HomeMy WebLinkAboutRES 15-277RESOLUTION NO. 15-277
BE IT RESOLVED BY THE CITY COUNCIL OF THE
CITY OF BEAUMONT:
THAT the City Council hereby approves the award of a contract to L.D. Kemp
Excavating, Inc., of Fort Worth, Texas, in the amount of $1,411,638.40 for the Solid
Waste Landfill Cell 2 Construction Project as described in the bid tabulation attached
hereto as Exhibit "A."
PASSED BY THE CITY COUNCIL of the City of Beaumont this the 8th day of
December, 2015.
CITY OF BEAUMONT LANDFILL
BID NO. PWO915-14 - CELL 2 LINER CONSTRUCTION
HID TABULATION
The Bid Proposals submittei,dd have been reviewed and to the best of my knowledge this is an accurate bid tabulation of the bids received.
_F9
By: Ryan Kurtz, P.E., Project Manager, SCS Engineers Date: 11/30/15
BID ITEM
ITEM DESCRIPTION
ESTIMATED
QUANTITY
-- •••_-• • --•••••-•-I -••-
UNIT UNIT PRTCF. TOTAL UNIT PRICE
I
TOTAL UNIT PRICE
rmaett maustnes 41 Construction ALLCO
TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL
GENERAL.REQUIREMENTS-
S 1,504,000.00
S 1,505,635.45
S 1,544,408.42
Allowance. S 100,000.00
S 100,000.00 S 100,000.00
-
S 100,000.00
S 100,000.00
Total Cell 2 Liner: S 1,575,399.00
S 1„596,291.95
S 1,719,000.00
S 1,738,135.45
S 1,753,496.52
IMobilization and De ob,1 �,tlo,�_
2 Layout of Work a d Su u
CELL' 2' CONSTRUCTION',,
I
I
LS
LS
S 69,800.00 $
$ !7.450.00 5
69,800,00 S
17,450.00 S
71,053.00
36,000.00
S 71,053.00 S
S 38,000.00 5
45,(100.00 $
20 000.00 $
45,000.00 $
20.000.00 S
85,000,00 S
30,000.()0 S
95,000 OD 3
30,000. DU $
86,500.00 S
46,00000 S
86,500 00 $
46,000.00 S
85,000 UO $
24.088.10 E
65,0(10.00
2!.068.10
3
4
Clearing and Grubbing
Excavation - Cell 2 Liner Subgmde _
I
78,000 1
LS
CY
S 75,600 $
1 $ 3.25 S
75,600.0(1 $
253,500.00 $
19,525
2.30
$ 19,525. U0 $
S 179,400.00 $
37,500 $
3.T0__f
37.500.00 $
257,400.00 S
65,0()0 $
3.57 S
65,000.00 $
276,460.00 S
60, IOU E
3.25 S
60,100.00 S
253,500.00 S
35.896 E
3.00 S
35.896.30
234,000.00
5
6
Excaa, tion - Liner Tic -in (Cell 3A)
Engineered Fill - Cell 2 Base Crede
600
5,600
LF
CY
1 15.00 S
S 3.50 S
9,000.00 S
17,500.00 S
22.80
3.30
S 13,660.00 $
S 16,500.00 S
25.00 f
4.60 S
15,0110.00 S
23,000.00 S
7.00 S
1.25 S
4,200.00 S
6,250.00 $
14.50 S
1.00 $
8,700.00 S
5,000.00 S
37.65 S
5.49 S
22,590.00
27,450.00
7
2 -foot ProtectilT Cowr
46,645
SY
S 2.50 S
116,613.00 S
2.00
S 93,290.00 S
2.00 f
93,290.00 S
3.20 S
149,264.00 S
3.30 S
153,928.50 S
4.32 T
201,506.40
8
Drainage Aggregate (Leachate Collation Trench and Sump)
1,450
CY
f 80.00 S
116,000.00 $
90.36
S 131,D22.OD S
96.00 S
139,200.00 T
85.00 S
123,250.00 S
120.010 S
174,000.00 S
65.24 1
94,598.00
9
12 oz Non -Woven Gwtextile (Leachate Collection Trench and Sump)
60,600
SF
$ 0.40 S
32,240.00 $
0.26
S 20,956.00 S
0.22 $
17,732.00 S
0.24 T
19,344.00 S
0.35 S
28,210.00 S
0.38 S
30,628.00
10
2 -foot Compacted Clay Liner
46,645
SY
S 3.00 S
139,935.00 S
2.84
S 132,471.80 S
2.59 S
120.810.55 $
3.60 S
167,922.00 S
4.00 S
186.580.00 S
