HomeMy WebLinkAbout175860 08/06/2009 CITY OF CARMEL, INDIANA VENDOR: 00351554 Page 1 of 1
ONE CIVIC SQUARE POINDEXTER EXCAVATING INC CHECK AMOUNT: $110,450.72
CARMEL, INDIANA 46032 PO BOX 36399
4 oN .�a INDIANAPOLIS IN 46236 -0399 CHECK NUMBER: 175860
CHECK DATE: 816/2009
D EPARTM ENT ACCOU PO NUM INVOICE NUMBER AMOUNT DESCRIPTION
202 4350900 5 94,767.90 OTHER CONT SERVICES
206 R4350900 19141 5 14,700.00 WEST SIDE ROAD IMPROV
206 R4462300 19141 5 982.82 WEST SIDE ROAD IMPROV
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FINAL CONSTRUCTION PROJECT INVOICE
DATE: June 18, 2009
COMPANY NAME: Poindexter Excavating, Inc.
AND ADDRESS PO Box 36399
Indianapolis, IN 46236 t
TELEPHONE NO.: (317)- 823 -6837
FAX NO.: (317) -823 -4662 l
PROJECT NAME: 931 Street, Misc. West Side Improvements
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PROJECT NO.: 08 -03
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INVOICE NO.: 5, FINAL
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Construction pay items as per Final Pay Estimate #5 as shown on the attached
requests for parts A, B, C, D and EWA. In addition, acceptance of the Final Pay
Estimate by the Contractor shall release the City of Carmel from any further claims,
financial, liable or otherwise, by the General Contractor and /or it's sub- contractors,
agents, personnel or otherwise. Acceptance of the Final Pay Estimate does not release
the Contractor of it's responsibilities as stated in the Contract Documents.
TOTAL PAY THIS ESTIMATE, Part A: $7,317.36
TOTAL PAY THIS ESTIMATE, Part B: $11,932.40 I
TOTAL PAY THIS ESTIMATE, Part C: $(459.80)
TOTAL PAY THIS ESTIMATE, Part D: $247.95
TOTAL PAY THIS ESTIMATE, Part EWA: $35,691.63
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TOTAL PAY: $54,729.54
MINUS 10% RETAINAGE $5,472.95 l
Release remaining retainage: $61,194.13
TOTAL NOW DUE: $110,450.72
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S fitted Cros ad Engineers, PC
Cs Z 2,1Q
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Project Representati signed name Date
44ivG� S Ti4NG
Project Representati e printed name
Accept b dexter Excavating, Inc.
Pr 'ec epre ative signed name Date
Project Representative printed name
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1 of 1
CITY OF CARMEL
MISCELLANEOUS WESTSIDE IMRPOVEMENTS
PARTS A B C AND D
PROJECTNO. 08-03
PROGRESS PAY ESTIMATE NO. 05
Forwork done during the period of: through
�q
PARTA
1 CONSTRUCTION ENGINEERING LS 1,00 LS S6000.00 5600(1.00
2 MOBIu2AT10N AND DEMOSILI2AT10N LS 1.00 LS 25000.00 525000.00
3 CLEARING RIO4T OF WAY LS 1.00 LS 520000.00 520000.00
