HomeMy WebLinkAbout165397 10/29/2008 CITY OF CARMEL, INDIANA VENDOR: 00351554 Page 1 of 1
`i. ONE CIVIC SQUARE POINDEXTER EXCAVATING INC
CARMEL, INDIANA 46032 PO BOX 36399
CHECK AMOUNT: $169,599.96
INDIANAPOLIS IN 46236 -0399 CHECK NUMBER: 165397
CHECK DATE: 10/29/2008
DEPARTMENT AC PO NUMBER INVO NUMBE AMOUNT DESCRIPTION
404 4462855 2 56,617.56 SPRINGMILL ROAD
1205 R4350900 19141 2 17,427.60 WEST SIDE ROAD IMPROV
202 4462859 19141 2 95,554.80 WEST SIDE ROAD IMPROV
CONSTRUCTION PROJECT INVOICE
DATE: October 8, 2008
COMPANY NAME: Poindexter Excavating, Inc.
AND ADDRESS PO Box 36399
Indianapolis, IN 46236
TELEPHONE NO.: (317)- 823 -6837
FAX NO.: (317)- 823 -4662
PROJECT NAME: 131 Street, Misc. West Side Improvements
PROJECT NO.: 08 -03
INVOICE NO.: 2
Construction pay items as per Progress Pay Estimates No. 2 as shown on the
attached requests for parts A, B, C and D for work completed between the dates of
September 1, 2008 to September 30, 2008.
TOTAL PAY THIS ESTIMATE, Part A: $106,172.00
TOTAL PAY THIS ESTIMATE, Part B: $19,364.00
TOTAL PAY THIS ESTIMATE, Part C: $62,908.40
TOTAL PAY THIS ESTIMATE, Part D: $59,818.10
TOTAL PAY: $248,262.50
MINUS 10% RETAINAGE:
TOTAL NOW DUE: $223,436.25
Submitted by Cripe Ar hitects and Engineers
i
P ject Repr ent ve signed (Dame Date
Project Representative printed name Date
City o/C -1
P q-I Na 08-03 Bas. Bid
SPdng Mill Road and Dorset Roundabout
Pmd-
INEOM DESCRIPTION UNIT QUANTITY PURNIITE TOTAL
1 CONSTRUCTION ENGINEERING LS 0.50 58,000.00 $4,00000
2 MOBILIZATION AND DEMOBILIZATION LS 1.00 $25,000.00 $25,000.00
3 CLEARING RIGHT OF WAY LS 1.00 $20,00000 $2000000
4 PAVEMENT REMOVAL SYS 66000 $15.00 510,200.00
5 EXCAVATION, COMMON CYS 526,50 $36.00 $18,954.00
6 TEMPORARY CHECK DAM, STRAW BALES LFT 000 $10000 $000
7 TEMPORARY DITCH INLET PROTECTION EACH 000 $20000 5000
8 CHEMICAL MODIFICATION. SOILS SYS ON 55.90 $100
9 COMPACTED AGGREGATE, NO. 53 TON ON $4000 $000
10 MILLING, ASPHALT, 1121N. SYS 000 $8.00 $0.00
11 HMA SURFACE, TYPE C TON 000 $10600 $000
12 HMA INTERMEDIATE, TYPE C TON 000 $73.00 5000
13 HMA BASE, TYPE TON ON $56.00 $000
14 HMA INTERMEDIATE, GO. TYPE C TON 000 $70.00 5000
15 ASPHALT FOR TACK COAT TON 000 $650.00 $0.00
16 CURB RAMP, CONCRETE. C SYS 000 $210.00 $0.00
17 CURB RAMP, CONCRETE, L SYS 000 $131.00 50.00
18 SIDEWALK. CONCRETE, 41N. SYS ON $51.00 $am
19 7' DECORATIVE CONCRETE TRUCK APRON SYS ON $112.00 $0.00
20 CONCRETE CURB END TREATMENT EACH ON $29700 50.00
21 CURBTURNOUT EACH 000 $255.00 $0.00
22 MODIFIED ROLL CURB LFT 000 $1600 $000
23 CURB AND GUTTER, CONCRETE, TYPE 11 LFT 000 $14.00 5000
