HomeMy WebLinkAbout2000-188ORDINANCE NOp;0 - I a p
AN ORDINANCE ACCEPTING COMPETITIVE BIDS AND AWARDING AN ANNUAL
CONTRACT FOR THE INSTALLATION OF UNDERGROUND UTILITIES, PROVIDING FOR
THE EXPENDITURE OF FUNDS THEREFORE, AND PROVIDING AN EFFECTIVE DATE
(BID 24491- ANNUAL CONTRACT FOR ELECTRIC UNDERGROUND SERVICES
INSTALLATION AWARDED TO BARCO CONSTRUCTION, INC, DBA REEVES
ENTERPRISES AS LISTED BELOW
WHEREAS, the City has solicited, received and tabulated competitive bids for the purchase
of necessary materials, equipment, supplies or services in accordance with the procedures of STATE
law and City ordinances, and
WHEREAS, the City Manager or a designated employee has reviewed and recommended
that the herein described bids are the lowest responsible bids for the materials, equipment, supplies
or services as shown in the "Bid Proposals" submitted therefore, and
WHEREAS, the City Council has provided in the City Budget for the appropriation of funds
to be used for the purchase of the materials, equipment, supplies or services approved and accepted
herein, NOW, THEREFORE,
THE COUNCIL OF THE CITY OF DENTON HEREBY ORDAINS
SECTION I That the numbered items in the following numbered bids for materials,
equipment, supplies, or services, shown in the 'Bid Proposals" listed hereon, and on file in the
office of the Purchasing Agent, are hereby approved
BID ITEM
NUMBER NO VENDOR AMOUNT
2491 ALL Barco Construction, Inc Exhibit A
dba Reaves Enterprises
SECTION II That by the acceptance and approval of the above numbered items of the
submitted bids, the City accepts the offer of the persons submitting the bids for such items and
agrees to purchase the materials, equipment, supplies or services in accordance with the terms,
specifications, standards, quantities and for the specified sums contained in the Bid Invitations, Bid
Proposals, and related documents
$ECTION IIIThat should the City and persons submitting approved and accepted items
and of the submitted bids wish to enter into a formal written agreement as a result of the acceptance,
approval, and awarding of the bids, the City Manager or his designated representative is hereby
authorized to execute the written contract which shall be attached hereto, provided that the written
contract is in accordance with the terms, conditions, specifications, standards, quantities and
specified sums contained in the Bid Proposal and related documents herein approved and accepted
SECTION IV That by the acceptance and approval of the above numbered items of the
submitted bids, the City Council hereby authorizes the expenditure of funds therefor to the amount
and in accordance with the approved bids or pursuant to a written contract made pursuant thereto as
authorized herein
SECTION V That this ordinance shall become effective immediately upon its passage and
approval
PASSED AND APPROVED this 0 day ofLtt.,�, 2000
,tea,/"' " �
EULINE BROCK, MAYOR
ATTEST
JENNIFER WALTERS, CITY SECRETARY
APPROVED AS TO LEGAL FORM
HERBERT L PROUTY, CITY ATTORNEY
BY
24917
EXHIBIT A
Bid Number 2491
Barco
ID
Description
it
Est/
Qty I
Eval /
Cost
Excavation and Backfill
D1 ITrench
with Trencher 6" wide by 30" deep
Ft
70,0001
35,000
D2 ITrench
with Trencher 6" wide by 48" deep
Ft
100,0001
125,000
D3
ITrench with Trencher 6" wide by 60" deep
Ft
5,0001
7,500
D4
ITrench with Backhoe 18" wide 48" deep
Ft
178,0001
356,000
D5
Trench with Backhoe 18" wide 60" deep
Ft
10,000
25,000
D6
