HomeMy WebLinkAboutFORM OF BID OR PROPOSAL - K CUNNINGHAM CONSTRUCTION FORM OF BID OR PROPOSAL
F.Y.2008 WEST COMMERCIAL ST.EXTENSION,
RIVER ROAD RELOCATION,AND STORM WATER PUMP STATION
CONTRACT NO.720
RM-8155(671)--9D-07
CITY OF WATERLOO,IOWA
Honorable Mayor and City Council
Waterloo,Iowa
Gentlemen:
1. The undersigned,being a Corporation existing under the laws of the State of Iowa ,
a Partnership consisting of the following partners
,having familiarized(himself)(themselves)
(itself)with the existing conditions on the project area affecting the cost of the work,and with
all the contract documents listed in the Table of Contents and Addenda(if any), as prepared by
Wayne Claassen Engineering and Surveying, Inc.,are now on file in the office of the City
Clerk, City Hall, Waterloo, Iowa, hereby proposes to furnish all supervision,technical
personnel, labor,materials,machinery,tools,appurtenances,equipment, and services,
including utility and transportation services required to construct and complete this F.Y.2008
WEST COMMERCIAL ST.EXTENSION,RIVER ROAD RELOCATION,AND
STORM WATER PUMP STATION,Contract No. 720,all in accordance with the above-
listed documents and for the unit prices for work in place for the following items and
quantities:
ITEM EST. UNIT TOTAL
NO. DESCRIPTION UNITS QTY. PRICE PRICE
BASE BID
001. Clearing and Grubbing L.S. 1 13,000.00 13,000.00
002. Excavation, class 10 C.Y. 13,802 9.00 124,218.00
003. Place and Compact clean fill material C.Y. 10,679 9.00 96,111.00
004. Silt Fence(Erosion control fencing) L.F. 6570 2.10 13,797.00
005. Topsoil, furnish and spread C.Y. 4323 17.00 73,491.00
006. Seed, fertilize, and mulch(IDOT urban mix) ACRES 5.45 2,750.00 14,987.50
007. Removal of Floor slabs(PCC) S.Y. 32,644 4.90 159,955.60
Form of Bid CONTRACT NO. 720 PAGE 1 OF 10
ADDENDUM NO. 1
008. Removal of foundations-Column Piers C.Y. 128.5 72.50 9,316.25
009. Removal of steam tunnel Walls C.Y. 117 72.50 8,482.50
010. Pavement removal,P.C.C. S.Y. 12,777 4.90 62,607.30
011. Pavement removal,A.C.C. S.Y. 5643 3.89 21,951.27
012. Removal of driveway, P.C.C. S.Y. 361 4.00 1,444.00
013. Removal of sidewalk or bikeway S.Y. 566 4.00 2,264.00
014. Removal of Granular surfacing S.Y. 425 3.50 1,487.50
015. Removal of concrete retaining walls C.Y. 126 72.50 9,135.00
016. Removal of Storm Sewer structures Each 40 750.00 30,000.00
017. Removal of storm Sewer pipe, 12-inch dia. L.F. 2578 16.00 41,248.00
or less
018. Removal of storm Sewer pipe, 15-inch thru L.F. 1514 19.50 29,523.00
24-inch dia.
019. Removal of storm Sewer pipe,27-inch thru L.F. 38 27.50 1,045.00
36-inch dia.
020. Removal and Relocation of chainlink fence L.F. 441 34.50 15,214.50
021. Removal of bollards Each 26 100.00 2,600.00
022. Removal of guardrail L.F. 52 7.00 364.00
023. Removal of light poles Each 12 400.00 4,800.00
024. Removal of concrete footings for light poles Each 12 750.00 9,000.00
025. Removal of traffic sign Each 8 50.00 400.00
026. Removal of street sign Each 1 50.00 50.00
027. Removal of traffic signalization L.S. 1 750.00 750.00
028. Removal of 2 abandoned concrete bases L.S. 1 1,500.00 1,500.00
Form of Bid CONTRACT NO. 720 PAGE 2 OF 10
ADDENDUM NO.2
029. Removal of traffic signal pole base Each 4 1,000.00 4,000.00
030. Removal of traffic signal pole w/mastarm Each 2 900.00 1,800.00
031. Removal of traffic signal pole Each 2 300.00 600.00
032. Removal of Core Duct L.F. 1134 100.00 113,400.00
033. Adjustmen of fixtures Each 2 1,450.00 2,900.00
034. Storm Sewer intake,IDOT RA-40 Each 21 3,500.00 73,500.00
035. Storm Sewer intake,IDOT RA-40, modified Each 2 3,750.00 7,500.00
036. Storm Sewer intake,IDOT RA-41 Each 1 4,250.00 4,250.00
037. Stomr sewer manhole, IDOT RA-50 Each 5 2,350.00 11,750.00
038. Storm Sewer manhole,IDOT RA-50, Each 4 3,100.00 12,400.00
Modified-60"Dia.
