SPECIFICATION 16-11031-C CITY OF BERKELEY BID PROPOSAL A: BASE BID 1 MOBILIZATION 1 LS 2 TRAFFIC CONTROL 1 LS 3 CONTRACTOR INFORMATION SIGN 2 EA 4 CONSTRUCTION AREA SIGN 18 EA 5 PROJECT IDENTIFICATION SIGN 2 EA 6 PORTABLE CHANGEABLE MESSAGE SIGN 2 EA 7 TEMPORARY STORM DRAIN INLET PROTECTION 45 EA 8 LAYOUT 1 LS 9 EXCAVATION SAFETY 1 LS 10 COLD PLANE ASPHALT PAVEMENT 19,080 SY 11 ROADWAY EXCAVATION (F) 1,070 CY 12 REMOVE STUMP 1 EA 13 REMOVE TREE 4 EA 14 REMOVE CONCRETE 10,487 SF 15 REMOVE CURB 2,665 LF 16 REMOVE STORM DRAIN INLET 1 EA 17 REMOVE CULVERT INLET 1 EA 18 REMOVE STORM DRAIN PIPE 38 LF 19 REMOVE CHECKER PLATE AND CONCRETE 2 EA CHANNEL 20 ABANDON STORM DRAIN PIPE 1 LS 21 REMOVE REBAR AND METAL POST 35 EA 22 REMOVE CONCRETE PAVEMENT 500 SF 23 REMOVE PAVEMENT MARKING 410 SF 24 REMOVE TRAFFIC STRIPING 2,233 LF 25 SALVAGE ROADSIDE SIGN 32 EA 26 SALVAGE POST 7 EA 27 REMOVE DETECTOR HANDHOLE 9 EA 28 REMOVE TYPE 1-B POLE AND SALVAGE ROADSIDE 2 EA SIGNS 29 ADJUST WATER VALVE COVER TO GRADE (UCB) 6 EA (NP) 30 ADJUST MANHOLE COVER TO GRADE (UCB) (NP) 2 EA 31 ADJUST SS MANHOLE COVER TO GRADE (COB) 30 EA 32 ADJUST SD MANHOLE COVER TO GRADE (COB) 14 EA 33 ADJUST PULL BOX TO GRADE (COB) 20 EA 34 ADJUST WATER METER BOX TO GRADE 7 EA 35 RECONSTRUCT MONUMENT CASING 4 EA 36 CLASS 2 AGGREGATE BASE 116 CY 37 DIGOUT 9,500 SF 38 HOT MIX ASPHALT (TYPE A) 5,050 TON 39 SLURRY SEAL (TYPE II) 2,148 SY 40 LIME TREATED SOIL 903 SY P-3
Hearst Avenue Complete Street Project SPECIFICATION 16-11031-C 41 QUICKLIME PLUS 61 TON 42 CURB (TYPE A1) 778 LF 43 CURB (TYPE A2) 2,005 LF 44 RETAINING CURB (TYPE A) 40 LF 45 RETAINING CURB (TYPE B) 88 LF 46 RETAINING WALL 19 LF 47 FLUSH CURB 47 LF 48 SIDEWALK 14,970 SF 49 DRIVEWAY 2,435 SF 50 CURB RAMP 16 EA 51 CURB RAMP (UCB) 10 EA 52 DETECTABLE WARNING SURFACE (UCB) (CAST IN 2 EA PLACE) (NP) 53 ISLAND PASSAGEWAY 250 SF 54 TEXTURED AND COLORED CONCRETE 390 SF 55 BUS-STOP PAD 3,776 SF 56 SEEDED EXPOSED AGGREGATE DRIVEWAY 86 SF 57 SIDEWALK UNDERDRAIN 2 EA 58 CLAY PAVER (FLATWORK) DRIVEWAY 44 SF 59 OVERFLOW INLET 1 EA 60 DRAINAGE INLET (TYPE OL) 1 EA 61 SD JUNCTION BOX 2 EA 62 STORM DRAIN MANHOLE 4 EA 63 CURB INLET 2 EA 64 CATCH BASIN WITH CURB INLET 8 EA 65 REPLACE CATCH BASIN TOP WITH SDMH TOP 2 EA SLAB 66 REPLACE CURB INLET TOP WITH SDMH TOP SLAB 1 EA 67 8-INCH HDPE STORM DRAIN 170 LF 68 12-INCH HDPE STORM DRAIN 260 LF 69 18-INCH HDPE STORM DRAIN 15 LF 70 4-INCH APC (PERFORATED) 56 LF 71 4-INCH APC 26 LF 72 3-INCH APC 26 LF 73 CLEANOUT 2 EA 74 CLASS 2 PERMEABLE MATERIAL 29 CY 75 BIORETENTION SOIL 43 CY 76 TOPSOIL 80 CY 77 12-INCH HIGH PLASTIC WATER BARRIER (30 MIL) 88 LF 78 COBBLE ENERGY DISSIPATER 2 EA 79 ORNAMENTAL FENCE 24 LF P-4
SPECIFICATION 16-11031-C 80 EDUCATIONAL SIGN 1 EA 81 RESET BOULDER 3 EA 82 RELOCATE PARKING TERMINAL AND ROADSIDE 5 EA SIGN 83 SALVAGE PARKING TERMINAL 1 EA 84 RELOCATE BENCH 1 EA 85 RELOCATE ROADSIDE SIGN 7 EA 86 RESET ROADSIDE SIGN ON NEW POST 3 EA 87 ROADSIDE SIGN 47 EA 88 ROADSIDE SIGN ON EXISTING POLE 1 EA 89 ROADSIDE SIGN ON EXISTING POST 1 EA 90 TRAFFIC STRIPING - 4" (WHITE OR YELLOW) 3,700 LF STRIPE 91 TRAFFIC STRIPING - 12" WHITE STRIPE 560 LF 92 TRAFFIC STRIPING - DETAIL 