Letting of 1/25/2006 LA DOTD Headquarters
| REBID |
|
| DBE GOAL FED |
| Lead Project: 013-13-0027 |
| Parish: ST TAMMANY |
| Routes: US 190-Y, I-10 9 td> |
| Description: INTERCHANGE AT US 190 BUSINESS ( SLIDELL ) |
Type Const:
grading, drain struct, class ii bc, superpave acp, pccp, signing, traffic signals,
cip bridge, and related work |
| | |
| Rank | License | Bidder | Amount |
|---|
| 1 | 34567 |
JAMES CONSTRUCTION GROUP LLC | $20,122,610.07 |
| 2 | 14807 |
RICHARD PRICE CONTRACTING CO, LLC | $19,903,069.47 |
| 3 | 06276 |
BARRIERE CONSTRUCTION CO., LLC. | $20,496,969.95 |
| 4 | 02179 |
BOH BROS. CONSTRUCTION CO., LLC. | $22,336,395.75 |
|
| |
| Item Number |
Item Description |
Quantity |
Unit of Measure |
- 1 -
JAMES CONSTRUCTION GROUP LLC |
- 2 -
RICHARD PRICE CONTRACTING CO, LLC |
- 3 -
BARRIERE CONSTRUCTION CO., LLC. |
- 4 -
BOH BROS. CONSTRUCTION CO., LLC. |
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
| 201-01 |
clearing and grubbing
|
lump |
lump |
100,000.00 |
100,000.00 |
45,000.00 |
45,000.00 |
100,000.00 |
100,000.00 |
300,000.00 |
300,000.00 |
| 202-01 |
removal of structures & obstructions
|
lump |
lump |
20,000.00 |
20,000.00 |
60,000.00 |
60,000.00 |
100,000.00 |
100,000.00 |
300,000.00 |
300,000.00 |
| 202-02-A |
removal of bridges (sta. 3+219; 10.23m x 79.21m
concrete slab span bridge) |
1 |
ea |
150,000.00 |
150,000.00 |
220,000.00 |
220,000.00 |
250,000.00 |
250,000.00 |
200,000.00 |
200,000.00 |
| 202-02-D |
removal of concrete walks & drives
|
1,278 |
sq m |
14.00 |
17,892.00 |
8.00 |
10,224.00 |
15.00 |
19,170.00 |
6.00 |
7,668.00 |
| 202-02-G |
removal of surfacing & stabilized base
|
28,005.7 |
sq m |
15.00 |
420,085.50 |
5.50 |
154,031.35 |
4.00 |
112,022.80 |
6.00 |
168,034.20 |
| 202-02-H |
removal of guard rail
|
325 |
ln m |
14.00 |
4,550.00 |
16.00 |
5,200.00 |
12.00 |
3,900.00 |
12.00 |
3,900.00 |
| 202-02-I |
removal of existing sign faces
|
2 |
each |
90.00 |
180.00 |
110.00 |
220.00 |
270.00 |
540.00 |
110.00 |
220.00 |
| 202-02-J |
removal of existing shoulder drains
|
770 |
ln m |
10.00 |
7,700.00 |
15.00 |
11,550.00 |
12.00 |
9,240.00 |
12.00 |
9,240.00 |
| 202-02-K |
removal of existing mailboxes
|
16 |
each |
50.00 |
800.00 |
20.00 |
320.00 |
16.00 |
256.00 |
10.00 |
160.00 |
| 202-02-L |
removal of fences
|
1,554.0 |
ln m |
4.00 |
6,216.00 |
10.00 |
15,540.00 |
10.00 |
15,540.00 |
5.00 |
7,770.00 |
| 202-02-N |
removal of existing sign
|
113 |
each |
40.00 |
4,520.00 |
110.00 |