4 PAVEMENTREMOVAL SYS 680.00 SYS $15.00 S10200.00
5 EXCAVATON COMMON CYS 1053.00 CYS $36.00 537908.00
6 TEMPORARY CHECK 11AM STWW BALES LFT 14.00 LFT 3100.00 11
7 TEMPORARYDRGH INLETPRCTECTION EACH 1,00 EAOH $200.00 $200.00
8 CHEMICALMODIFIGA710N SOILS SYS 4706.00 SYS $5.90 $27765.40
9 COMPACTED AGGREGATE NO. 53 TON 160.00 TON 540.00 $6400.00
10 MILLING ASPHALT 1 Y2 IN. SYS 577.00 SYS $6 -00 $4616.00
11 HMA SURFACE TYPEC TON 362.00 TON $105.00 338372..00
12 HMAINTERMEDIATE C TON 544.00 TON 57100 539712.00
13 HMA BASE TYPE t3 TON 1441.12 TON S5S.00 380702.72
14 HMA INTERMEDIATE OG TYPEC TON 667.00 TON $70.00 $48690.00
15 ASPHALTFOR TACK COAT TON 5.00 TON S650A0 $3250.00
16 'U'2 '2 CONCI�T C SYS 12.00 SYS $210.00 $2520.00
11 CURB RAMP CONC L SYS 7.00 SYS $131.00 5917.00
18 SIDEWALK CONCREIE 41N. SYS 100.00 SYS $51.00 $5100.00
19 T DECORATIVE GONCRETE TRUCK APRON SYS 9800 SYS $112.00 410 j
20 C ONCRETE CURB END TRE ATMENT EACH 2.00 EACH 3297.00 5594.00 1
21 CURBTURNOUT EACH 5.00 EACH 3255.00 57275.00
22 MODIFIED ROLL CURB LFT 193.00 LFT $16.00 $1086.00
23 GURB ANDGUTTER CONCRETE TYPE 11 LFT 1572.00 LFT $14.00 $22006,00
24 STRAIGHTCUR CONCRETE LFT 1608,00 LFT $16.00 $25728.00
25 ROLL CURB. LFT LFT $16.00
26 TOPSOIL CYS 999.00 CYS 319,00 518581.00
27 SODDING 984.00 SYS 3983.00 SYS 53.00 52962.00 511949.00
28 VALVE BO ADJUST TO GRADE EAC 2.00 EAC S300.00 $600.00
29 CASTING AD.IUSTTO GRADE EAC EAC 3600.00
30 FIRE HYDRANT RELOCATE EAC 1.00 EAC 34500.00 84 00.00
31 DETOUR ROUTE MARKER ASSEMBLY EAC 40.00 EACH 5135.00 $5400.00
32 CONSTRUCTION SIGN A 11.00 EAC 12.00 EACH 321010 310.00 $2520.00
33 CONSTRUCTION SIGN B -2.00 EAC EACH 364.00 $128.00
34 MAINTAINING TRAFFIC LS 7.00 LS $20000.00 520000.00
35 BARRICADE III -A LFT 80.00 LFT 54610 53 940.00
36 BARRICAIOE III -B LFT 64.00 LFT SW.00 $3.UO.00
37 SIGN POST SOU4RE 1 REINFORCEDANCH 6810 LFT 232.00 LFT 17.60 $1198,60 $408320
38 SIGN SHEET ENCAPSULATED LENS W TH L 30.76 SFT 68.02 SFT 23,10 710.68 3157126
39 SIGN SHEET ENCAPSULATED LENS W TH L $FT 28.00 SFT 2SAO 373920
40 IRRIGATION CONDUIT 2 IN, UNDISM BUTEO LIFT 500.00 LFr 22.00 S11000.00
41 HANDHOLE LIGHTING 4.00 EACH FAC 1 100.00 57100.00
42 WRE N0.4 COPPER LASTIC DUCT IN 7 140.00 LFT $35.00 LFT 522.00 3060.00 $11 77000 1
43 DECORATIVE STREET N P L 1GHTlMRINGANDIN EACH 4.00 EACH 107&1.00 543120.00
M LIGHTING PCIAER DISTRIBUTION PANEL EACH LBO EACH 57700.00 $7700.00
45 TRANSVERSEMARKINGS THERMOPLASTIC LIT 42,00 LFT $7.00 294.00
46 LINE THERMOPLASTIC $OLD WHITE 41N. 8,00 LFT 2614.00 LFT 30.60 $,LBO $1 566.40
47 TRANSVERSE MARKINGS PAIN SOLID YEL -327.00 LFT LFT $5.00 41636.00
