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<br /> Con1rac:t Unit (urre-nt Quantity Amount <br />No. Item Unit Quantity Price Quantity to Date to Date <br />98 CURB REINfORCEMENT RAR\, NO 4 If 10,J 093 \000 <br />99 INSTALL STEEL PLATE COVERS. BOX CULVERTS ON PELTIER LAKE <br /> DRIVE EA I 2000 00 2 2 \4,00000 <br />100 CONCRETE flUM, SE 10J 540 SO 00 <br />101 6' CONCRETE DRIVEWAY PAVEMENT SY 800 4400 10 00 <br />102 6' CONCRUE PEDE5TRIAN RAMP SV 50 4300 SO 00 <br />103 4' CONCRETE SIDEWALK SV 1050 2500 1000 <br />104 TRUNCATED DOME PANEL SE 60 3200 SO 00 <br />105 MILl81lUMINOUS CONSTRUCTION JOINT LF 200 450 1000 <br />106 TOPSOil BORROW (l V) CY 2150 2.00 SO 00 <br />107 SODDING, LAWN TYPE SY 13450 265 1000 <br />lOB TURE REINFORCEMENT MAT SY 50 910 SOOO <br />i09 SEGMENTAL RETAINING WALL Sf 1750 1600 SOOO <br />110 CONSTRUCT RAIN GARDEN SF 12100 315 1000 <br />111 SEEDING, II;(L MNDOT SEED MIX 270 AND ER0510N CONTROl <br /> BLANKET, CAlERGORY 3, 610DEGRADABLE NEI1ING SY 1350 125 10 00 <br />112 GRADING AND SHAPING BEHIND THE CUR6l1NE . TYPE I AND II <br /> IMPROVEMENT AREAS ONL Y lS I 100 1000 <br />113 CATCH BASIN PROTECTiON EA 23 5000 8 23 11,15000 <br />lT4 STREET SWEEPER (PICKUP BROOM W/OPERATOR) HR 15 6000 725 95 S76000 <br /> TOTAL PART lB. TYPE I, II, AND III IMPROVEMENTS . PELTIER lAKE DR & CENTERVILLE RD AREAS: S300,55750 <br /> PART 3 - CLEARWATER DRIVE - DIRECTIONAL ORlll WATER MAIN AND SERVICES: <br />115 SALVAGE AND REINSTALL MAILBOX EA 2 7500 SO DO <br />116 REMOVE BITUMINOUS PAVEMENT SY 600 300 300 300 190000 <br />117 REMOVE CONCRETE CURB ANO GUTTER IF 100 600 SO 00 <br />118 SALVAGE AND REINSTALL IRRIGATION LINES IF 100 300 1000 <br />119 SALVAGE AND REINSTALL IRRIGATION HEADS EA 5 9000 1000 <br />120 ADJUST EXISTING SANITARY SEWER MANHOLE FRAME AND <br /> RING CASTING EA 600 00 SO 00 <br />111 GROUT EXISTING STRUCTURE. INCl DOGHOUSES, INVERTS, <br /> BENCHES EA 1 9000 \000 <br />122 \AWING BITUMINOUS PAVEMENT If 300 300 SOOO <br />123 6" WATER MAIN DIRECTIONAL DRILLED Lf l75 3000 37\ 111.2\000 <br />124 6" GATE VALVE AND BOX EA 1 1100 00 1 11,10000 <br />12\ HYDRANT WITH VALVE EA 1 410000 I 14,10000 <br />126 DUCTILE IRON FITTiNGS LB 3\0 300 1000 <br />127 CONNECT WATER SERVICE TO EXISTING PLUMBING INSIDE <br /> HOME EA 3 \0000 3 3 S 1,50000 <br />128 1" CORPORATION STOP WITH 8" SADDLE EA 5 30000 5 5 11, \00 00 <br />129 1" rllRB STOP AND BOX EA \ 30000 5 5 \1,50000 <br />130 1" WATER \ERVICE DlREC TlUNAL DRILLED, MAIN TO CURB <br /> STOP IF 350 1200 300 300 16,600 00 <br />131 1" WATER SERVICE DIRECTIONAL DRILLED. CURB STOP TO <br /> HOME IF 150 1800 300 300 18.400 00 <br />131 IMPROVED PIPE fOUNDATION, PER 6" INCREMENT. WATER <br /> MAIN LF 50 \00 1000 <br />133 AGGREGATE BASE, CLASI 5 TN 150 1200 30 \360 00 <br />134 TYPE LV4 WEARING (OURSE MIXTURE (B). DRIVEWAYS TN 25 110 DO \000 <br />135 BITUMINOUS PATCHING. STREET" TYPE LV 3 NON WEARING <br /> COURSE MIX;URE (B) TN 100 7600 SO 00 <br />136 BITUMINOUS PATCI'ING . STREET, TYPE LV 3 WEARINC, COURSE <br /> MIXTURE (B) TN 60 77 00 SO 00 <br />137 BliuMINOUs MATERIAL FOR TACK COAT. 2009 GAL 45 640 SO 00 <br />138 SURMOUNTABLE CONCRETE CURB AND GUPER . HAND WORK IE 100 1600 1000 <br />B9 TOPSOIL BORROW (IV) CY \0 400 SO 00 <br />140 SODDING, LAWN TYPE IV 100 26\ SO 00 <br />141 STREfT SWEEPER (PICKUP B~OOM W/OPERATORI HR J 8000 1000 <br /> TOTA: PART 3 - ClEARWATER DRIVE. DIRECTIONAL DRILL WAlER MAIN AI~O IERVICEs 137,21000 <br />6~5:)9:!l9REQ" "Is <br />