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HomeMy WebLinkAbout91375 - Bid Results - Railroad Safety Trail Taft to Pepper(a)Bid Opening: 7/9/2020 ITEM NO. ITEM UNIT ACTUAL QUANTITY QUANTITY UNIT PRICE ITEM TOTAL UNIT PRICE ITEM TOTAL UNIT PRICE ITEM TOTAL UNIT PRICE ITEM TOTAL UNIT PRICE ITEM TOTAL 1 OBTAIN CALTRANS DOUBLE PERMIT LS 1 1 540 540 620 620 1500 1500 4000 4000 5600 5600 2 CONSTRUCTION SURVEYS LS 1 1 25530 25530 31000 31000 60000 60000 25000 25000 44000 44000 3 LEAD COMPLIANCE PLAN LS 1 1 3774 3774 2000 2000 1500 1500 5000 5000 3750 3750 4 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 1 1 3330 3330 3500 3500 1500 1500 15000 15000 7500 7500 5 RECYCLED WATER PERMIT LS 1 1 555 555 3000 3000 1200 1200 2000 2000 2300 2300 6 TRAFFIC CONTROL SYSTEM LS 1 1 90287 90287 135000 135000 103256 103256 200000 200000 100000 100000 7 JOB SITE MANAGEMENT LS 1 1 13844 13844 28000 28000 15000 15000 25000 25000 45000 45000 8 PREPARE STORM WATER POLLUTION PREVENTION PLAN LS 1 1 24975 24975 3500 3500 1500 1500 3000 3000 9500 9500 9 STORM WATER ANNUAL REPORT EA 2 2 555 1110 450 900 2000 4000 600 1200 1500 3000 10 STREET SWEEPING LS 1 1 8200 8200 27000 27000 35000 35000 15000 15000 32000 32000 11 TEMPORARY DRAINAGE INLET PROTECTION EA 9 9 250 2250 500 4500 300 2700 350 3150 350 3150 12 TEMPORARY FIBER ROLL LF 1881 1890 11 20790 5 9450 8 15120 6.5 12285 7.3 13797 13 TEMPORARY CONSTRUCTION ENTRANCE EA 3 3 2200 6600 5000 15000 1500 4500 3000 9000 5300 15900 14 TEMPORARY CONCRETE WASHOUT BIN EA 3 3 3000 9000 1500 4500 1500 4500 1500 4500 4700 14100 15 REMOVE YELLOW THERMOPLASTIC TRAFFIC STRIPE (HAZARDOUS WASTE) LF 3091 3100 1.11 3441 1.25 3875 1 3100 1 3100 1.36 4216 16 REMOVE YELLOW THERMOPLASTIC PAVEMENT MARKING (HAZARDOUS WASTE) SF 61 61 4 244 3.7 225.7 3 183 3.5 213.5 3 183 17 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 1 1 24000 24000 3000 3000 38000 38000 30000 30000 18000 18000 18 CLEARING AND GRUBBING LS 1 1 111000 111000 151000 151000 185000 185000 300000 300000 81000 81000 19 ROADWAY EXCAVATION CY 1059 1060 66 69960 42 44520 140 148400 125 132500 200 212000 20 STRUCTURE EXCAVATION (BRIDGE) CY 254 254 107 27178 36 9144 95 24130 250 63500 130 33020 21 STRUCTURE EXCAVATION (RETAINING WALL) CY 260 260 88 22880 49 12740 80 20800 150 39000 120 31200 22 STRUCTURE BACKFILL (BRIDGE) CY 65 65 400 26000 105 6825 250 16250 200 13000 306 19890 23 STRUCTURE BACKFILL (RETAINING WALL) CY 219 219 87 19053 105 22995 130 28470 200 43800 315 68985 24 IMPORTED BORROW (CY) CY 2055 2060 44 90640 35 72100 85 175100 52 107120 5 10300 25 MECHANICALLY STABILIZED LAYER (GEOGRID) SQYD 1397 1400 8 11200 9 12600 8 11200 7 9800 10.4 14560 26 SOIL AMENDMENT CY 2 2 174 348 120 240 95 190 240 480 210 420 27 PACKET FERTILIZER EA 121 121 2 242 2.5 302.5 2 242 1 121 1 121 28 SLOW-RELEASE FERTILIZER LB 13 13 14 182 5 65 4 52 1 13 1 13 29 PLANT (GROUP B) EA 7 7 43 301 68 476 55 385 75 525 65 455 30 PLANT (GROUP U) EA 20 20 200 4000 600 12000 490 9800 370 