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� Contract Unit Current Quatrtity Amount
<br /> No. Item Unit QuaMity Price Quantity to Date to Date
<br /> PART 1- PRO]ECT MANAGEMENT:
<br /> 1 MOBILIZATION LS 1 22000.00 1
<br /> $22,000.00
<br /> 2 7RAFFIC CONTROL LS 1 4000.00 1_
<br /> $4,000.00
<br /> TOTAL PART 1- PRO]ECT MANAGEMEMT: $26,000.00
<br /> PART 2- TYPE III & IV IMPROVEMENTS:
<br /> 3 TEMPORARY ROCK CONSTRUCTION ENTRANCE TN 50 15.00 $0.00
<br /> 4 SILT FENCE, MACHINE SLiCED LF 1700 0.40 1571 $628,40
<br /> 5 REMOVE BITUMINOUS PAVEMENT SY 29300 2.00 26503 $53,006.00
<br /> 6 REMOVE CONCRETE CURB AND GUTTER LF 2250 4.00 3000 $12,000.00
<br /> 7 REMOVE BITUMINOIfS DRNEWAY SY 375 4.00 885 $3,540.00
<br /> 8 REMOVE CONCRETE DRNEWAY PAVEMENT SY 50 5.00 79 $395.00
<br /> 9 REMOVE STORM SEWER PIPE LF 100 8.00 18 $144.00
<br /> 10 REMOVE TREE EA 10 95.00 8 $760.00
<br /> 11 REMOVE STORM SEWER CATCH BASIN MANHOLE EA 4 300.00 5 $1,500.00
<br /> 12 BOLT REPLACEMENT - HYDRANT AND GATE VALVE EA 15 1100.00 16 $17,600.00
<br /> 13 BOLT REPIACEMENT - GATE VALVE EA 24 400.00 23 $9,200.00
<br /> 14 SAWAGE AND REINSTALL IRRIGATION LINES LF 250 3.00 $0.00
<br /> 15 SALVAGE AND REINSTALL IRRIGATION HEADS EA 1Q 8U.00 $0.00
<br /> 16 ADJUST EXISTING CURB BOX EA 10 110.00 1 $110.00
<br /> 17 ADJUST EXISTING VALVE BOX EA 23 3�.00 20 $6,000.00
<br /> 18 ADJUST EXIS?ING SANITARY SEWER MANHOLE FRAME
<br /> AND RING CASTING EA 39 500.00 37 $18,500.00
<br /> 19 ADJUST EXISTING STORM SEWER G4TCHBASIN FRAME
<br /> AND RING CASTING EA 7 300.00 6 $1,800.00
<br /> 20 AD]UST EXISTING STORM SEWER CATCHBASIN
<br /> MANHOLE FRAME AND RING CASTING EA 16 600.00 12 $7,200.00
<br /> 21 RECONSTRUCT SANITARY MANHOLE LF 11 300.00 183 $5,490.00
<br /> 22 RECONSTRUGT IXISTING VALVE BOX EA 7 300.00 20.25 $6,075.00 I
<br /> 23 GROUT �QSTING STRUCTURE, INCL. DOGHOUSES, ,
<br /> INVERTS, BENCHES EA 25 250.00 25 $6,250.00 I
<br /> 24 SAWING BITUMINOUS PAVEMENT LF 775 3.00 1976 $5,928.00 I
<br /> 25 SAWING CONCRETE PAVEMENT LF 50 4.00 110 $440.00
<br /> 26 MILL BITUMINOUS CONSTRUCTION )OIIVT LF 300 3.00
<br /> 27 REMOVE IXISTING 18" TRASH GUARD EA 1 60.00 1 $0•00 I
<br /> $60.00
<br /> 28 CLEAN IXISTING STORM PIPE LF 300 5.00 664 670 $3,350.00 I
<br /> 29 CONNECT TO EXISTING STORM SEWER STRUCTURE EA 1 600.00 $0.00
<br /> 30 CONNECT TO EXISTING RCP STORM SEWER EA 5 600.00 5 $3,000.00
<br /> 31 INSTALL 18" TRASH GUARD ON DQSTING FLARED END
<br /> SECTION EA 1 350.00 1 $350.00
<br /> 32 15" RCP FLARED END SECIION, INCL. TRASH GUARD EA 2 800.00 2 $1,600.OQ
<br /> 33 12" RCP STORM SEWER, CLASS 5 LF 135 30.00 128 $3,840.00
<br /> 34 15" RCP STORM SEWER, CLASS 5 LF 365 � 33.00 406 $13,398.00
<br /> 35 18" RCP STORM SEWER, CLASS 5 LF 48 36.00 $0.00
<br /> 36 CIASS III RANDOM RIPRAP C`f 70 70.00 33 $2,310.00
<br /> 37 2' X 3' CB, INCI. R-3067-V CSTG AND CONC ADJ RINGS EA 3 160Q.00 3 $4,800.00
<br /> 38 4' DIA STORM SEWER CBMH, INCL. R-3067-V CSTG AND
<br /> CONC ADJ RINGS EA 7 1800.� 7 $12,600.00
<br /> 39
<br /> CONSTRUCT 4' DIA CBMH OVER EXISTING STORM SEWER
<br /> PIPE, INCL. R-3067-V CSTG AND CONC ADJ RINGS EA 1 2500.00 1 $2,500.00
<br /> 40 CONNECT DRAINTILE TO IXISTING STORM STRUCTURE EA 42 180.00 36 $6,480.00
<br /> 41 4" PERFORATED POLYETHYLENE DRAINTILE PIPE WITH
<br /> SOCK WRAP LF 3500 3.00 3937 $11,811.00
<br /> 42 4" PERFORATED POLYETHYLENE DRAINTILE PIPE WITH
<br /> COARSE FILTER AGGREGATE, GEOTEXTILE WRAP, AND
<br /> SOCK WRAP LF 12400 8.00 11554 $92,432.00
<br /> 43 IMPROVED PIPE FOUNDATION, PER 6" INCREMENT -
<br /> STORM SEWER LF 300 5.00 $0.00
<br /> 44 COMMON IXCAVATION (EV) CY 5000 7.00 5537 $38,759.00
<br /> 45 COMMON DCCAVATION (EV) - STORM SEWER CROSSINGS CY 4500 0.01 1740 $17.40
<br /> 46 SUBGRADE IXCAVAIION (EV) CY 2000 7.00 259 $1,813.00
<br /> 47 TOLERANCE CLASS 5- TYPE N IMPROVEMENTS ONLY LF 6500 2.50 5985 $14,962.50
<br /> 48 SUBGRADE PREPARATION - STREET SY 10900 0.01 4996 $49.96
<br /> 49 GEOTEXTILE FABRIC, TYPE V SY 10900 1.40 9697 $13,575.80
<br /> 50 SELECT GRANULAR BORROW (CV) CY 7000 12.00 4488 $53,856.00
<br /> 51 AGGREGATE BASE, CLASS 5 TN 5150 8.00 8636 $69,088.00
<br /> 61809170REQ10Final.xlsm � A �
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