Trench with Backhoe 18" wide 72" deep
Ft
30,000
90,000
D7
Trench with Backhoe 18" wide 84" deep
Ft
1,000
4,006
D8
Trench with Backhoe 18" wide 96" deep
Ft
1,000
5,000
D9
Trench with Backhoe 24" wide 48" deep
Ft
1,000
2,000
D10
Trench with Backhoe 24" wide 60" deep
Ft
15,000
37,500
Dl 1
I Trench with Backhoe 24" wide 72" deep
Ft
5,0001
15,000
D12
Trench with Backhoe 24" wide 84" deep
Ft
5,0001
20,000
D13
Trench with Backhoe 24" wide 96" deep
Ft
1,0001
5,000
D14
Trench with Backhoe 36" wide 48" deep
Ft
1,0001
2,000
D15
Trench with Backhoe 36" wide 60" deep
Ft
1,0001
2,500
D16
Trench with Backhoe 36" wide 72" deep
Ft
1,0001
3,000
D17
Trench with Backhoe 36" wide 84" deep
Ft
1,000
4,000
D18
ITrench with Backhoe 36" wide 96" deep
Ft
100
1,000
D 19
Special trencher for trenching in rock, 6" width
Ft
2,000
5,000
b20
Rock Adder, Backhoe 18" Width, Cutting & Jack Hammer
Ft
100
300
D21
Rock Adder, Backhoe 24" Width, Cutting & Jack Hammer
Ft
100
300
D22
Rock Adder, Backhoe 36" Width, Cutting & Jack Hammer
Ft
100
300
D23
Rock Adder, Backhoe 18" Width, Large Rock Quantity
Ft
1,000
3,000
D24
Rock Adder, Backhoe 24" Width, Large Rock Quantity
Ft
500
1,500
D25
Rock Adder, Backhoe 36" Width, Large Rock Quantity
Ft
100
300
D26
Hand Digging 30" deep
Ft
100
2,000
D27
Hand Digging 48" deep
Ft
35
700
D28
Concrete Backfill of Trench Excavated by Backhoe
CY
1,200
300
D29
Concrete Backfill of 6" Trench
CY
2,000
1,500
D30
Mechanical Tamping of Trench Excavated by Backhoe
Ft
2,000
2,000
Barco
ID
Description
Unit
Est/
Qty I
Eval /
Cost
Directional Boring
DBl
Bore 2" DR 13 5 Duct
Ft
4001
3,200
DB2
Bore 2 & 1/2" SDR 13 5 Duct
Ft
400
3,200
DB3
Bore 3" SDR 13 5 Duct
Ft
100
800
DB4
Bore 4" SDR 13 5 Duct
Ft
500
6,000
DB5
Bore 6" SDR 13 5 Duct
Ft
500
6,000
Combinations
DB6
One 6", and One 2" SDR 13 5 Duct
Ft
2001
4,000
DB7
One 6", ,One 4" and One 2" SDR 13 5 Duct
Ft7
200
5,000
DB8
Two 2" SDR 13 5 Duct
Ft
200
2,400
Straight Line Boring (Optional)
SL1
Bore 6" Dirt
Ft
100
1,200
SL2
I Bore 8" Dirt
Ft
100
1,800
SU
Bore 10" Dirt
Ft
100
1,800
SL4
Bore 12" Dirt
Ft
100
2,400
SL5
Bore 14" Dirt
Ft
100
2,800
SL6
Bore 10' Dirt
Ft
1 100
3,200
SL7
Bore 18" Dirt With casing to TXDOT Sid
Ft
1001
5,400
SL8
Bore 20" Dirt With casing to TXDOT Sid
Ft
500
30,000
SL9
Bore 2" Rock
Ft
100
1,200
SL10
Bore 4" Rock
Ft
100
1,400
SL11
Bore 6" Rock
Ft
100
1,800
SL12
Bore 8" Rock
Ft
100
2,800
SL13
Bore 10" Rock
Ft
100
3,000
SL14
Bore 12" Rock
Ft
1 1001
3,400
Conduit Installation in 6" Wide Trench
CTl
Conduit V PVC
Ft
3,0001
906
CT2
Conduit 2" PVC
Ft
112,0001
52,640
CT3
Conduit 2 & 1/2 " PVC
Ft
2,0001
1,000
CT4
Conduit 3" PVC
Ft
100
50
CT5
Conduit 4" PVC
Ft
21,000
11,550
CT6
One 1" PVC Conduit and One 2& 1/2" PVC Conduit
70,000
45,500
CT7
Conduit V PVC 90 degree sweep
Ea
200
800
CT8
Conduit 2" PVC 90 degree sweep
Ea
900
3,600
CT9
Conduit 2 & 1/2 " PVC 90 degree sweep
Ea
2,500
10,000
CT10
Conduit 3" PVC 90 degree sweep
Ea
1
4
CT11
Conduit 4" PVC 90 degree sweep
Ea
250
1,250
CT12
Conduit 2" PVC 45 degree sweep
Ea
200
800
CT13
Conduit 2 & 1/2 " PVC 45 degree sweep
Ea
200
800
CT14
Conduit 3" PVC 45 degree sweep
Ea
1
4
CT15
Conduit 4" PVC 45 degree sweep
Ea
65
325
CT16
Conduit 4" PVC 22 & 1/2 degree sweep
Ea
80
400
Barco
ID
Description
Unit
Est/
Qty I
Eval /
Cost
Multiple Conduit Instal ations in 18" to 36r Trench
CBl
Conduit l" PVC
Ft
1,0001
300
CB2 lAdditional
1" PVC Conduit in Trench
Ft
1001
30
CB3 I
Conduit 2"PVC
Ft
15,0001
7,050
C134 jAdditional.