12,430.00 |
110.00 |
12,430.00 |
120.00 |
13,560.00 |
| 202-02-O |
removal of existing sign support
|
82 |
each |
200.00 |
16,400.00 |
275.00 |
22,550.00 |
280.00 |
22,960.00 |
300.00 |
24,600.00 |
| 203-01 |
general excavation
|
86,731 |
cu m |
9.00 |
780,579.00 |
8.00 |
693,848.00 |
10.00 |
867,310.00 |
12.00 |
1,040,772.00 |
| 203-04 |
embankment
|
157,844 |
cu m |
22.00 |
3,472,568.00 |
14.00 |
2,209,816.00 |
18.00 |
2,841,192.00 |
22.00 |
3,472,568.00 |
| 204-02 |
temporary hay or straw bales
|
75 |
ea |
8.50 |
637.50 |
8.00 |
600.00 |
10.00 |
750.00 |
6.00 |
450.00 |
| 204-05-A |
temporary sediment check dams (hay)
|
69 |
ea |
100.00 |
6,900.00 |
105.00 |
7,245.00 |
110.00 |
7,590.00 |
80.00 |
5,520.00 |
| 204-06 |
temporary silt fencing
|
7,858 |
ln m |
4.50 |
35,361.00 |
4.00 |
31,432.00 |
5.00 |
39,290.00 |
4.00 |
31,432.00 |
| 302-02-B |
class ii base course (220 mm thick)
|
19,616.8 |
sq m |
24.00 |
470,803.20 |
27.15 |
532,596.12 |
26.00 |
510,036.80 |
28.00 |
549,270.40 |
| 302-02-D |
class ii base course (300 mm thick)
|
63,535.9 |
sq m |
32.00 |
2,033,148.80 |
31.36 |
1,992,485.82 |
34.00 |
2,160,220.60 |
38.00 |
2,414,364.20 |
| 304-01 |
lime
|
628.64 |
Mg |
165.00 |
103,725.60 |
110.00 |
69,150.40 |
175.00 |
110,012.00 |
100.00 |
62,864.00 |
| 304-04-D |
lime treatment (type d) (300 mm thick)
|
41,578 |
sq m |
1.70 |
70,682.60 |
0.55 |
22,867.90 |
1.20 |
49,893.60 |
0.50 |
20,789.00 |
| 502-01 |
superpave asphaltic concrete
|
8,794.7 |
Mg |
79.00 |
694,781.30 |
82.50 |
725,562.75 |
80.00 |
703,576.00 |
75.00 |
659,602.50 |
| 502-01-A |
superpave asphaltic concrete, drives, turnouts and
miscellaneous |
851.7 |
Mg |
111.00 |
94,538.70 |
138.00 |
117,534.60 |
120.00 |
102,204.00 |
125.00 |
106,462.50 |
| 601-01-K |
portland cement concrete pavement (250 mm thick)
|
31,366.1 |
sq m |
66.00 |
2,070,162.60 |
75.90 |
2,380,686.99 |
64.00 |
2,007,430.40 |
66.00 |
2,070,162.60 |
| 601-02-K |
portland cement concrete pavement (250 mm thick)
(crossovers & turnouts) |
1,436.9 |
sq m |
66.00 |
94,835.40 |
84.70 |
121,705.43 |
64.00 |
91,961.60 |
66.00 |
94,835.40 |
| 601-03-K |
portland cement concrete shoulders (250 mm thick)
|
17,413.8 |
sq m |
66.00 |
1,149,310.80 |
69.30 |
1,206,776.34 |
64.00 |
1,114,483.20 |
66.00 |
1,149,310.80 |
| 701-01-I |
cross drain pipe (600 mm rcp/pcp)
|
25.6 |
ln m |
260.00 |
6,656.00 |
200.00 |
5,120.00 |
210.00 |
5,376.00 |
275.00 |
7,040.00 |
| 701-01-K |
cross drain pipe (750 mm rcp/pcp)
|
65.0 |