7400 320 6400 31 PLANT ESTABLISHMENT AND MAINTENANCE LS 1 1 1900 1900 40500 40500 28000 28000 18000 18000 13250 13250 32 DECOMPOSED GRANITE SQFT 3146 3150 3 9450 2.5 7875 6.5 20475 3 9450 3.35 10552.5 33 WOOD MULCH CY 3 3 222 666 120 360 95 285 240 720 210 630 34 CHECK AND TEST EXISTING IRRIGATION FACILITIES LS 1 1 1110 1110 2700 2700 2150 2150 1000 1000 900 900 35 REMOVE IRRIGATION FACILITY LS 1 1 1332 1332 2300 2300 1850 1850 1000 1000 750 750 36 CONTROL AND NEUTRAL CONDUCTORS LS 1 1 610 610 1200 1200 950 950 1100 1100 950 950 37 1" REMOTE CONTROL VALVE EA 1 1 500 500 725 725 585 585 900 900 750 750 38 RISER SPRINKLER ASSEMBLY EA 27 27 34 918 110 2970 89 2403 37 999 32.5 877.5 39 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LINE) LF 450 450 13 5850 7.4 3330 6 2700 7 3150 6 2700 40 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LINE) LF 45 45 15 675 8 360 7 315 8 360 7 315 41 1 1/2" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LINE) LF 65 65 16 1040 8.5 552.5 7 455 10 650 9 585 42 1 1/2" PLASTIC PIPE (CLASS 315)(SUPPLY LINE) LF 95 95 20 1900 22.75 2161.25 18.5 1757.5 18 1710 16 1520 Granite R. Burke Papich Railroad Safety Trail Taft ot Phillips, Specification No. 91375 Souza Brough G:\Projects\_Bidtabs\YEAR 2020\91375 - Bid Results - Railroad Safety Trail Taft to Pepper Street,CON COST [Date]11:07 AM 1 OF 4 ITEM NO. ITEM UNIT ACTUAL QUANTITY QUANTITY UNIT PRICE ITEM TOTAL UNIT PRICE ITEM TOTAL UNIT PRICE ITEM TOTAL UNIT PRICE ITEM TOTAL UNIT PRICE ITEM TOTAL 43 BALL VALVE EA 1 1 412 412 675 675 550 550 800 800 650 650 44 HYDROSEED SQFT 14529 14600 0.24 3504 0.61 8906 0.5 7300 0.24 3504 0.13 1898 45 COMPOST (CY) CY 90 91 175 15925 80 7280 65 5915 70 6370 63 5733 46 CLASS 2 AGGREGATE BASE CY 782 790 85 67150 95 75050 95 75050 100 79000 138 109020 47 SLURRY SEAL SQYD 3783 3790 12.4 46996 12 45480 12 45480 12 45480 5 18950 48 HOT MIX ASPHALT (TYPE A) TON 684 690 122 84180 281 193890 135 93150 160 110400 222 153180 49 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 180 180 33 5940 45 8100 30 5400 16 2880 33 5940 50 REMOVE ASPHALT CONCRETE DIKE LF 409 410 4 1640 4 1640 2 820 6 2460 12 4920 51 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 533 533 279 148707 325 173225 450 239850 300 159900 265 141245 52 42" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 96 96 334 32064 465 44640 1500 144000 600 57600 757 72672 53 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 103 103 691 71173 829.5 85438.5 850 87550 800 82400 825 84975 54 STRUCTURAL CONCRETE, BRIDGE CY 120 120 2335 280200 1500 180000 1600 192000 2300 276000 2434 292080 55 STRUCTURAL CONCRETE, BRIDGE (POLYMER FIBER) CY 105 105 908 95340 900 94500 1800 189000 900 94500 1713 179865 56 STRUCTURAL CONCRETE, RETAINING WALL CY 123 123 752 92496 1400 172200 1300 159900 1300 159900 1672 205656 57 STRUCTURAL CONCRETE, DRAINAGE INLET CY 1 1.2 4750 5700 5500 6600 4800 5760 4000 4800 2600 3120 58 DRILL AND BOND DOWEL LF 151 160 38.1 6096 140 22400 110 17600 