HomeMy WebLinkAboutBid Information and Packets r -e
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BIDDER'S ITEMIZED PROPOSAL
AND DECLARATIONS
City of Carmel
Instructions To Bidders:
This form shall be utilized by all Bidders. Except as otherwise specifically provided, all Parts
shall be fully and accurately filled in and completed and notarized.
Project: Miscellaneous West Side Road Improvements, City of
Cannel Project#08-03
Proposal For Construction of: I. Construction of a roundabout at the intersection of
Spring Mill Road and Dorset :.
2. Construction of a roundabout bypass lane for WB 116'h
Street to NB Spring Mill Road
3. Construction of additional entry lanes on the south and
east approaches of the Spring Mill Road and 131'Street
Roundabout
4. Construction of a roundabout bypass lane for EB 131'
Street.to SB Illinois Street.
Date: July 22, 2008
To: City of Carmel,Indiana,Board of Public Works and Safety
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BID-1 IN20080273.FB.DOC
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PART 1 •
BIDDER INFORMATION
(Print)
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1.1 Bidder Name: Poindexter Excavating, Inc.
1.2 Bidder Address: Street Address: P.O. Box 36399
City: Indi anapol i sState: IN Zip: 46236
Phone: 317-823-6837 Fax: 317-823-4662
1.3 Bidder is a/an[mark one]
Individual Partnership x Indiana Corporation
Foreign(Out of State)Corporation; State:
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Joint Venture Other
1.4 [The following must be answered if the Bidder or any of its partners or joint venture
parties is a foreign corporation. Note: To do business in or with the City of Cannel,
Indiana,foreign corporations must register with the Secretary of the State of Indiana as
required by the Indiana General Corporation Act as stated therein and expressed in the
Attorney General's Opinion#2, dated January 23, 1958.]
.1 Corporation Name:
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.2 Address:
.3 Date registered with State of Indiana:
.4 Indiana Registered Agent
Name:
Address: . •
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BID-2 1N20080273.FE.DOC
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PART 2
BID PROPOSAL
2.1 Base Bid(Required)
The undersigned Bidder proposes to furnish all necessary labor, machinery, tools,
apparatus, materials, equipment, service, and other necessary supplies, and to perform
and fulfill all obligations incident thereto in strict accordance with and within the time(s)
provided by the terms and conditions of the Contract Documents for the above described
Work and Project,including any and all addenda thereto,for the Unit Prices applicable to
the Contract Items as stated in Part 3 hereof which Unit Prices, when multiplied by
estimated unit quantities for such Contract Items,total One Million, One Hundred Thousand
Nine Hundred 10/100 Dollars ($ 1, 100,500.10 ). The
Bidder acknowledges that evaluation of the lowest Bid shall be based on such price and
further acknowledges that the unit quantities listed in Part 3 of this Proposal are estimates
solely for the purpose of Bid evaluation and Contract award, and are not to be construed
as exact or binding. The Bidder further understands that all Work which may result on
the Contract shall be compensated for on a Unit Price basis and that the OWNER and
ENGINEER cannot and do not guarantee the amount or quantity of any item of Work to
be performed or furnished under the Contract.
Alternate Bid
The undersigned Bidder proposes to furnish all necessary labor, machinery, tools,
apparatus, materials, equipment, service, and other necessary supplies, and to perform •
and fulfill all obligations incident thereto in strict accordance with and within the time(s)
provided by the terms and conditions of the Contract Documents for the above described
Work and Project,including any and all addenda thereto,for the Unit Prices applicable to
the Contract Items as stated in Part 3 hereof which Unit Prices, when multiplied by
estimated unit quantities for such Contract Items,total Three Hundred Thirty Two Thousand,
Two Hundred Ninety-Three 60/100 Dollars ($ 332,293 . 60 ). The
Bidder acknowledges that evaluation of the lowest Bid shall be based on such price and
further acknowledges that the unit quantities listed in Part 3 of this Proposal are estimates
solely for the purpose of Bid evaluation and Contract award, and are not to be construed
as exact or binding. The Bidder further understands that all Work which may result on
the Contract shall be compensated for on a Unit Price basis and that the OWNER and
ENGINEER cannot and do not guarantee the amount or quantity of any item of Work to
be performed or furnished under the Contract.