ln m |
310.00 |
20,150.00 |
274.48 |
17,841.20 |
260.00 |
16,900.00 |
480.00 |
31,200.00 |
| 701-01-M |
cross drain pipe (900 mm rcp/pcp)
|
38.7 |
ln m |
350.00 |
13,545.00 |
337.78 |
13,072.08 |
340.00 |
13,158.00 |
520.00 |
20,124.00 |
| 701-02-F |
cross drain pipe arch (900 mm equiv. rcpa)
|
56.6 |
ln m |
365.00 |
20,659.00 |
355.00 |
20,093.00 |
380.00 |
21,508.00 |
560.00 |
31,696.00 |
| 701-03-G |
storm drain pipe (450 mm rcp)
|
214.5 |
ln m |
165.00 |
35,392.50 |
150.00 |
32,175.00 |
180.00 |
38,610.00 |
295.00 |
63,277.50 |
| 701-03-I |
storm drain pipe (600 mm rcp)
|
22.3 |
ln m |
190.00 |
4,237.00 |
200.00 |
4,460.00 |
240.00 |
5,352.00 |
395.00 |
8,808.50 |
| 701-05-G |
side drain pipe (450 mm)
|
31.7 |
ln m |
170.00 |
5,389.00 |
147.00 |
4,659.90 |
150.00 |
4,755.00 |
280.00 |
8,876.00 |
| 701-05-G-01 |
side drain pipe (450 mm)(bridge drain)
|
49.2 |
ln m |
180.00 |
8,856.00 |
275.00 |
13,530.00 |
300.00 |
14,760.00 |
400.00 |
19,680.00 |
| 701-05-I |
side drain pipe (600 mm)
|
48.8 |
ln m |
220.00 |
10,736.00 |
200.00 |
9,760.00 |
180.00 |
8,784.00 |
340.00 |
16,592.00 |
| 701-05-K |
side drain pipe (750 mm)
|
18.8 |
ln m |
330.00 |
6,204.00 |
274.00 |
5,151.20 |
230.00 |
4,324.00 |
410.00 |
7,708.00 |
| 701-05-M |
side drain pipe (900 mm)
|
80.3 |
ln m |
350.00 |
28,105.00 |
233.00 |
18,709.90 |
270.00 |
21,681.00 |
430.00 |
34,529.00 |
| 701-05-O |
side drain pipe (1200 mm)
|
22.3 |
ln m |
485.00 |
10,815.50 |
286.00 |
6,377.80 |
350.00 |
7,805.00 |
540.00 |
12,042.00 |
| 701-06-H |
side drain pipe arch (1200 mm equiv.)
|
85.0 |
ln m |
490.00 |
41,650.00 |
330.00 |
28,050.00 |
390.00 |
33,150.00 |
600.00 |
51,000.00 |
| 702-03-A-01 |
catch basins (cb-01)(bridge end drain)
|
4 |
ea |
3,000.00 |
12,000.00 |
4,500.00 |
18,000.00 |
4,500.00 |
18,000.00 |
4,000.00 |
16,000.00 |
| 702-03-C |
catch basins (cb-06)
|
9 |
ea |
4,500.00 |
40,500.00 |
3,633.00 |
32,697.00 |
5,200.00 |
46,800.00 |
6,000.00 |
54,000.00 |
| 704-01-A |
guard rail (single thrie beam)(950 mm post spacing)
|
194.78 |
ln m |
100.00 |
19,478.00 |
138.00 |
26,879.64 |
140.00 |
27,269.20 |
110.00 |
21,425.80 |
| 704-01-C |
guard rail (double thrie beam)(950 mm post spacing)
|
76.20 |
ln m |
130.00 |
9,906.00 |
154.00 |
11,734.80 |
160.00 |
12,192.00 |
130.00 |
9,906.00 |
| 704-03 |
blocked out guard rail
|
503.95 |
ln m |
55.00 |
27,717.25 |
66.00 |
33,260.70 |
65.00 |
32,756.75 |
55.00 |
27,717.25 |
| 704-05 |
guard rail anchor sections (bct)
|
11.43 |