24 STRAIGHT CURB, CONCRETE LFT 000 $1600 $000
25 ROLL CURB, CONCRETE LFT 0.00 $16.00 $0.00
26 TOP SOIL CYS ON 519,00 5000
27 SODDING SYS IN 1300 50.00
28 VALVE BOX. ADJUST TO GRADE EACH 0.00 1300.00 $000
29 CASTING. ADJUST TO GRADE EACH 0.00 560000 $000
W FIRE HYDRANT, RELOCATE EACH 0.00 $4,50000 1000
31 DETOUR ROUTE MARKER ASSEMBLY EACH 4000 $135.00 $5,40000
32 CONSTRUCTION SIGN, A EACH 1.00 1210.00 $210.00
33 CONSTRUCTION SIGN, B EACH 200 564.00 $128.00
34 MAINTAINING TRAFFIC LS 100 $20.000.00 $20,000.00
35 BARRICADE, III -A LFT 600 548.00 1240.00
36 BARRICADE, 111 -8 LFT 400 $6000 1240.00
37 SIGNPOST, SQUARE, I, REINFORCED ANCHOR BASE LFT ON $17.60 1000
38 SIG N, SHEET, ENCAPSULATED LENS W ITH LEGEND, 0.080 IN THICKNESS SFT 000 $23.10 $000
39 SIGN, SHEET. ENCAPSULATED LENS WITH LEG END, 0. IN IN THICKNESS SFT ON $2840 1000
40 IRRIGATION CONDUIT, 21N. (UNDISTRIBUTED) LFT 000 $22.00 $0.00
41 HANDHOLE, LIGHTING EACH 0.00 $1,10000 $0.00
42 W IRE, NO 4, COPPER, IN PLASTIC DUCT, IN TRENCH, 4 1/C LFT ON $22.00 5000
43 DECORATIVE STREET LIGHT, WIRING AND INSTALLATION EACH ON $10,780.00 5000
41 LIGHTING POWER DISTRIBUTION PANEL EACH 000 $7,700.00 $000
45 TRANSVERSE MARKINGS. THERMOPLASTIC. CROSSWALK, WHITE, 241N. LFT 000 $700 $0.00
46 LINE, THERMOPLASTIC, SOLID, WHITE. 41N. LFT 000 $060 5000
47 TRANSVERSE MARKINGS, PAINT, SOLID, YELLOW CROSSHATCH LINE, 8 LFT 0.00 $5.00 5000
48 LINE. THERMOPLASTIC, SOLID, YELLOW, 41N. LFT 000 $0.60 50.00
49 SNOWPLOWABLE RAISED PAVEMENT MARKER EACH 0.00 $210.00 50.00
50 PAVEMENT MESSAGE MARKING, THERMOPIASTIC,'SHARK'S TEETH' LFT 0.00 $9.00 $e.00
51 LINE, THERMOPLASTIC, BROKEN, WHITE, 61N.(3 LINE, 3 GAP) LFT 000 $3.00 $000
52 CONSTRUCTION SIGN, D EACH 600 5300.00 $1,800.00
_1
PART 3XTOTAL: $106,172.00
I
MINUS 10%RETAINAGE $10,617.20
TOTAL $95,554.00
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ITEMIZED SUMMARY
08 -043 Carmel Westside Improvements (B) App04110a #z
ITEM 1I
Qty This Cost This
NO. DESCRIPTION QUANTITY UNIT UNIT COST TOTAL COST Period Period
1 Cons WctonEngineering 1 L 3,600.00 $3800.00 0.3 $1,140.00
o a=a on IJe M55 'T'.tJon 8,000.00 $8,000.00 1 $8,000.00 j
3 Clearing of the Right of Way 1 L 12,000.00 $12,000.00 0.5 $6,000.00
$0.00 $0.00
5 Curb and Gutter, Remove 382 LFT 6.00 $2,292.00 382 $2,292.00
rgn, a emove 100.00 $400.00 $0.D0
7 $0.00 $0.00
i n l et, R emove 500.00 $1,000.00 $0.00
9 Excavation, common 198 CYS 46.00 $9,108.00 42 $1,932.00
emporary an imen n o u Inlet ro on 130.00 $650.00 $0.00
11 Temporary Silt Fence 453 LFT 2.00 $906.00 $0.00
12 1 re bacimil, I ype 75.00 $825.00 $0.00