039. Storm Sewer manhole,IDOT RA-50, Each 3 3,800.00 11,400.00
Modified-72" Dia.
040. Storm Sewer manhole,IDOT RA-50, Each 1 4,900.00 4,900.00
Modified-84" Dia.
041. Storm Sewer manhole,IDOT RA-50, Each 3 5,400.00 16,200.00
Modified-96" Dia.
042. Storm Sewer manhole,IDOT RA-50, Each 1 26,500.00 26,500.00
Modified-120" Dia.
043. Storm Sewer manhole,IDOT RA-50, Each 1 33,500.00 33,500.00
Modified-144" Dia.
044. Storm Sewer manhole,IDOT RA-63, Each 2 1,750.00 3,500.00
045. Bar Screen, As Per Plan L.S. 1 12,750.00 12,750.00
046. Storm Sewer, 15-inch dia., 2000D RCP L.F. 1152.9 28.50 32,857.65
047. Storm Sewer, 18-inch dia.,2000D RCP L.F. 1006.7 29.50 29,697.65
Form of Bid CONTRACT NO. 720 PAGE 3 OF 10
ADDENDUM NO. 1
048. Storm Sewer,24-inch dia., 2000D RCP L.F. 541.0 32.50 17,582.50
049. Storm Sewer, 30-inch dia., 2000D RCP L.F. 1,032.2 44.50 45,932.90
050. Storm Sewer, 36-inch dia., 2000D RCP L.F. 269.8 49.50 13,355.10
051. Storm Sewer,42-inch dia.,2000D RCP L.F. 394.9 65.00 25,668.50
052. Storm Sewer, 54-inch dia.,2000D RCP L.F. 203.0 85.00 17,255.00
053. Storm Sewer, 60-inch dia.,2000D RCP L.F. 78.2 160.00 12,512.00
054. Storm Sewer, 72-inch dia., 2000D RCP L.F. 155.1 185.00 28,693.50
055. Connection of Existing Storm Sewer Each 6 1,000.00 6,000.00
056. Spcial backfill material, 6" layer-furnished S.Y. 25,335 5.00 126,675.00
and placed
057. Special backfill material, 18"thick,crushed S.Y. 25,335 3.50 88,672.50
concrete-placement of owner furnished
material
058. Geogrid, Tensar BX1100 or equal S.Y. 50,670 2.75 139,342.50
059. Pavement,P.C.C., 9-inch thick, IDOT S.Y. 19,693 35.45 698,116.85
class C
060. Driveways, 7"P.C.C. S.Y. 3,696 28.75 106,260.00
061. Driveways, 8",P.C.C. S.Y. 774 34.50 26,703.00
062. Sidewalk, 5" P.C.C. S.Y. 1392 30.50 42,456.00
063. Detectable warnings for curb ramps S.F. 120 27.00 3,240.00
064. Bikeway, 5"P.C.C. S.Y. 1604 22.35 35,849.40
065. P.C.Concrete Retaining Wall C.Y. 9.62 1,500.00 14,430.00
066. Fence,Chain Link,48 in.height L.F. 35.33 63.15 2,231.09
067. Painted pavement markings, symbols and Each 24 40.00 960.00
legends
Form of Bid CONTRACT NO.720 PAGE 4 OF 10
ADDENDUM NO. 1
068. Painted pavement markings STA 117.66 90.0C 10,589.40
069. Earth shoulder construction STA 89 170.0C 15,130.00
070. Signs,type A S.F. 81.00 21.00 1,701.00
071. Wood posts for signs L.F. 196 10.00 1,960.00
072. Detector Loops Each 3 900.0( 2,700.00
073. DELETED _
074. Electrical circuits L.F. 193 12.00 2,316.00
075. Handholes Each 1 600.00 600.00
076. Conduit,4-inch PVC, schedule 80 L.F. 88 5.00 440.00
077. Conduit,4-inch PVC, schedule 40 L.F. 391 8.00 3,128.00
078. Road closure,RE-3B Each 4 600.00 2,400.00
079. Decorative cement concrete pavement L.S. 1 11,100.00 11,100.00
080. Driveway surfacing,class A,crushed stone Tons 103 17.50 1,802.50
081. Drain connection, 1" dia.,complete Each 1 1,400.00 1,400.00
082. Drain copper, 1" dia. L.F. 57 29.00 1,653.00
083. DELETED
084. Field Office Each 1 2,000.00 2,000.00
085. Compliance with special provision L.S. 1 290,000.00 290,000.00
JD-RCRA
086. Traffic Control L.S. 1 27,500.00 27,500.00
087. Maintenance Bond,2-year L.S. 1 52,000.00 52,000.00
088. Pump Station construction, as per plan, L.S. 1 1,894,950.00 1,894,950.00
