HomeMy WebLinkAbout10-A - 2010 Asphalt Road Repair Program – Paving and Water Main Replacement ADVERTISEMENT FOR BIDS
CITY OF LIVONIA, MICHIGAN
2010 ASPHALT PAVING AND WATER MAIN REPLACEMENT PROGRAM
CONTRACT 10-A
Sealed proposals for the 2010 ASPHALT PAVING AND WATER MAIN REPLACEMENT
PROGRAM: Contract 10-A,will be received at the Livonia City Hall, 33000 Civic Center Drive,
Livonia, Michigan 48154 until 2:00 P.M., Local Time, on Tuesday, March 9, 2010 at which
time the bids will be publicly opened and read aloud.
The City of Livonia seeks proposals for the following:
The rehabilitation or reconstruction of designated City streets. Work includes
removing, cold milling, or pulverization of the existing Hot Mix Asphalt (HMA)
pavement surface, placing new aggregate base and HMA surface, minor drainage
improvements, driveway restoration, surface restoration, guardrail and maintenance
of traffic.
Installation of approximately 1.5 miles of new 8-inch high density polyethylene pipe
(HDPE) water main. Work includes abandoning existing main, placement of new
water main via directional drilling, jack and bore, and open cutting as shown on the
plans and directed by the Engineer.
Modifying crossover on Farmington Road at Civic Center Drive, including road
widening improvements on outbound Civic Center Drive.
Culvert removal and replacement on Deering Avenue, north of Plymouth Road and
south of Wadsworth Avenue. Work includes removal and replacement of a 7 feet by
10 feet culvert, re-routing 50 feet of water main, and reconstructing 172 lineal feet of
HMA pavement on Deering Avenue.
The approximate quantities for some of the major items of work for this project are as follows:
Pavt, Rem 65,000 Syd
Aggregate Base, 8 inch 51,000 Syd
Station Grading 155 Sta
Underdrain, 6 inch 28,500 Ft
Cold Milling HMA Surface 28,500 Syd
Hot Mix Asphalt, 13A 29,000 Ton
Curb and Gutter 1,700 Ft
HDPE Directional Drill Water Main 5,700 Ft
Abandon Water Main with Flowable Fill 6,300 Ft
Culy, Cl E, 72 Inch 60 Ft
AD-1
Proposals, contract forms, plans and bid specifications under which the work will be done may
be obtained starting Monday, February 22, 2010 from the Office of the City Engineer, 33000
Civic Center Drive, Livonia, MI 48154. Prospective bidder's phone number, facsimile number,
street address, and the name of the individual or firm to whom addenda, if any, can be directed
are required. A non-refundable fee in the form of a check payable to the City of Livonia in the
amount of$50.00 ($55.00 if mailed) is required for the Contract Bid Documents.
Each proposal shall be accompanied by a certified check in the amount of five percent (5%) of
the proposal, payable to the City of Livonia, as security for the acceptance of the contract. A bid
bond m the Michigan Standard Form, issued by an approved Surety Company, may be
furnished in lieu of a certified check.
All bids shall be opened publicly at the date and time specified. Each bid shall be recorded
together with the name of the bidder. Bids shall be in accordance with the requirements of this
notice in order to be deemed "responsive."
Bids are to be submitted in a sealed envelope, plainly marked "BID — 2010 Asphalt Paving
and Water Main Replacement Program: CONTRACT 10-A" and received by the City Clerk
on or before the time and date given above.
No bidder may withdraw his proposal within one hundred twenty (120) calendar days after the
date set for opening thereof. The right to accept any bid, to reject any or all proposals and to
waive irregularities in bidding is reserved by the City of Livonia. Portions of this Contract may
be deleted due to unforeseen circumstances without compensation.
Todd J. Zilincik, P.E.