BID-3 muooso273.xs.noc
PART 3A ■
CONTRACT ITEMS AND UNIT PRICES
City of Cannel
Project No.08-03 Base Bid
Spring Mill Road and Dorset Roundabout
ITEM
NO. DESCRIPTION UNIT QUANTITY PURNICE TOTAL
1 CONSTRUCTION ENGINEERING LS 1 $8,000 $8,0 0 0.0 0
2 MOBILIZATION AND DEMOBILIZATION LS 1 $25,000 $25,000.00
3 CLEARING RIGHT OF WAY LS 1 $20,000 $20,000.00
4 PAVEMENT REMOVAL SYS 39 $15.00 $585.00
5 EXCAVATION,COMMON CYS 1,053 $36.00 $37,908.00
6 TEMPORARY CHECK DAM,STRAW BALES LFT 36 $100.00 $3,600.00
7 TEMPORARY DITCH INLET PROTECTION EACH 1 $200.00 $2 0 0.0 0
8 CHEMICAL MODIFICATION,SOILS SYS 4,706 $5.90 $27,765.40
9 COMPACTED AGGREGATE,NO 53 TON 292 $40.00 $11,680.00
10 MILLING,ASPHALT,11/2 IN SYS 577 $8.00 $4,616.00
11 HMASURFACE,TYPEC TON 407 $106.00 $43,142.00
12 HMA INTERMEDIATE,TYPE C TON 599 $73.00 $4 3,72 7.0 0
13 HMA BASE,TYPE B TON 1,496 $56.00 $83.776.00
14 HMA INTERMEDIATE,OG,TYPE C TON 706 $70.00 $49,420.00
15 ASPHALT FOR TACK COAT TON 5 $650.00 $3,250.00
16 CURB RAMP,CONCRETE,C SYS 8 $210.00 $1,6 8 0.0 0
17 CURB RAMP,CONCRETE,L SYS 8 $131.0C $1,048.00
18 SIDEWALK,CONCRETE,4 IN SYS 96
$51.00 $4,896.00
19 7"DECORATIVE CONCRETE TRUCK APRON SYS 98 $112.00 $10,976.00
20 CONCRETE CURB END TREATMENT EACH 2 $297.00 $594.00
21 CURB TURNOUT EACH 6 $255.00 $1,530.00
22 MODIFIED ROLL CURB LFT 297 $16.00 $4,752.00
23 CURB AND GUTTER,CONCRETE,TYPE II LFT 1,259 $14.00 $17,626.00
24 STRAIGHT CURB,CONCRETE LFT 1,631 $16.00 $26,096.00
25 ROLL CURB,CONCRETE LFT 94 $16.00 $1,504.00
26 TOP SOIL CYS 999 $19.00 $18,981.00
27 SODDING SYS 2,999 $3.00 $8,997.00
28 VALVE BOX,ADJUST TO GRADE EACH 3 $300.0C $9 0 0.0 0
29 CASTING,ADJUST TO GRADE EACH 3 $600.00 $1,800.00
30 FIRE HYDRANT,RELOCATE EACH 1 $4,500 $4,5 0 0.0 0
31 DETOUR ROUTE MARKER ASSEMBLY EACH 40 $135.00 $5,400.00
32 CONSTRUCTION SIGN,A EACH 15 $210.00 $3,150.00 .
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33 CONSTRUCTION SIGN,B EACH 7 $64.00 $488.00
34 MAINTAINING TRAFFIC LS 1 $20,000 $20,000.00
35 BARRICADE,III-A LFT 5 $48.00 $240.00
36 BARRICADE,Ill-B LFT 4 $60.00 $240.00
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37 SIGN POST,SQUARE,1,REINFORCED ANCHOR BASE LFT 164 $17.60 $2,886.40
38 SIGN,SHEET,ENCAPSULATED LENS WITH LEGEND,0.080 IN.THICKNESS SFT 53 $23.10 $1,2 24.3 0
39 SIGN,SHEET,ENCAPSULATED LENS WITH LEGEND,0 100 IN THICKNESS SFT 28 $26.40 $73 9.2 0
40 IRRIGATION CONDUIT,2 IN (UNDISTRIBUTED) LFT 500 $22.00 $11,0 0 0.0 0
41 HANDHOLE,LIGHTING EACH 1 $1,100 $1,100.00
42 WIRE,NO.4,COPPER,IN PLASTIC DUCT,IN TRENCH,41/C LFT 395 $22.00 $8,690.00
43 DECORATIVE STREET LIGHT,WIRING AND INSTALLATION EACH 4 $10,780 $43,120.00
44 LIGHTING POWER DISTRIBUTION PANEL EACH 1 $7,700 $7,7 0 0.0 0
45 TRANSVERSE MARKINGS,THERMOPLASTIC,CROSSWALK,WHITE,24 IN LFT 48 $7.00 $336.00
46 LINE,THERMOPLASTIC,SOLID,WHITE,4 IN LFT 2,389 $0.60 $1,4 3 3.4 0
47 TRANSVERSE MARKINGS.PAINT,SOLID,YELLOW CROSSHATCH LINE,8 LFT. 114
IN. $5.00 $570.00
48 LINE,THERMOPLASTIC,SOLID,YELLOW,4 IN LFT 2,414 $0.60 $1,44 8.4 0
49 SNOWPLOWABLE RAISED PAVEMENT MARKER EACH 2 $210.00 $420.00
50 PAVEMENT MESSAGE MARKING,THERMOPLASTIC,"SHARK'S TEETH" LFT 59 $9.00 $531.0 0
51 LINE,THERMOPLASTIC,BROKEN,WHITE,6 IN (3'LINE,3'GAP) LFT 31 $3.00 $93.00
52 CONSTRUCTION SIGN,0 EACH 6 $300.00 $1,800.00
PART 3A TOTAL: $581,119.10
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PART 3B
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No,08-03 Base Bid
Roundabout Bypass Lane,WB 116th Street to NB Spring Mill Road
INOM DESCRIPTION UNIT QUANTITY PRICE TOTAL
1 CONSTRUCTION ENGINEERING LS 1 $3,800 $3,800.00
2 MOBILIZATION AND DEMOBILIZATION LS 1 $8,000 $8,0 0 0.0 0
3 CLEARING RIGHT OF WAY LS 1 $12,000 $12,000.00
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5 CURB AND GUTTER,REMOVE LFT 382 $6.00 $2,2 9 2.0 0
6 SIGN,SHEET,REMOVE EACH 4 $100.0C $400.00
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8 INLET,REMOVE EACH 2 $500.00 $1,000.00