9 130 LF 93 TRAFFIC STRIPING - DETAIL 21 150 LF 94 TRAFFIC STRIPING - DETAIL 22 2,280 LF 95 TRAFFIC STRIPING - DETAIL 24 750 LF 96 TRAFFIC STRIPING - DETAIL 27C 410 LF 97 TRAFFIC STRIPING - DETAIL 29 1,040 LF 98 TRAFFIC STRIPING - DETAIL 38A 1,380 LF 99 TRAFFIC STRIPING - DETAIL 39 3,180 LF 100 TRAFFIC STRIPING - DETAIL 39A 1,420 LF 101 TRAFFIC STRIPING - DETAIL 40N 1,000 LF 102 PAVEMENT MARKINGS (GREEN THERMOPLASTIC) 6,650 SF 103 PAVEMENT MARKINGS (WHITE THERMOPLASTIC) 6,000 SF 104 PAVEMENT MARKER (CLEAR TYPE G) 12 EA 105 OBJECT MARKER (TYPE K-2, WHITE, SURFACE 1 EA MOUNT) 106 BLUE RETROREFLECTIVE FIRE HYDRANT MARKER 10 EA 107 CHANNELIZER (LANE SEPARATION SYSTEM) 113 LF 108 CURB PAINT 2,760 LF 109 SIGNALS AND LIGHTING: SHATTUCK AVENUE 1 LS 110 SIGNALS AND LIGHTING: WALNUT STREET 1 LS 111 SIGNALS AND LIGHTING: OXFORD STREET 1 LS 112 SIGNALS AND LIGHTING: SPRUCE STREET 1 LS 113 SIGNALS AND LIGHTING: ARCH ST./LE CONTE AVE 1 LS 114 SIGNALS AND LIGHTING: EUCLID AVENUE 1 LS 115 SIGNALS AND LIGHTING: EUCLID AVE. TO LE ROY 1 LS AVE. 116 SIGNALS AND LIGHTING: LA LOMA AND GAYLEY 1 LS ROAD 117 STONE MULCH 800 SF 118 DECOMPOSED GRANITE MULCH 100 SF 119 WOOD MULCH (3 ) 19 CY 120 LINER PLANTS (12 O.C.) 300 EA P-5
SPECIFICATION 16-11031-C 121 1 GALLON PLANTS 426 EA 122 24 BOX TREES 4 EA 123 IRRIGATION SYSTEM 1 LS 124 IRRIGATION LATERAL LINE (TRENCH & BORE) 375 LF 125 MAINTENANCE 1 LS B: LE ROY INTERSECTION IMPROVEMENTS 126 ROADWAY EXCAVATION (F) 37 CY 127 REMOVE CONCRETE 1,080 SF 128 REMOVE CURB 145 LF 129 CURB (TYPE A2) 140 LF 130 SIDEWALK 1,214 SF 131 CURB RAMP 2 EA 132 CURB RAMP (UCB) 1 EA 133 CATCH BASIN WITH CURB INLET 1 EA 134 REPLACE CATCH BASIN TOP WITH SDMH TOP 1 EA SLAB 135 12-INCH HDPE STORM DRAIN 22 LF A (BASE BID) 136 SIGNALS AND LIGHTING: LE ROY AVENUE 1 LS B (LE ROY INTERSECTION IMPROVEMENTS) C: BUS ISLAND IMPROVEMENTS 137 EXCAVATION SAFETY (NP) 1 LS 138 ROADWAY EXCAVATION (F) (NP) 170 CY 139 REMOVE TREE (NP) 1 EA 140 REMOVE CONCRETE (NP) 2,090 SF 141 REMOVE CURB (NP) 330 LF 142 REMOVE CONCRETE PAVEMENT (NP) 1,960 SF 143 REMOVE STORM DRAIN CATCH BASIN (NP) 2 EA 144 REMOVE STORM DRAIN PIPE (NP) 18 LF 145 CURB (TYPE A1) (NP) 438 LF 146 SIDEWALK 6,364 SF 147 VALLEY GUTTER 1010 SF 148 CURB RAMP (NP) 4 EA 149 DETECTABLE WARNING SURFACE (UCB) (CAST 4 EA IN PLACE) (NP) 150 STANDARD CULVERT OUTLET (NP) 1 EA 151 SD JUNCTION BOX (NP) 1 EA 152 STORM DRAIN MANHOLE (NP) 2 EA 153 CATCH BASIN WITH CURB INLET (NP) 2 EA 154 8-INCH HDPE STORM DRAIN (NP) 56 LF 155 12-INCH HDPE STORM DRAIN (NP) 68 LF 156 GRATED LINE DRAIN (NP) 96 LF P-6
SPECIFICATION 16-11031-C 157 GRATED LINE DRAIN CONNECTION TO MANHOLE (NP) 1 LS 158 2" CONDUIT (NP) 40 LF 159 PULL BOX (NP) 1 EA 160 PEDESTRIAN RAILING (NP) 193 LF C (BUS ISLAND IMPROVEMENTS) GRAND ( A + B + C) (F) Final Pay (NP) Non Participating for Federal Funding Purposes GRAND = A + B + C (IN WORDS): Dollars and Cents/($ ). BASIS OF AWARD OF CONTRACT: Determination of the lowest responsible bidder will be based on the GRAND for A (BASE BID) + B (LE ROY INTERSECTION IMPROVEMENTS) + C (BUS ISLAND IMPROVEMENTS). The City reserves the right to award all, none, or any combination of the various bid items. P-7