3.65 S
170,254.25
11
60 -mil HDPE Cee membrane (Smooth)
339,075
SF
$ 0.55 S
186,491.00 S
0.47
S 159,365.25 S
0.66 S
223.769.50 S
OAS S
162,756.00 $
0.47 S
159,365.25 S
0.68 S
230.571.00
12
13
60 -mil HDPE Cxomembrane (Textured Both -Sides)
250 -mil Geocomposite (Single -Sided)
80,730
349,625
SF
SF
$ 0.65 S
S 0.55 S
52,475.00 S
192,294.00 f
0.59
0.45
S
1 157,331.25 S
0.94 S
0.54 S
75.886.20 S
188,797.50 S
O.BO S
0.52 S
64,584.00 S
181,803.00 S
0.57 S
0.46 S
46,016.10 E
167,820.00 f
0.84 S
0.60 S
67.813.20
209,775.00
14
250 -mil Geocomposite (Double -Sided)
77,460
SF
S 0.60 $
46,476.00 S
0.64
S 49,574.40 S
0.97 S
75,136.20 S
0.90 S
69,714.00 $
0.61 $
47,250.60 S
0.89 $
68,939.40
IS
6 -inch HDPE SDR I I Perforated Pipe (leachate collection trenches)
2,500
LF
S 20.00 S
50,000.00 S
19.00
S 47,500.00 T
16.00 S
40,000.00 S
17.50 S
43,750.00 S
25.00 1
62,500.00 1
12.99 S
32,475.00
16
17
6 -inch HDPE SDR I1 Solid Pipe (clean-out risers)
18 -inch HDPE SDR 17 Perforated and Solid Pipe
200
75
LF
LF
$ 18.50 S
E 95.00 $
3,700.00 S
7,125.00 S
19.00
72.68
$ 3,800.00 S
S 5,451.00 $
16.00 $
82.00 S
3,200.00 $
6,150.00 S
31.00 S
108.00 $
6,200.00 $
8,100.00 $
45.00 S
85.00 $
9,000.00 $
6,375.00 S
17.69 S
74.18 S
3,538.00
5,563.50 -
18
19
Leachate Pump, Controls, and Connection to Existing Leachate Transfer Pipe
Concrae Sump/Cleanout Riser Pipe Retaining Wall
1
1
LS
LS
S 40,D00.00 $
E 9,000.00 S
40,000.00 S
9,000.00 S
42,020.00
18,740.00
$ 42,020.00 S
f 18,740.00 $
35,000.00 S
16,000.00 S
35,000.00 1
16,000.00 S
73,401.00 S
5,800.00 f
73,401.00 S
5,800.00 f
60,000.00 S
9,490.00 S
60,000.00 $
9,490.00 f
55,175.00 E
$.401.28 T
55,175.001-
8.401.28 -
20
Temporary Underdrain Dewatering Trenches and Sump
2,200
LF
S 16.00 f
35,200.00 S
19.24
S 42,328.00 S
22.00 S
48,400.00 S
29.50 1
64,900.00 S
24.00 E
52,800,00 S
4.84 S
10,648.0(1 m
21
Landfill Berm (External Sideslope), Seed. Fertili er B: ECB
1
LS
1 5.000.00 S
5,000.00 S
22.000.00
$ 22,000.00 S
15,000.00 S
15,000.00 S
9,300.00 S
9,300.00 f
15,000.00 S
15,000.00 S
34,586.09 S
34.566.09 T
NA
Allowance
S 100.000.00 S
100 000.00 S
100,000.00
S 100,000 .00 S
100,000.00 1
100,000.00 $
100,000.00 S
100.000.00 S 10000000 S
ton Ono on t lrtn nen W. t
urn nen nn 2
General Requirements (Subtotal): S 87,250.00
- -
S 109,053.00 S 65,000.00
S 115,000.00
S 132,500.00
S 109,088.10
Cell Liner (Subtotal): S 1,388,149,00
S 1,202,585.40 S 1,431,291.95
S 1,504,000.00
S 1,505,635.45
S 1,544,408.42
Allowance. S 100,000.00
S 100,000.00 S 100,000.00
S 100,000.00
S 100,000.00
S 100,000.00
Total Cell 2 Liner: S 1,575,399.00
S 1„596,291.95
S 1,719,000.00
S 1,738,135.45
S 1,753,496.52
Mom Represents a mathematical error on the submitted bid schedule. The total shown for Bid Item 12 and for the project in this bid tabulation does not match the submitted
bid schedule as a result of the bidders addition error. The difference
bar,-- the submitted bid and this
bid tabulation is $0.70.
SCS ENGINEERS