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E x r� � ewt- A � • . <br /> PAGE NO.. 1 102/29/84 JnB tin. 205 <br /> COST ESTIMATE FPR C.S.A,H. Nn. 93 pRnJ. Nn. ?poli <br /> ITEM ITEM APPROXTMATF UNIT <br /> NUMAER DESCRIPT16N QUANTTTY UNIT PRICE AMOUNT <br /> 20121'.50t MOBILIZATION .22 LU""P SUM 800010,00 17620.00' <br /> 2101.502 CLEARING t58.0M TRFE 83.00 13114,04 <br /> 2101 .507 GRUBBING 145.010 TREE 50.(00 725P.0�' <br /> 2t04r5at REMOVE CURB AND GUTTER 11RV.►,0m ON FT 1 .50 1770,00 ; <br /> 2100.501 REMOVE CuRR 370,00 LIN FT 1 .Sa 555.00' <br /> 2104x501 REMOVE PIPE C11L.VERT 50.0A LIN FT 4,501 225,90 <br /> 2104rSolPENOVE PIPE CULVERT 333,001 LIN FT 6,OP 1998.00 <br /> 2104.503 REMOVE SIDEWALK 140.AP SG FT .60 84.01n <br /> 2104r54S RFMOVE CONCRETE PAVEMENT A49o(Ao SW YD 2.85 2419,65 <br /> 2104.509 REM. CATCH BASINS nR S1:iRFACE DvAIN S.UM EACH 150.0 ! 758.V1A <br /> 2104x521 SALVAGF CHAIN LINK FENCE 2JS,00 LIN FT loop 215,00 <br /> 2104x521 SALVAGF WOOD RAIL FENCE 60.09 LIN FT 1 ,10 60.Am <br /> 2104.5?l SALVAGF w00D PRIVACY FENCE 160,001 LIN FT i.Q9 16001?? <br /> 2104..523 SALVAGE HYDRANT 1 .09 EACH 400.A0 49V,00 <br /> 2105SolCOMMON EXCAVATION (P) 26731 .He� CU YD 1.85 4905209 <br /> 2105x523 COMMON BMRROW (Lv) 437?,UM CU YD 3.25 t42?+9.A" <br /> 2105x525 TOPSOIL BORROW (LV) 6?5,MM CU Yn 5.25 3281 .25 <br /> 2t3P.501 WATER 42,00 !0001? GAL 12.00 SA4.00 <br /> 2211x5911 AGGREGATE BASE CLASS 3 5(495.00 TON 4.Sm 22927,50 <br /> 2211,501 AGGREGATE RASE CLASS 4 3921 ,00 TON I1151" 17194.50 <br /> 2211.x5A1 AGGREGATE RASE CLASS 6 4541 ;00 TON 6.25 28381 .25 <br /> 230fxSol 7 1/2" NON•RFTNFORCED CONC. PAV'T 553.00 SO YD 6.AA 3318,01 ' <br /> 2301 .St1 STRUCTURAL CONCRETE 115.00 CU YO 40.NP 46A0.0A <br /> 231011529 REINFORCEMENT AAPS 244,@M POUNn .?fA 170.80 <br /> 0301x604 SAWCUT CONCRETE PAVF,MENT 6011 .00 LIN FT 1.60 96t.6n <br /> 2331..504 SIT MATERIAL. FOR MTXTURE 175.00+ TON 170.00+ 24750.00 <br /> 23310SW8 WEARING COURSE. MIXT. FOR ENTRANCES 88.00 TON 20.49 1760000 <br /> 2331x510 BINDER CnuRSE MIXT11RF 945.00 TON 9.94 9402.75 <br /> 2331x514 BASE COURSF MIXTURF 2727,001 TON 9.80 26724.60 <br /> 033.1x601 IIT. MAT'L FOR TFMP SURFACING 1942.OM SO YO 2.90 5631.80 <br /> 0331 .6913 SAWC11T BITUMINOUS PAVEMENT SURFACE 837,00 LIN FT 1 .501 1255.50 <br /> 2357x502 BIT MATERIAL FOR TACK COAT 1624.OM GAL 1.25 2030,00 <br /> 2361x504 ASPHALT CEMENT 46.00 TON 17H,NP 782000M <br /> 2361 .509 WEARING COURSE MIXTURE 654.00 TON 19.0 ' 12426.0 ' <br /> 0427_x607 TI"!hCR MALL 938.090 SO FT 6.30 5909.40 <br /> 2503x541 15 RC PIPE SEWER CL TV DES 3906 1562,00 LIN FT 24.50+ 38269.Na <br /> 2503.541 18 RC PIPE SEWER DESIGN W6 1256.00 LIN FT 27.OP 33912.00 <br /> 2503.541 21 RC PIPE SEWER OFSI'GN 3n 0b 127.0+0 LIN FT 30.001 3810,00 <br /> OSO4. 602 INSTALL HYDRANT 1 .00 EACH 455.0fA 455.00' <br /> 05N4�6P7 6" VALVE BOX A'RD ASSFMNLY 1 ,00 ASSEMPLY 4501.0F 45P.a�" <br /> 2506.5013 CONST MANHOLES DESIGN A OR F 10.30 EACH ta00.WP 1PPQ10.W� ' <br />