City Engineer
Jack E. Kirksey
Mayor
Dated: February 2010
AD-2
Bid Opening: March 9, 2010
Tuesday, 2:00 PM
2010 ASPHALT PAVING PROGRAM
CONTRACT NO. 10-A
AS-READ BID RESULTS
1. Hayball Transport $3,843,243.60
2. Nagle Paving $3,844,221.90
3. Pamar Enterprises, Inc. $3,873,668.96
4. V.I.L. Construction, Inc. $4,482,572.32
Tabulation for Bids Received on 3/9/10 Hayball Transport,Inc. Nagle Paving Company Pamar Enterprises,Inc. V.I.L.C-muca-,Inc.
2010 ASPHALT PAVING PROGRAM Contract:10-A 12550 Farmington Rd. 36780 Amrhein 58021 GratiotAve. 6670 Sims Dr.
City of Livonia,Wayne County,State of Michigan Livonia,MI 48150 Livonia,MI 48150 New Haven,MI 48048 Sterling Hot..MI 48313
OHM Job No.:0090-09-0070
Phone:734427-7573 Phone:248-5530600 Phone:586.749.0593 Phone:586-979-6020
Item Estimated Unit Unit Unit Unit
No. Description Quantity Price Amount Price Amount Price Amount Price Amount
7) Tree,Rem,6 inch to 18 inch 4 Ea $250.00 $1,000.00 $400.00 $1,600.00 $790.00 $760.00 $550.00 $2,200.00
2) _Tree Root G.,nd 10 Ea $300.00 $3,000.00 $150.00 $1,500.00 $75.00 5750.00 $100.00 $1,000.00
3) Cul,Rem,Over41tirch tEa 53,100.00 $3.700.00 $4,725.00 $4,725.00 $6,500.00 $61500.00 $1,500.00 $1,500.00
4) Dr Structure,Rem 7Ea $525.00 $525.00 $265.00 $265.00 $550.00 $550.00 $500.00 $500.00
5) Sewer,Rem,Less Nan 24 Inch 18 Ft $20.00 $360.00 $20.00 $360.00 $25.00 $450.00 $30.00 $540.00
6) Curb and Gutter,Rem 1453 Ft $5.60 $9"36.80 $5,00 $7,265.00 $6.00 $8,718.00 54.50 56,538.50
7) Guardrail,Rem 44 Ft $a 00 $352.00 $9.50 $418.00 $20.00 $880.00 $10.00 5440.00
e) Fence,Rem 44 Ft $10.00 $44D.00 $10.50 $462.00 $20.00 $880.00 $10.00 $440.00
9) Sidewalk.Rem 505 Syd $6.00 $3,030.00 $7.00 $3,535.00 $7.00 $3,535.00 $0.7$ 33,408.75
10) _Rauf,Rem,Modifietl 68325 Syd $2.90 $198,142.50 $3.00 $204,975.00 $0.65 $44,411.25 $2.00 $136,650.00
11) _Slalion Grading 151 St. $975.00 $147,225.00 $800.00 $120,800.00 $1,250.00 $188,750.00 $2,675.00 $403,925,00
12) _GeoteMilp Separator 1500 Syd $1.30 $1,950.00 $1.20 $1,800.00 $1.00 $11500.00 $1.50 52,250,00
13) _High Performance Biaxial Geegnd 1500 Syd $4.50 56,75D.00 $3.00 $4,500.00 $3.00 $4,500.00 $5.50 $8,250.00
14) _Subgrate Undercutting,Type II,MOtlifed 1189 Cyd $11.00 $13,079.00 $10.00 $11,890.00 $20.00 $23,780.00 $28.00 $33,292.00
15) _Subgrace Undercutting,Type ll,Special 2413 Cyd 572.00 $28,956.00 $10.00 $24,130.00 $18.00 $43,434,00 $24.00 $57,912.00