9 EXCAVATION,COMMON CYS 198 $46.00 $9,108.00
TEMPORARY EROSION AND SEDIMENT CONTROL,CURB INLET
10 $130.00 $650.00
PROTECTION EACH 5 $
11 TEMPORARY SILT FENCE LFT 453 $2.00 $906.00
12 STRUCTURE BACKFILL,TYPE 1 CYS 11 $75.00 $825.00
13 CHEMICAL MODIFICATION,SOILS SYS 1,233 $6.00 $7,398.00
14 COMPACTED AGGREGATE,NO.53,BASE TON 268 $31.00 $8,3 0 8.0 0
15 MILLING,ASPHALT,11/2 IN. SYS 425 $8.00 $3,400.00 +!
16 HMA SURFACE,TYPE TON 27 $154.00 $4,158.00
17 HMA SURFACE,TYPEC TON 51 $150.00 $7,650.00
18 HMA INTERMEDIATE,TYPE A TON 81 $84.00 $6,804.00
19 HMA INTERMEDIATE,TYPE C TON 68 $100.00 $6,800.00 .
20 HMA INTERMEDIATE OG,TYPE C TON 131 $81.00 $10,611.00
21 HMA BASE,TYPE B TON 255 $71.00 $18,105.00
22 ASPHALT FOR TACK COAT TON 1 $740.00 $740.00
23 CURB RAMP,CONCRETE,G SYS 8 $193.00 $1,544.00
24 CURB AND GUTTER,CONCRETE,TYPE III LFT 104 $25.00 $2,6 0 0.0 0
25 CURB AND GUTTER,CONCRETE,TYPE II LFT 448 $17.00 $7,616.00
26 DECORATIVE PAD,CONCRETE,7 IN. LFT 40 $95.00 $3,8 0 0.0 0
27 TOPSOIL CYS 180 $19.00 $3,420.00
28 SODDING SYS, 536 $3.00 $1,608.00
29 PIPE,TYPE 2,CIRCULAR,I2IN LFT 47 $75.00 $3,525.00
30 PIPE END SECTION,12 IN. EACH 1 $500.00 $500.00
31 CASTING,ADJUST TO GRADE EACH 1 $600.00 $600.00
32 INLET,J10 EACH 1 $1,800 $1,800.00
33 INLET,M10 EACH 1 $1,800 $1,800.00
34 MAINTAINING TRAFFIC LS 1 $8,800 $8,800.00
35 SIGN POST,SQUARE,1,REINFORCED ANCHOR BASE LFT 33 $17.60 $580.80
36 SIGN,SHEET,RELOCATE EACH 2 $71.50 $143.00
37 SIGN,SHEET,ENCAPSULATED LENS WITH LEGEND,0.080 IN THICKNESS SFT 6 $23.10 $138.60
38 SIGN,SHEET,ENCAPSULATED LENS WITH LEGEND,0 100 IN.THICKNESS SFT 18 $26.40 $475.20 'I
39 HANDHOLE EACH 1 $1,100 $1,100.00
40 WIRE,NO.4,COPPER,IN PLASTIC DUCT,IN TRENCH,4 1/C LFT 55 $22.00 $1,210.00 ,)
41 DECORATIVE STREET LIGHT,RELOCATION EACH 1 $3,850 $3,8 5 0.0 0
42 PAVEMENT MESSAGE MARKINGS,REMOVE EACH 3 $96.00 $288.00
43 LINE,THERMOPLASTIC,BROKEN,WHITE,4 IN LFT 47 $1.70 $79.90
44 LINE,THERMOPLASTIC,SOLID,WHITE,4IN. LFT 100 $1.70 $170.00
45 LINE,THERMOPLASTIC,SOLID,WHITE,8 IN. LFT 157 $2.00 $314.00 f!
46 TRANSVERSE MARKINGS,THERMOPLASTIC,CROSSWALK LINE,6 IN LFT 65 $2.00 $130.00
47 PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC,LANE INDICATION EACH 3 $150.00 $450.00
ARROW
48 PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC,WORD(ONLY) EACH 2 $165.00 $330.00
49 LINE,THERMOPLASTIC,SOLID,WHITE,121N. LFT 27 $4.00 $108.00
50 LINE,THERMOPLASTIC,BROKEN,WHITE,6 IN (3'LINE,3'GAP) LFT 68
$3.00 $204.00
51 PAVEMENT MESSAGE MARKING,THERMOPLASTIC,"FISHHOOK ARROW' EACH 4 $400.00 $1,600.00
52 PAVEMENT MESSAGE MARKING,THERMOPLASTIC,"SHARKS TEETH" LFT 35 $9.00 $315.0 0
PART 3B TOTAL: $162, 054.50
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PART 3C
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No.08.03 Base Bid
Additional Entry Lanes for Spring Mill Road and 131st Street Roundabout
ITEM NO. DESCRIPTION UNIT QUANTITY PRNCB TOTAL
1 Construction Engineering LS 1 $4,300 $4,300.00
2 Mobilization and Demobilization LS 1 $10,000 $10,000.00
3 Clearing Right-of-Way LS 1 $18,000 $18,000.00
4 Concrete Curb,Remove LFT 781 $8.00 $6,248.00
5 Concrete Center Curb,Remove SYS 7 $100.00 $700.00
6 Concrete Curb Ramp,Remove SYS 27 $20.00 $54 0.0 0
7 Sign and Support,Remove EA 2 $50.00 $10 0.0 0
8 Asphalt Milling,1.5 In SYS 1,526 $4.00 $6,104.00
9 Linear Grading --- LFT 483 $15.00 $7,245.00
10 Temporary Silt Fence LFT 124 $2.00 $248.00
. 11 Subgrade Treatment.Type IA SYS 798 $11.00 $8,778.00
12 Compacted Aggregate,No.53,Base TON 88 $42.00 $3,6 9 6.0 0
13 HMA Surface,Type C TON 126 $128.00 $16,128.00
14 Widening withHMA,TypeC TON 396 $143.00 $56,628.00
15 HMA Surface.Type A TON 26 $138.00 $3,588.00
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16 HMA Intermediate,Type A TON 35 $111.00 $3,885.00
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17 Curb Ramp,Concrete SYS 40 $96.00 $3,8 4 0.0 0
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18 Combined Curb and GutterTypell LFT 483 $20.00 $9,660.00 l
19 Combined Curb and Gutter Type III LFT 240 $21.00 $5,04 0.0 0 .
20 Straight Concrete Curb LFT 16
$32.00 $512.00
21 Center Curb,D,Concrete SYS 6 $180.00 $1,080.00
22 Water kGAL 2 $100.00 $200.00
23 Topsoil CYS 38 $20.00 $760.00
24 Sodding,Nursery SYS 340
$3.00 $1,020.00
25 Pipe,Type 4,Circular,6 in.Double Wall,Smooth Interior LFT 449 $10.00 $4,490.00
26 Aggregate for Underdraln CYS 41 $28.00 $1,14 8.0 0
27 Geotextiles for Underdrain SYS 308 $3.00 $924.00
28 Construction Sign,A EA 14
$210.00 $2,940.00
29 Maintaining Traffic LSUM 1 $15,000 $15,000.00
30 Sign Post,Square,1,Reinforced Anchor Base LFT 73 $17.60 $1,284.80
31 Sign,Sheet,Encapsulated Lens with Legend,0.080 in. SFT 22 $23.00 $5 0 6.0 0
32 Reset Decorative Street Sign Assembly EA 1
$2,090 $2,090.00
33 Sign,Sheet Relocation EA 3 $71.50 $214.5 0
34 Concrete Foundation with Grounding,30 in.Diameter x 96 in. EA 1 $2,200 $2,2 0 0.0 0
35 Reset Street Light Pole Assembly EA 1 $1,650 $1,650.00
36 Wire,No.4,Copper,In Plastic Duct,In Trench,41/C LFT 17 $22.00 $3 74.0 0
37 Line,Thermoplastic,Dotted White,8 In 2'Line,2'Gap LFT 133 $2.00 $266.00
38 Line,Thermoplastic,Dotted White,4 in.2'Line,6'Gap LFT 100 $1.70 $170.00
39 Line,Thermoplastic,Solid,White,4 In_ LET 510 $1.70 $867.00
40 Line,Thermoplastic,Solid,Yellow,4 in. LFT 37 $1.70 $62.90
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41 Snowplowable Raised Pavement Marker EA 4 $200.00 $8 0 0.0 0
42 Pavement Message Markings,Thermoplastic,Lane Indication Arrow EA 4 $130.00 $520.00
43 Pavement Message Markings,Thermoplastic,Word(ONLY) EA 2 $170.00 $340.00
44 Transverse Markings,Thermoplastic,Crosswalk Line,24 in LFT 96 $7.00 $6 72.0 0
45 Transverse Markings,Thermoplastic,White Yield Line,27 in. LFT 30 $9.00 $2 70.0 0
46 Restore Landscape and Irrigation System LSUM 1 $7, 000 $7,0 0 0.0 0
PART 3C TOTAL: $212, 089.20
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PART 3D
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No.08.03 Base Bid
Roundabout Bypass Lane for EB 131st Street to SB Illinois Street
ITEM
NO. DESCRIPTION UNIT QUANTITY PRE TOTAL
1 Construction Engineering LS 1 $3800.00 $3 8 0 0 . 0 0
2 Mobilization and Demobilization LS 1 $7000.00 $7 0 0 0 . 0 0
3 Clearing Right-of-Way LS 1 $5000.00 $5 0 0 0 . 0 0
4 Concrete Curb,Remove LFT 296 $8 . 00 $2 3 6 8 . 0 0
5 Concrete Curb Ramp,Remove SYS 9 $50 . 00 $450 . 00
8 Sign and Support,Remove EA 2 $50 . 00 $10 0 . 0 0
7 Asphalt Milling,1 5 in. SYS 547 $5 . 00 $2 7 3 5 . 0 0
8 Linear Grading LFT 274 $15 . 0d $4110 . 00
9 Temporary Drop Inlet Protection EA 1 $200.00 $2 0 0 . 0 0
10 Temporary Silt Fence LFT 263 $2 . 00 $5 2 6 . 0 0
11 Subgrade Treatment,Type IA SYS 444 $12 . 00 $5328 . 00
12 Compacted Aggregate,No 53,Base TON 50 $52 . 00 $2 6 0 0 . 00
13 Colored and Jointed Concrete,7" SYS 39 $112 .00 $4368 . 00
14 HMA Surface,Type C TON 45 $170.0C $7650 . 00
15 Widening with HMA,Type C TON 250 $134.00 $33500 . 00
