|
PAY ESTIM,ATF- #5
<br /> CIIW OF P~MSEY
<br /> 1,13RD AVENUE N,W,
<br />UTILITY AND STREET UvlPROVMENTS
<br />IMPROVEMENT PROJ ECl' NO, 00-11
<br />CIT~~ OF RAMSE¥
<br />
<br />;chedule "C" , Storm Sewer
<br />
<br /> Spec.
<br />Item No. Ref. Description ,
<br />33( [12" RCP (CLE} (0'-8' Depth)
<br />34t ) 15" RCP (CLE) (0'-8' Depth) ,
<br />
<br />38i
<br />
<br />[18" RCP (CLE) (0'-8' Depth)
<br />
<br />[24" RCP (CL3) (0'-8' Depth)
<br />
<br />i27" RCP (CL3) (0'-8' Depth)
<br />
<br />!30" RCP (GL 3) (0'-8' Depth)
<br />
<br />39i )36" RCP (CL3)(8'-10' Depth)
<br />
<br />[36" RC Arch Pipe -Ctass 3 (8'-10' Depth)
<br />
<br />411 [12" Dia. Concrete Plug
<br />42~ r ,'~l~c" Dia. Concrete PIuo~
<br />
<br />)18" Dia. Concrete Plug
<br />
<br />441 )24" Dia. Concrete Plug
<br />451 j18" RCP rES
<br />
<br />46[ ]30" RCP rES '
<br />
<br />471 [38" RCP rES
<br />
<br />48i !Construct Standard Catchbasin (2' x 3')
<br />491 ' ]Construct 27" dig Catchbasin w/Beehive Grate
<br />
<br />5ol [Construct Manhole 4' dia.
<br />51 i jConstruct CB-MH 4' Dia. (0'-8')
<br />52i 1Construct CB-MH 54" Dia. (0'-8')
<br />
<br />53i
<br />
<br />IConstruot CB-MH 60" Dia. (9.5' buiid)
<br />
<br />54' Construct CB-MH 86" Dia. (0'-8')
<br />551 Construct CB-MH 7? Dia (9.3' build/
<br />
<br />·
<br />
<br />[48" Dia. Skimmer Structure with Weir (0'-8')
<br />
<br />571 [Class III Random Rio-Rao
<br />
<br />ICom.on Excavation - Pond
<br />
<br />Total Bid Scneeule "C"
<br />
<br />Estimated
<br />Quantity, Contract Unit Price
<br /> 130)LF S 18.00
<br /> 3581LF $ 19.35
<br /> 1325 ILF $ 21.30 I/LF
<br /> 6tLr I$ 25.75 i/LF
<br />
<br /> 614ILF I$ 36.oo
<br /> 252[LF I$ 49.25 [/LF
<br /> 401LF iS 76.10 t/b,~._
<br />
<br />2lEA iS 62.00 I/EA I
<br />
<br />3iEA ! $ 70,00
<br />l lEA. is 75.00 J/EA
<br />
<br />l lEA ! s 584.oo t/EA
<br />
<br />Contract Used to
<br />Amount Date Extension
<br />
<br />$2,340.001 131[ $ 2,358.00
<br />
<br />$6,927.30 338[ $ 6,540.30
<br />$28,222,50 13251 $ 281222.50
<br />
<br />] $154.50( Is
<br /> s11,252.50( 3501 $ 11.252.50
<br />
<br />$22A04.001 8141S 22,104.00
<br />
<br />$12,411.00] 257
<br />
<br />$3,044.001
<br /> $124.00{
<br />
<br />S 12,657.25
<br />
<br /> $75.00J
<br />$584.001
<br />
<br />$204.00t $ 138.00
<br />$210.00[ 3 $ 210,00
<br />
<br /> IlEA I $ 96o.oo /EA
<br /> 1lEA ! $ 1,375.00 lEA S1,375.001
<br /> 316~A IS 787.00 I/EA
<br /> lEA [S 730.00
<br /> lEA' I S 1,11700
<br /> 8 EA ! S 1,213.00
<br /> 4 EA $ 1,721.00
<br /> 1 EA I $ 1,846.00
<br /> ' 1 EA I $ 2,201.00
<br /> 1 EA $ 2,920.00
<br /> I F_A $1,865.oo
<br />2417 CY [$ 50.00
<br />16,453 CY i S 1.11
<br />
<br />$ 950.00
<br />$ 1,375.00
<br />
<br />2,301.00
<br />
<br />t/E.A S730.001 $
<br />IlEA [ S1,117.001 S
<br />IlEA J Ss,7o4.ool 9l S 10,917.00
<br />I/s~ I s6.884.oo[ 4t s 8,88..oo
<br />
<br /> [ $2,201,00] 11 S 2,201.00
<br />I/~, I $2,920,00l 1 $ 2,920.00
<br />I/EA [ s1,865.ool 1 $ 1.865.00
<br />I/dY I Sl,235.oo[ ~'51 s 1,750.00
<br />I/Cv I $18,262.83I 184531 $ 18,262.83
<br />
<br />$139,043.63 $ 133.490.38
<br />
<br />Schedule "O" · Road Construction
<br />
<br />Item No,
<br /> Spec.