13 Chemical Modification, Soils 1233 SYS 6.00 $7,398.00 $0.D0
l(-;ompacted Aggregate, No. W, Ke 31.00 $8.308.001 $0.00
15 Milling, Asphalt. 1112 IN 425 YS 8.00 $3,400.00 $0.00
u ca, ype 154.00 54 ,158.00 $0.00
17 HMA Surface, Type C 51 TON 150.00 $7,650.00 $0.00
n erme is ype 84.00 $6,804.00 $0.00 i
19 HMA Intermediate, Type C 68 TON 100.00 $6,800.00 $0.00
n erne is ype 81.00 $10,611.00 $0.00 i
21 HMA Base, Type B 255 TON 71.00 $18,105.00 $0.00
or la a 740.00 $740.00 $0.D0
23 Curb Ramp, Concrete, G 8 Y 193.00 $1,544.00 $0.00
an er, ncre ype 25.00 $2,600.00 $0.00
25 curb and Gutter, Concrete, Type II 448 LFT 17.00 $7,616.00 $0.00
re v a
eme Concrete, 95.00 $3,800.00 $0.00
27 Top Soil 180 YS 19.00 $3,420.00 $0.00
o mg 3.00 $1,608.00 $0.00
29 Pipe, Type 2, Circular, 12 IN 47 LIFT 75.00 $3.525.00 $0.00
$0.00
31 Casting, Adjust to Grade 1 EACH 600.00 $600.00 $0.D0
ne 1,800.00 $1,800.00 $0.00
33 lintel, M10 1 EACH 1,800.00 $1,800.00 $0.00
liv aintaining Tratric 8,800.00 $8,800.00 $0.00
35 ISign Post, Square, 1, Reinforced Anchor Base 33 LFT 17.60 $58070 $0.00
ign, ee a oq e S 71.50 $143.00 $0.00
37 1 Sign, Sheet Encapsulated Lens with Legend, 0.080 IN Thickness 6 SFT 23.10 $138.60 $0.00
gn, ee rice isu a e ens w egen ess 26.40 $475.20 $0.00
39 1 Handhole 1 EACH 1,100.00 $1,100.00 $0.00
Wire, No. 4, Copper. In Plastic n I rench, 4 11Q 55 LF1 22.00 $1,210.00 $0.00
41 Decorative Street Light,
Relocation 1 EA H 3,850.00 $3,850.00 $0.00
Pavement Message a ngs, 96.00 $288.00 $0.00
43 Line, Thermoplastic, Broken, White, 4 IN 47 L 1.70 $79.90 $0.00
Line, erno as G e, S 1.70 $170.00 $0.00
45 Line, Thermoplastic, Solid, White, 8 IN 157 LFT 2.00 $314.00 $0.00
rensverse MaRngs, TF .0 plastic. Crosswalk On e, UTF 2.00 $130.00 $0.00
47 Pavement Message Markings, Thermoplastic, Lane Indication Arrow 3 EACH 150.00 $450.00 $0.00
message Ma Ng I nermopjasuG Word kunl 165.00 $330.00 $0.00
49 IJne, Thermoplastic, Solid, White, 121N 27 LFT 4.00 $108.00 $0.00
bu 11 Inermoplastc, b roken, White, to IN (3'Une, T uap) 3.00 $204.00 $0.00
51 Pavement Message Maddng, Thermoplastic, "Fishhook Arrow" 4 EA H 400.00 $1,600.00 $0.00
avemen essage a ng, ermopas C, a ee 9.00 $315.00 $0.00
$0.00 $0.00
$0.00 S0.00
$0.00 $0.00
$0.00 $0.00 I
$0.00 $0.00
$0.00 $0.00
$0.00 $0.00
$0.00 $0.00
$0.00 $0.00
$0.00 $0.00
CONTRACT AMOUNT $162,054.50
CHANGE ORDERS $0.00
$0.00
CHANGE ORDER SUBTOTAL $0.00
TOTAL $162,054.50
ORIGINAL CONTRACT: $162,054.50
Change Orders: $0.00
REVISED CONTRACT AMT: $162,054.50 App #2 Total $19,364.00
Less Retainage $1,936.40 j
Amount Due $17,427.60
L.
