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<br />:7 T LA RG T*E
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<br />R Af �%QARY 900%� 7
<br />BID PENN
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<br />C5 AD N fV I /4�
<br />A� th' J46 UNIT
<br />UNa
<br />U WT
<br />N1
<br />4 1 UNIT -0T-AL
<br />T
<br />.7
<br />TOTAL
<br />U T
<br />�W 'UNIT TOTAL PR
<br />UN4 PRtU- ICE
<br />PPR 0 X. oUNIT TO-T TOTAL T-�OTAL
<br />PRICE
<br />IT TOTA�
<br />DESCRIPTION PRICE
<br />'.QUANTITY PRICE - -1 --- - -.. I - -,:ff .- I I" 117�ri-4:.�*- NO.
<br />q%W moo, It *W. r
<br />0. C-
<br />V-4 *-oo 400.00 6.32
<br />z. 6. t5 054 95
<br />�o
<br />ent
<br />Rovem. with Cu r bts. 6.50 '62 400.
<br />'84
<br />00. G.
<br />E.. 75 .64 1 - 1,.
<br />Concrete Pavement with Cur �s sq. y
<br />425,0
<br />Reinforcea 4
<br />%800.00
<br />2. 7 0 6.25 4.00 1 It .0,0. 00 5,
<br />14,.250-00- 2
<br />2 850
<br />I t PGV
<br />ing with 6 ase 3.50 5-)joo.co�
<br />5 280.00 4.25
<br />00 fP3 200-00
<br />3.00 5.50 4 4 40
<br />200. M
<br />0.00
<br />F 11200 00.00 8.50
<br />4. Coocrete Curbs and Gutter josSO0.00 7 8,400.00, t12l,000.00,
<br />.00
<br />1 20 9.00 1041$00.00 ;.P
<br />-0 000.00 700
<br />.5 -,, -
<br />5. Rem�ve a Reploce Concrete Driveways a Sidewalks 0()O.00 5.00 2t500.00 8 4W 3 50 0. too
<br />4.80
<br />2.400-00.
<br />60ozo 500
<br />6. Re ve Ex Repic Dr:veways a Sidewafks sq. yds. 5.00 i-5.00
<br />mo, ce Asphalt 00 4.70 10 5. 1 00- 0001.00
<br />3.00, 6t,600.00
<br />a 00.00
<br />id
<br />ivjewcys ci S, ewclk -yds. 21
<br />7 Rem ov a Replace Shell Dr' 4.55- 1.,3 7 5, 00
<br />12 00.00 4.00
<br />500 3.60
<br />211 34
<br />!sq. yds.
<br />P%Wh cit Trcrisition with Base '342t850-00 35016830.00 .8..591.50,
<br />00 324,415
<br />BID
<br />t
<br />DiViSION cp.,3 2
<br />35.00
<br />6.55 "9..
<br />181,100
<br />with Curbs
<br />6.50 198%250-00 6�84 208,620.00
<br />Concre.te. Pavement to 112.5 82
<br />6.75 2 05.1875.00 7 -78
<br />0 6.60- 201. aoo.00
<br />30,500 �6-25 [so. 62!5. 0 - 5.00, i -S�250,.00L 4.25
<br />2� Reinforced -concrete Pavement with Curbs sq. yds. 62.50'.
<br />s400.00
<br />1,850 3.so 4.05 4.00
<br />Raving
<br />-:4.25
<br />440.00
<br />2,7 1with Base 0
<br />-o 3.50
<br />0 320 -8.50.
<br />'Gutter 77-5 3.00 213�2;5- - - - . ?)820.00
<br />9200.00
<br />urb and 6,440.00 0.00
<br />8,,t2pq.00 7.00
<br />8.00
<br />S20 1:9.00 1 8Z80.0o, -S.00
<br />5. M Replace concrete Driveways aSidewlks sq. yds. .27400.00 11,00.00
<br />1500-00
<br />8-.00 2400-00 5.00
<br />ce Asphalt Dfriveway�s Sidewalks Yost. 5.