48 LINE THERMOPILASTIG SMED YELLOW 41N. 113,00 LFT 2286,00 LFT 50,60 573,80 $i 377.fi0
49 SNOVWLM'4PLE RAISED PAVEMENT MAR PAC 8.00 EACH 3210.00 St 680.00
50 PAVEMENTMESSAGE MARKING TIERMOPLA LFT 43,00 LF"f 39.00 3367,00
51 LINE THERMOPLASTIC BROKEN W1t7E S tN LFT 4200 LF7 53.00 5126.00
62 CONSTRUCTION SIGN D FAC 6.00 EAC fJ0000 51800.00
53 RELOCATE HYDRANT, CHANGE ORDER REM EACH 1.00 EAC 52.770.47 32,710.87
7317.38 568407$15 1 1
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TOTALS AND PAY ESTIMATE CALCULATIONS
TOTAL PAY THIS ESTIMATE ;7,317.36
TOTAL PAY TO DATE 5684,033.45
DEDUCT 10% RETAINAGE $58,403.16
DEDUCT PREVIOUS NET PAY ESTIMATES $619,044.49
NET PAY ESTIMATE NO. 05 $6stt5.62
CRIPE
Nspe ling Frm By Dote �j p
POINDEXTER
CaOeaaru By Date
1 of 1 I
CITY OF CARMEL
MISCELLANEOUS WESTSIDE IMRPOVEMENTS
PARTS A B C AND D
PROJECT NO. 0843
PROGRESS PAY ESTIMATE NO. 05
For Work done during the period of: through
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PART
1 CONSTRUCTION ENGINEERING LS 1.00 LS S3 009.99 J800.00
2 MOBILIZATION AND DEMOBIUATION LS 1.00 LS 58000.00 58000.00
3 CLEARING RIGHT OF WAY LS 1.00 L6 S12,00.0 $12,000.00
4
5 CURB ANOGUTTER REMOVE LFT 382.00 LFT i6. 0 $2292
8 SIGN SHEET REMOVE EAC 2.00 FAG H 510100 3200.00
7
8 INLET REMOVE EAC 2.00 EACH 5500.00 $1,000.00
L EXCAVATON, COMMON 68.00 CYS 198.00 CYS 548.00 52676.00 S9 108.00
10 TEMPORARY ER0510V ANDSEDEMEINT CONTI EACH. EACH $130.00
11 TEMPORARYSILT FENCE LFT 453.00 LFT $210D 5906.00
12 STRUC7URE BACWLL TYPE I CYS 11.00 CYS 575.00 $825.00
13 CHEMICALMODIFICATION SOILS 63.0 SYS 870.00 SYS $6.00 $378.00 $6.268,00
14 COMPACIED AGGREGATE NO- 53,13ASE TON 227.00 TON 431.00 7
15 WILLING, ASPHALT 1 Y21N. SYS 488.00 SYS $3.00 1 $3904.00
tfi HMASURFACE TSPEA TON 27.00 TON $154.00 $4158.00
17 HMA SURFACE TYPEC 13.54 TON 109,54 TON 3150.00 S 031.00 518431.00
18 HMAINTERMEMATE TYPE TON 81.00 TON 584.00 SG 004.00
19 HMAINTERMEDIATE TYPEC TON 74.00 TON 5100.00 57400.00
20 HMA INTERMEDIATE OG TYPE TON 143.00 TON $81.00 $11593.00
21 HMA BASE 7YpIE8 TON 278.00 TON $71.00 319
22 ASPHALTFOR TACK COAT TON 1.0 TON $740.00 $740.00
23 CURB RAMP CONCIBT G SYS 8.00 SYS 3193.00 81,5
24 CURB ANDGUTTER CONCRETE TYPE 18 LFT 104.00 LFT 525.00 52600.00
25 CURB ANDGUTTER CONCRETE TYPE 31 LFT 448.00 LFT 317.00 37016.00
26 DECORATIVEPAD CONCRETE 71N. LFT 93.00 LFY $95,00 50835.00
27 TOPSOIL CYS 180.00 CYS 519.00 $3420.00
28 SODDING SYS 245.00 SYS $3.00 5735.00
29 PIPE TYPE 2, CIRCULAR 121N. LFT 84400 LFT $75.00 $6300.00
30 PIPE END SEC80N 121N, FACH 3.00 EACH $500,00 57500.00
31 CASTING ADJUSTTO GRADE FACJ EACH 5600.00