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e
City of Carmel
Project No. 08-03 Part 3C Pay Estimate #1
Additional Entry Lanes for Spring Mill Road and 131sf Street Roundabout
Poindexter
ITEOM DESCRIPTION UNIT QUANTITY UNIT TOTAL
1 Construction Engineering LS 0.40 $4,300.00 $1,720.00
2 Mobilization and Denabilization LS 0.50 $10,000.00 $5,000.00
3 Cleadng Right-of -Way LS 0.00 $18,000.00 $0.00
4 Concrete Curb, Remove LFT 0.00 $8.00 $0.00
5 Concrete Center Curb, Remove SYS 0.00 $100.00 $0.00
6 Concrete Curb Ramp, Remove SYS 0.00 $20.00 $0.00
7 Sign and Support, Remove EA 0.00 $50.00 $0.00
8 Asphalt Milling, 1.5 in. SYS 619.00 $4.00 $2,476.00
9 Linear Grading LFT 483.00 $15.00 $7,245.00
10 Temporary Silt Fence LFT 0.00 $2.00 $0.00
11 Subgrade Treatment, Type IA SYS 0.00 $11.00 $0.00
12 Compacted Aggregate, No. 53, Base TON 0.00 $42.00 $0.00
13 HMA Surface, Type C TON 95.00 $128.00 $12,160.00
14 Widening with HMA, Type C TON 0.00 $143.00 $0.00
15 HMA Surface, Type A TON 26.00 $138.00 $3,588.00
16 HMA Intermediate, Type A TON 35.00 $111.00 $3,885.00
17 Curb Ramp, Concrete SYS 23.00 $96.00 $2,208.00
18 Combined Curb and Gutter Type II LFT 371.00 $20.00 $7,420.00
19 Combined Curb and Gutter Type III LFT 0.00 $21.00 $0.00
20 Straight Concrete Curb LFT 0.00 $32.00 $0.00
21 Center Curb, D, Concrete SYS 0.00 $180.00 $0.00
22 Water kGAL 0.00 $100.00 $0.00
23 Topsoil CYS 38.00 $20.00 $760.00
24 Sodding, Nursery SYS 272.00 $3.00 $816.00
25 Pipe, Type 4, Circular, 6 in. Double Wall, Smooth Interior LFT 0.00 $10.00 $0.00
26 Aggregate for Underdrain CYS 0.00 $28.00 $0.00
27 Geotextiles for Underdrain SYS 0.00 $3.00 $0.00
28 Construction Sign, A EA 0.00 $210.00 $0.00
29 Maintaining Traffic LSUM 0.45 $15,000.00 $6,750.00
30 Sign Post, Square, 1. Reinforced Anchor Base LFT 60.00 $17.60 $1,056.00
31 Sign Sheet, Encapsulated Lens with Legend, 0.080 in. SIFT 22.00 $23.00 $506.00
32 Reset Decorative Street Sign Assembly EA 1.00 $2,090.00 $2,090.00
33 Sign, Sheet Relocation EA 0.00 $71.50 $0.00
34 Concrete Foundation with Grounding, 30 in. Diameter x 96 in. EA 0.00 $2,200.00 $0.00
35 Reset Street Light Pole Assembly EA 0.00 $1,650.00 $0.00
36 Wire, No. 4, Copper, In Plastic Duct, In Trench, 4 11C LFT 0.00 $22.00 $0.00
37 Line, Thermoplastic, Dotted White. 8 in. 2' Line, 2' Gap LFT 128.00 $2.00 $256.00
38 Line, Thermoplastic. Dotted White, 4 in. 2' Line, 6' Gap LFT 66.00 $1.70 $112.20
39 Line, Thermoplastic, Solid, White, 4 in. LFT 256.00 $1.70 $435.20
40 Line, Thermoplastic, Solid, Yellow, 4 in. LFT 0.00 $1.70 $0.00
41 Snowplowable Raised Pavement Marker EA 0.00 $200.00 $0.00