<br />Rep�a 4 5.00 7tOOO.00 0 f '71,000-00 3.00 .
<br />sq. yds. .4.670 400
<br />5.00
<br />5.40040
<br />Z &Rp�oce Shell Driveways Ex Sidewalks
<br />4.00 ex,000-00 5.00 79�00.00 .4.55
<br />a.60 7,500-00'
<br />1 500
<br />9 230,00
<br />I' As_phalt Trarisition and ease 34
<br />34%062.50
<br />BASE 610 -AOE
<br />STORM DRAIN SYSTEM 7.50 ��;aIV375.0.0 4,,5.50 1516751.00 DIVISION,=
<br />6
<br />.00
<br />6.70 19095.00 6.00
<br />16 367. *375,00 9.00
<br />j"Con;rete pipe (C-76-TIJ-8) 0-6 det.hi
<br />00 -.8
<br />400. 400.00
<br />'S.00 4-5� .9-20
<br />8.,OQ�
<br />V50concrete kC-76- ill 6) L.F. 50 0 8.50 28 900-00 6.50
<br />pipe 25,800.0 200-00- 7.00
<br />22�%50.00, 7.50 25,:500-00 8,00 27
<br />L.F.
<br />0 -0 i:.*a50-
<br />6.75
<br />58400 2.975,00,
<br />?ISI�5.qp "9.00 .'%3 .0
<br />pipe (C-76 5�1 �Q.00 8.50 . ,. ),I.� 1 -16, 1. 9.00 4 k,
<br />'550 0.50
<br />L. F. 9.00 5;I�Q.00 7E* 5.00 10.50
<br />-M-8) 6 '9.50
<br />4- 4. teconcrete� pipe (C- 76 -8.50 .00 .450-00
<br />0 1-0.00 �500-00
<br />LiCP00.00 a5O 50 7.50
<br />I O'depth L F. '11.00 %500.0o -GI00o
<br />10 W
<br />$,,000.00
<br />5. leconcrete pipe kC a 4too-00. S.00
<br />&.00 6 7 00
<br />-10.00 5, 1,72�5-()P 10-50
<br />ep-1h L IF �000 I6X;Z?§.00 , - 1 2 5:
<br />610% 1,--�S5�0.00 10.00, so
<br />-,tte pipe IC - 76 -111 2�
<br />.00 57-5.00-'.
<br />IW�50 9.75
<br />>o
<br />-5
<br />I If,
<br />t -950.00
<br />50 12.00 - 4v
<br />4..725.00
<br />6' depth L-F 00.00 It LO 1.00 sas. 00
<br />.00 550.
<br />50 82 00 1
<br />8' epth L F. 10.50., 11.00 S. 10.00 41�,500.00
<br />pipe (C 600-00
<br />>
<br />:2. 50
<br />11.00 Es) 0' S r� L- I -W, ]"10650
<br />L 450 -9.00 4, 0 50.0a, � 4 . 1 1. i ,#- T� - , " . > 3.850= I.- '- I— -- " ' 650=
<br />-3'00
<br />3SO 4'c=crete pipe (C N 2*,975.00 11-00 ipL.F 2.50 625�00 I
<br />610.0e I
<br />12.00 600.00- 1! 41.50 5 75.00 112.2G
<br />"depth $215.00
<br />0
<br />0
<br />0 50
<br />0�,00` to.50
<br />F. 50 14.00
<br />I Z600.00 I Z' a 75,00 9
<br />1,12-00 .1 -
<br />coacrete pipe (C-716-Mr- B)S-10 cepTh, It,
<br />'00
<br />50.