ln m |
220.00 |
2,514.60 |
253.00 |
2,891.79 |
250.00 |
2,857.50 |
220.00 |
2,514.60 |
| 704-06-A |
guard rail anchor sections (trailing end)(single thrie
beam) |
38.35 |
ln m |
270.00 |
10,354.50 |
270.00 |
10,354.50 |
260.00 |
9,971.00 |
260.00 |
9,971.00 |
| 704-08-B |
guard rail transitions (double thrie beam)
|
15.24 |
ln m |
170.00 |
2,590.80 |
143.00 |
2,179.32 |
140.00 |
2,133.60 |
150.00 |
2,286.00 |
| 704-11-A |
guard rail end treatment (flared)
|
22 |
ea |
1,900.00 |
41,800.00 |
2,585.00 |
56,870.00 |
2,500.00 |
55,000.00 |
1,650.00 |
36,300.00 |
| 705-06-A |
chain link fence (1200 mm height)
|
2,037 |
ln m |
45.00 |
91,665.00 |
36.00 |
73,332.00 |
48.00 |
97,776.00 |
48.00 |
97,776.00 |
| 706-02-C |
concrete drive (150 mm thick)
|
392.6 |
sq m |
55.00 |
21,593.00 |
59.40 |
23,320.44 |
60.00 |
23,556.00 |
55.00 |
21,593.00 |
| 706-03-A |
incidental concrete paving (100 mm thick)
|
3,523.3 |
sq m |
40.00 |
140,932.00 |
37.95 |
133,709.23 |
50.00 |
176,165.00 |
45.00 |
158,548.50 |
| 707-01-A |
concrete curb (150mm barrier)
|
220.1 |
ln m |
45.00 |
9,904.50 |
55.00 |
12,105.50 |
30.00 |
6,603.00 |
20.00 |
4,402.00 |
| 707-01-B |
concrete curb (100mm mountable)
|
1,761.1 |
ln m |
40.00 |
70,444.00 |
34.00 |
59,877.40 |
30.00 |
52,833.00 |
25.00 |
44,027.50 |
| 707-03 |
combination concrete curb & gutter
|
117.5 |
ln m |
70.00 |
8,225.00 |
100.00 |
11,750.00 |
100.00 |
11,750.00 |
90.00 |
10,575.00 |
| 708-01 |
right-of-way monument
|
90 |
ea |
450.00 |
40,500.00 |
450.00 |
40,500.00 |
250.00 |
22,500.00 |
100.00 |
9,000.00 |
| 712-01-C |
concrete cast-in-place revetment (150mm thick)
|
1,275 |
sq m |
45.00 |
57,375.00 |
86.50 |
110,287.50 |
90.00 |
114,750.00 |
65.00 |
82,875.00 |
| 713-01 |
temporary signs & barricades
|
lump |
lump |
200,000.00 |
200,000.00 |
310,000.00 |
310,000.00 |
300,000.00 |
300,000.00 |
350,000.00 |
350,000.00 |
| 713-05-A |
temporary pavement markings (solid line)(100 mm width)
|
14.836 |
km |
570.00 |
8,456.52 |
627.00 |
9,302.17 |
1,200.00 |
17,803.20 |
500.00 |
7,418.00 |
| 713-09 |
temporary precast concrete barrier (department
furnished) |
730 |
ea |
180.00 |
131,400.00 |
220.00 |
160,600.00 |
225.00 |
164,250.00 |
300.00 |
219,000.00 |
| 717-01 |
seeding
|
478 |
kg |
16.00 |
7,648.00 |
15.00 |
7,170.00 |
17.00 |
8,126.00 |
14.00 |
6,692.00 |
| 718-01 |
fertilizer
|
15,830 |
kg |
0.55 |
8,706.50 |
0.87 |
13,772.10 |
0.60 |
9,498.00 |
0.50 |
7,915.00 |
| 722-01 |
project site laboratory
|
1.00 |