2" PVC Conduit in Trench
Ft
2,0001
940
CBS I
Conduit 2 & 1/2 " PVC
Ft
1,0001
500
CB6 jAdditional
2 & 1/2" PVC Conduit in Trench
Ft
1,0001
500
CB7
Condutt3" PVC
Ft
1001
50
C138
Additional
3" PVC Conduit in Trench
Ft
100
50
CB9
Conduit
4" PVC
Ft
20,000
11,000
CB10
Additional 4" PVC Conduit in Trench
Ft
20,000
11,000
CBl l
Condurt V PVC
Ft
20,000
22,000
CB12
Additional 6" PVC Conduit in Trench
Ft
12,000
13,200
CB13
jBank of two 6", two 4", and two 2"
Ft
2,000
8,400
CB14
jBank of three 6", three 4", and three 2"
Ft
1,000
6,250
CB 15
1 Conduit 1" PVC 90 degree sweep
Ea
10
40
CB16
Conduit, 2" PVC 90 degree sweep
Ea
45
180
CB17
Conduit 2 & 1/2 " PVC 90 degree sweep
Ea
5
20
CB18
Conduit 3" PVC 90 degree sweep
Ea
1
4
CB19
Conduit 4" PVC 90 degree sweep
Ea
125
625
CB20
Conduit 6" PVC 90 degree sweep
Ea
50
300
CB21
Conduit 2" PVC 45 degree sweep
Ea
201
80
CB22
Conduit 2 & 1/2 " PVC 45 degree sweep
Ea
51
20
CB23
Conduit 3" PVC 45 degree sweep
Ea
1
4
CB24
Conduit 4" PVC 45 degree sweep
Ea
200
1,000
CB25
Conduit 6" PVC 45 degree sweep
Ea
20
120
CB26
Conduit, 4" PVC 22 & 1/2 degree sweep
Ea
20
100
CB27
Conduit 6" PVC 22 & 1/2 degree sweep
Ea
20
120
Primary and Secondary Conductor Installation
CH
Cable,Cu OF SOL, 12/2 awg Secondary
Ft
10,000
2,500
Cl2
Cable, Al 2/0 2/0 #1 Secondary
Ft
2,900
290
CI3
Cable, Al 4/0 4/0 2/0 Secondary
Ft
90,000
45,000
CI4
Cable, Cu 250 250 4/0 Secondary
Ft
10,000
8,000
CI5
Cable, 2 Al 15 kV Single Phase Pull
Ft
70,000
35,000
CI6
Cable, 4/0 Al 15 kV Single Phase Pull
Ft
9,000
5,400
C17
Cable, 2 Al 15 kV Three Phase Pull
Ft
1,000
600
CI8
Cable, 4/0 Al 15 kV Three Phase Pull
Ft
7,000
10,500
C19
Cable, 50 MCM Cu 15 kV Three Phase Pull
Ft
100
200
CI10
Cable, $00 MCM Cu 15 kV Three Phase Pull
Ft
2,000
4,000
CIl I
I Cable, 750 MCM Cu 15 kV Three Phase Pull
Ft
1,000
3,000
Barco
ID
Description
Unit
Est/
Qty I
Eval /
Cost
Termm tions
Tl
Elbow,
oadbreak #2 AL 220 mil 15 kV
Ea
5001
17,500
T2
Elbow, 4oadbreak
#4/0 AL 220 mil 15 kV
Ea
501
1,750
T3
Elbow, T
Nonloadbreak 250 MCM 15 kV
Ea
3
90
T4
Elbow, Nonloadbreak 500 MCM 15 kV
Ea
3
90
T5
Elbow, T Nonloadbreak 750 MCM 15 kV
Ea
3
90
T6
Termination Rack / Utility Pole single phase # 2
Ea
35
1,750
T7 ITernunation
Rack / Utility Pole vee phase # 2
Ea
4
240
T8 I
Termination Rack / Utility Pole 3 phase # 2
Ea
12
840
T9
Termm on Rack / Utility Pole single phase #4/0
Ea
11
50
T10
Termination Rack on a Utility Pole vee phase # 4/0