32 I INUET. 110 EACH 1.00 EACH S1 800,00 S1.1100.00
33 INLET M10 EACH 1.00 EACH $1.800.00 $1,000.00
34 MAINTAMINGTRAFFIC LS 1100 LS 58800.00 H
35 SIGN PDS7 SQUARE 1 REINFORCEDANCH 11.00 LFT 44.00 LFT 517.60 $03.60 $774440
36 SIGN SHEET RELOCATE 1.00 EACH 3.00 EACH 371.50 571.60 $214.50
37 SIGN SHEET ENCAPSULATED NS WTH LE 4.D0 SFr 4.00 SFT $23.10 (W.201 $02.40
38 SIGN SHEET ENCAPSULATED LENS WTH LE SFT 18.00 SFr $26.40 $47 .20
39 FIANDHOLE EACH 240 EACH $1100.00 $2200.00
40 VIARE NO.4 COPPER N PLASTIC DUCT IN 29x.0 LFT 806.00 LFT $22.00 6 688.00 $17
41 DECORATIVE STREET UGHT RELOCATION EACH 1.00 EACHI 53850.00 3850.00
42 PAVEMENTMESSAGE MARKINGS, REMOVE EACH 2.00 EACH $98.00 $192.00
43 LINE THERMOPLASTIC BROKEN WHITE 41N LFT 40.00 LF7 S1.70 .00
44 UNE THERMOPLASTIC SOLD WHRE 4IN. 86.00 LFT 18500 LFT 51.70 144.60 314.50
45 FR THERMOPLASTIC SOLD WHITE BIN. •2.00 LFT 190.00 LFT $2.00 oa 380.00
46 TRANSVERSE MARKINGS THERMOPLASTIC 1.00 LFT 33.0 LFT S2.0D Imoo 66.00
47 PAVEMENTMESSAGE MARKINGS LHEBMOPL FACH 100 EACH 5150.00 $450.00
48 PAVEMENTMESSAGE MARKINGS TiERmop EACH 2.00 EACH S165,00 $330.00
49 UNE THERMOPLASTIC SOLD WHITE 121N. LFT 1400 LFT 54.00 $5600
50 UNE THERMOPLASTIC BROKEN MITE 6IN 22.00 UT $0.00 LFT $3.00 $66.00 $270.00
51 PAVEMENTMESSAGE MARKING 1HERMOPLA EACH 4.00 EACH $100.00 31600.00
62 PAVEMENT MARKING, 1HERM- A 4.00 LFT 1200 LFT $9000 536.00 $108.00
$11,932.40 5186 317.00
TOTALS AND PAY ESTIMATE CALCULATIONS
TOTAL PAY THIS ESTIMATE $11,93240
TOTAL PAY TO DATE $195,317.00
DEDUCT 10! RETAINAGE $19,531.70
DEDUCT PREVIOUS NET PAY ESTIMATES 5165,046.14
NET PAY ESTIMATE NO. Ds $10,739.16
GRIPE
Inspecting Firm ey Date
POINDEXTER Co -17
Contractor my Date
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CITY OF CARMEL (`fE
MISCELLANEOUS WESTSIDE IMRPOVEMENTS l
PARTS A B C AND D
PROJECT NO. 08 -03
PROGRESS PAY ESTIMATE NO. 05
For work done during the period of. through
Ad �iraVti
PART C
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1 Conshuc0on Fn needn LS 1.00 LS $4.300.00 54,300.00
2 MabVizatlon and Demobilizalian LS 1100 LS $10,000.00 $10.000.00 I
3 Cteedn Rt t -of -W LS 1.00 LS S18000.00 518000.00
4 Conwete Curb Remove LFT 781.00 LFT 5600 56,24800
5 Concrete Center Curb Remove SYS 4,00 SYS $100.00 4400.00
9 Conweie Curb Ram ,Remove SYS 1 17.16 SYS $20.00 $34320
7 SI and Su o Remove F.P. 2.00 FA $50.00 $100.00
8 Aa MiVin 1.5 In. SYS 1451.00 SY5 $4.00 $5804.00
9 Llnear Oradin LFT 483.00 LFT $15,00 57245.00 i
10 Temporary Sitt Pence LFT LFT $2.00 i
11 Sub grade Te.trnent, Ttp. IA SYS 780.43 SYS 311.00 S8,584.73
12 Com aped a eta No. 53 Been TON 40.00 TON 542.00 ;1680.00