ea |
5,000.00 |
5,000.00 |
50,000.00 |
50,000.00 |
100,000.00 |
100,000.00 |
15,000.00 |
15,000.00 |
| 725-02 |
temporary detour roads
|
1,317.4 |
sq m |
60.00 |
79,044.00 |
65.50 |
86,289.70 |
55.00 |
72,457.00 |
75.00 |
98,805.00 |
| 726-01 |
bedding material
|
228.3 |
cu m |
80.00 |
18,264.00 |
50.00 |
11,415.00 |
90.00 |
20,547.00 |
60.00 |
13,698.00 |
| 727-01 |
mobilization
|
lump |
lump |
2,000,000.00 |
2,000,000.00 |
1,500,000.00 |
1,500,000.00 |
900,000.00 |
900,000.00 |
2,100,000.00 |
2,100,000.00 |
| 729-01 |
sign (type a)
|
80.28 |
sq m |
180.00 |
14,450.40 |
187.00 |
15,012.36 |
180.00 |
14,450.40 |
200.00 |
16,056.00 |
| 729-02 |
sign (type b)
|
1.52 |
sq m |
255.00 |
387.60 |
226.00 |
343.52 |
220.00 |
334.40 |
210.00 |
319.20 |
| 729-04 |
sign (type d)
|
407.94 |
sq m |
225.00 |
91,786.50 |
198.00 |
80,772.12 |
200.00 |
81,588.00 |
225.00 |
91,786.50 |
| 729-05 |
sign (type e)
|
63.17 |
sq m |
260.00 |
16,424.20 |
237.00 |
14,971.29 |
230.00 |
14,529.10 |
270.00 |
17,055.90 |
| 729-06 |
sign (overhead mounted)
|
451.07 |
sq m |
220.00 |
99,235.40 |
204.00 |
92,018.28 |
200.00 |
90,214.00 |
260.00 |
117,278.20 |
| 729-08-A |
mounting (63.5mm post)
|
24 |
each |
560.00 |
13,440.00 |
715.00 |
17,160.00 |
700.00 |
16,800.00 |
580.00 |
13,920.00 |
| 729-08-B |
mounting (88.9mm post)
|
10 |
each |
670.00 |
6,700.00 |
825.00 |
8,250.00 |
800.00 |
8,000.00 |
700.00 |
7,000.00 |
| 729-08-B-01 |
mounting (88.9mm post)
|
2 |
each |
670.00 |
1,340.00 |
825.00 |
1,650.00 |
800.00 |
1,600.00 |
640.00 |
1,280.00 |
| 729-08-F |
mounting (w150 x 18)
|
16 |
each |
750.00 |
12,000.00 |
1,045.00 |
16,720.00 |
1,050.00 |
16,800.00 |
850.00 |
13,600.00 |
| 729-08-G |
mounting (w200 x 27)
|
6 |
each |
1,100.00 |
6,600.00 |
1,375.00 |
8,250.00 |
1,400.00 |
8,400.00 |
1,000.00 |
6,000.00 |
| 729-08-H |
mounting (w200 x 36)
|
40 |
ea |
1,200.00 |
48,000.00 |
1,815.00 |
72,600.00 |
1,800.00 |
72,000.00 |
1,400.00 |
56,000.00 |
| 729-09 |
mounting (overhead truss)(ground mounted)
|
1 |
each |
60,000.00 |
60,000.00 |
49,500.00 |
49,500.00 |
50,000.00 |
50,000.00 |
54,000.00 |
54,000.00 |
| 729-10 |
mounting (overhead truss)(structure mounted)
|
1 |
ea |
60,000.00 |
60,000.00 |
55,000.00 |
55,000.00 |
55,000.00 |
55,000.00 |
51,000.00 |
51,000.00 |
| 729-11 |
mounting (overhead cantilever)(ground mounted)
|
14 |
each |
20,000.00 |
280,000.00 |
23,870.00 |
334,180.00 |
24,000.00 |
336,000.00 |
26,000.00 |
364,000.00 |
| 729-13 |
mounting (bridge fascia mounted)