16 HMA Surface,Type A TON 15 $177.00 $2655 . 00
17 HMA Intermediate,Type A TON 25 $120.00 $3000 . 00
18 Curb Ramp,Concrete SYS 39 $18 9.0 0 $7371. 00
19 Combined Curb and Gutter Type II LFT 274 $20 . 00 $54 8 0 . 0 0
20 Straight Concrete Curb LFT 97 $30 . 00 $2 910 . 00
21 Center Curb,D,Concrete SYS 2 $258.00 $516 . 0 0
22 Water kGAL 1 $100.00 $100 . 00
23 Topsoil CYS 27 $20 . 00 $5 4 0 . 0 0
24 Sodding,Nursery SYS 242 $3 . 00 $7 2 6 . 0 0
25 Pipe,Type 4,Circular,6 in.Double Wall,Smooth Interior LFT 270 $10 . 00 $2700 . 00
26 Aggregate for Underdrain CYS 25 $30 . 00 $7 5 0 . 0 0
27 Geotextiles for Underdrain SYS 186 $5 . 00 $9 3 0 . 0 0
28 StructureNo.2 LSUM 1 $2500.00 $2500 . 00
29 Structure No.3 LSUM 1 $2500.00 $2500 . 00
30 Structure No 4 LSUM 1 $800.00 $8 0 0 . 0 0
31 Construction Sign,A EA 10 $210.00 $2100 . 00
32 Maintaining Traffic LSUM 1 $10000•00 $10 r 000 , 00
33 Sign Post,Square,1,Reinforced Anchor Base LFT 37 $17 . 60 $651 . 00
34 Sign,Sheet,Encapsulated Lens with Legend,0-080 in SFT 11 $23 . 10 $2 5 4 . 0 0
35 Sign,Sheet Relocation EA 2 $71. 5 0 $14 3 . 0 0
36 Concrete Foundation with Grounding,30 in.Diameter x 96 in. EA 1 $2200.00 $2200 . 00
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37 Reset Street Light Pole Assembly EA 1 91,650.00 $1, 650 . 00
38 Wre,No 4,Copper,In Plastic Duct.In Trench,4 1/C LFT 80 $22.00
$1, 760. 00 ,
39 Cable Duct Marker EA 1 $150.00 $150 . 00
40 Wire,No.4,Copper,In 2 in Galvanized Steel Conduit,4 1/C LFT 105 022.00 $2, 3 10 . 0 0
41 Conduit,Steel,Galvanized,2° LFT 28 $28.00 $7 8 4 . 0 0
42 Line,Thermoplastic,Dotted White,8 in 2'Line,2'Gap LFT 22 $5.00 $110 . 0 0
43 Line,Thermoplastic,Dotted White,4 In.2'Line.6'Gap LFT 77 $2.00 $15 4 . 0 0
44 line,Thermoplastic.Solid,White,4 in. LFT 301 $2.00 $6 0 2 . 0 0
45 Snowplowable Raised Pavement Marker EA 4 $200.00 $8 0 0 , 0 0
46 Pavement Message Markings,Thermoplastic,Lane Indication Arrow EA 2 $150.00 $300 . 00
47 Pavement Message Markings,Thermoplastic,Word(ONLY) EA 1 $200.00 $2 0 0 , 0 0
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48 Transverse Markings,Thermoplastic.Crosswalk Line,24 in. LFT 112 $7 . 00 $7 8 4 . 0 0
49 Transverse Markings,Thermoplastic,White Yield Line,27 in. LFT 8 $9.00 $7 2 . 0 0
50 Restore Landscape and Irrigation System LSUM 1 $7,000.00 $7, 000 . 00
PART 3D TOTAL: $145,237.30
PART 3A TOTAL: $581, 119 . 10
PART 3B TOTAL: $162, 054 . 50
PART 3C TOTAL: $212, 089.20
PART 3D TOTAL: $145,237 .30
BASE BID TOTAL : $1, 100, 500 . 10
SUBMITTED BY: Billy Poindexter
SIGNATURE f , a,t2c
TITLE: Pres dent •
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ADDRESS: 10443 E. 56th Street •
Indianapolis, IN 46236
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PART 3E
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No.08-03 Alternate Bid
Spring Mill Road Improvements between Dorset and 131st Street
I T E M DESCRIPTION UNIT QUANTITY PRICE TOTAL
1 EXCAVATION,COMMON CYS 974 $41.00 $39,934.00
2 CHEMICAL MODIFICATION,SOILS SYS 4,743 $5.60 $2 6,5 6 0.8 0
3 MILLING,ASPHALT,11/2 IN SYS 111 $9.00 $9,999.00
4 HMASURFACE,TYPEC TON 305 $100.00 $30,500.00
5 HMA INTERMEDIATE,TYPE C TON 494 $79.00 $39,026.00
6 HMA INTERMEDIATE,OG,TYPE C TON 559 $69.00 $3 8,5 71.0 0
7 HMA BASE,TYPE B TON 1,209 $58.00 $70,122.00
8 ASPHALT FOR TACK COAT TON 3 $630.00 $1,890.00
9 STRAIGHT CURB,CONCRETE LFT 1,877 $17.00 $31,909.00
10 CURB AND GUTTER,CONCRETE,TYPE II LFT 1,896 $14.00 $26,544.00
11 CURB TURNOUT EACH 8 $263.0C $2,104.00
12 TOPSOIL CYS 410 $18.00 $7,380.00
13 SODDING SYS 1,230 $3.00 $3,690.00
14 CASTING,ADJUST TO GRADE EACH 2 $800.00 $1,600.00
15 SIGN,RELOCATE EACH 1 $200.00 $200.00
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16 LINE,THERMOPLASTIC,SOLID,WHITE,4 1N. LFT 1,896 $0.60 $1,13 7.6 0
17 LINE,THERMOPLASTIC,SOLID,YELLOW,4 IN LFT 1,677 $0.60 $1,126.20
ALTERNATE BID TOTAL: $332,2 9 3 .6 0
SUBMITTED BY: Bill Poindexter J
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SIGNATURE IF', , / d,, �.�
TITLE: President
ADDRESS: P.O. Box 36399, Indian.i.olis, IN 46236
PART 4
CONTRACT DOCUMENTS AND ADDENDA
4.1 The Bidder agrees to be bound by the terms and provisions of all Contract Documents as
defined in the Standard General Conditions and incorporates such Contract Documents
herein by reference.
4.2 The Bidder acknowledges receipt of the following addenda:
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ADDENDUM NUMBER DATE
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Addendum Number 1 July 16, 2008
Addendum Number 2 July 21, 2008
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BID-8 1N220080273.FE.DOC
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PART 5
EXCEPTIONS
Instructions To Bidders:
5.1 The Bidder shall fully state each exception taken to the Specifications or other Contract
Documents in Section 5.3 of this Part.
5.2 Bidder is cautioned that any exception taken by Bidder and deemed by OWNER to be a
material qualification or variance from the terms of the Contract Documents may result
in this Bid being rejected as non-responsive.
5.3 Exceptions:
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BID-9 IN20o80273.0E.DOC
BIDDER'S ITEMIZED PROPOSAL
AND DECLARATIONS
City of Carmel
Instructions To Bidders:
This form shall be utilized by all Bidders. Except as otherwise specifically provided, all Parts
shall be fully and accurately filled in and completed and notarized
Project: Miscellaneous West Side Road Improvements, City of
Carmel Project#08-03
Proposal For Construction of: 1. Construction of a roundabout at the intersection of
Spring Mill Road and Dorset.
2. Construction of a roundabout bypass lane for WB 116th
Street to NB Spring Mill Road
3. Construction of additional entry lanes on the south and
east approaches of the Spring Mill Road and 131st Street
Roundabout.
4. Construction of a roundabout bypass lane for EB 131s`
Street to SB Illinois Street.
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Date: July 22, 2008
To: City of Carmel,Indiana,Board of Public Works and Safety
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BID-1 IN20080273.FE.DOC
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PART 1
BIDDER INFORMATION
(Print)
1.1 Bidder Name: Rieth-Riley Construction Co. , Inc.
1.2 Bidder Address: Street Address: 1751 W. Minnesota St. , PO Box 276
City: Indianapolis State: IN Zip: 46206
Phone: 317/634-5561 Fax: 317/631-6423
1.3 Bidder is a/an[mark one]
Individual Partnership x Indiana Corporation
Foreign(Out of State) Corporation; State:
Joint Venture Other
1.4 [The following must be answered if the Bidder or any of its partners or joint venture
parties is a foreign corporation. Note: To do business in or with the City of Cannel,
Indiana,foreign corporations must register with the Secretary of the State of Indiana as
required by the Indiana General Corporation Act as stated therein and expressed in the
Attorney General's Opinion #2, dated January 23, 1958.]