73 HMA Surfaca, Type C TON 126.00 TON $128,00 $16,126.00
M Wd.nhq vvith HMA, Type C TON 525.84 TON $143.OD $75,195012
15 HMA Surface, Type A TON 26.00 TON $138.00 $3,588.00 I I
16 HMA Intermediate Type A TON 35.00 TON 3111.00 $3885.00
17 Curb Rem Canwefe SYS 39.00 SYS 596.00 $3,744400
1B Combined Curb end..,. II LFT 48100 LFT 320.00 39,660.00
19 gqmti ed CUM and GutterType III LFT 25500 LFT 35,355.00
20 Stral t Cwlwme Curb LFT 2800 LFT $32.00 $895.00
21 Canter Curb D, Conweta SYS 5.00 SYS $180.00 $900.00
22 Water kGAL kGAL SiD0.00
2] To poll CYS 30.00 CYS 520.00 5760.00
24 Soddwo,N...ry SYS 340.00 SYS $3.00 31020.00
25 PI e T c4 Clralar Bfn. Double Wall Smooth LFT 350.001 LFT 310.001 33500.00
28 A e eta fw Undwerein CYS 9.72 CY6 $28.00 3272.16
27 Geotexdlea for Underdrsin SYS 85.00 SYS $3.00 $255.00
28 Conatmotlan Sin A -2.00 EA 2.00 EA 3210.00 4420.00 $42000
29 Malntelnln ffic LSUM
100 LSUM $15000.00 57500D.W
30 Sign Poo S w 1 Reinforced Anchor 13- -11.00 LFT 62.OD LFT $17.80 $193.60 51091.20
31 SI Shoat, saluted Lena Wide Logo 0. 3.a0 SFT 25.80 SFT 52300 38TAO Ono
32 Read Decorative Street Sign Assembly kA 1,00 EA 32 090.00 $2,090.00
33 S1 n Sheet Rele"'on FA 3.00 FA $71.50 $214.60
34 Cenerete Foun6ton Wth Graundin 30 in. Cia Fes, 1.00 EA S2 200.00 42,20000
35 Reset Street Li ht Pole Psaombl EA 100 EA 31650.00 51650.00
36 NBre No. 4, Ce er In P'g Duct In Trench 4 LFT 236.00 LFT $22.00 $5,192.00
37 Lina Thermo lostic Dotted While Bin. 2'Llne 2 68.00 LFT 9000 LFT 52.00 5136.00 $180.00
38 Line Thermo lastic Dotted 1W,, 4 in. 2'Llne, 6 9.D0 LFT 60.00 LFT $1.70 $16.30 5115.60
39 Lirle, Thermo 19etic, Sdid,VMhe Lin. 370n 1-1 54100 LFT $1.70 $62.90 3929.90
40 Una. Thermople0c, Shctl Yellow, 4In. 54.00 LFT ;W00 LFT $130 $91,80 $91.80
41 Sn Owable Raised Pavamant Marker FA 4.00 FA $200,00 $800,00
42 Pavement M- go Markin Thermo lasde Le FA 4.00 EA $130 00 $520.00
43 Pavement Measa a Markin Thermo es8c. W EA 2.00 EA $170.00 5340.00
44 Transverse Markin s Thermo lasdc, Crop ;k 9.00 LFT 96 00 LFT $7-CO $63.00 $672.00
45 Transverse Markin Thermo tastic. Whhe Yield LF[ 70.n0 LF7 39.00 $2770.00
40 lRestote Landscape and lnl9ation Systen t SUM 1.00;LSUMI $7,000.00 1 57,000.00
9 ,233, 1
TOTALS AND PAY ESTIMATE CALCULATIONS
TOTAL PAY THIS ESTIMATE I545s.80}
TOTAL PAY TO DATE $227,233.61
DEDUCT 10% RETAINAGE $22,723.36
DEDUCT PREVIOUS NET PAY ESTIMATES $204,924.07
NET PAY ESTIMATE NO. 05 (5413.82)
CRIPE
Inpp.tng Fl,. By Date
POINDEXTER
C;wtra&w By I Date
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CITY OF CARMEL
MISCELLANEOUS WESTSIDE IMRPOVEJIENTS
PARTS A B C AND D
