOVE FENCE M 7.0000 27,860.00 3,994.000 27,958.00 20 REMOVE GATE EA 600.0000 3,600.00 4.000 2,400.00 21 REMOVE METAL BEAM GUARD RAILING M 40.0000 9,600.00 42.000 1,680.00 22 REMOVE FLARED END SECTION EA 450.0000 450.00 1.000 450.00 PROGRAM CAS145 PAGE 2 DATE 03/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-174934 TIME 08:09 AM ESTIMATE NO. 09 BID OPENING 04/24/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/08 R.E. NAME: NILESH PANDYA DATE OF THIS ESTIMATE 03/21/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 7.0000 32,690.00 2,100.520 14,703.64 STRIPE 24 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 2.0000 9,340.00 2,337.450 4,674.90 25 REMOVE PAVEMENT MARKER EA 2.0000 1,300.00 300.000 600.00 26 REMOVE ASPHALT CONCRETE DIKE M 4.0000 4,800.00 70.000 280.00 507.000 2,028.00 27 REMOVE CULVERT M 210.0000 9,240.00 7.000 1,470.00 28 REMOVE INLET EA 1,800.0000 9,000.00 2.000 3,600.00 29 REMOVE HEADWALL EA 1,500.0000 21,000.00 9.000 13,500.00 30 REMOVE WINGWALL EA 3,500.0000 3,500.00 1.000 3,500.00 31 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 80.0000 7,200.00 50.000 4,000.00 S) 32 CLEARING AND GRUBBING LS 30,000.0000 30,000.00 1.000 30,000.00 33 ROADWAY EXCAVATION M3 7.0000 424,200.00 1,000.000 7,000.00 60,600.000 424,200.00 34 LEAD COMPLIANCE PLAN LS 4,500.0000 4,500.00 1.000 4,500.00 35 STRUCTURE EXCAVATION (RETAINING WALL) M3 45.0000 83,790.00 1,862.000 83,790.00 F) 36 STRUCTURE EXCAVATION (SOIL NAIL WALL) M3 35.0000 60,200.00 8.000 280.00 1,720.000 60,200.00 F) 37 STRUCTURE BACKFILL (RETAINING WALL) M3 125.0000 189,000.00 220.000 27,500.00 220.000 27,500.00 F) 38 STRUCTURE BACKFILL (SOIL NAIL WALL) M3 240.0000 10,320.00 0.000 0.00 F) 39 SOIL NAIL ASSEMBLY M 70.0000 381,500.00 5,117.500 358,225.00 F) 40 IMPORTED MATERIAL (SHOULDER BACKING) TONN 380.0000 4,560.00 0.000 0.00 41 HIGHWAY PLANTING LS 8,500.0000 8,500.00 0.000 0.00 S) 42 ROADSIDE CLEARING LS 2,500.0000 2,500.00 0.000 0.00 S) 43 EROSION CONTROL (NETTING) M2 6.0000 23,160.00 999.000 5,994.00 S) 44 STRAW (EROSION CONTROL) TONN 660.0000 7,920.00 9.640 6,362.40 S) 45 FIBER (EROSION CONTROL) KG 1.2500 1,975.00 489.000 611.25 S) 46 CHECK DAM EA 92.0000 1,104.00 0.000 0.00 S) 47 FIBER ROLLS M 10.0000 44,800.00 2,814.000 28,140.00 S) 48 COMPOST (EROSION CONTROL) M3 410.0000 4,100.00 3.100 1,271.00 S) 49 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 770.0000 1,540.00 1.000 770.00 S) PROGRAM CAS145 PAGE 3 DATE 03/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-174934 TIME 08:09 AM ESTIMATE NO. 09 BID OPENING 04/24/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/08 R.E. NAME: NILESH PANDYA DATE OF THIS ESTIMATE 03/21/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 PURE LIVE SEED (EROSION CONTROL) KG 150.0000 34,500.00 103.000 15,450.00 S) 51 STABILIZING EMULSION (EROSION CONTROL) KG 5.0000 1,750.00 214.000 1,070.00 S) 52 CLASS 4 AGGREGATE SUBBASE M3 50.0000 229,000.00 458.000 22,900.00 4,580.000 