.1 Corporation Name:
.2 Address:
.3 Date registered with State of Indiana:
.4 Indiana Registered Agent:
Name:
Address:
BID-2 IN20080273.FE.DOC
PART 2
BID PROPOSAL
2.1 Base Bid(Required)
The undersigned Bidder proposes to furnish all necessary labor, machinery, tools,
apparatus, materials, equipment, service, and other necessary supplies, and to perform
and fulfill all obligations incident thereto in strict accordance with and within the time(s)
provided by the terms and conditions of the Contract Documents for the above described
Work and Project, including any and all addenda thereto, for the Unit Prices applicable to
the Contract Items as stated in Part 3 hereof, which Unit Prices, when multiplied by
estimated unit quantities for such Contract Items,total One Million Two Hundred Forty Eight
Thousand Seven Hundred Twenty and 00/100 Dollars ($ 1 .248.720.00 ). The
Bidder acknowledges that evaluation of the lowest Bid shall be based on such price and
further acknowledges that the unit quantities listed in Part 3 of this Proposal are estimates
solely for the purpose of Bid evaluation and Contract award, and are not to be construed
as exact or binding. The Bidder further understands that all Work which may result on
the Contract shall be compensated for on a Unit Price basis and that the OWNER and
ENGINEER cannot and do not guarantee the amount or quantity of any item of Work to
be performed or furnished under the Contract.
Alternate Bid
The undersigned Bidder proposes to furnish all necessary labor, machinery, tools,
apparatus, materials, equipment, service, and other necessary supplies, and to perform
and fulfill all obligations incident thereto in strict accordance with and within the time(s)
provided by the terms and conditions of the Contract Documents for the above described
Work and Project, including any and all addenda thereto, for the Unit Prices applicable to
the Contract Items as stated in Part 3 hereof, which Unit Prices, when multiplied by
estimated unit quantities for such Contract Items,total Three Hundred Eighty Eight
Thousand Seven Hundred Thirty Seven and 00/100 Dollars ($ 388,737.00 ). The
Bidder acknowledges that evaluation of the lowest Bid shall be based on such price and
further acknowledges that the unit quantities listed in Part 3 of this Proposal are estimates
solely for the purpose of Bid evaluation and Contract award, and are not to be construed
as exact or binding. The Bidder further understands that all Work which may result on
the Contract shall be compensated for on a Unit Price basis and that the OWNER and
ENGINEER cannot and do not guarantee the amount or quantity of any item of Work to
be performed or furnished under the Contract.
BID-3 IN20080273.FE.DOC
PART 3A
CONTRACT ITEMS AND UNIT PRICES
City of Cannel
Project No.08-03 Base Bid
Spring Mill Road and Dorset Roundabout
ITEM DESCRIPTION UNIT QUANTITY RICE TOTAL
1 CONSTRUCTION ENGINEERING LS 1 $5,400.00 $5,400.00
2 MOBILIZATION AND DEMOBILIZATION LS 1 $5,100.35 $5,100.35
3 CLEARING RIGHT OF WAY LS 1 $34,000.00 $34,000.00
4 PAVEMENT REMOVAL SYS 39 $34.00 $1,326.00
5 EXCAVATION,COMMON CYS 1,053 $54.00 $56,862.00
6 TEMPORARY CHECK DAM,STRAW BALES LFT 36 $13.00 $468.00
7 TEMPORARY DITCH INLET PROTECTION EACH 1
$95.00 $95.00
8 CHEMICAL MODIFICATION,SOILS SYS 4,706 $6.30 $29,647.80
9 COMPACTED AGGREGATE,NO.53 TON 292 $30.00 $8,760.00
10 MILLING,ASPHALT,1 1/2 IN. SYS 577 $11.00 $6,347.00
11 HMA SURFACE,TYPE C TON 407 $110.00 $44,770.00
12 HMA INTERMEDIATE,TYPE C TON 599 $77.00 $46,123.00
13 HMA BASE,TYPE B TON 1,496 $73.00 $109,208.00
14 HMA INTERMEDIATE,OG,TYPE C TON 706 $80.00 $56,480.00
15 ASPHALT FOR TACK COAT TON 5 $460.00 $2,300.00
16 CURB RAMP,CONCRETE,C SYS 8 $190.00 $1,520.00
17 CURB RAMP,CONCRETE,L SYS 8 $190.00 $1,520.00
18 SIDEWALK,CONCRETE,4 IN. SYS 96 $57.00 $5,472.00
19 7"DECORATIVE CONCRETE TRUCK APRON SYS 98 $170.00 $16,660.00
20 CONCRETE CURB END TREATMENT EACH 2 $1,100.00 $2,200.00
21 CURB TURNOUT EACH 6 $520.00 $3,120.00
22 MODIFIED ROLL CURB - - LFT 297 $28.00' ' '$8,316.00 - •
23 CURB AND GUTTER,CONCRETE,TYPE II LFT 1,259 $19.00 $23,921.00
24 STRAIGHT CURB,CONCRETE LFT 1,631 $15.00 $24,465.00
25 ROLL CURB,CONCRETE LFT 94 $27.00 $2,538.00
26 TOP SOIL CYS 999 $65.00 $64,935.00
27 SODDING SYS 2,999 $5.50 $16,494.50
28 VALVE BOX,ADJUST TO GRADE EACH 3 $1,100.00 $3,300.00
29 CASTING,ADJUST TO GRADE EACH 3 $350.00 $1,050.00
30 FIRE HYDRANT,RELOCATE EACH 1 $2,700.00 $2,700.00
31 DETOUR ROUTE MARKER ASSEMBLY EACH 40 $120.00 $4,800.00
32 CONSTRUCTION SIGN,A EACH 15 $190.00 $2,850.00
33 CONSTRUCTION SIGN,B EACH 7 $58.00 $406.00
34 MAINTAINING TRAFFIC LS 1 $8,700.00
$8,700.00
35 BARRICADE,Ill-A LFT 5 $44.00 $220.00
36 BARRICADE,III-B LFT 4 $53.00 $212.00
37 SIGN POST,SQUARE,1,REINFORCED ANCHOR BASE LFT 164 $16.00 $2,624.00
38 SIGN,SHEET,ENCAPSULATED LENS WITH LEGEND,0.080 IN.THICKNESS SFT 53 $21.00 $1,113.00
39 SIGN,SHEET,ENCAPSULATED LENS WITH LEGEND,0.100 IN.THICKNESS SFT 28 $24.00 $672.00
40 IRRIGATION CONDUIT,2 IN.(UNDISTRIBUTED) LFT 500 $20.00 $10,000.00
41 HANDHOLE,LIGHTING EACH 1 $1,000,00 $1,000.00
42 WIRE,NO.4,COPPER,IN PLASTIC DUCT,IN TRENCH,4 1/C LFT 395 $20.00 $7,900.00