with installation of Pump Nos. 1 and 2
and controls
Form of Bid CONTRACT NO. 720 PAGE 5 OF 10
ADDENDUM NO. I
089. Forcemain, 36-inch L.F. 589.2 200.00 117,840.00
090. Bend, 36-inch x 45 degrees Each 1 5,400.00 5,400.00
091. Bend, 36-inch x 22 1/2 degrees Each 2 4,950.00 9,900.00
092. Bend, 30-inch x 90 degrees Each 1 5,100.00 5,100.00
093. Reducing Bend, 36-inch x 30-inch Each 1 10,250.00 10,250.00
x 90 degrees
094. Gatewell modificaitons, as per plan L.S. 1 11,500.00 11,500.00
095. Light Bases Each 2 750.00 1,500.00
096. Relocation of Street Light Each 2 850.00 1,700.00
097. Street Lighting Modifications L.S. 1 21,000.00 21,000.00
098. Electrical Control Panel Relocation L.S. 1 4,000.00 4,000.00
099. Removal of Grade Beams C.Y. 46 72.50 3,335.00
100. Selected Backfill Material C.Y. 13,278 6.75 89,626.50
101. Water Mgal 1,000 10.00 10,000.00
102. Removal of Pavement, P.C.C. Off-site S.Y. 6503 6.50 42,269.50
Disposal
103. Sanitary M.H. Casting and Seal Each 4 1,000.00 4,000.00
TOTAL BASE BID $ 5,264,874.46
ALT NO. 1
ITEM EST. UNIT TOTAL
NO. DESCRIPTION UNITS QTY. PRICE PRICE
188. Installation of Pump No. 3 and additional L.S. 1 117,650.00 117,650.00
controls
TOTAL-ALT.NO. 1 $ 117,650.00
Form of Bid CONTRACT NO.720 PAGE 6 OF 10
ADDENDUM NO. 1
ALT NO.2
ITEM EST. UNIT TOTAL
NO. DESCRIPTION UNITS QTY. PRICE PRICE
288. Installation of Pump Nos. 3 and 4 and additional
controls L.S. 1 120,250.00 120,250.00
TOTAL-ALT.NO.2 $ 120,250.00
ALT. EST. UNIT TOTAL
NO.3 DESCRIPTION UNITS QTY. PRICE PRICE
302. Excavation,class 10 C.Y. 998 8.00 7,984.00
303. Place and compact clean fill material C.Y. 549 8.00 4,392.00
304. Silt Fence(erosion control fencing) L.F. 500 2.10 1,050.00
305. Topsoil, furnish and spread C.Y. 234 17.00 3,978.00
306. Seed,fertilize, and mulch(IDOT Urban Mix) ACRES 0.29 2,750.00 797.50
307. Removal of floor slabs(PCC) S.Y. 2482 4.39 10,895.98
310. Pavement removal,P.C.C. S.Y. 973 4.39 4,271.47
356. Special backfill material, 6" layer-furnished
and placed S.Y. 1950 5.00 9,750.00
357. Special backfill material, 18"thick, crushed S.Y. 1950 3.50 6,825.00
concrete-placement of owner furnished
material
358. Geogrid, Tensar BX1100 or equal S.Y. 3900 2.75 10,725.00
359. Pavement,P.C.C., 9-inch thick,IDOT
class C S.Y. 1721 38.65 66,516.65
360. Driveways, 7"P.C.C.
class C S.Y. 244 33.00 8,052.00
363. Detectable warnings for curb ramps S.F. 20 28.00 560.00
367. Painted pavement markings, symbols and Each 4 40.00 160.00
legends
368. Painted pavement markings STA 11.39 90.00 1,025.10
Form of Bid CONTRACT NO.720 PAGE 7 OF 10
ADDENDUM NO. 3
369. Earth shoulder construction STA 8 170.00 1,360.00
370. Signs,type A S.F. 6.25 21.00 131.25
371. Wood posts for signs L.F. 14 10.00 140.00
385. Compliance with special provision L.S. 1 7,000.00 7,000.00
JD-RCRA
386. Traffic control L.S. 1 1,500.00 1,500.00
387. Maintenance Bond, 2-year L.S. 1 1,500.00 1,500.00
TOTAL-ALT.NO.3 $ 148,613.95
ALT NO. 4
ITEM EST. UNIT TOTAL
NO. DESCRIPTION UNITS QTY. PRICE PRICE
479. Unit Pavers L.S. 1 18,785.00 18,785.00
TOTAL-ALT.NO. 4 $ 18,785.00
2. It is understood that the quantities set forth are approximate only and subject to variation and
that the unit bid price for the work done shall govern in the actual payment to Contractor.