Ea
11
60
Tl l
Terming on Rack on a Utility Pole 3 phase # 4/0
Ea
1
70
T12
Tenninution Rack on a Utility Pole 3 phase 250MCM
Ea
1
50
T13
Termination Rack on a Utility Pole 3 phase 500 MCM
Ea
1
60
T 14
Tenpin tion Rack on a Utility Pole 3 phase 750MCM
Ea
1
70
Arresters
Al
ArresterElbow, 10 kV
Ea
200
1,000
A2
Arrester, Busing Stand 10 kV
Ea
25
125
A3
Arrester, Parking Stand 10 kV
Ea
3
15
Manho es and Vaults
V I
4 Way Manhole 12' X 12' X 9' / Y of Cover
Ea
31
7,500
V2
3 Way Manhole 12' X 10' X 9' / 3' of Cover
Ea
21
5,000
V3
Additional foot of cover for 4 Way or 3 Way to 6'
Ft
1
250
V4
Fibergl
ss Vault 4'W X 4'D x 81 Surface Mount
Ea
2
800
V5
Fibergl
ss Vault 4'W X 4'D x 61 Surface Mount
Ea
2
700
V6
Fibergl
ss Vault 4'W X 4'D x 51 Surface Mount
Ea
2
600
V7
Fibergl
ss Vault 4'W X 4'D x 41 Surface Mount
Ea
2
500
V8
Fibergl
ss Box 13"W X 18"D x 24% Surface Mount
Ea
12
1,200
V9
Fiberglass
Box 12"W X 12"D x 12"L Surface Mount
Ea
121
900
V10
Fiberglass
Sleeve, Pn Connection Cabinet 1 Phase
Ea
11
75
V 11
Fiberglass
Sleeve, Pn Connection Cabinet 3 Phase
Ea
11
200
Excava
on to Acces side of a Manhole
Ea
4
800
Excava
on to Acces side of a Vault
Ea
2
150
6" Con
mt Entry into Manhole
Ea
6
360
rVl
4" Con
mt Entry into Manhole
Ea
6
240
2 1/2"
onduit Entry into Manhole
Ea
6
150
2" Conduit
Entry into Manhole
Ea
6
120
V18
6" Conduit
Entry into Vault
Ea
1 61
360
V 19
4" Conduit
Entry into Vault
Ea
6
240
V20
2 1/2" Conduit
Entry into Vault
Ea
6
150
V21
2" Conduit
Entry into Vault
Ea
6
120
V22
Concrete
Blocking of Conduits entering a Manhole
CY
1 701
53
Barco
ID
Description
Unit
Est/
Qty
Eval /
Cost
Found tons
PI
ITransfamer Pad 48" X 54" Fibercrete
Ea
250
28,125
P2
I Switch Gear Pad T x Tx 3'
Ea
11
5,500
Equipment
El
I Secondary Connection Pedestal
Ea
4501
21,150
E2
I Single Phase Transformer on Pad
Ea
2501
31,250
E3
Three Phase Transformer on Pad
Ea
4
500
E4
Switch Gear on Pad
Ea
11
1,375
E5
Primary 1 Phase Sectionalizing Pedestal on Sleeve
Ea
1
125
E6
Primary 3 Phase Sectionalizmg Pedestal on Sleeve
Ea
1
125
Fiber
FI
Place Overhead Fiber
Meter
2,000
6,000
F2
I Pull Fi er in Conduit
Meter
2,000
7,000
Other
01
20 Ft Concrete Pole and Street Light, 976 pounds
Ea
3001
45,000
02
35 Ft Concrete Pole and Street Light 1,750 pounds
Ea
121
1,800
03
45 Ft Fiberglass Pole and Street Light
Ea
6
600
04
Place Fault Indicator Single Phase
Ea
25
125
05
Place Fault Indicator Three Phase
Ea
2
10