43 DECORATIVE STREET LIGHT,WIRING AND INSTALLATION EACH 4 $9,800.00 $39,200.00
44 LIGHTING POWER DISTRIBUTION PANEL EACH 1 $7,000.00 $7,000.00
45 TRANSVERSE MARKINGS,THERMOPLASTIC,CROSSWALK,WHITE,24 IN. LFT 48 $6.30 $302.40
46 LINE,THERMOPLASTIC,SOLID,WHITE,4 IN. LFT 2,389 $0.55 $1,313.95
47 TRANSVERSE MARKINGS,PAINT,SOLID,YELLOW CROSSHATCH LINE,8 LFT 114 $433.20
IN. $3.80
48 LINE,THERMOPLASTIC,SOLID,YELLOW,4 IN. LFT 2,414 $0.55 $1,327.70
49 SNOWPLOWABLE RAISED PAVEMENT MARKER EACH 2 $190.00 $380.00
50 PAVEMENT MESSAGE MARKING,THERMOPLASTIC,"SHARK'S TEETH" LFT 59 $7.80 $460.20
51 LINE,THERMOPLASTIC,BROKEN,WHITE,6 IN.(3'LINE,3'GAP) LFT 31 $1.90 $58.90
52 CONSTRUCTION SIGN,D EACH 6 $280.00 $1,680.00
PART 3A TOTAL: $677,752.00
I
PART 3B
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No.08-03 Base Bid '
Roundabout Bypass Lane,I'YB 116th Street to NB Spring Mill Road
ITEM
NO DESCRIPTION UNIT QUANTITY PRICE
TOTAL
1 CONSTRUCTION ENGINEERING LS 1 $2,800.00 $2,800.00
2 MOBILIZATION AND DEMOBILIZATION LS 1 $5,100.40 $5,100.40
3 CLEARING RIGHT OF WAY LS 1 $14,000.00 $14,000.00
4 $0.00 $0.00
5 CURB AND GUTTER,REMOVE LFT 382 $10.00 $3,820.00
6 SIGN,SHEET,REMOVE EACH 4 $250.00 $1,000.00
7 $0.00 $0.00
8 INLET,REMOVE EACH 2 $220.00 $440.00
9 EXCAVATION,COMMON CYS 198 $59.00 $11,682.00
10 TEMPORARY EROSION AND SEDIMENT CONTROL,CURB INLET EACH 5 $475.00
PROTECTION $95.00
11 TEMPORARY SILT FENCE LFT 453 $1.30 $588.90
12 STRUCTURE BACKFILL,TYPE 1 CYS 11 $20.00 $220.00
13 CHEMICAL MODIFICATION,SOILS SYS 1,233 $7.30 $9,000.90
14 COMPACTED AGGREGATE,NO.53,BASE TON 268 $30.00 $8,040.00
15 MILLING,ASPHALT,1 1/2 IN. SYS 425 $13.00 $5,525.00
16 HMA SURFACE,TYPE A TON 27 $100.00 $2,700.00
17 HMA SURFACE,TYPE C TON 51 $110.00 $5,610.00
18 HMA INTERMEDIATE,TYPE A TON 81 $77.00 $6,237.00
19 HMA INTERMEDIATE,TYPE C TON 68 $75.00 $5,100.00
20 HMA INTERMEDIATE OG,TYPE C TON 131 $80.00 $10,480.00
21 HMA BASE,TYPE B TON 255 $70.00 $17,850.00
22 ASPHALT FOR TACK COAT TON 1 $460.00 $460.00
23 CURB RAMP,CONCRETE,G SYS 8 $190.00 $1,520.00
24 CURB AND GUTTER,CONCRETE,TYPE III LFT 104 $19.00 $1,976.00
25 CURB AND GUTTER,CONCRETE,TYPE II LFT 448 $19.00 $8,512.00
26 DECORATIVE PAD,CONCRETE,7 IN. LFT 40 $190.00 $7,600.00
27 TOP SOIL CYS 180 $59.00 $10,620.00
28 SODDING SYS 536 $5.50 $2,948.00
29 PIPE,TYPE 2,CIRCULAR,12 IN. LFT 47 $68.00 $3,196.00
30 PIPE END SECTION,12 IN. EACH 1 $670.00 $670.00
31 CASTING,ADJUST TO GRADE EACH 1 $330.00 $330.00
32 INLET,J10 EACH 1 $1,800.00 $1,800.00
33 INLET,M10 EACH 1 $1,900.00 $1,900.00
34 MAINTAINING TRAFFIC LS 1 $500.00 $500.00
35 SIGN POST,SQUARE,1,REINFORCED ANCHOR BASE LFT 33 $16.00 $528.00
36 SIGN,SHEET,RELOCATE EACH 2 $65.00 $130.00
37 SIGN,SHEET,ENCAPSULATED LENS WITH LEGEND,0.080 IN.THICKNESS SFT 6 $21.00 $126.00
38 SIGN,SHEET,ENCAPSULATED LENS WITH LEGEND,0.100 IN.THICKNESS SFT 18 $24.00 $432.00
39 HANDHOLE EACH 1 $1,000.00 $1,000.00
40 WIRE,NO.4,COPPER,IN PLASTIC DUCT,IN TRENCH,4 1/C LFT 55 $20.00 $1,100.00
41 DECORATIVE STREET LIGHT,RELOCATION EACH 1 $3,500.00 $3,500.00
42 PAVEMENT MESSAGE MARKINGS,REMOVE EACH 3 $87.00 $261.00
43 LINE,THERMOPLASTIC,BROKEN,WHITE,4 IN. LFT 47 $1.60 $75.20
44 LINE,THERMOPLASTIC,SOLID,WHITE,4 IN. LFT 100 $1.60 $160.00
•45 LINE,THERMOPLASTIC,SOLID,WHITE,8 IN. LFT 157 $1.90 $298.30
46 TRANSVERSE MARKINGS,THERMOPLASTIC,CROSSWALK LINE,6 IN. LFT 65 $1.80 $117.00
47 PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC,LANE INDICATION EACH 3 $360.00
ARROW $120.00
48 PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC,WORD(ONLY) EACH 2 $150.00 $300.00
49 LINE,THERMOPLASTIC,SOLID,WHITE,12 IN. LFT 27 $3.30 $89.10
50 LINE,THERMOPLASTIC,BROKEN,WHITE,6 IN.(3'LINE,3'GAP) LFT 68 $1.90 $129.20
51 PAVEMENT MESSAGE MARKING,THERMOPLASTIC,"FISHHOOK ARROW" EACH 4 $370.00 $1,480.00
52 PAVEMENT MESSAGE MARKING,THERMOPLASTIC,"SHARK'S TEETH" LFT 35 $7.80 $273.00
1
PART 3B TOTAL: $163,060.00 1
PART 3C
CONTRACT ITEMS AND UNIT PRICES
City of Cannel
Project No.08-03 Base Bid
Additional Entry Lanes for Spring Mill Road and 131st Street Roundabout
ITEM
NO DESCRIPTION UNIT QUANTITY PRICE TOTAL
1 Construction Engineering LS 1 $2,900.00 $2,900.00
2 Mobilization and Demobilization LS 1 $980.50 $980.50
3 Clearing Right-of-Way LS 1 $14,000.00 $14,000.00
4 Concrete Curb,Remove LFT 781 $12.00 $9,372.00
5 Concrete Center Curb,Remove SYS 7 $63.00 $441.00
6 Concrete Curb Ramp,Remove SYS 27 $56.00 $1,512.00
7 Sign and Support,Remove EA 2 $35.00 $70.00
8 Asphalt Milling,1.5 in. SYS 1,526 $7.00 $10,682.00
9 Linear Grading LFT 483 $49.00 $23,667.00
10 Temporary Silt Fence LFT 124 $1.30 $161.20
11 Subgrade Treatment,Type IA SYS 798 $35.00 $27,930.00
12 Compacted Aggregate,No.53,Base TON 88 $32.00 $2,816.00
13 HMA Surface,Type C TON 126 $120.00 $15,120.00
14 Widening with HMA,Type C TON 396 $110.00 $43,560.00
15 HMA Surface,Type A TON 26 $150.00 $3,900.00
16 HMA Intermediate,Type A TON 35 $110.00 $3,850.00
17 Curb Ramp,Concrete SYS 40 $190.00 $7,600.00
18 Combined Curb and Gutter Type II LFT 483 $19.00 $9,177.00
19 Combined Curb and Gutter Type III LFT 240 $19.00 $4,560.00
20 Straight Concrete Curb LFT 16 $64.00 $1,024.00
21 Center Curb,D,Concrete SYS 6 $220.00 $1,320.00
22 Water kGAL 2 $50.00 $100.00
23 Topsoil CYS 38 $89.00 $3,382.00