16) _Exploratory Excavation 12 Ea $160.00 $1,92D.00 $1,000.00 $12,000.00 $450.00 $5,400.00 $250.00 53,000.00
17) Erosion Control,Inlet Protection,Fabric Drop 17 Ea $85.00 $7,445.00 $60.00 $1,020.00 $150.00 $2,550.00 $75.00 S1,275.00
18) Erosion Control,Inlet ProteMion,G..hadile antl Stone 39 Ea $85.000$90.00 $3,510.00 $50.00 $11950.00 $75.00 52,925.00
19) Erosion Control,Silt Fence 500 Ft $2.00 $1,000.00 $1.20 $600.00 $2.00 $1.000.00 $2.03 51,000.00
20) _Aggregate Base.6 inch,Modifietl 5224 Syd 50.07 $5224 $3.85 $20,112.40 $6.00 $$1.344.00 $5.80 $30,299.20
21) _Aggregat.BaseB inch,Modfetl 45296 Syd 55.41 $245,051.38 $4.85 $219,685.60 $8.00 $362,368.00' $6.50 $308,012.80
22) _Aggregate Be..',9 inch,Modified 504 Syd $6.00 $3.024.00 $5.35 $2.696.40 59.00 $4,536.00 $10.50 55.292.00
23) _Aggregate Base,Modified 2923 Ton $13.50 $39,460.50 $12.60 $36,829.80 $17.00 $49,691.00 $17.OD 549,691.00
24) _HMA Base Crushing and Shaping.Motli0x 3792 Syd $2.00 $7,584.00 $1.90 $7,204.80 $0.85 $3,223.20 $3.50 513,272.00
25) Culy,CI E,72 inch 60 Ft $525.00 $31,500.00 $525.00 $31,500.00 $300.00 $18.000.00 $750.00 545,000.00
26) Culv End
Sect,Grate 670 Lb $2.00 $1,340.00 $2.10 $1.407.00 $2.00 $1,340.00 $2.00 $1,340.00
27) 0.,End Sect,Metal,12 inch 14 Ea $65.00 $910.00 $160.00 $2,240.00 $55.00 $770.00 $200.00 52,800.00
28) Culv End S.Metal,42 inch 2 Ea $1,100.00 $2,200.00 $1,050.00 $2,100.00 $700.00 $1,400.00 $1,000.00 52,000.00
29) Culy Bedding 33 Cyd $50.00 $1,650.00 $31.50 $1,039.50 $55.00 $1,815.00 $30.00 $990.00
30) Sewer,CI A,12 in ch,Tr Det A 106 Ft $44.00 $4,664.00 536.75 $3,895.50 $33.00 $3,498.00 $60.00 56,360.00
31) Sewer,CI A,42 10th.Tr Det A 32 Ft $160.00 $5,120.00 $136.50 $4,368.00 $78.00 $2,496.00 $155.00 54,960.00
32) Sewer,CI E,12 inch,Tr Det B 8 Ft $60.00 $480.00 $45.00 $360.00 $44.00 $352.00 $55.00 $440.00
$3) Sewer Tap.12 inch 1 Ea $450.00 5450.00 $420.00 $420.00 $1,000.00 $1,000.00 $250.00 $250.00
34) Sewer Bali 12 inch 1 Ea $150.00 $160.00 $210.00 $210.00 $200.00 $200.00 $150.00 $150.00
35) _Sewer,Cl A 10 inch,Tr Det A,Matlifed 24 Ft $38.00 5912.00 $32.00 $768.00 $25.00 $600.00 $35.00 $840.00
36) _Sewer,CI A,t2 inch,Tr Det A,Modfetl 213 Ft $33.00 $7,029.00 $37.00 $7,881.00 $27.00 $5,751.00 $40.00 58,520.00
37) Or-meture,48inchdia 7 Ea 51,850.00 $1,860.00 $1,575.00 $1,575.00 $2,000.00 $2,000.00 $2,000.00 $2,000.00
