6576C - Construction of Cooper Creek Interceptor I & II, 1.Pricing SheetExhibit 1
IFB 6576 - Pricing Sheet for Construction of Cooper Creek Interceptor I & II
The respondent shall complete the following section, which directly corresponds to the specifications. The contractor shall not make changes to this format.
I
II
III
IV
V
Proposal Pricing:
Item
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
*NOTE: PLEASE EMAIL THIS EXHIBIT 1 AS AN EXCEL FILE TO EBIDS@CITYOFDENTON.COM
Respondent's Name:
Principal Place of Business (City and State)
Respondent is a Corporation, Partnership, sole Proprietorship, Indvidual?
Total calendar days after Notice to Proceed is issued by City for substatial completion (Maximum of 270):
Total calendar days after Notice to Proceed is issued by City for project start:
Description
Surety Bonds
Project Signs
General Site Preparation
Barricades, Warning Signs and Detours
Excavation Protection
Temporary Erosion Control
5' I.D. Concrete Manhole (0-6 ft deep)
6' I.D. Concrete Manhole (0-6 ft deep)
Manhole Drop
Manhole Vent
Manhole Lining
Additional Concrete Manhole Depth (>6 ft deep)
5' I.D. Fiberglass Manhole (0-6 ft deep)
Additional Fiberglass Manhole Depth (>6 ft deep)
Tee-Base Manhole
Core into Existing Manhole
8" Sanitary Sewer Unpaved
10" Sanitary Sewer Unpaved
12" Sanitary Sewer with Pavement Repair
15" Sanitary Sewer Unpaved
18" Sanitary Sewer Unpaved
30" Sanitary Sewer Unpaved
30" Sanitary Sewer with Pavement Repair
84" Sanitary Sewer Unpaved
30" Sanitary Sewer in Casing
42" Steel Casing / Tunnel Liner Plate by Tunnel
Cut and Plug Existing Sanitary Sewer Line
Abandon Existing Manhole
Remove Existing Manhole
Bypass Pumping
Concrete Encasement
Gabion Mattress
Flexbase (Minimum 2" depth)
Loose Stone (Minimum 4" depth)
Trench Dam
Culvert Crossing Sta. 9+33
Culvert Crossing Sta. 13+47
Seeding Turf Grass
UPRR Work Authorization
Base Bid Total
Base Bid Total Pricing in typed words
Quantity
1
2
1
1
7555
1
22
2
3
5
24
237
1
9
10
2
210
53
64
383
156
4970
22
1697
400
400
11
18
2
1
178
4600
720
800
8
1
1
21000
1
Unit
LS
EA
LS
LS
LF
LS
EA
EA
EA
EA
VF
VF
EA
VF
EA
EA
LF
LF
LF
LF
LF
LF
LF
LF
LF
LF
EA
EA
EA
LS
LF
SF
SF
SF
EA
EA
EA
SY
LS
Unit Price
Total
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0