2009-11-30 Luxa Construction $342,881.15-HILAIR AIRPORT AUTHORITY
30100 11/30/09
Vendor Number Mint ate
LT TXA CONSTRUCTION
P Q BOX 145
BLAIR NB 68008
Cie& tY tuber
Account Number Description
30900,551.16 3.
3-31-0109-09
f Total $ 342,8$.1..15
I do solenuily swear that the above is true and correct to the best of my lutowledge.
,iitW rlW and sst'ornto before me this 10th day ofDecember, 2009.
P Frahm City Treasurer
Finance Committee Approval-
PROGRESS ESTIMATE
STATE OF NEBRASKA
DEPARTMENT OF AERONAUTICS
Sponsor: Blair Airport Authority
218 South 16th Street
Blair Nebraska
Airport Name: Blair Municipal Airport (BTA)
Contractor; Luxa Construction Co, Inc.
925 E. Dixon Road / P.O. Box 105
Blair, NE 68008
4 COPIES TO DEPT. OF AERONAUTICS
Estimate No., 3
Date: November 2, 2009
Project No. AIP 3-31-0109-09
Project: Parallel Taxiway to Runway 13/31
Date of Contract: July 24, 2009
ITEM NO.
CHG
ORDER
TY
DESCRIPTION
I -]
ORIGINAL
CONTRACT
QUANTITY
CHGREVISED
ORDER
QTY
CONTRACT
QUANTITY
UNIT
ESTIMATED
QUANTITY
TO DATE
UNIT PRICE
TOTAL
SECTION 1 - SOUTH TAXIWAY PAVING
101
Site Preparation
1
1
L.S.
0.60
61960.00
37 176.00
102
Moblllzation
1
1
L.S.
0.90
16 525.00
14 872.50
103
Barricades And Warning Markers
1
1
L.S.
0.50
4,494.00
2,247.00
104
Construction Staking1
1
L.S.
0.85
4,600.00
3,910.00
105
Remove Paint
666
666
S.F.
2.10
-
106
Remove Reflector With Protector
3
3
Each
2
32.00
64.00
107
Unclassified Excavation
6,430
6,430
C.Y.
2,230
2.51
5,597.30
108
6" Crushed P-208 Aociregate Base Course
9,307
9,307
S.Y.
9,056
10.05
91012.80
109
8" P-501 P.C. Concrete Pavement *
7,956
7,956
S.Y.
3,762
30.60
115117.20
110
Duct Marker In Pavement
2
2
Each
100.00
111
Smoothness Test
1
1
L.S.
0.5
1605.00
802.50
112
Silt Fence
500
500
L.F.
1.75
-
113
Erosion Control Maintenance
40
40
Hr.
$
90.00
114
Remove Silt Fence
500
500
L.F.
0.25
115
Painting With Reflective Media
2,100
2,100
S.F.
2.00
116
Painting Without Reflective Media
4 269 1
1 4,269
S.F.1.50
117
Cover Cro Seedin
10.20
10.20
Acre
134.00
118
Airport Seeding
10.20
10.20
Acre
754.00
SECTION 2 - NORTH TAXIWAY. GRADING AND PAVING
201
Site Preparation
1
1
L.S.
0.65
$
32 465.00
21 102.25
202
Mobilization
1
1
L.S.
0.90
6680.00
6,012.00
203
Barricades And Warning Markers
1
1
L.S.
0.50
4,494.00
2,247.00
204
Construction Staking
1
1
L.S.
0.80
$
9,095.00
7,276.00
205
Remove Paint
333
333
S.F.
2.10
-
206
Remove Reflector With Protector
21
21
Each
21
32.00
672.00
207
Unclassified Excavation
77,200
77,200
C.Y.
77,200
1 $
2.48
191456.00
208
TyDe i Pavement Removal
1,788
1,788
S.Y.
1,788
10.65 $
19 042.20
209
Type 2 Pavement Removal
2,137
2,137
S.Y.
2,137
7.60
16,241.20
210
Type 3 Pavement Removal
964
964
S.Y.
230
3.20
736.00
211
Type 4 Pavement Removal
663
663
S.Y.
2.35
-
212
18" Galvanized CSP
130
130
L.F.
130
36.34
4,724.20
213
18" Galvanized CSP FES
2
2
Each
2
367.00
734.00
214
24" R.C.P. Class III
234
234
L.F.
232
41.90
9,720.80
215
24" R.C.P. F.E.S.
1
1
Each
1
564.00 $
564.00
216
Grate Inlet
1
1
Each
1
6 270.00
6270.00
217
Concrete Channel Pavement Culvert End Treatment
34
34
S.Y.
26
$
86.40
2 246.40
218
6" Crushed P-208 Aggregate Base Course
10,317
10,317
S.Y.
8,601
10.50
90 310.50
219
W P-501 P.C. Concrete Pavement *
7,568
7 568
S.Y.
3,510
$
30.60
107 406.00
220
P-405 Hot Mix Asphalt Pavement
460
460
Ton
153.89
97.00 $
14 927.33
221
Duct Marker In Pavement
2
2
Ea.
10.00
222
Smoothness Test
1
1
L.S,
0.50
1605.00
802.50
223
Silt Fence
3 808
3 808
L.F.
4,380
1.75 $
7,665.00
Erosion Control Maintenance
80
80
Hr.
8
90.00
720.00
Turf Reinforcin Mat Class 213 T AA w/ Fertilizer & Seed
2 272
2,272
S.Y.
233
4.75
1,106.75
Erosion Control Blanket Class 16 T B w/ Fertilizer & Seed
9,000
9,000
S.Y.