38) Or Structure,72 inch did 1 Ea $4,100.00 $4,100.00 $3,150.00 $3,750.00 $2,500.00 $2,500.00 $4,000.00 $4.000.00
39) Or Structure,Adj,Add Depth 16 Ft $160.00 52,560.00 Slmoc $1,680.00 $100.00 $1,600.00 $50.00 $800.00
40) Dn Structure Cover 2745 Lb $1.00 52,745.00 $1.10 $3,019.50 $1.00 $2,745.00 $1.25 $3,431.25
41) Or Structure Cover,Adj,Case 1 20 Ea $385.00 $7,700.00 5525.0C $10,500.00 $550.00 $11,000,00 5325.00 $6.500.00
42) Or Structure Cover,Ad,Case 2 6 Ea $425.00 52,550.00 5275.00 $1,650.00 $325.00 $1,950.00 5325.00 $1,950.00
43) Or Structure,Ta p,tO inch IE. $250.00 $250.00 5420.00 $420.00 $500.00 $500.00 $200.00 $200.00
44) Dr Structure,Tap,12 inch 1 Ea $250.00 $250.00 $420.00 $420.00 $550.00 $550.00 $250.00 $250.00
45) _Sanitary SW ctum Cover,Adj.Case 1 16 Ea $422.00 $6,752.00 $790.00 $12,640.00 $600.00 $9,600.00 $475.00 $7,600.00
46) _Underdrain,Subgmd%6 inch,Modified 28410 Ft $7.90 $224,439.00 $10.50 5258.305.00 53.00 $85,230.00 $10.50 $298,305.00
47) Cold Milling HMA Surface 31595 Syd $1.72 $54,343.40 $1.50 $47,392.50 $0.50 $15,797.50 5200 563,190.00
48) HMA,13A 28919 Ton $54.50 $1,576,085,50 $54.50 $7,576,085.5[ $54.87 $1,586,785.53 $55.50 51,605,004.50
49) HMAApproach 567 Ton $lc5.00 $59,535.00 $100.00 $56,760.06 $82.80 $46,947.60 $101.CO $57,267,00
50) _Han'Patching,Modfetl 1157 Ton $75.0[ $86,775.00 $75.00 $86,75.00 $64.59 $74,730.63 $76.00 $87,932.00
51) Cone Pavt,Moo,Name of,6 inch 35 Syd $32.00 $1,720.00 $24.40 $854.00 $30.50 $1,067.50 $32.00 $7,120.00
52) Conc Pavtwor,Integral Curb,N...d f,10 hot, 179 Syd $41.00 $7,339.00 $36.25 $6,488.75 $40.00 $7,160.00 $43.00 $7,697.00
53) Joint,Contraction.Op 73 Ft $11.00 5803.00 $5.00 5365.00 510.00 $730.00 $1140 $803.00
54) Joint,Contraction,W 102 Ft $5.00 $510.00 $5.00 $510.00 $5.00 $510.00 $6.00 $612.00
55) Joint,Expansion,E3 125 Ft $10.00 $1.250.00 $5,00 $625.00 S'0.00 $1,250.00 $11.00 $1,375.00
56) _Conc Pavt with Integral Curb.Nonreinf,7 inch,Motlfietl 62 Syd 526.00 $2,232.00 $29.10 51,904.2C $33.50 $2,077.00 $36.00 $2,232.00
57, Lane Tie,Epoxy Anchored 15 Ea $10.00 $150.00 $6.00 $90.00 $'0.00 $150.00 $12.00 $180.00
58) _Maintaining Stream Flow t LS $3,000.00 $3,000.00 $2,625.00 $2,625.00 55.500.00 55,500,00 $5,000.00 $5,000.00
5% Conc,Grade S2 2 Cyd 51,000.00 $2,000.00 $05.00 $190.00 $2,500.00 $5,000.00 $500.00 $1,000,00
6% Reinforcement.Steel,Epoxy Coated 85 Lb $8.00 $680.00 $1.00 $85.00 $70.00 $850.00 $10.00 $850.00