3. In submitting this bid,the bidder understands that the right is reserved by the City of Waterloo,
Iowa,to reject any or all bids. If written notice of the acceptance of this bid is mailed,
telegraphed,or delivered th the undersigned within thirty(30)days after the opening thereof, or
at any time thereafter before this bid is withdrawn,the undersigned agrees to execute and
deliver an agreement in the prescribed form and furnish the required bond and certificate of the
insurance within ten(10)days after the agreement is presented to him for signature, and start
work within ten(10)days after"Notice to Proceed" is issued.
4. Security in the sum of / ►Vim. a-P AMAA
Dollars($ S ) in the form of 13):c,/ , is submitted
herewith in accordance with the INSTRUCTIONS TO BIDDERS.
5. Attached hereto is a Non-Collusion Affidavit of Prime Contractor.
6. Attached hereto is a Resident Bidder Certification.
Form of Bid CONTRACT NO. 720 PAGE 8 OF 10
ADDENDUM NO. 1
7. The bidder is prepared to submit a financial and experience statement upon request.
8. The Prime Contractor and Subcontractor(s),which have performed an aggregate of$10,000.00
in work for the City in the current calendar year,are prepared to submit an AAP or Update and
an EOC,within ten(10) days of notification that the bid submitted is lowest and acceptable.
9. The bidder has received the following Addendum or Addenda:
Addendum No. / Date 7/9/6 g
2 7/9/4
3 /ii/esV
10. The bidder shall list the MBE/WBE subcontractor(s), amount of subcontracts and bid items on
the City of Waterloo Minority and/or Women Business Pre-bid Contact Information Form
submitted with this Form of Bid or Proposal. The apparent low Bidder shall submit a list of all
other Subcontractor(s)to be used on this Project to the City of Waterloo by 5:00 p.m.the
business day following the day Bids on this Project are due along with the Non-Collusion
Affidavits of All Subcontractor(s).
The Contractor shall submit information on subcontractors on"SUBCONTRACTOR
REQUEST AND APPROVAL"Form to be provided by City prior to approval of contract.
The subcontractors listed on this proposal and/or submitted to the Contract Compliance Officer
cannot be changed except for the following reasons:
1) The City of Waterloo does not approve the subcontractors.
2) The subcontractors submit in writing that they cannot fulfill their subcontracts.
11. The bidder has filled in all blanks on this proposal. Those blanks not applicable are marked
"none"or"NA".
12. The bidder has attached all applicable forms.
13. The Owner reserves the right to select alternates,delete line items, and/or to reduce quantities
prior to the award of a contract due to budgetary limitations.
FORM OF BID CONTRACT NO. 720 PAGE 9 OF 10
ADDENDUM NO. 1
t . ( Lran;n4a1ft. 1 !'1341'..i<�i`i., £2. f7i. /�l/!g
(Name of Bidder) (Da e)
BY: Title j. -
Official Address: (Including Zip Code):
/6,2 s- L2&'i r 571ree-74
F47m, 7:74 5-elog
I.R.S.No. ic2 - //.27%'7
FORM OF BID CONTRACT NO. 720 PAGE 10 OF 10
ADDENDUM NO. 1
ALT.NO.2
ITEM. EST. UNIT TOTAL
NO. DESCRIPTION UNITS QTY. PRICE PRICE
288. Installation of Pump Nos. 3 and 4 and additional
controls L S 1
TOTAL-ALT.NO.2
ALT. EST. UNIT TOTAL
NO.3 DESCRIPTION UNITS QTY. PRICE PRICE
302. Excavation,class 10 C.Y. 998
303. Place and compact clean fill material C.Y. 549
304. Silt fence(erosion control fencing) L.F. 500
305. Topsoil,furnish and spread C.Y. 234
306. Seed,fertilize,and mulch(IDOT Urban Mix)ACRES 0.29
307. Removal of floor slabs(PCC) S.Y. 2482
310. Pavement removal,P.C.C. S.Y. 973
356. Special backfill material,6"layer-furnished
and placed S.Y. 1950
357. Special backfill material, 18"thick, crushed S.Y. 1950
concrete-placement of owner furnished material.
358. Geogrid,Tensar BX1100 or equal S.Y. 3900
359. Pavement,P.C.C.,9-inch thick, IDOT
class C S.Y. 1721
360. Driveways,7"P.C.C. S.Y. 244
363. Detectable warnings for curb ramps S.F. 20
367. Painted pavement markings,symbols and Each 4
legends
368. Painted pavement markings STA 11.39
—
FORM OF BID CONTRACT NO.720 PAGE 7 OF ICJ
ADDENDUM NO.3
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