<br />050 12-00 119025.00 12.00 *60o-oo 7
<br />.00 '15.10 .00 13-50
<br />-76 -11Ur -B)%-D'-rs6 depth A '655. - L 675.00,15,00
<br />C�50.00 '14.00 700
<br />?�50.�00 12.00 6q,0.00 is.00
<br />L-.F 50 15.00
<br />80800.-00:.14.00 .00,00 1!5..Oo 6 );B'- 10',jepth 600.00 16.00 7j 0._Q 0 17.19
<br />p(C -16 11"
<br />`��75.00 te
<br />8s860.00 12.50
<br />C -',76 TT1 L. F 550 16.00
<br />'17.00 850.00 18-00
<br />'.00 0.00 7!55
<br />675.00 17 9QO 00
<br />50 18-.00 15L50
<br />_pipe L. F 85 '06 800-00 18.85 942,.50
<br />(C--?6 -In - a 8 t 0, de pvtl j1Pq0t,00 -'22.00
<br />36 concrete pipe
<br />0 925.00 .20-00
<br />50 17.00
<br />16. 42"concrete pipe (C-76-1M - 6) F. A f> 0 8,775-00 21 50.00 '24-00 8,100-00 2 1. �0.0
<br />19.00 8,W%15150.00 16.80, 7v560.00 19-*0
<br />25. 00
<br />11,2 75.0.0 20.00
<br />1-7 2"con c r ite pipe L. F. 1,000.00 4 .00 18.90 945.00 i" 20-50 1,025-00 22-010.-.. 1,10C..00 .--,25.50
<br />depth 50 21.00 1 X10
<br />0
<br />pp..qp.., 2 5. 7 8
<br />18. 4IT12'concrete pi pe (C - 76 -111 6) 8� 10 21. q0 10500.00 22;PO, -its
<br />11,0250.00. '2.3.00 .1*500.00,
<br />19.10 9;5,50.00, '22.50
<br />L.F -
<br />500 0>3.00 L 00.00 .28-00 16 .23.00 00., 24-00 2
<br />is. 4econcrete ;>ipe (C- ate Ptn
<br />17!
<br />50 25.00 1 21.00 11P50.00 2a6to [9 5,00 2.00
<br />8"concrete pipe (C -76 B 6'- 1 O'CePth 111200100 34.S7
<br />X10
<br />It400 50. 0-0 12 .00 '-50-00
<br />00
<br />-VTT 400 29.00 1 IW4590-00 24.15 91660.00 8.50
<br />I oaoo .3a-00,
<br />L. F 600-OD .00 -.00
<br />8�-10` cepth -35 1 1�7�50-00, 32'
<br />at. 54�concrete pipe X IV5,25,W 1!52.00
<br />2-6.35 11,417.50 30.60
<br />L.F. 50 55.00
<br />-TTr 54 concrete pipe
<br />(C-76
<br />22 2250-00, '75.00
<br />42.00 .00
<br />11F64Q-00,
<br />'1v2
<br />as 21P00.00 P..) -B)0%-6 depth 50 5.00 0. 00' NWO
<br />(C - 76 - 50.00 50.00
<br />23. 7, concreTe PiPe
<br />'4 5. 00 15125.00 �i50-00
<br />2 50.00 25.00
<br />:727'conCrete Pipe (C -76 1 -00 42.00 2 5a00 0. 1 00,
<br />L. F 25 50.00 050100
<br />24. r
<br />225-00 4.10-00 250-00 "10.00
<br />2501t.00 7.00 175.00 00
<br />tec metel pipe 6 depth L. F 25 :10.00
<br />7 2 Q,.00 26-.00
<br />25. 21 corrasc 720 0 .00 7 2 0.00, 112 0Q
<br />660-00 112-00 .0
<br />12.00 8.50
<br />729�. 00 5 10.00 il .00
<br />t 26. .24-corrugated metal pipe 6' depth L.F 60
<br />840.00 ''15.00 15. GO 900.00 30-0�)
<br />9010.00
<br />840.00 14.00
<br />00.100
<br />1.4,00 a0cLoo'' 200.0p
<br />L. F. 60 15-00, 225.00 2:itiEP�00 200-00
<br />27 50 corrugatec, 1.30.00 t2,480.00 200-00 .1200.00
<br />is'.200-00 130,00 12$480.00
<br />96 200.00 .1300.00
<br />28. Stand-ard single rnlets (Ty
<br />c. 2 0c.00
<br />ea.