61; Adhesive Anchoring of Vertical Bar,1/2 inch 25 Ea $38.00 $950.00 $3.20 Si $10.50 $262.50 570.00 $250.00
62) Ddv.way,Ni Card,6 inch 1356 Syd $30.00 $40,080.00 $24.40 $33,086.40 $26.00 $35,256.00 $31.00 $42,036.00
6T) Curb and Gutter,Conc,Dot F2 349 Ft $15.00 $5,235.00 $13.60 $4,746.40 $14,00 $4.886.00 $15.00 $5,235.00
64) Driveway Opening,Card,Det M 10 Ft $16.00 $160.00 $19.00 $190.00 $14.00 $140.00 $15.00 $150.00
65) _Curb ono Gutter,24 inch 1265 Ft $18.00 $20,240.00 $15.70 $19,860.50 $14.00 $17,710.00 $15.00 518,975.00
66) $idevrolk.Cone,4 inch 2281 Sit $5.00 $11,4C5.00 $2.15 $4.904.15 55.00 $11.405.00 $SAO $it 405.00
6T,� _Sitlewalk,Ramp,ADA,Modified 1796 Sit $6.00 $10,776.00 $8.95 $16,074.20 55.00 58,980.00 55.00 $8,980.00
68) Guardrail,Type B 50 Ft $20.00 $1,000.00 $16.00 $800.00 $35.00 $1,750.00 $20.00 $1,000.00
69) Guardrail Approach Terminal,Type 2B 7 Ea 52.000.00 52,000.00 $2,675.00 $2,675.00 52.400.00 52400.00 $2.50eOO $2,500.00
701 Guardrail Departing Terminal,Type B 7 Ea $2,000.00 $2,000.00 $465.00 $465.00 $650.00 $650.00 $2,000.00 $2,000.00
77j Guardrail Reflector 5Ea $18.00 $90.00 $4.20 $21.00 $20.00 $100.00 $10.00 $50.00
72) _Mailbox Relocate 231 Ea $55.00 $12]05.00 $50.00 $11.550.00 $25.00 $5,75.00 $65.00 $15,015.00
731 Fence,Temp 30 Ft $24.00 $720.00 $33.00 $990.00 $10.00 $300.00 $t 0.00 $330.07
74) Fence,Prolective 250 Ft $2.00 $500.00 $6.30 $1,575.00 $5.00 $1,250.00 $10.00 $2,570.07
75) Fence,Chain Link.60 inch.with 6 Strand of Barbed Wire 44 Ft $24.00 $1,056.00 $30.00 $1,320.00 $50.00 $2,200.00 $30.00 $1,320.00
76) Past,Steel,3lb 131 Ft $6.00 $786.00 $10,00 $1,310.00 $6.90 $786.00 $5.00 $655.OD
77) Sign,Type IIIA 42 Sit S',B.00 $756.00 $20.00 $840.00 $9.00 $378.00 $11.00 $462,OD
78) Sign.Type IIIB 3t Sft S'8.00 $558.00 $20.00 $620.00 59,00 $2]9.00 St 3.00 $403.00
79) Sign,Type III,Rem 14 Ea $50.00 $700.00 $50.00 $700.00 $25.00 $350.00 $10.00 $140.00
80) Pavt Mrkg,Sprayable Thermop:,4 inch,While 65 Ft 54.00 $260.00 $3.40 $221.00 $3.25 $211.25 $3.40 $221.00
81) PavtMrkg,Bohai Thernopl,6 inch,Yellow 372 Ft 54.00 $1,488.00 $3.40 51,264.80 $3.25 $1,209.00 $3.40 $1,264.80
82) _P-I Mrkg,Inlay Cold Plastic,24 inch,Stop Bar 24 Ft $26.00 $624.00 $16.50 $396.00 $15.75 $378.00 516,25 $390.00
83) _Pavt,Mrkg,Inlay Cob Plastic,Only 1 Ea $150.00 $150.00 $140.00 $140.00 $135.00 $135.00 $150.00 5750.00
