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<br /> EXHI BIT A
<br /> PAGE NO.: 1 X2/29/84 ,ins NO. 205
<br /> COST ESTIMATE FbP C.S.A.M. No. 93 PRnj. Nn. 7205
<br /> ITEM ITEM APPROXIMATE UNIT
<br /> NIIMAER DESCRIPTION QUANTITY UNIT PRICE AMOUNT
<br /> 2021,5at MO9TLI7AT'ION .22 LUMP SUM 6"OAP,aO 1762000m
<br /> 2101_.502 CLEARING 158.0" TREE 03,00 13114.00
<br /> 2101.507 GRUdRING 145.00 TREE 50.00 725P.00
<br /> 21" Sit REMOVE CURB AND GUTTER 11A0,00 LIN FT 1.S" 1770.00
<br /> 2104.501 REMOVE CURB 370.00 LIN FT 1850 SSS.Of,
<br /> 2104,581 REMOVE PIPE CULVERT S0.00 LIN FT 4,5" 225,014
<br /> 21 SRI PEMOVE PIPE CULVERT 333.00 LIN FT 6.PIP 1998.0"
<br /> 2104,5P3 REMOVE SIDEW4LK 140.00 SO FT 060 94.0^
<br /> 21N4PS45 PF"OVE CONCRETE PAVEMENT 840.00 90 YO 2.65 2419.bit
<br /> 2104.SN9 REM. CATCM 'RASINS no SURFACE DPAIN 5.WM EACH 1130.00 75P.00
<br /> 2104,521 SALVAGE. CHAIN LINK FENCE. 215.00 LI% FT 1.00 21S.00
<br /> 2104P521 SALVAGE WOOD RAIL FENCE 60.69 LIN FT 1.00 40.00
<br /> 2104.521 SALVAGE WOOD PRIVACY FENCE 160,071 LIN FT 1.004 16v.8A
<br /> 2104.523 SALVAGE HYDRANT 1.00 EACH 40P.00 4191P.go
<br /> 210SPSAI COMMON EXCAVATION (P) 26731."? cu YO . 1.65 49452,3%
<br /> 21OSP523 COMMON BnRRDw (LV) 4372,0" CU YD 3029 14209,0"
<br /> 210S,525.TOPSM L RORROM (LV) 6?S.R" Cu YO 5925 3281.29
<br /> 213P,SM1 WATER 42,Pa IFRAM GAL 12,0(4 SP4,0°
<br /> 2211,501 AGGREGATE BASE CLASS 3 SY95,00 TON 4.Sm 22927,5"
<br /> 2211,501 AGGREGATE RASE CLASS 4 3621.00 TON 4,50 17194.50
<br /> 2211,'501 AGGREGATE RASE CLASS 6 4S4t,00 TON 6.2% 28381,2%
<br /> 2301,501 7 1/20- NON.RF.INFORCED COVC. PAV*T 553.00 SO YD. 6,Pa 3318,R-
<br /> 2301,S11 STRUCTURAL CONCRETE 115.00 Cu Yn 40,P0 . 4600.0"
<br /> 2301}529 REINFORCEMENT PARS 244;00 POUNn 070 170,8fq
<br /> 0301,604 SAWCUT CONCRETE PAVF.ME►IT 6P1.OM LIN FT 1.60 961.6
<br /> 2331,504 BIT MATERIAL FOR MIXTURE 175,00 TON 170000 20750,00
<br /> 23310508 WEARING COURSE MIXT. FOR ENTRANCES 88.0" TON 22.00 1760,00
<br /> 2331,510 RIDER COURSE MIXTURE 945.00 TON 9,95 0402.71;
<br /> 2331,514 RASE COUPSF M1XTLIPF. 2727.00 TON 9,601 26724.60
<br /> P33t,601 nIT. MAT'L FOR TFMP SURFACING 1042.0(4 So Yo 2.971 5631.8P •
<br /> 0331.603 SAwCUT BITUMINOUS PAVEMENT SURFACE 637.00 LIN FT 1450 1255.50
<br /> 2357,502 RIT "ATEPIAL FOR TACK COAT 1624.P0 GAL 1.25 2030.00
<br /> 2361,SP4 ASPHALT CEMENT 46,90 TON 170,61P 7820,0°
<br /> 2361,508 WEARING COURSE MIXTURE 654."71 TON 19.0P 12426.Rs
<br /> 0422,602 MINER MALI 938.RP SO FT 6039 5909.40
<br /> 25030541 1S RC PIPE SEVER Cl_ IV DES 3006 1S62.BP LIN FT 24950 36269.0P
<br /> 2503,541 16 RC PIPE SEWER DESIGN 30m6 1256.80 LIN FT 27.00 33912.00
<br /> 258;.541 21 PC PIPE SEWER DESIGN 3MS6 127.00 LIN FT 30.00 We."
<br /> 0504,602 INSTALL HYDRANT 1.P- EACH 45S.00>t 455.00 _
<br /> 0504,0697 A• VALVE BOX AND ASSFMMLV 1.0" ASSEMPLY 450.0P 4130.0P
<br /> 2506.508 CONS? MANHOLES DESIGN A OR F 10.0" EACH 1000.00 19P0P.,71-
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