23 3680 125 20000 59 JOINT SEAL (TYPE A) LF 12 12 351.87 4222.44 400 4800 350 4200 360 4320 250 3000 60 BAR REINFORCING STEEL (BRIDGE) LB 50967 50967 1.66 84605.22 1.9 96837.3 1.6 81547.2 2.1 107030.7 1.51 76960.17 61 BAR REINFORCING STEEL (RETAINING WALL) LB 13138 13138 1.45 19050.1 2.05 26932.9 1.6 21020.8 2 26276 1.57 20626.66 G:\Projects\_Bidtabs\YEAR 2020\91375 - Bid Results - Railroad Safety Trail Taft to Pepper Street,CON COST [Date]11:07 AM 2 OF 4 ITEM NO. ITEM UNIT ACTUAL QUANTITY QUANTITY UNIT PRICE ITEM TOTAL UNIT PRICE ITEM TOTAL UNIT PRICE ITEM TOTAL UNIT PRICE ITEM TOTAL UNIT PRICE ITEM TOTAL 62 FURNISH TRUSS (55'-71') EA 6 6 98570 591420 111500 669000 125000 750000 110000 660000 108220 649320 63 ERECT TRUSS (55'-71') EA 6 6 10212 61272 10300 61800 6000 36000 11000 66000 41745 250470 64 FURNISH TRUSS (90'-100') EA 1 1 210000 210000 198500 198500 115000 115000 195000 195000 180000 180000 65 ERECT TRUSS (90'-100') EA 1 1 59000 59000 35300 35300 50000 50000 30000 30000 34000 34000 66 FURNISH TOWER STRUCTURE NO. 1 EA 1 1 60000 60000 62500 62500 60000 60000 75000 75000 56000 56000 67 FURNISH TOWER STRUCTURE NO. 2 EA 1 1 37000 37000 55000 55000 35000 35000 56000 56000 36000 36000 68 FURNISH TOWER STRUCTURE NO. 3 EA 1 1 32000 32000 72700 72700 85000 85000 81000 81000 36000 36000 69 ERECT TOWER STRUCTURE EA 3 3 15000 45000 5000 15000 6000 18000 8000 24000 34255 102765 70 REMOVE RETAINING WALL LF 192 200 50 10000 25 5000 50 10000 75 15000 150 30000 71 REMOVE CONCRETE BARRIER SURFACE SQFT 136 140 27 3780 20 2800 30 4200 50 7000 200 28000 72 FURNISH POLYESTER CONCRETE OVERLAY CF 23 23 171 3933 178 4094 130 2990 175 4025 200 4600 73 PLACE POLYESTER CONCRETE OVERLAY SQFT 136 140 56 7840 102 14280 25 3500 80 11200 50 7000 74 18" REINFORCED CONCRETE PIPE (CLASS III) LF 347 350 134 46900 171 59850 275 96250 150 52500 160 56000 75 18" CONCRETE FLARED END SECTION EA 1 1 2137 2137 3500 3500 3800 3800 2500 2500 3700 3700 76 36" PRECAST CONCRETE PIPE INLET LF 5 6 725 4350 1000 6000 1200 7200 350 2100 1134 6804 77 ABANDON PIPELINE EA 1 1 2000 2000 2700 2700 10000 10000 10000 10000 8300 8300 78 ABANDON SEWER LS 1 1 1800 1800 2100 2100 2500 2500 2500 2500 2200 2200 79 REMOVE PIPE (LF) LF 232 240 22 5280 34 8160 100 24000 110 26400 90 21600 80 REMOVE MANHOLE EA 2 2 1700 3400 3500 7000 7500 15000 8000 16000 4000 8000 81 REMOVE SEWER PIPE LF 58 58 48 2784 37 2146 150 8700 150 8700 130 7540 82 ADJUST VALVE BOX FRAME AND COVER TO GRADE EA 2 2 452 904 840 1680 1200 2400 980 1960 1400 2800 83 ADJUST SEWER MANHOLE EA 2 2 720 1440 1600 3200 1900 3800 1400 2800 1400 2800 84 MODIFY MANHOLE EA 1 1 2500 2500 2600 2600 3200 3200 4000 4000 3100 3100 85 MINOR CONCRETE (CURB) (LF) LF 411 420 60 25200 47 19740 75 31500 25 10500 64 26880 86 MINOR CONCRETE (CURB) (CY) CY 24 24 1200 28800 785 18840 1050 25200 925 22200 1976 47424 87 DETECTABLE WARNING SURFACE SQFT 182 190 62 11780 38 7220 65 12350 50 9500 55 10450 88 MINOR CONCRETE (CURB AND GUTTER) CY 32 33 1112 