|
2 |
ea |
4,500.00 |
9,000.00 |
6,600.00 |
13,200.00 |
7,000.00 |
14,000.00 |
7,000.00 |
14,000.00 |
| 729-16-C |
object marker assembly (type 3)
|
6 |
ea |
100.00 |
600.00 |
77.00 |
462.00 |
80.00 |
480.00 |
70.00 |
420.00 |
| 729-19-A |
dead end road installation (type a)
|
1 |
ea |
1,500.00 |
1,500.00 |
4,290.00 |
4,290.00 |
5,000.00 |
5,000.00 |
3,800.00 |
3,800.00 |
| 729-20-A |
footings for overhead mountings (cantilever)
|
14 |
ea |
15,000.00 |
210,000.00 |
9,500.00 |
133,000.00 |
12,000.00 |
168,000.00 |
18,300.00 |
256,200.00 |
| 729-20-B |
footings for overhead mountings (truss)
|
2 |
ea |
13,000.00 |
26,000.00 |
20,000.00 |
40,000.00 |
13,000.00 |
26,000.00 |
18,300.00 |
36,600.00 |
| 729-21 |
u-channel post
|
8 |
ea |
50.00 |
400.00 |
100.00 |
800.00 |
100.00 |
800.00 |
130.00 |
1,040.00 |
| 731-02 |
reflectorized raised pavement markers
|
782 |
ea |
6.00 |
4,692.00 |
6.00 |
4,692.00 |
6.00 |
4,692.00 |
5.50 |
4,301.00 |
| 732-02-A |
plastic pavement striping (solid line)(100 mm width)
|
14.532 |
km |
1,400.00 |
20,344.80 |
1,470.00 |
21,362.04 |
1,500.00 |
21,798.00 |
1,350.00 |
19,618.20 |
| 732-02-C |
plastic pavement striping (solid line)(200 mm width)
|
1.199 |
km |
2,000.00 |
2,398.00 |
2,203.00 |
2,641.39 |
2,200.00 |
2,637.80 |
2,700.00 |
3,237.30 |
| 732-02-E |
plastic pavement striping (solid line)(600 mm width)
|
0.246 |
km |
8,100.00 |
1,992.60 |
8,824.00 |
2,170.70 |
9,000.00 |
2,214.00 |
8,000.00 |
1,968.00 |
| 732-03-A |
plastic pavement striping (broken line)(100 mm width)
(3m w/9m gap) |
9.218 |
km |
1,400.00 |
12,905.20 |
1,475.00 |
13,596.55 |
1,500.00 |
13,827.00 |
600.00 |
5,530.80 |
| 732-03-B |
plastic pavement striping (broken line)(100 mm width)
(600mm w/ 1.2m gap) |
0.142 |
km |
8,100.00 |
1,150.20 |
8,853.00 |
1,257.12 |
9,000.00 |
1,278.00 |
1,400.00 |
198.80 |
| 732-04-A |
plastic pavement legends & symbols (arrow)
|
16 |
ea |
160.00 |
2,560.00 |
171.00 |
2,736.00 |
160.00 |
2,560.00 |
150.00 |
2,400.00 |
| 732-04-C |
plastic pavement legends & symbols (only)
|
8 |
ea |
160.00 |
1,280.00 |
182.00 |
1,456.00 |
180.00 |
1,440.00 |
175.00 |
1,400.00 |
| 732-05 |
removal of existing markings
|
3.015 |
km |
3,500.00 |
10,552.50 |
3,695.00 |
11,140.42 |
4,000.00 |
12,060.00 |
2,200.00 |
6,633.00 |
| 735-01 |
mailboxes
|
16 |
ea |
6.00 |
96.00 |
1.00 |
16.00 |
1.00 |
16.00 |
1.00 |
16.00 |
| 735-02 |
mailbox supports (single)
|
8 |
ea |
125.00 |
1,000.00 |
150.00 |
1,200.00 |
135.00 |