42 Pavement Message Markings, Thermoplastic, Lane Indication Arrow EA 2.00 $130.00 $260.00
43 Pavement Message Markings, Thermoplastic, Word (ONLY) EA 1.00 $170.00 $170.00
44 Transverse Markings, Thermoplastic, Crosswalk Line, 24 in. LFT 45.00 $7.00 $315.00
45 Transverse Markings, Thermoplastic, White Yield Line, 27 in. LFT 20.00 $9.00 $180.00
46 Restore Landscape and Irrigation System LSUM 0.50 $7,000.00 $3,500.00
PART 3C TOTAL: $62,908.40
MINUS 10% RETAINAGE $6,290.84
TOTAL OWED FOR SEPTEMBER WORK $56,617.56
C
City or Carmel
Proro /ect No. 08 -03 PaR 30 Pay Estimate k1
Roundabout Bypass Lane for ES 131st Street to SB Illinois Street
Poindexter
NO. UNIT
N0. DESCRIPTION UNIT QUANTITY PRICE TOTAL
1 C- ",tin Engineering LS 0.70 $3,800.60 $2,660.00
2 Macleod and Demobilization LS 0.50 $7,000,00 $3,500.00
3 Clearing Right-of -Way LS 0.00 $5,000.00 $0.00
4 Concrete Curb, Remove LFT 0.00 S8.00 $0.00
5 Conaele Curb Ramp, Rertwve SYS 0.00 $50.00 SOHO
6 Sign and Support, Remove EA 0,00 $50.00 50.00
7 Asphalt Milling, 1.5 in. SYS 611.00 S5.DO $3,055.00
8 Linear Grading LFT 274.00 $15.00 $4,110.00
9 Temporary Drop Inlet Protection EA 0.00 $20000 50.00
10 Temporary Silt Fence LFT 0.00 $2.00 $0.00
11 Subgrade Treatment, Type IA SYS 0.00 $12.00 $0.00
12 Compacted Aggregate, No. 53, Base TON 0.00 552.00 $0.00
13 Colored aW Jointed Concrete, 7 SYS 39.00 $112.00 54,368.00
14 HMA Surface, Type C TON 40.00 $17000 $6,80000
15 Widening with HMA, Type C TON 000 $134.00 $0.00
16 HMA Surlace, Type A TON 15.00 5177.00 S2,655.00
17 HMA Intermediate, Type A TON 26.00 $120.00 $3,120.00
18 Curb Ramp, Concrete SYS 32.00 $189.00 $6,048.00
19 Combined Curb and Gutter Type II LFT 274.00 S20.00 S5,480.00
20 Straight Concrete Curb LFT 97.00 $30.00 $2,910.00
21 Center Curb, 0, Concrete SYS 1.D0 $258.00 $258.00
22 Water kGAL 0.00 S100.DO $000
23 Topsod CYS 27.00 $20.00 $540.00
24 Soddug, Nursery SYS 242.00 $3.00 $726.00
25 Pipe. Type 4, Circular, 6 in. Double Wall, Smooth Interior LFT 1 0.00 $10.00 $0.00
26 Aggregate for Underdrain CYS 1 0.00 $30.00 $0.00
27 Geotexti for Underdrain SYS OOO $5.00 $0.00
28 SW<Wre No.2 LSUM 0.00 $2,500.00 $0.00
29 Structure No.3 LSUM 0.00 S2,5D0.00 $0.00
30 SWclum No.4 LSUM 0.00 5800.00 $0.00
31 Construction Sign, A EA 0.00 $21000 $0.00
32 Maintaining Traffic LSUM 010 $10,000.00 $7,000.00
33 Sign Post Square, 1, Reinforced Ancrlor Base LFT 30.00 517.60 $528.00
34 Sign Sheet, Encapsulated Lens with Legend, 0.080 in. SFT 11.00 $23.10 $254.10
35 Sign. Sheet Relocation EA 0.00 $71.50 $0.00
