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<br /> Contract Unit Current Quantity Amount <br />No. Item Unit Quantity Price Quantity to Date to Date <br />98 CURB REINFORCEMENT BARS, NO.4 LF 100 093 \0.00 <br />99 INSTALL STEEL PLATE COVERS. BOX CULVERTS ON PEL TIER LAKE <br /> DRIVE EA 2 200000 2 \4,00000 <br />100 CONCRETE FLUME SF 100 S 40 \000 <br />101 6" CONCRETE DRIVEWAY PAVEMENT SY 800 4400 \0.00 <br />102 6" CONCRETE PEDESTRIAN RAMP SY SO 4300 \0.00 <br />103 4" CONCRETE SIDEWALK SY 1010 21.00 $0.00 <br />104 TRUNCATED DOME PANEL SF 60 32.00 $0.00 <br />101 MILL BITUMINOUI CONSTRUCTION JOINT LF 200 410 $000 <br />106 TOPSOIL BORROW (LV) CY 2110 200 $0.00 <br />107 SODDING, lAWN TYPE SY 13410 261 $000 <br />108 TURF REINFORCEMENT MAT SY 10 910 $0.00 <br />109 SEGMENTAL RETAINING WALL SF 1710 1600 $0.00 <br />110 CONITRUCT RAIN GARDEN SF 12100 3 II $0.00 <br />111 SEEDING, INCt MNDOT SEED MIX 270 AND EROSION CONTROl <br /> BLANKET, CATER GORY 3, BIOOEGRADABlE NETTING SY 1350 125 $0.00 <br />112 GRADING AND SHAPING BEHIND THE CURBlINE. TYPE I AND II <br /> IMPROVEMENT AREAl ONLY LS 1 100 $0.00 <br />113 CATCH BAliN PROTECTION EA 23 5000 23 $1,15000 <br />114 STREET SWEEPER (PICKUP BROOM W/OPERATOR) HR 25 8000 4.25 1375 $1,10000 <br /> TOTAL PART 2B. TYPE I, II, AND III IMPROVEMENTS . PELTIER lAKE DR & CENTERVllLE RDAREAS: $348,80000 <br /> PART 3. ClEARWATER DRIVE" DIRECTIONAL DRill WATER MAIN AND SERVICES: <br />115 SALVAGE AND REINSTAll MAILBOX EA 2 75.00 $0.00 <br />116 REMOVE BITUMINOUS PAVEMENT SY 600 300 300 $900.00 <br />117 REMOVE CONCRETE CURB AND GUTTER LF 100 600 $0.00 <br />118 SALVAGE AND REINSTALL IRRIGATION LINES IF 100 3.00 $000 <br />119 SALVAGE AND REINSTALL IRRIGATION HEADS EA 5 90.00 $000 <br />120 ADJUST EXISTING SANITARY SEWER MANHOLE FRAME AND <br /> RING CASTING EA 600.00 $0.00 <br />121 GROUT EXISTING STRUCTURE, INCl DOGHOUSES, INVERTS, <br /> BENCHES EA 1 90.00 $0.00 <br />122 SAWING BITUMINOUS PAVEMENT LF 300 3.00 $0.00 <br />123 6" WATER MAIN DIRECTIONAL DRILLED LF 375 30.00 375 $11,25000 <br />124 6" GATE VALVE AND BOX EA 1 1100.00 1 $1,100.00 <br />125 HYDRANT WITH VALVE EA \ 410000 1 $4,10000 <br />126 DUCTILE IRON FITTINGS lB 350 3.00 300 300 $900.00 <br />127 CONNECT WATER SERVICE TO EXISTING PLUMBING INSIDE <br /> HOME EA 3 SOO.OO 3 $1,50000 <br />128 1" CORPORATION STOP WITH 8" SADDLE EA S 300 00 5 $1,50000 <br />129 1" CURB STOP AND BOX EA S 300 00 5 $1,50000 <br />130 1" WATER SERVICE DIRECTIONAL DRILLED. MAIN TO CURB <br /> STOP LF 350 2200 300 $6,60000 <br />131 1" WATER SERVICE DIRECTIONAL DRilLED. ClIRB STOP TO <br /> HOME LF 2S0 2800 300 $8,40000 <br />132 IMPROVED PIPE FOUNDATION, PER 6" INCREMENT WATER <br /> MAIN LF 50 500 $000 <br />133 AGGREGATE 8ASE, CLASS 5 TN 250 12.00 30 $360.00 <br />134 TYPE LV4 WEARING COURSE MIXTURE (B). DRIVEWAYI TN 2S 11000 $0.00 <br />13S BITUMINOUS PATCHING. STREET, TYPE LV 3 NON WEARING <br /> COURSE MIXTURE (B) TN 100 76.00 $0.00 <br />136 BITUMINOUS PATCHING. STREET, TYPE LV 3 WEARING COURSE <br /> MIXTURE (B) TN 60 7700 $0.00 <br />137 BITUMINOUS MATERIAL FOR TACK COAT. 2009 GAL 4S 640 $000 <br />138 SURMOUNTABLE CONCRETE CURB AND GUTTER. HAND WORK IF 100 16.00 $000 <br />139 TOPSOil BORROW (LV) CY 50 4.00 $000 <br />140 SODDING. lAWN TYPE SY 200 261 $0.00 <br />141 ITREET SWEEPER (PICKUP BROOM WIOPERATOR) HR 3 8000 $0.00 <br /> TOTAL PART 3. CLEARWATER DRIVE. DIRECTIONAL ORILL WATER MAIN AND SERVICES: $38,11000 <br />61609169REQ5x1s ~() <br />