1,080.00 |
140.00 |
1,120.00 |
| 735-04 |
mailbox supports (multiple)
|
3 |
ea |
280.00 |
840.00 |
350.00 |
1,050.00 |
310.00 |
930.00 |
320.00 |
960.00 |
| 736-07 |
traffic signal system
|
lump |
lump |
150,000.00 |
150,000.00 |
145,200.00 |
145,200.00 |
140,000.00 |
140,000.00 |
150,000.00 |
150,000.00 |
| 740-01 |
construction layout
|
lump |
lump |
150,000.00 |
150,000.00 |
400,000.00 |
400,000.00 |
300,000.00 |
300,000.00 |
250,000.00 |
250,000.00 |
| 744-01 |
traffic control management
|
lump |
lump |
10,000.00 |
10,000.00 |
50,000.00 |
50,000.00 |
10,000.00 |
10,000.00 |
15,000.00 |
15,000.00 |
| 802-02 |
structural excavation for intermediate bents
|
526.2 |
cu m |
200.00 |
105,240.00 |
88.00 |
46,305.60 |
200.00 |
105,240.00 |
80.00 |
42,096.00 |
| 804-01-B |
precast concrete piles (350 mm)
|
40.0 |
ln m |
250.00 |
10,000.00 |
209.00 |
8,360.00 |
340.00 |
13,600.00 |
190.00 |
7,600.00 |
| 804-01-D |
precast concrete piles (450 mm)
|
972.0 |
ln m |
260.00 |
252,720.00 |
212.00 |
206,064.00 |
350.00 |
340,200.00 |
192.00 |
186,624.00 |
| 804-01-F |
precast concrete piles (600 mm)
|
594.0 |
ln m |
450.00 |
267,300.00 |
310.00 |
184,140.00 |
460.00 |
273,240.00 |
282.00 |
167,508.00 |
| 804-05 |
precast concrete test piles
|
1 |
ea |
30,000.00 |
30,000.00 |
8,085.00 |
8,085.00 |
17,000.00 |
17,000.00 |
7,350.00 |
7,350.00 |
| 804-09 |
loading test piles
|
1 |
ea |
10,000.00 |
10,000.00 |
21,450.00 |
21,450.00 |
28,000.00 |
28,000.00 |
19,500.00 |
19,500.00 |
| 804-10 |
reloading test piles
|
1 |
ea |
1,000.00 |
1,000.00 |
825.00 |
825.00 |
1,600.00 |
1,600.00 |
750.00 |
750.00 |
| 804-11 |
redriving test piles
|
1 |
ea |
1,000.00 |
1,000.00 |
550.00 |
550.00 |
700.00 |
700.00 |
500.00 |
500.00 |
| 804-12 |
loading permanent piles
|
1 |
ea |
1,000.00 |
1,000.00 |
16,500.00 |
16,500.00 |
700.00 |
700.00 |
15,000.00 |
15,000.00 |
| 804-17 |
dynamic monitoring
|
3 |
ea |
600.00 |
1,800.00 |
1,210.00 |
3,630.00 |
1,300.00 |
3,900.00 |
1,100.00 |
3,300.00 |
| 805-01-A |
class a concrete (pipe headwalls)
|
188.95 |
cu m |
1,000.00 |
188,950.00 |
1,176.00 |
222,205.20 |
1,000.00 |
188,950.00 |
1,200.00 |
226,740.00 |
| 805-01-B |
class a concrete (box culvert headwalls)
|
33.04 |
cu m |
1,000.00 |
33,040.00 |
1,200.00 |
39,648.00 |
1,000.00 |
33,040.00 |
1,700.00 |
56,168.00 |
| 805-01-D |
class a concrete (footings)
|
218.58 |
cu m |
400.00 |
87,432.00 |
715.00 |
156,284.70 |
500.00 |
109,290.00 |
650.00 |
142,077.00 |
| 805-01-F |