229,000.00 53 CEMENT TREATED BASE M3 115.0000 610,650.00 1,852.800 213,072.00 4,892.800 562,672.00 (PLANT-MIXED, CLASS A) 54 REPLACE ASPHALT CONCRETE SURFACING M3 300.0000 117,000.00 0.000 0.00 55 ASPHALT CONCRETE (TYPE A) TONN 88.0000 1,575,200.00 2,737.150 240,869.20 6,152.000 541,376.00 56 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 100.0000 3,900.00 0.000 0.00 AREA) 57 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 8.0000 2,880.00 0.000 0.00 58 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 8.0000 16,240.00 0.000 0.00 59 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 8.0000 6,240.00 0.000 0.00 60 RUMBLE STRIP 300 MM STA 240.0000 5,040.00 0.000 0.00 61 RUMBLE STRIP 600 MM STA 240.0000 5,040.00 0.000 0.00 62 ASPHALTIC EMULSION (PAINT BINDER) TONN 750.0000 37,500.00 10.000 7,500.00 15.000 11,250.00 63 STRUCTURAL CONCRETE, RETAINING WALL M3 560.0000 212,240.00 79.902 44,745.12 334.102 187,097.12 F) 64 CLASS 2 CONCRETE (BOX CULVERT) M3 1,750.0000 94,500.00 12.280 21,490.00 53.880 94,290.00 65 CLASS 3 CONCRETE M3 180.0000 5,220.00 0.000 0.00 66 MINOR CONCRETE (MINOR STRUCTURE) M3 3,600.0000 57,600.00 0.000 0.00 F) 67 MINOR CONCRETE (BACKFILL) M3 260.0000 780.00 2.390 621.40 68 ARCHITECTURAL TREATMENT M2 75.0000 118,500.00 0.000 0.00 F) (TEXTURED SHOTCRETE) 69 BAR REINFORCING STEEL KG 3.0000 14,148.00 434.000 1,302.00 4,702.000 14,106.00 SF) 70 BAR REINFORCING STEEL (RETAINING WALL) KG 2.5000 71,890.00 4,441.000 11,102.50 27,466.000 68,665.00 SF) 71 BAR REINFORCING STEEL (SOIL NAIL WALL) M3 3.0000 96,300.00 1,000.000 3,000.00 9,505.000 28,515.00 SF) 72 SHOTCRETE M3 660.0000 378,180.00 155.600 102,696.00 F) 73 FURNISH SINGLE SHEET ALUMINUM SIGN M2 170.0000 1,190.00 0.000 0.00 S) (2.0 MM-UNFRAMED) 74 ROADSIDE SIGN - ONE POST EA 275.0000 1,375.00 0.000 0.00 75 ROADSIDE SIGN - TWO POST EA 525.0000 525.00 0.000 0.00 76 200 MM ALTERNATIVE PIPE CULVERT M 470.0000 6,110.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 03/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-174934 TIME 08:09 AM ESTIMATE NO. 09 BID OPENING 04/24/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/08 R.E. NAME: NILESH PANDYA DATE OF THIS ESTIMATE 03/21/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 300 MM ALTERNATIVE PIPE CULVERT M 530.0000 2,120.00 0.000 0.00 78 450 MM ALTERNATIVE PIPE CULVERT M 360.0000 43,200.00 30.400 10,944.00 72.900 26,244.00 79 600 MM ALTERNATIVE PIPE CULVERT M 330.0000 56,100.00 70.500 23,265.00 80 JACKED 750 MM REINFORCED CONCRETE PIPE M 2,600.0000 338,000.00 124.000 322,400.00 (CLASS III) 81 JACKED 1200 MM REINFORCED CONCRETE PIPE M 3,300.0000 138,600.00 44.000 145,200.00 (CLASS III) 82 450 MM CORRUGATED STEEL PIPE DOWNDRAIN M 150.0000 4,350.00 0.000 0.00 (1.63 MM THICK) 83 450 MM ALTERNATIVE FLARED END SECTION EA 310.0000 1,550.00 2.000 620.00 84 600 MM ALTERNATIVE FLARED END SECTION EA 425.0000 2,975.00 0.000 0.00 85 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 