84) _PovL Md<g,Inlay Cad Plastic R[Tum Arrow Sym t Ea $150.00 $150.00 $130.00 $130.00 $135.00 $135.00 $150.00 $150.00
85) Flag Control 1 LS $40,000.00 $40.000.00 $30,000.00 $30,000.00 $30,000.00 $30,000.00 340,000.00 $40,000.00
86) Lighted
An"'.Type C,Fum 2 Ea $500.00 51,000.00 $300.00 $600.00 $1,000.00 $2,000.00 $400.00 $800.00
87) Lighted Arrow,Type C.Open 2 Ea 5400.00 $800.00 $300.00 WOO.00 $100.00 $200.00 $0.01 $0.02
88) Minor Traf Devices 7 LS $12,000.00 $12,000.00 $40,000.00 $40,000.00 $170.030.00 $170,070.07 $40,000.00 $40,000.00
89) Sign,Type B,Temp,Fum 100 Sk $
4.00 $400.00 $20.00 $2,000,00 $12.00 $1,270.00 $6.00 $600.00
90) Sign,Type B,Temp,Open 100 8ft 32.00 $200.00 $1.00 $100.00 55.00 $500.OD $0.01 $1.00
91) _TNic Control,Major 1 Ea $3,000.00 $3.000.00 $2,500.00 $2,500.00 S2.ODO.OD S2.ODO.OD $1.500.00 51,500.00
92) _Traffic Control,Residential Street 23 Ea $1,200.00 $27,600.00 $1,000.00 $23,000.00 $1,5DO.O0 $34,500.00 $500.00 $17,500.00
93) Riprap,Heavy 50 Sys $95.00 $4,750.00 $31.50 $1,575,00 $35.00 $1,750.00 $$0.00 $4,[00.00
94) _$aides Restoddi Seeding 25218 Sys $2.35 $59,262.30 52.20 555479.60 55.00 $126,090.00 $3.25 $81.958.50
95) _Surface Restoration,Sodding 200 Syd $3.00 $600.00 $4.20 $840.00 $12.00 $2,400.00 $6.00 $1.200.00
98) Curb Slop and Box 96 Ea $t 85.00 $17,760.00 $110.00 $10,560.00 $100.00 $9,600.00 $125.00 $12,000.00
97) Fire Hydrant 12 Ea 53.850.00 $46,200.00 $4,210.00 $50,400.00 $4,650.00 $55.800.00 $4,500.00 554,000.00
98) Gate Well,Rem 10 Ea $800.00 $8,000.00 $220.00 52,200.00 $200.00 52,000.00 $400.00 $4.000.00
99) Hydrant,Rem 6 Ed $300.00 $1,800.00 $165.00 $990.00 $200.00 $1,200.00 $350.00 $2,100.00
100) Abandon Water Main w/Flovable Fill 6286 Ft 55.00 $31,430.00 $4.20 $26,401.20 $1.00 $6,286.00 $6.00 $37,776.00
101) _Dewatering System(Deep Well) 600 Ft $7.00 $800.00 $1.07 $600.00 $10.00 $6,000.00 $20.00 $12.000.00
102) _Inigaticn Piping 1700 Ft $2.OD $3,400,00 52.35 $3,995.00 $2.00 $3,400.00 $4.00 $6.800.00
703) Sanitary Sewer R.paln.PVC,6irch.Tr DetG 200 Ft $56.00 $11,200.00 $48,00 $9,600.00 $40.00 $81000.00 $55.00 $11,000.00
704) _Water Main,Class 54,DI,6 Inch,Tr Det G 100 Ft $40.00 $4,000.00 $44.00 $4,400.00 548.00 $4,800.00 $45.00 $x,500.00
105) _Water Idain,Class 54,DI,81nch'N/18"Casing Pipe.Tr Det G 20 Ft $350.00 $7,000.00 $275.00 $5,500.00 $100,00 52,000.00 5700.00 $2,000.00
106) _Water Main,Class 54,DI,81nch w/20"Casing Pip.,Bore 8 Jack 100 Ft $250.00 $25.000.00 $260.OD $26,000.00 $150.00 $15,000.00 $150Ao $75,000.00