$
1.18
-
Temporary Erosion Check Straw Wattle
415
415
L.F.
155
3.05
472.75
R227
Remove Slit Fence
3 808
3 808
L.F.
129
0.25
32.25
Paintin With Reflective Media
1 991
1 991
S.F.
2.00
-
Paintin Without Reflective Media
2 932
2,932
S•F•
1.50
CoverCro Seedin
33.3
33.3
Acre
134.00
Airport Seeding
33.3
33.3
Acre
754.00
233
L-853 Elevated Ede Reflector And Protector Installed
25
25
Each
$
235.00 $
HWS t 52-59-1124
Page 1 Of 2
RECEIVED
NOV - 5 2(w5
D5DT. OF AERONAUTICS
BTA 09 Est 3.xlsx
ITEM NO.
CHG
ORDER
TYQUANTITY
DESCRIPTION
ORIGINAL
CONTRACT
CHG
ORDER
QTY
REVISEDESRMATED
CONTRACT
QUANTITY
UNIT
QUANTITY
TO DATE
UNIT PRICE
TOTAL
SECTION 3 - SOUTH TAXIWAY LIGHTING
has been performed in reasonable close conformity with the plans and specifications.
301
Site Preparation
1
1
L.S.
3,424,00
302
Mobilization
1
1
L.S.
Progress Est 2
4,301.00
303
Barricades And Warnin Markers
1
1
L.S.
4,494.00
304
Place And Maintain X Each Time Placed And Removed
2
2
Ea,
100.00
305
Construction Staking1
NDA Pproject Engineer
1
L.S.
$
535.00
306
Remove Reflector With Protector
26
26
Ea.
TOTAL DUE THIS ESTIMATE
32.00
307
Remove And Salvage Sin
2
2
Ea.
Charged As Of 42
236.00
308
1-Wa 2" Schedule 40 PVC Dud In Trench
10/31/2009:
4,968
L.F.
2.50
309
1/c #8 5KV L-824 Cable In Dud
9,254
L.F.
1.70
1/c #6 Green Safe Ground AWG XHHW In Dud
5,214
L.F.
1.70
#6 Solid Bare Counterpoise In Trench
180
4,968
L.F.
130
L -861T Taxiwa Ed e U ht uartz Base Mounted
53
Ea.
792.00
R314
L-85BR Sign, LED 1 Module (Complete)
1
Ea,
5,564.00
L-858R/Y S(n LED, 2 Module Com tete
1
Ea.
6152.00
Ede Light Tas
80
Ea.
17.00
Electrical Vault Work With 10 KW Regulator)
1
1
L.S.
13 535.00
SECTION 3 - ADD/DEDUCi- ITEMS
Add 3-1
L-86ITTwy Ede Light LED Fixture In Lieu Of Quartz Fixture Mad Only)
53
53
Each
178.00
Add 3-2
L -861T Taxiway Ede Light, LED New Equipment Onl
27
27
Each
417.00
Deduct 3-3
L-828 10 KW Regulator (Equipment Only)
1
I 1
I L.S.
(1,360.00)1
SECTION 4 - NORTH TAXIWAY LIGHTING:
Site Preparation
1
1
L.S.
2,354.00 $
Mobilization
1
1
L.S.
1969.00
Barricades And Warnin Markers
1
1
L.S.
4,494.00
r406
Construction Staking1
1
L.S.
535.00
Remove Reflector With Protector
26
26
Ea,
2
32.00 64.00
Remove And Salvage Sign
1
1
Ea.
236.00
407 1
1 1-Way2" Schedule 40 PVC Duct In Trench
4,657
1 1 4,657
L.F.
$ 2.50
408
1 -Way 2" HDPE Duct In Trench
106
106
L.F.
3.75
409
i/c #8 SKV L-824 Cable In Duct
5,516
5,516
L.F.
1.70
410
1/c #6 Green Safe Ground AWG XHHW In Dud
4,951
4,951
L.F.
1.70
411
#6 Solid Bare Counterpoise In Trench
4,763
4,763
L.F.
130
412
L-861TTaxiwa Ede Li ht uartz Base Mounted
61
61
Ea.
792.00 $
413
L -858R SI n LED 1 Module Com tete
1
1
Ea.
5 564.00
414
Ede Light Tas
61
61
Ea.
17,00
SECTION 4 ADD ITEM
Add 4-1 1
1 L-861TTwy Ede Light, LED F'ature in Lieu Of Quartz Fixture Mad Only)
61
61
Ea,
$ 197.00
* 50% of Quantity Placed
Total Complete as of 10-31-09
783 350.43
Original Contract Amount: 1,50;'291.15
As Project Engineer, I hereby certify that the quantities shown above have been
Less 10% Retained:
$ 78,335.04
completed from measurements made by me or my assignees and that the work
has been performed in reasonable close conformity with the plans and specifications.
Less Liquidated Damages:
$
du
Less Previous Estimates
.r
Date: << 0� 0�
Progress Est 1
$ 255,933.12
Allen F. Jambor, P.E.
Progress Est 2
$ 106,201.12
Project Engineer - HWS Consulting up Inc.
Progress Est 3
$ -
Progress Est 4
$ -
q
Progress Est 5
$
Date: ^' 1 r
Progress Est 6
$
NDA Pproject Engineer
Progress Est 7
$
Approved For Paymen er Pr 'ed Engine s iflcation
J /
TOTAL DUE THIS ESTIMATE
$ 342,881.15
A roved: 49Y
Date: l'C r/ L
Working Days
Sponsor
---�
Charged As Of 42
of 65 Working Days
10/31/2009:
HWS # 52-59-1124 Page 2 Of 2 BTA 09 Est 3.xtsx