36696 785 25905 825 27225 850 28050 884 29172 89 MINOR CONCRETE (SIDEWALK) CY 41 41 882 36162 900 36900 950 38950 850 34850 1231 50471 90 PRE/POST CONSTRUCTION SURVEYS EA 6 6 2000 12000 925 5550 600 3600 1300 7800 850 5100 91 MISCELLANEOUS IRON AND STEEL LB 283 283 4 1132 3.5 990.5 2 566 6 1698 3 849 92 FRAME AND COVER EA 1 1 703 703 855 855 300 300 1800 1800 600 600 93 BRIDGE DECK DRAINAGE SYSTEM LB 754 754 55 41470 64 48256 55 41470 40 30160 24 18096 94 PRECAST STORM DRAIN MANHOLE (CITY STD 3530) EA 3 3 5880 17640 6400 19200 5300 15900 7000 21000 5200 15600 95 8" DUCTILE IRON PIPE LF 308 310 117 36270 125 38750 210 65100 250 77500 268 83080 96 THRUST BLOCK EA 7 7 150 1050 275 1925 160 1120 230 1610 160 1120 97 6" HDPE SEWER PIPE LF 212 220 126 27720 132 29040 170 37400 195 42900 170 37400 98 SEWER MANHOLE (ENG STD 6610) EA 3 3 22000 66000 5600 16800 8000 24000 8000 24000 7900 23700 99 SEWER LATERAL LS 1 1 1900 1900 1200 1200 4000 4000 4400 4400 3800 3800 100 CHAIN LINK FENCE (TYPE CL-6) LF 50 50 55.5 2775 57 2850 52 2600 60 3000 52 2600 101 WROUGHT IRON FENCE (ON WALLS) LF 215 215 97 20855 125 26875 88 18920 90 19350 88 18920 102 WROUGHT IRON FENCE LF 1148 1150 90 103500 90 103500 82 94300 90 103500 82 94300 103 REMOVE WOOD FENCE LF 381 390 7.15 2788.5 5 1950 11 4290 14 5460 6.5 2535 104 REMOVE CHAIN LINK FENCE LF 472 480 8.8 4224 6 2880 8 3840 15 7200 8 3840 105 PAVEMENT MARKER (RETROREFLECTIVE) EA 206 210 5.5 1155 6.15 1291.5 5 1050 5.5 1155 5 1050 106 RELOCATE ROADSIDE SIGN - ONE POST EA 1 1 138 138 340 340 125 125 315 315 275 275 G:\Projects\_Bidtabs\YEAR 2020\91375 - Bid Results - Railroad Safety Trail Taft to Pepper Street,CON COST [Date]11:07 AM 3 OF 4 ITEM NO. ITEM UNIT ACTUAL QUANTITY QUANTITY UNIT PRICE ITEM TOTAL UNIT PRICE ITEM TOTAL UNIT PRICE ITEM TOTAL UNIT PRICE ITEM TOTAL UNIT PRICE ITEM TOTAL 107 ROADSIDE SIGN - ONE POST EA 18 18 324 5832 375 6750 295 5310 345 6210 300 5400 108 PICKET RAILING LF 411 420 148.5 62370 165 69300 135 56700 140 58800 135 56700 109 THERMOPLASTIC TRAFFIC STRIPE LF 6135 6140 1.67 10253.8 1.9 11666 1.5 9210 1.7 10438 1.5 9210 110 THERMOPLASTIC PAVEMENT MARKING SQFT 617 620 5.55 3441 6.15 3813 5 3100 6 3720 5 3100 111 PAINT TRAFFIC STRIPE (2-COAT) LF 3289 3290 0.83 2730.7 1 3290 0.75 2467.5 1 3290 1 3290 112 PAINT PAVEMENT MARKING (2-COAT) SQFT 715 720 3.33 2397.6 3.7 2664 3 2160 3.5 2520 3 2160 113 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 5467 5470 1.11 6071.7 1.25 6837.5 1 5470 1.2 6564 1 5470 114 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 106 110 2.22 244.2 2.5 275 2 220 2.3 253 2 220 115 LIGHTING SYSTEM LS 1 1 160000 160000 191000 191000 150000 150000 170000 170000 150178 150178 116 MOBILIZATION LS 1 1 134115 134115 220000 220000 460000 460000 500000 500000 1081000 1081000 $3,774,960.26 $4,155,070.15 4845580 4914475.2 5566119.8Total Bid amount G:\Projects\_Bidtabs\YEAR 2020\91375 - Bid Results - Railroad Safety Trail Taft to Pepper Street,CON COST [Date]11:07 AM 4 OF 4