<br /> Eel.
<br /> 59! I biobilization
<br /> ]Traffic Control
<br />
<br />I 6ol
<br />
<br />Description
<br />
<br />81l IRe.eve Concrete Curb & Gutter
<br /> IRe.eve 8itu.inDus Pavement
<br />
<br /> ISaw Bituminous Pavement
<br />54[ !Clearing & Grubbing
<br />
<br />[Transpiant Trees
<br />
<br />661 tCommon Excavation (P)
<br />
<br />jConcrete Curp & Gutter, Design 8-618
<br />
<br />[Triangular Valley Gutter Sections
<br />
<br />[7" Concrete Valley Gutter
<br />[Aggregate Base, Class 5
<br />
<br />7ol
<br />
<br /> IType 41 Bituminous Wear Course
<br />72I ]Type 31 Bituminous Base Course
<br />73j Ieit. Material for Tack Coat
<br />
<br />74l i24" White Stop Bar
<br />75i IF & I Sign Panel (Type
<br />
<br />[Seeding, incl. Seed. Fertilizer & Mulc~
<br />
<br />76t
<br />
<br />[Sodding, Lawn & Boulevard Type
<br />
<br />77t
<br />
<br />781
<br />
<br />Silt Fence, Pre.Assembled
<br />ISalvage & Remstalt Topscif (LV)
<br />
<br />!Topsoil Borrow (LV)
<br />
<br />791
<br />
<br />]Fiber Blanket
<br />
<br />8o!
<br />
<br />81'I ]Remove Concrete & Debris (Dozer Hours)
<br />82'[ IRe.Dye Concrete & DePris (Backhoe Hours)
<br />83' iRemove Concrete & Debris (Loader Hours)
<br />84-
<br />
<br />Total Bid Schedule "D"
<br />
<br />1,500.00
<br />200.00
<br />495.OO
<br />411.00
<br />157.00
<br />
<br />3.040.00
<br />
<br />800,00
<br />
<br />$ 14.108.10
<br />$ 37,058.45
<br />$ 1,060.00
<br />
<br />$735.00t 240 $ 1,178.00
<br />$26,812.50 36751 $ 26,276.25
<br />S25,245.001 46.3 $ 1,250.10
<br />$32,250.00 1212.64 $ 31.286.11
<br />
<br /> ' I Price
<br /> Estimated Contract Unit ContractAmount Used Date to
<br />
<br /> Quantity ] t/LS $1.500.001
<br /> 1ILS I $ 1,500,00 .
<br /> ].00ILS t $ 200.00 [/LS s2oo.ool 661o
<br /> '5001LF $ 0.75 I/LF 5375.001
<br /> 920[SY $ 0.50 /S¥ $460.00l 8221
<br /> 170{LF $ tm00 /LF Sl70.OOI 157t
<br />
<br /> [ S 1.11 ICY [ $11,211.00' I27101
<br /> 5,200ILF $ 7.15 /LF J · $37,180.001 5t83
<br /> 4lEA is 265.00 /EA I Sl,O6O.OO 4
<br /> I 4.90 /SF
<br /> 150 ISF Is
<br /> 3,750]TON I $ 7.15 /TONi'
<br /> 9351TON $ 27.00 I/TONi
<br /> 12'50 TON I S 25.80 I/TONI
<br /> 550 GAL [ S 1.50 I/GAL I $825.00i 1
<br />
<br /> 25 LF I $ 2.00 [/LF I 550.o0l ~'S $ 15.00
<br />_~6.,25[SF i $ 23.00 ]/SF ] $143.751 2800'~ $
<br />1lAC $1,5oo.ooI/AC 51.5oo.ool s
<br /> 35001SY $ 2.00 I/SY $7,000.00I s 5,800.00
<br />
<br /> 1,300 LF $ 1.30 I/LF ! SI,89009! 550[ $ 715.00
<br /> 2000 CY { $ 1.11 [ICY i $2,220.001 1500l S 1,665.00
<br />
<br /> 300ICY. [ e 9.00 }/Ch' I $2.700.00 .... 01 $
<br /> 18 HR' [ $ 125.00 I/HR s2,250.00 21[ $ 2,625.00
<br /> 301HR ! 5 145.00 ]/HR $4,350.00t 341 $ 4,930.00,
<br /> 18[HR I $ 130.00 [/HR $2.340.00t 21I $ 2,730.0~d
<br /> 7500iSY I S 1.50 IISY I s12,000.00l 79101 $ 12,688.00,
<br />
<br />$178,507.25 $ 149,754.01
<br />
<br /> RA3 lS?BtPay Estimate
<br /> * Per C.O. No. 2
<br /> "'Per C,O. No. 3
<br />-150-
<br />
<br />m
<br />m
<br />m
<br />m
<br />m
<br />m
<br />m
<br />m
<br />m
<br />
<br /> m
<br /> m
<br />
<br />m
<br />m
<br />m
<br />m
<br />m
<br />m
<br />
<br />
<br />
|