36 Concrete Foundation with Grounding, 30 in. Diameter x 96 in. EA 0.00 $2,20000 $0.00
37 Reset Street Light Pole Assembly EA 0.00 $1,650.00 50.00
38 Wue, No. 4, Copper, In Plastic Duct, In Trench, 4 1/C LFT 0.00 $22.00 50.00
39 Cable Duct Marker EA 1.00 $150.00 $150.00
40 Wire, No, 4, Copper, In 2 in. Galvanized Steel Conduit, 4 1/C LFT 105.00 $22.00 $2,310.00
41 CoMuil, Steel, GoNanaed, 2 LFT 28.00 $28.00 $764.00
42 Line, Thermoplastic, Dotted White, 8 in. 2' Line, 2' Gap LFT 20.00 $5.00 5100.00
43 Line. Thermoplastic. Dotted While, 4 in. 2' line, 6' Gap LFT 80.00 $2.00 $160.00
44 Line, Therm adc, Solid, White, 4 in. LFT 301.00 $2.00 $602.00
45 SnowPb ble Raised Pavement Marker EA 100 $200.00 5400.00
46 Pavement Message Markings, Thermoplastic, Lane Indicatpn Arrow EA 2.00 $150.00 $300.00
47 Pavement Message Markings, Thermoplastic, Word (ONLY) EA 1.00 $200.00 $200.00
r5 408 Transverse Markings, Thermoplastic, Crosswalk Line. 24 in. LFT 104.00 $7.00 $728.00
Transverse Markings, Th- P.aiic, White Yield Line, 27 in. LFT 8.00 59.00 $72.00
Restore Landscape and Irrigation System LSUM 0.00 S7,000.DO 50.00
PART 3D TOTAL: $59,818.10
MINUS 10 %RETAINAGE $5,981.81
$53,836.29
PART 3A TOTAL OWED FOR SEPTEMBER WORK $95,554.80
PART 3B TOTAL OWED FOR SEPTEMBER WORK $17,427.60
PART 3C TOTAL OWED FOR SEPTEMBER WORK $56,617.56
PART 3D TOTAL OWED FOR SEPTEMBER WORK $53,836.29
J��& TAL OF ALL 4 PARTS $223,436.25
60 died Representable Acr.IpWnw Sig Date
1 a crL M 40" 7&91Y1�
Contactor Representa We Acceptance Sgnature Date
Prescribed by State Board of Accounts City Form No. 201 (Rev. 1995)
ACCOUNTS PAYABLE VOUCHER
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))
10/8/08 Inv. #2 Misc. West Side Road Improvements
131st/Spring Mill (C) ($62,908.40 -10% retainage) $56,617.5
Spring Mill /Dorset RAB (A) ($106,172 -10% retainage) $95,554.8
116th/Spring Mill (B)($19,364 -10% retainage) $17,427.6
I
Takeq
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
VOUCHER NO. WARRANT NO.
ALLOWED 20
Poindext €xsarat+ng, mss. IN SUM OF
P O Box 36399
Indianapolis, INA6236
C
$169,599.96
W �1-
ON ACCOUNT OF APPROPRIATION FOR
Dep artment of Engineering
p
PO# or INVOICE NO. ACCT #/TITLE AMOUNT
DEPT. I hereby certify that the attached invoice(s), or
bill(s) is (are) true and correct and that the
n/a Inv. #2 4044462855 56,617.56 materials or services itemized thereon for
19141 Inv. #2 2o2-4462859 S 395,554.80 which charge is made were ordered and
19141 Inv. #2 1205 -R509 17,427.60 received except
r /J 3 200
2
Signat re
Cost distribution ledger classification if Title
claim paid motor vehicle highway fund