107) _Water Main,Class 54,DI.B Inch,Tr Det G 481 Ft $50.03 $24,050.00 $44.00 $21,154.03 $50.00 $24,050.00 $50.30 $24,050.00
108) _Water Main,HDPE,DR-i t,a Inch,Directional Drilfng Method 5736 Ft $37.07 $212,232.00 536.00 $2$16,496.00 $50.00 $286,800.00 11 $286,800.00
109) _Watt, -in'1
148 Ft $12.08 $1,76.00 $11.00 $1,828.00 $25.00 $3,700.00 $6.DO $888.00
110) _Adjust Sprinkler Heatl 208 Ea $25.00 $5.200.00 $2.65 $557.20 $25.00 $5,200.00 $35 DO $7.280.00
111) _Connection to Existing Water Main 12 Ea $1,600.00 $19,200.00 $1,650.00 $19,SDO.OD $250.DO $3,000.[0 S3.0 OLD $36,000.00
112) _Gate Valve&Weil,811th 18 Be $4,100.00 $73,800.00 $4,400.00 $79,200.00 $4,[00.10 $72[00.00 $4,750.00 $85,500.00
6ate Well Cover,Adj,Case' 4 Ea $475.00 57,900.
OO 5550.00 52.200.00 $380.00 57.520.[0 $400.00 $1,600.00
114) _Gate W.II Cover,Adj,Case 2 2 Ea $1.00 $2.OD $275.00 $550.00 $250.00 $500.00 $350.00 $700.00
115) _Relocate Inigaticn Control Valve 2 Ea $325.00 $650.03 $260.00 $520.00 $150.00 $300.00 $300.00 $600.00
116) _Relocate Sprinkler Head 20C Ea $26.00 $5,200.00 $37.00 $7,400.00 $3000 $6,C00.00 $55.00 S1 1.000.00
117) _Sprinkler Head 5 Ea $90.00 $450.00 $44.00 $220.00 $30.00 $150.00 $100.00 $500.00
118) _Water larvo,Jumper Connection 2G Ea $450.00 $9,OOD.OD $440.00 $8,8OO:OD $150.00 $3,000.00 $550.00 511,000.00
719) _Water Service,Type K Copper.Long 42 Ea $1,000.00 542,000.00 $1,100.00 $46,200.00 $550.00 $23,100.00 $1250.00 $52,SOO.do
72 0) _Water Service.Type K Copper,Short 32 Ea $600.00 $19,200.00 5585.00 $78,720.00 $250.00 08,000.00 5600.00 519,200.00
121) _Trench Undercut and Backfill 25 Cyd S3 DD $750.00 $28.00 $700.00 $55.00 51.375.00 $30.00 $750.00
122) _Mise Preparing pavement 93 S. $390.00 $38,270.00 $350.00 $32,550.00 $525.00 $48,625.00 $355.00 $33,015.00
SUBTOTAL 1A: $3,696.993.60 $3.710.021.90 53,764,084.96 s $4,336,172.32
123) _Inspector Days 180 1 $610$/aay 225 $137,250.00 220 $134,200.00 180 $109,800.00 240 $146,400.00
$USTOTALIB: $137,250.00 $134,200.00 $109.800.00 $146,400.00
TOTALSIDAMOUNT: $3,834,243.60 $3,844,221.90 $3,873,884.96 $4.482,572.32
CORRECTIONS
OHM corrected bidders multiplication error.
p Toth was adjusted to reflect cerecdon.
?:\0000 0100\0090090070 2010 Uvon:a Aspha:t Pavm9'_ROADS\estimatas\[Copy of bidtab 0090-09A070.As]bidtab
Prepared by:OHM ?age 1 of 1 3/1212010