PROJECTNO. 08 -03
PROGRESS PAY ESTIMATE NO. 06
For work done during the period of: through
IarO
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o Fsfv 7.£o D ;lp• 4'e
PART D
1 C_"eim 'needrt LS 1,00 LS $3800.00 53600.00
2 Mebili.6. and DemabiEation LS 1.00 LS $7000.00 57000.00 f
3 Cleadn RI M -0f-Wa LS 100 LS 35000.00 55000.00
4 Concrete Cmb Remora LFT 300.00 LFT S8.00 $240000
5 Concrete Curb Ram Re=ve SYS 14.32 SYS S50.00 $716.00
6 Si and Remove EA 200 EA S50.00 $100.00
7 ak M011n 1 S N. SYS 611.00 SYS 1 $5.00 S3,055.00
8 Un-Grafta LFT 274.00 LFT $1500 34110,00 1
9 Le ora Dr Wet Protecd.n EA 1.00 EA 5200,00 $200.00 I
10 To Sf8 Fenoa LFT LFT $2.00 i
11 Subpm6e Treatment T IA SYS 389.94 SYS 512.00 $4678.92
12 Co adedA r ll No.531111, TON 5800 TON $52.00 52600.00 I
13 Cobred and Jdrt[ed C.nuete 7" SYS 30.00 SYS 5412.00 54368.00
14 HMASurfaca T eC TON 40.00 TON $170000 $6800,00
15 Wldenin withH C TON 169.20 TON 3134.00 522680.84
16 IHMASurfaoe. Type A TON 15.00 TON S1T7106 $2655.00
17 RMA 1,1, -da[a T A TON 26.00 TON $120.00 S3120.00
18 Curb Ram Conabta SYS f 3100 SYS S1 B9 00 $6048.00
19 ConAined Curb and Gutter T ell LFT 274.00 LFT 1 $2000 S5480.00
20 Stre ht Concrata Curb LFT 9700 LFT 33000 $2910.00
21 Center C..b D C.-T. SYS 1.00 SYS $256.00 1 $258.00
22 Water WAL kGAL $100.00
23 T CYS 27.00 CYS $20.00 $540.00
24 M11 oil Num SYS 24200 SYS 53.00 5726400
25 PiM, Typ. 4 Cfaalar, bin. Doubio wall SmoothI LFT 268.00 LFT 51000 $2.980.00
26 A data far Underdreln CYS 7.44 CYS $30.00 522320
27 Geatwtiles for Underdmin SYS 35.56 SYS $$oo S177.90
28 Shumrre No.2 LSUM 100 LSUM 52500.00 52500.00 pp
29 Shum- No. 3 LSUMI 100 LSUM 52500.00 $250000 p.
30 SOuWUe No.4 1.00 LSUM I.OJ LSUM $.0.00 S80o0o 5900.00
31 C- -.ionft. A EA EA $210.00
32 M1taintelnin TraDC LSUM 1.D0 LSUM $10000.00 5111000.00
33 51 Post S ar. 1 Rrinfmoed Anchor Bas. 1.00 LFT 3t.00 LFT 517,80 $17.60 5545.60
34 Si Shut Ens sulated Lore with La end In 8.60 5FT 1950 SFT S2110 $199.36 $450.4
35 Siw,. She.t Relocation -1.00 FA 1.00 EA 571650 1$71.601 $71.50
36 Concrete Foundebw with Gmndnfl 30 in. Diamc FA L00 EA $2200.00 $2200.00
37 Reset Street li ht Pd. Asserrtb FA 1 00 EA $1.650 00 51 650.00
38 YMra No.4 Co er [n PlasOc Dud In Trench 41 0,00 tFT 75V LFT 32200 176.00 $1581,00
39 Caw, Dud Marker -1,00 EA FA $150.00 1316D.00
40 YMre No.4 Co er 1n 21n. Galvanized Steel Co FT 18,00 L 12300 LFT $22,00 396.00 $2,706.00
d1 Condri steal. Y x.00 LFT 20.00 LFT $28.CD 224.00 560,00
42 Una Therm aetc Dotted Nhbe 81n. 2'Une 2' -10.00 LFT 10.00 LET $5.00 $60.00 550.00
d3 Line TTa�nw ass Oatted lMtlta 41n, 2'Une 8' 60.00 LFT 20.00 LFT 52,00 512000 540.00