24 Sodding,Nursery SYS 340 $5.70 $1,938.00
25 Pipe,Type 4,Circular,6 in.Double Wall,Smooth Interior LFT 449 $16.00 $7,184.00
26 Aggregate for Underdrain CYS 41 $87.00 $3,567.00
27 Geotextiles for Underdrain SYS 308 $7 20 $2,217.60
28 Construction Sign,A EA 14 $190.00 $2,660.00
29 Maintaining Traffic LSUM 1 $9,900.00 $9,900.00
30 Sign Post,Square,1,Reinforced Anchor Base LFT 73 $16.00 $1,168.00
31 Sign,Sheet,Encapsulated Lens with Legend,0.080 in. SFT 22 $21.00 $462.00
32 Reset Decorative Street Sign Assembly EA 1 $1,900.00 $1,900.00
33 Sign,Sheet Relocation EA 3 $65.00 $195.00
34 Concrete Foundation with Grounding,30 in.Diameter x 96 in. EA 1 $2,000.00 $2,000.00
35 Reset Street Light Pole Assembly EA 1 $1,500.00 $1,500.00
36 Wire,No.4,Copper,In Plastic Duct,In Trench,4 1/C LFT 17 $20.00 $340.00
37 Line,Thermoplastic,Dotted White,8 in.2'Line,2'Gap LFT 133
$1.90 $252.70
38 Line,Thermoplastic,Dotted White,4 in.2'Line,6'Gap LFT 100 $1.60 $160.00
39 Line,Thermoplastic,Solid,White,4 in. LFT 510 $1.60 $816.00
40 Line,Thermoplastic,Solid,Yellow,4 in. LFT 37
$1.60 $59.20
41 Snowplowable Raised Pavement Marker EA 4 $190.00 $760.00
42 Pavement Message Markings,Thermoplastic,Lane Indication Arrow EA 4 $120.00 $480.00
43 Pavement Message Markings,Thermoplastic,Word(ONLY) EA 2 $150.00 $300.00
44 Transverse Markings,Thermoplastic,Crosswalk Line,24 In. LFT 96 $6.30 $604.80
45 Transverse Markings,Thermoplastic,White Yield Line,27 in. LFT 30
$7.80 $234.00
46 Restore Landscape and Irrigation System LSUM 1 $6,400.00 $6,400.00
PART 3C TOTAL: $233,223.00
PART 3D
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No.08-03 Base Bid
Roundabout Bypass Lane for EB 131st Street to SB Illinois Street
INO DESCRIPTION UNIT I QUANTITY PRICE TOTAL
1 Construction Engineering LS 1 $2,400.00 $2,400.00
2 Mobilization and Demobilization LS 1 $980.50 $980.50
3 Clearing Right-of-Way LS 1 $14,000.00 $14,000.00
4 Concrete Curb,Remove LFT 296 $12.00 $3,552.00
5 Concrete Curb Ramp,Remove SYS 9 $60.00 $540.00
6 Sign and Support,Remove EA 2 $35.00 $70.00
7 Asphalt Milling,1.5 in. SYS 547 $11.00 $6,017.00
8 Linear Grading LFT 274 $53.00 $14,522.00
9 Temporary Drop Inlet Protection EA 1 $95.00 $95.00
10 Temporary Silt Fence LFT 263 $1.30 $341.90
11 Subgrade Treatment,Type IA SYS 444 $40.00 $17,760.00
12 Compacted Aggregate,No.53,Base TON 50 $30.00 $1,500.00
13 Colored and Jointed Concrete,7" SYS 39 $180.00 $7,020.00
14 HMA Surface,Type C TON 45 $130.00 $5,850.00
15 Widening with HMA,Type C TON 250 $120.00 $30,000.00
16 HMA Surface,Type A TON 15 $190.00 $2,850.00
17 HMA Intermediate,Type A TON 25 $120.00 $3,000.00
18 Curb Ramp,Concrete SYS 39 $190.00 $7,410.00
19 Combined Curb and Gutter Type II LFT 274 $20.00 $5,480.00
20 Straight Concrete Curb LFT 97 $34.00 $3,298.00
21 Center Curb,D,Concrete SYS 2 $310.00 $620.00
22 Water kGAL 1 $50.00 $50.00
23 Topsoil CYS 27 $83.00 $2,241.00
24 Sodding,Nursery SYS 242 $7.00 $1,694.00
25 Pipe,Type 4,Circular,6 in.Double Wall,Smooth Interior LFT 270 $13.00 $3,510.00
26 Aggregate for Underdrain CYS 25 $87.00 $2,175.00
27 Geotextiles for Underdrain SYS 186 $7 20 $1,339.20
28 Structure No.2 LSUM 1 $3,700.00 $3,700.00
29 Structure No.3 LSUM 1 $2,300.00 $2,300.00
30 Structure No.4 LSUM 1 $580.00 $580.00
31 Construction Sign,A EA ' . 10 $190.00 $1,900.00
32 Maintaining Traffic LSUM 1 $9,900.00 $9,900.00
33 Sign Post,Square,1,Reinforced Anchor Base LFT 37 $16.00 $592.00
34 Sign,Sheet,Encapsulated Lens with Legend,0.080 in. SFT 11 $21.00 $231.00 I
35 Sign,Sheet Relocation EA 2 $65.00 $130.00
36 Concrete Foundation with Grounding,30 in.Diameter x 96 in. EA 1 $2,000.00 $2,000.00
37 Reset Street Light Pole Assembly EA 1 $1,500.00 $1,500.00
38 Wire,No.4,Copper,In Plastic Duct,In Trench,4 1/C LFT 80 $20.00 $1,600.00
39 Cable Duct Marker EA 1 $130.00 $130.00
40 Wire,No.4,Copper,In 2 in.Galvanized Steel Conduit,4 1/C LFT 105 $20.00 $2,100.00
41 Conduit,Steel,Galvanized,2" LFT 28 $25.00 $700.00
42 Line,Thermoplastic,Dotted White,8 in.2'Line,2'Gap LFT 22 $3.80 $83.60
43 Line,Thermoplastic,Dotted White,4 in.2'Line,6'Gap LFT 77 $1.60 $123.20
44 Line,Thermoplastic,Solid,White,4 in. LFT 301 $1.60 $481.60
45 Snowplowable Raised Pavement Marker EA 4 $190.00 $760.00
46 Pavement Message Markings,Thermoplastic,Lane Indication Arrow EA 2 $120 00 $240.00
47 Pavement Message Markings,Thermoplastic,Word(ONLY) EA 1 $150.00 $150.00
48 Transverse Markings,Thermoplastic,Crosswalk Line,24 in. LFT 112 $6.30 $705.60
49 Transverse Markings,Thermoplastic,White Yield Line,27 in. LFT 8 $7.80 $62.40
50 Restore Landscape and Irrigation System LSUM 1 $6,400.00 $6,400.00
PART 3D TOTAL: $174,685.00
PART 3A TOTAL: $677,752.00
PART 3B TOTAL: $163,060.00
PART 3C TOTAL: $233,223.00
PART 3D TOTAL: $174,685.00
BASE BID TOTAL : $1,248,720.00
SUBMITTED : . Reth_-.Riley-- o traetiorre.., nc. •
SIGNATURE 11 � -
TITLE: ® P:u .. e, Regional VP eentral Indiana
ADDRESS: 1751 W. Minnesota St., Indianap'ciis,-IN 46221.- _
I
PART 3E
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No.08-03 Alternate Bid
Spring Mill Road Improvements between Dorset and 131st Street
ITEM P
NO. DESCRIPTION UNIT QUANTITY RICE TOTAL
1 EXCAVATION,COMMON CYS 974 $42.00 $40,908.00
