4C, PMP Payment 5 to T.A. Schifsky and Sons, Inc.

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Project Materiak Status Item Item Descnption Units flnit Price Contract QuanGty to Current A�nount to N�� Quanliiy Date Quantity Date Schedule A - Street fmpra�ements 1 2021.SOi M081LIZATIdI� LUNiP SIfM $28,5D0.00 1 1 0 $28,SOd.00 2 2101.605 CLEARI�EG Af�D GRUB$tNG ACRE $7,210.00 0.75 0.92 0 $6,633.20 3 2104_SOT REMOVE WATfR MAII� LIN FT $3 09 730 716 19 $2,2i2.44 4 2104.5Q1 F2�NfOVE SEWER PEPE (STQRM) LIN FT $5.15 255 219 p $9,127,g5 5 2104.501 REMOVE SEWER PfP� (SANITARY} LIiV FT $2.06 1A05 1501 0 $3,092.06 6 2104.501 REMOVE SANITARY SERVIC� PIPE �IN FT $2.06 800 275 186 $566.50 7 2304_501 REMOVE MANHOLE (SANITARY) LIEV FT $3�_9D 75 44.2 0 $t,365.78 8 21Q4.501 F2�MOVE COPECRETE CURB ANR GU77ER LI[+l FT $1.65 250 312.5 0 $515.63 9 2t04.5d3 REMOVE RETAINING WALL SQ FT $6.48 'f20 90 D $556.20 10 2104.5Q5 REMOVECQNCRETE PAVENkENT SQ YD $2.Ofi 445 347.2 0 $715.23 11 2104.505 REMOVE BETUEtI�INdUS PAV�NiENT SQ YD $1.03 9620 1p175.7 U $70,980.97 12 21 D4.505 REMOVE CQNCRETE VALL�Y GUTTER SQ YD $4.12 15 45.9 0 $189.11 13 2104.509 REMOVEHYDRAiV7A5SEMBLY EACH $15A.50 7 6 a $927.00 1A 2104.509 REMOVE GA7E VALVE & BOX EACH $1Q3.04 i0 7 0 $725.00 15 2104.5fl9 REMOVE STRUCTURE (S70RM) EACH $3Q9.0� 4 3 0 $927.00 16 2104_5Q9 REl4AQVE GATE VALVE BOX EACH $51 _50 1 4 D $206.00 17 21D4.511 SAWING CONCRE7� PAVEMENT {FULL DEPTH) LIN FT $2.06 26U 295.5 0 $fi08,73 18 2104.593 SAWING BfTUM1N0lJS PAVEMENT (FULL DEPTH) LIN FT $i.29 1170 34725 0 $447.95 '!9 21Q4.523 SALVAGE CASTING EACN $103.00 16 16 2 $9,648.00 20 2'IQ4.601 SALVAGEAN� REINSTALL LANDSCAPE STRUCTi1RE5 LUMP Si1Nf $2,060.00 1 1 0 $2,060.00 21 2404_6p2 SALVAGE AN� F2EIHSiALL MAfL 8QX EACFi $56.fiS 32 32 32 $1,812.80 22 21 D4.603 ABANDpN WATER MAIN LiN FT $1.03 42p 420 D $432.60 23 2105.5Q1 COMMON EXCAVA710N (P) CU YD $S.D3 6000 5960 0 $47,858.80 24 2105.507 SUBGRApE EXCAVA710N (EV) CU YD $8.27 fiflQ 746.4 207.3 $6,919.13 25 2105.522 SELECT GRANUfAR BORRdW (C1n ClJ Y� $9.27 640 585.4 124.6 $5,426.66 26 2105.525 TpPSOIL BORROW {LV) CU YD $9.27 1250 1040.7 30.7 $9,647.29 27 2105.604 DEWATERlNG LUMP SIiM $0.01 1 1 0 $p.p1 28 2105.604 GEOTEXT[LE FABRIC TYPE I SQ YD $2.06 3t5 288 262 $593.28 29 2105_fiO4 GEO7EXTILE FABRIC TYPE 1V SQ YD $6_17 25 45 q $277.65 30 21D5.&D7 9 112" CLEAR ROCK TON $12.36 750 326.33 117.73 $4,033.44 31 2211.501 AGGREGATE BASE CLASS 5 TON $9.50 5300 6114.01 0 $58,083.10 32 2232.501 MILL BITUMINOUS SURFACE SQ Y� $D.90 t160fl 7350 0 $6,615.00 33 2331.603 SAWED15FJ1LED JOINT LIN FT $T.85 22p4 200Q 0 $3,7QO.pp 34 2354.509 TYPE LV 4 WEARING COURSE MIXTl1RE (B) 70N $58.00 2245 1730.14 12.67 $100,348.12 35 2350.502 TYPE W 3 NON VIf�ARING COURSE MIXTfJRE [B) TQN $58.50 1010 948.11 0 $55,4fi4.44 36 2350.503 TYPE LV WEARING COURSE MIXTURE FQR QRIVEWAYS SQ Y❑ $12.88 £OD 643.6 0 $8,289.57 37 2357.502 BfTUMINOUS MATERIAL FOR TACK COAT GALLON $1.91 1445 825 0 $1,Si5.75 38 2411.618 MODUlAR BLOCK RETAINIhEG WALL SQ FF $30.90 12Q i75 85 $5,407.SU 39 2504.602 ADJUST GAT� VALVE AND B�X EACH $180.27 8 6 1 $1,081.62 40 2506.522 A�JUST FRAME & R�NG CASTING ( SANITARY} EACH $257_5D 'f0 10 Q $2,575.00 4l 2506.522 AQJI�ST FRAME & R[NC CA$TING { STORM) EACH $257_50 2 0 0 $O.bD 42 25'31.501 �L4N�OM RIPRAP CLASS El4 CU Y❑ $72.10 25 4fl.3 U $2,948.89 43 2531.5D1 CdNCRETE CURB 8� GUTTER �ESiGN 6618 LIN FT $8.6D 5225 5194.5 0 $44,672.7p 44 2531.507 6" CONCRETE pRIVEWAY PAVEMENT 5Q YD $37.08 445 350 0 $12,978.00 45 2531.6�3 i' CONGi2E7� VALLEY GUTTER Lli�i FT $20.60 65 1D2 0 $2,101.20 4G 2533.663 CONCRETE CURB & Gl3TTER, SURN{OUNTAB�E LIE� FT $14.42 250 259 0 $3,734.78 47 253i.603 CONCRETE RIBBQN GlfR6 L1N FT $12.88 115 302.5 0 $1,320.20 48 254�.602 MA{L SOX (TEMPORARY) EACH $8.24 32 28 0 $230.72 49 2563.609 TRAFFfC CQNTROL LUMP SUM $1,OD4.25 t 1 025 $1,004.25 50 2564.537 SfG[J PANELS TYPE C SQ FT $23.87 15 15.25 0 $q55.52 Page 2