44 Une Therm 1st[ Said Whke 4In. 13.00 LFT 314.00 LFT $2.00 26.00 5628.00
45 Sn awabla Re[sed P.--- BMarker EA 2.011 EA 3200.00 540000 E
46 Pnvement Messy aMarkin a Thunw aa9c Lan EA 2,00 FA 5150,00 $300.00 1
47 Pave -et Me- ,Markin Thermo astc Vft FA 1.00 EA 3200.00 5200.00
4B Tranay.me Markh s Thermo last, CroasvalkU -56.00 LFT 18001 LFT 37.00 2.00 $336.00
49 Transverse Mlrkbi s Therrro last, )Mile Yield 4La0 LFT 7,501 LFY 3900 54.&7 567.50 I
50 Restore Landsw end lrri ,bon tam LSUM ILSUM 7,000.00
5247.9 119 916,81
TOTALS AND PAY ESTIMATE CALCULATIONS
TOTAL PAY THIS ESTIMATE $247.95
TOTAL PAY TO DATE 5119,815.81
DEDUCT 10% RETAINAGE $11,991.58
DEDUCT PREVIOUS NET PAY ESTIMATES $107,701.07
NET PAY ESTIMATE NO. 05 $223.16
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CRIPE
Inspeo8ng Flrm Sy Date
POINDEXTER CO" /.�F_ DF
Contractor ey Date
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CITY OF CARMEL
MISCELLANEOUS WESTSIDE IMRPOVEMENTS
PARTS A 8 C AND D
PROJECT NO. 08.03
PROGRESS PAY ESTIMATE NO. 05
For work done during the period oh 110100 through 110/00
-�RR r�Tn1�Qu Vrt x' otaf a`
0 PART A 0.an 0 0.00 0 $0.00 $0.00 0750
El EWA RCSA 9.00 EA 9.00 LB $495.00 K 4$5,00 P 475 00
E2 EWA DATE CHANOE ON PRE-CLOSURE 1.00 EA t,DO LB 5396.00 $396.00 $396.00
E3 EWA LINE THERMO YELLOW. 8•, GORE 321.00 LFT 321.00 LS 32.09 $670.89 $670.69
E4 EWACondu%,SLeel Oalveniz0d2' 267.00 LFT 257.00 LFT 326.00 $7196.00 57,196.00
ES EVVA ORNAMENTAL STREET NAME SIGNS DIJ 4,00 EA 4.00 SYS $1970.00 67180.00 $7.480.90
D PART B 0.00 D 1 0.00 EA $0.00 $0.00 60.00
E6 EWA BROKEN WHITE THERMG IT 24.00 LFT 1 24.00 SYS $3.68 588.32 $88.32
E7 EWA MULTI DELL 493.00 LFT 1 453.00 LFT S19.00 $8607.00 38607.00
Es EWA C= -duit Steel G- Iva -Ized 2' 61.00 LFT 1 51.00 EA $28.00 $1708.00 $170800
0 PART C 0.00 0 1 om LFT $0.00 $6,00 $0.00
E9 EWA FISH HOOK ARROW 0.00 EA 1 0.00 SYS 5220.00 $0.00 $0.0
E70 IAIA DOUBLE FISH HOOK ARROW 0.00 EA 1 0.00 TON 5418.00 60.00 $0.00
511 EWA TRANSVERSE MARKING THFNMO, XKR 17 -00 LFT 1 17.00 SYS $4.67 328.35 $28.39
0 PART 0,00 D 0.00 TON 30.00 1F0,0o $0.00
512 EWA UNE. THER AR CROSSWALK, 24' 48.00 LFT 4800 TON 34.35 3208.80 $208.80
513 EWA FISH HOOK ARROW 0.00 EA 0.00 TON 3220100 30.00 $0.00
514 EWA STRUCTURE1 1.00 FA 1.00 TON $4853.23 $4853.23 $4,65323
0 0 0.00 0 0.00 SYS D.00 $0.00 $0.00
a a O.CO D 0,00 LFT 50.00 $0.00 S0,GD
0 a 0.00 0 0.00 LFT 30.00 12.00 $0.00
o a 0.00 0 0.00 srs 30.09 $000 so.99
0 0 0.00 0 0.00 kGAL $0,00 $0600 000
0 0 000 0 0.00 CYS $0.00 $0.00 $0.00
0 0 000 0 0.00 SYS $0.00 $0.00 3000
0 0 0.00 0 0.00 LFT $0.00 $0.00 $0.00