class a concrete (bents)
|
346.26 |
cu m |
850.00 |
294,321.00 |
1,320.00 |
457,063.20 |
1,600.00 |
554,016.00 |
1,200.00 |
415,512.00 |
| 805-03 |
class aa concrete
|
761.09 |
cu m |
800.00 |
608,872.00 |
770.00 |
586,039.30 |
1,400.00 |
1,065,526.00 |
700.00 |
532,763.00 |
| 805-08-D |
precast-prestressed concrete girders (type iv)
|
1,654.00 |
ln m |
510.00 |
843,540.00 |
550.00 |
909,700.00 |
800.00 |
1,323,200.00 |
500.00 |
827,000.00 |
| 805-11 |
strip seal joints
|
59.26 |
ln m |
600.00 |
35,556.00 |
550.00 |
32,593.00 |
400.00 |
23,704.00 |
500.00 |
29,630.00 |
| 805-12-E-01 |
reinforced concrete box culverts (2100 mm x 2100 mm)
(extenion) |
19.82 |
ln m |
3,000.00 |
59,460.00 |
2,700.00 |
53,514.00 |
2,200.00 |
43,604.00 |
4,500.00 |
89,190.00 |
| 805-12-Y-01 |
reinforced concrete box culverts (2 - 1200 mm x 600 mm)
(extenion) |
17.90 |
ln m |
2,800.00 |
50,120.00 |
1,500.00 |
26,850.00 |
1,600.00 |
28,640.00 |
4,300.00 |
76,970.00 |
| 806-01 |
deformed reinforcing steel
|
168,566 |
kg |
1.60 |
269,705.60 |
2.31 |
389,387.46 |
2.50 |
421,415.00 |
2.10 |
353,988.60 |
| 807-06 |
structural metalwork
|
lump |
lump |
10,000.00 |
10,000.00 |
11,000.00 |
11,000.00 |
22,000.00 |
22,000.00 |
10,000.00 |
10,000.00 |
| 810-01 |
concrete railing ( barrier f-shape )
|
232.00 |
ln m |
160.00 |
37,120.00 |
176.00 |
40,832.00 |
150.00 |
34,800.00 |
160.00 |
37,120.00 |
| 813-01 |
concrete approach slabs
|
705.48 |
sq m |
180.00 |
126,986.40 |
220.00 |
155,205.60 |
250.00 |
176,370.00 |
200.00 |
141,096.00 |
| S-001 |
saw cutting (full depth)
|
10 |
ln m |
50.00 |
500.00 |
44.00 |
440.00 |
50.00 |
500.00 |
30.00 |
300.00 |
| S-002 |
portable impact attenuator
|
6 |
each |
25,000.00 |
150,000.00 |
25,200.00 |
151,200.00 |
25,000.00 |
150,000.00 |
21,000.00 |
126,000.00 |
| S-003 |
remove and remount existing logos
|
88 |
each |
35.00 |
3,080.00 |
55.00 |
4,840.00 |
55.00 |
4,840.00 |
325.00 |
28,600.00 |
| S-004 |
remove and remount existing signs
|
6 |
each |
400.00 |
2,400.00 |
198.00 |
1,188.00 |
200.00 |
1,200.00 |
450.00 |
2,700.00 |
| S-101 |
construction sheeting
|
lump |
lump |
200,000.00 |
200,000.00 |
892,500.00 |
892,500.00 |
275,000.00 |
275,000.00 |
750,000.00 |
750,000.00 |
| S-102 |
dynamic analysis
|
3 |
each |
3,000.00 |
9,000.00 |
1,100.00 |
3,300.00 |
2,800.00 |
8,400.00 |
1,000.00 |
3,000.00 |
| |
|
|
|
|
|
|
|
|
|
|
|
| | CONTRACTOR TOTAL |
|
|
|
20,122,610.07 |
|
19,903,069.47 |
|
20,496,969.95 |
|
22,336,395.75 |
|
|