150.0000 11,550.00 45.100 6,765.00 45.100 6,765.00 86 ROCK SLOPE PROTECTION M3 150.0000 13,200.00 2.400 360.00 6.000 900.00 (BACKING NO. 2, METHOD B) 87 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 150.0000 18,000.00 118.300 17,745.00 118.300 17,745.00 88 ROCK SLOPE PROTECTION FABRIC M2 2.0000 1,140.00 284.200 568.40 293.900 587.80 89 MINOR CONCRETE (MISCELLANEOUS M3 1,300.0000 72,800.00 0.000 0.00 CONSTRUCTION) 90 MISCELLANEOUS IRON AND STEEL KG 4.0000 7,072.00 0.000 0.00 SF) 91 FENCE (TYPE WM AND BW) M 27.0000 185,490.00 1,000.000 27,000.00 6,257.000 168,939.00 S) 92 CHAIN LINK FENCE (TYPE CL-1.2) M 85.0000 20,825.00 0.000 0.00 SF) 93 CHAIN LINK FENCE (TYPE CL-1.2, M 117.0000 12,870.00 0.000 0.00 S) VINYL-CLAD) 94 DELINEATOR (CLASS 1) EA 30.0000 990.00 0.000 0.00 95 GUARD RAILING DELINEATOR EA 20.0000 220.00 0.000 0.00 96 OBJECT MARKER (TYPE L-1) EA 30.0000 570.00 0.000 0.00 97 METAL BEAM GUARD RAILING M 76.0000 61,560.00 0.000 0.00 S) (2.1 M WOOD POST) 98 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,000.0000 5,000.00 0.000 0.00 S) 99 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,300.0000 39,100.00 0.000 0.00 S) 00 CONCRETE BARRIER (TYPE 60D) M 180.0000 19,800.00 0.000 0.00 01 CONCRETE BARRIER (TYPE 60D MODIFIED) M 320.0000 78,400.00 150.000 48,000.00 150.000 48,000.00 F) 02 THERMOPLASTIC PAVEMENT MARKING M2 60.0000 720.00 0.000 0.00 S) 03 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.5000 20,850.00 0.000 0.00 S) PROGRAM CAS145 PAGE 5 DATE 03/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-174934 TIME 08:09 AM ESTIMATE NO. 09 BID OPENING 04/24/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/08 R.E. NAME: NILESH PANDYA DATE OF THIS ESTIMATE 03/21/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.7500 3,675.00 0.000 0.00 S) (BROKEN) 05 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0000 10,500.00 0.000 0.00 S) 06 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 07 TRANSITION RAILING (TYPE WB) EA 4,000.0000 16,000.00 0.000 0.00 PROGRAM CAS145 PAGE 6 DATE 03/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-174934 TIME 08:09 AM ESTIMATE NO. 09 BID OPENING 04/24/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/08 R.E. NAME: NILESH PANDYA DATE OF THIS ESTIMATE 03/21/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 814,023.22 5,300,647.92 ADJUSTMENT OF COMPENSATION 0.00 7,865.25 EXTRA WORK 7,682.42 19,021.83 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 821,705.64 5,327,535.00 08 MOBILIZATION LS 863,000.0000 863,000.00 1.000 863,000.00 ORIGINAL CONTRACT AMOUNT 8,968,934.00 TOTAL WORK COMPLETED 821,705.64 6,190,535.00 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -165.17 -165.17 TOTAL 821,540.47 6,190,369.83 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 06/20/07 150 07/05/07 07/05/07 05/02/08 142 35 19 2 68% 83% PROGRESS IS SATISFACTORY NILESH PANDYA RESIDENT ENGINEER PROGRAM CAS145 PAGE 4 DATE 03/21/08