<br />6) 0b .00. -v09
<br />210.00 250-00 25CL,00
<br />.400.00 21�0-00
<br />29. St`,;nd(1.r1C uble :njet Type (6- S) '2 .5.00 .200-00
<br />50.
<br />%0.00 5
<br />Do 130 25-00 a-00.
<br />200-00 21 q 6 00 250-00
<br />130.00
<br />ea. 2.700
<br />30. Ditch Inlets 0
<br />�00 2'70. 00 2450.00 :300-00 2-7 0.00 500-00 4v59q0- 0., 300.00 21, 70
<br />2,450-00 270-00
<br />500.00
<br />-ec. '500 2500-00 300 00
<br />:nle Menhoie (Type B) ec.
<br />:270-00
<br />pp 1 .3 50-00 1,175Q.00 .00
<br />300.00 ls!�pp. a5o�0.0 50.00
<br />52. 04cc% inlet Menhoie 200-00 50-00
<br />300.00 75-00 75,0.00 '30-00
<br />250.00
<br />30.00 -Wo.oc 25'00
<br />to
<br />15,00.00` �5040P�QO 7
<br />L. F.
<br />.E. xtra Depth Inlets (Ty p e B) ea. 10 2 7P,
<br />250,50 2�250-00 2!50.00 Q.
<br />300.Q-.
<br />l50;00 7
<br />lao-100 -50-00.
<br />5 L. F 5 -00, 75,.00
<br />0, 20.00- 100.00
<br />150 .,50'00' ��p
<br />1:0
<br />3,5, -Extra Depth Mrrh*oLe 30. -b t
<br />50LO
<br />!100.00,
<br />.00.00
<br />�0 -to
<br />0"" 6 L. F.
<br />xtra Depsh Inlet (Type
<br />.00 '4
<br />37
<br />6QC�PO 70-00 420.00 100-00 600
<br />ea.
<br />Ad
<br />174
<br />24' Cowicrete pipe (C-76-111
<br />5�00 70WO, 30-00 Bore and Jack 60. 40 2,j00.00 42
<br />n -1 eft §099-100 0. 0"
<br />4 .00 754.0 200-00
<br />Existing Inlets 100-00
<br />'75,00. -100W 600
<br />6 > -P
<br />58. :'Remove Existing
<br />.0 .00 P L. F
<br />'00.00 "'12-00.
<br />15
<br />so"o 7,60
<br />-Ce
<br />4 0 '00 -0
<br />40. Cem,6nt Stablized 6.50 7 14.70
<br />Ton5 -10.00 0-00
<br />Sheti 10
<br />3S-500 26V61DO.00 16*i�50-00 -5 00
<br />Too
<br />me Sand. M,4,po'
<br />-0
<br />At Stabilized
<br />bA .00
<br />FaM 50 70-00 .4
<br />42. Lumber -in Trenc .0 70 IP
<br />BID
<br />BASE
<br />4W
<br />4�1
<br />6.4
<br />510�0 1A
<br />-7
<br />E 'Cl.
<br />W% -W
<br />W
<br />till
<br />'4 A�L
<br />C.Y, _00
<br />'0<) Akm Hrs
<br />-5 Skillte4t
<br />E
<br />.0,0,- -5 .00 Iommon A.
<br />0,
<br />0
<br />0 0,20, I'0
<br />5 .4�5.W-
<br />cy.
<br />A Concrete
<br />1 Ir. A
<br />ND EXTRA WORK ITEMS
<br />00
<br />Co�icrete
<br />Stee I
<br />E 5 E-4 Labor* -Krs 4
<br />Ton6
<br />re 7,
<br />. 4�4 .
<br />744
<br />7;r,
<br />-40
<br />F lot-,
<br />5
<br />-7 Ile
<br />t
<br />�7
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<br />�zk -:�, , I - Ito(
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<br />X.Ir ANO
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<br />lot
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