0 0 0 u0 0 0.00 CYS $0.00 $0.00 $0.00
0 0 0.00 0 0.00 SYS $0.00 o 50.00 F
0 0 0.00 0 0.00 LSUM 30.00 .00 $0.00 I
0 0 0.00 0 004 LSUM $0.00 $0.00 $0,90
0 0 0.00 0 0.04 LSUM $0.00 60.00 50,00
a a 9.00 0 0 00 EA $0.00 $0.00 $0.00
0 0 090 0 0.00 LSUM $0.00 50.00 SO,00
0 0 0.00 0 0 00 LFT 30.00 $0.00 30,00 E
0 0 ❑.uV 0 000 sw 30.00 $0.00 $0.00
a 10 000 0 0,00 EA 1 $0.00 00.00 $0.00
0 a 0.00 0 00D EA 1 30.00 ;O,DD $0.00
0 0 0 60 0 000 EA $0.00 Sa.00 $0.00
0 13 090 0 O,on LFT 30.00 1 50.00
0 0 0.00 0 0.00 EA 1 30.00 $0.00 S D.DO
0 0 0.00 0 0.00 LFT 1 $0.00 50.00 50.00
0 0 0.00 0 0.00 LFT 30.00 50.00 $0.00
0 0 0 09 0 000 LFT 30.00 60.00 $0000
a 0 0 00 0 0.00 LFT 50.00 30.00 $0.00
0
0 a 0.00 0 00 LFT 30000 3000 $0.00
0 0 0.00 0 0 00 EA 30.90 $0.00 $0.00
0 0 0.0 0 o.oC EA $0.00 $0.00 30000
0 0 9.09 o e DD EA $0.00 60.00 $0.00
0 p LF
00 a 0 000 7 $0.00 50.00 $0,00
a p O.ou 0 0.00 07
.00 LFT 3100 1 50.00 $0.00
0 o aa:. o O.r,O LsuM sO.Da So.OU m.9D
1
t
TOTALS AND PAY ESTIMATE CALCULATIONS k
TOTAL PAY MIS ESTIMA'T C $35,691.63
TOTAL PAY TO DATE $35,691.63
i
DEDUCT 10 RETAINA(iE 53,669.16
DEDUCT PREVIOUS NET PAY ESTIMATES $0.00
NET PAY ESTIMATE NO. 05 $32,122.47
CRIPE
I -ep-mg Fin f!r Date
POINDEXTER
=-Vector liy Date
1
II
,Prescribed by State Board of Accounts ACCOUNTS PAYABLE VOUCHER City Form No. 201 (Rev. 1995)
CITY OF CARMEL
An invoice or bill to be properly itemized must show: kind of service, where performed, dates service rendered, by
whom, rates per day, number of hours, rate per hour, number of units, price per unit, etc.
Payee
Poindexter Excavating, Inc.
Purchase Order No.
PO Box 36399
Terms
Indianapolis, IN 46236
Date Due
Invoice Invoice Description Amount
Date Number (or note attached invoice(s) or bill(s))
06/18/09 Inv. #5 (Final) Misc. West Side Improvements 110,450.72
Final invoice, release of retainage
Tota$1 0,450.72
1 hereby certify that the attached invoice(s), or bill(s), is (are) true and correct and I have audited same in accordance
with IC 5- 11- 10 -1.6.
20
Clerk- Treasurer
i
VOUCHER NO. WARRANT NO.
ALLOWED 20
IN SUM OF
PO Box 36399
Indianapolis, IN 46236
$110,450.72
ON ACCOUNT OF APPROPRIATION FOR
Department of Engineering
Board Members
PO# or INVOICE NO. ACCT /TITLE AMOUNT
DEPT. H 1 hereby certify that the attached invoice(s), or
bill(s) is (are) true and correct and that the
1914 Inv. #5 206 -43509 14,700.00 materials or services itemized thereon for
1914 Inv. #5 06- R4462300 5982.82 which charge is made were ordered and
n Inv. #5 202 -509 0
received except
20
Signature
0 sL✓
Cost distribution ledger classification if Title
claim paid motor vehicle highway fund