2 CHEMICAL MODIFICATION,SOILS SYS 4,743 $6.30 $29,880.90
3 MILLING,ASPHALT,1 1/2 IN. SYS 111 $25.00 $2,775.00
4 HMA SURFACE,TYPE C TON 305 $110.00 $33,550.00
5 HMA INTERMEDIATE,TYPE C TON 494 $78.00 $38,532.00
6 HMA INTERMEDIATE,OG,TYPE C TON 559 $83.00 $46,397.00
7 HMA BASE,TYPE B TON 1,209 $73.00 $88,257.00
8 ASPHALT FOR TACK COAT TON 3 $460.00 $1,380.00
9 STRAIGHT CURB,CONCRETE LFT 1,877 $16.00 $30,032.00
10 CURB AND GUTTER,CONCRETE,TYPE II LFT 1,896 $19.00 $36,024.00
11 CURB TURNOUT EACH 8 $520.00 $4,160.00
12 TOP SOIL CYS 410 $65.00 $26,650.00
13 SODDING SYS 1,230 $5.50 $6,765.00
14 CASTING,ADJUST TO GRADE EACH 2 $600.00 $1,200.00
15 SIGN,RELOCATE EACH 1 $150.95 $150.95
16 LINE,THERMOPLASTIC,SOLID,WHITE,4 IN. LFT 1,896 $0.55 $1,042.80
17 LINE,THERMOPLASTIC,SOLID,YELLOW,4 IN. LFT 1,877 $0.55 $1,032.35
ALTERNATE BID TOTAL: $388,737.00
SUBMITTED B • Rieth-Rile Con tr`uction Co., Inc.
T
SIGNAT E r _ - -
r - '-- =
TITLE: Paul J.Tate, Regional VP:Central Indiar a
ADDRESS: 1751 W. Minnesota St., Indianapolis,'IN 46221
PART 4
CONTRACT DOCUMENTS AND ADDENDA
4.1 The Bidder agrees to be bound by the terms and provisions of all Contract Documents as
defined in the Standard General Conditions and incorporates such Contract Documents
herein by reference.
4.2 The Bidder acknowledges receipt of the following addenda:
ADDENDUM NUMBER DATE
1 7/16/08
2 7/21/08
BID-8 IN20080273.FE.DOC
PART 5
EXCEPTIONS
Instructions To Bidders:
5.1 The Bidder shall fully state each exception taken to the Specifications or other Contract
Documents in Section 5.3 of this Part.
5.2 Bidder is cautioned that any exception taken by Bidder and deemed by OWNER to be a
material qualification or variance from the terms of the Contract Documents may result
in this Bid being rejected as non-responsive.
5.3 Exceptions:
None.
•
BID-9 1N20080273.FE.DOC
Form Prescribed by State Board of Accounts 900549-5253934 General Form No.99 P(Rev. 1987)
CITY OF' CARMEL-TOPICS LEGALS To: INDIANA NEWSPAPERS
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Pursuant to the provisions and penalties of Chapter 155,Acts of 1953,
I hereby certify that the foregoing account is just and correct,that the amount claimed is legally due,after
allowing all just credits,and that no part of the same has been paid.
DATE: 07/09/2008 "�
Title
900549-5253934 PUBLISHER'S AFFIDAVIT
State of Indiana SS:
CR iCeremBdl,ai a I Hamilton County
Notice Is hereby gyiven that
the Board of Public Works'
Safety-for the City of
Carmel, Hamecei C tteYd Personally appeared before me,a notary public in and for said county and state,
Indiana will receive sealus)
bids-.for - Miscellaneous
West Side roj Road Improve-
Tts Project"at the office
of the Clerk Measurer,one
Civic square Carmel,Ind,_] the undersigned Karen Mullins who,being duly sworn,says that SHE is clerk
ana(City Hall)10:00 AM Lo-, g > g Y > Y
,cal Time on or before July
22nd,2008,and commenc-
ing as soon as.practicableI
thereafter on the same
date such bids will be nub-1 oft the Noblesville Ledger a newspaper of general circulation
Iloiny opened and read a oud
in the Council Chambers of
City Hall.No late bids will
All bids and proposals shall printed and published in the English language in the city of NOBLESVILLE in state
7 be properly and completely
r executed on the proposal .
forms provided with,the
wlhlch wilitlineludg the Inon- and county aforesaid,and that the printed matter attached hereto is a true copy,
I collusion affidavit as re-
) quired by the State of Indl-
g ana.The bid envelope must
)wo radBl-a Adis cavaee ohe
which was duly published in said paper for 2 time(s),between the dates of:
West Side Road Improve-
)d mem eets b 8 C
o f Carmel Pro-
d A chebcIn baon n d mor ncortfied 07/02/2008 and 07/09/2008
I)than ten percent=i)of
she amodnt,hid must hA
submitted with each bid.A
11 oe hedrtrem anp onne t
)I payme nt
bond will also be
reqquired on the successful
`hidtler.It is Intended that
•actual construction of all
2 work divisions shall be -
1 started as soon/as anti- - Title
F shale an a tired t genter
shall Abepr p
romptlYY into a construe-
Lon contraM.furnish a per-'
f ork wit boncrikym the Subscribed and sworn to before me on 07/0 A 008
work nee bot lay I e
'event tbi aco r me a to I
him. •� IIA n pre-hid conference will
not be held for this protect
The Project consists of,but � �
capper 1,76vgjual�i j
riot to attend the is bid; `�
con erence•or public tied; e � �
callno 9 notie(yetie �Ptlye of
Carmel mgseaiOffice LOUISE M.POWELL Notar Public
forty-eight(4a)hours pr o� NOTARY PUBLIC
thereto. withdawl SEAL
No bidder may
any-bldrrprortoysalw'�thina STATE OF INDIANA
Form 65-R ;lowing the date05e[ato My commission expires: ,
receiving bids or Proposals.. "`• •` Ot 6
The Carmel Board of
Works and Safety reserves
the right to hold any or all;
bids or proposals for a pe-
riod of not more than thirty
t.oposalsshad remain insfull
forge and effect during said
•reserves the night to re eet`
and/or cancel any ann all
bids, solicitations and/or
offers in whole or in part as
s deified in the solicita-,
'bbesst winterests not the l'
tegrminyedrlbythe p rch Igo-g I •
,
ICe 22.11 cc0rance wan',
• Diana L Corday. l
Clerk-Treasurer
tNt-7/2.7/9-5253934)