| Item Number |
Item Description |
Quantity |
Unit of Measure |
- 1 - C,W & W CONTRACTORS, INC. |
- 2 - AMETHYST CONSTRUCTION, INC. |
|
|
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
| 202-01 |
removal of structures & obstructions
|
lump |
lump |
60,000.00 |
60,000.00 |
10,000.00 |
10,000.00 |
|
|
|
|
| 202-02-C |
removal of portland cement concrete pavement
|
490   |
sq m |
8.00 |
3,920.00 |
6.50 |
3,185.00 |
|
|
|
|
| 202-02-D |
removal of concrete walks & drives
|
4,507   |
sq m |
6.00 |
27,042.00 |
6.00 |
27,042.00 |
|
|
|
|
| 202-02-G |
removal of surfacing & stabilized base
|
6,061.9 |
sq m |
4.00 |
24,247.60 |
6.00 |
36,371.40 |
|
|
|
|
| 202-02-I |
removal of wood fence
|
lump |
lump |
1,000.00 |
1,000.00 |
1.00 |
1.00 |
|
|
|
|
| 202-02-J |
removal of sign (small)
|
10   |
each |
200.00 |
2,000.00 |
1.00 |
10.00 |
|
|
|
|
| 202-02-K |
removal of sonic canopy
|
lump |
lump |
5,000.00 |
5,000.00 |
1.00 |
1.00 |
|
|
|
|
| 202-02-L |
removal of sonic canopy (attached)
|
lump |
lump |
3,000.00 |
3,000.00 |
1.00 |
1.00 |
|
|
|
|
| 202-02-M |
removal of light pole
|
3   |
each |
300.00 |
900.00 |
1.00 |
3.00 |
|
|
|
|
| 202-02-N |
removal of sign (large)
|
lump |
lump |
1,000.00 |
1,000.00 |
1.00 |
1.00 |
|
|
|
|
| 202-02-O |
removal of texaco canopy
|
lump |
lump |
2,500.00 |
2,500.00 |
1.00 |
1.00 |
|
|
|
|
| 202-02-P |
removal of underground storage tank (6,000 gallon)
|
2   |
each |
10,000.00 |
20,000.00 |
5,000.00 |
10,000.00 |
|
|
|
|
| 203-06 |
excavation & embankment
|
lump |
lump |
65,000.00 |
65,000.00 |
80,000.00 |
80,000.00 |
|
|
|
|
| 203-08 |
borrow (vehicular measurement)
|
130   |
cu m |
20.00 |
2,600.00 |
15.00 |
1,950.00 |
|
|
|
|
| 302-02-C-01 |
class ii base course (250 mm thick)(stone or recycled
pccp) |
11,419.1 |
sq m |
15.00 |
171,286.50 |
16.00 |
182,705.60 |
|
|
|
|
| 302-02-D-01 |
class ii base course (300 mm thick)(stone or recycled
pccp) |
2,629.0 |
sq m |
17.00 |
44,693.00 |
19.00 |
49,951.00 |
|
|
|
|
| 304-01 |
lime
|
118.15 |
Mg |
125.00 |
14,768.75 |
107.00 |
12,642.05 |
|
|
|
|
| 304-04-D |
lime treatment (type d) (300 mm thick)
|
10,034   |
sq m |
3.00 |
30,102.00 |
2.00 |
20,068.00 |
|
|
|
|
| 402-01-A |
traffic maintenance aggregate (vehicular measurement)
(stone or recycled pccp) |
700.0 |
cu m |
55.00 |
38,500.00 |
50.00 |
35,000.00 |
|
|
|
|
| 502-01-B |
superpave asphaltic concrete (level 2)
|
2,061.9 |
Mg |
100.00 |
206,190.00 |
90.00 |
185,571.00 |
|
|
|
|
| 502-01-B-01 |
superpave asphaltic conc wearing course (level 2f)
|
1,419.7 |
Mg |
110.00 |
156,167.00 |
95.00 |
134,871.50 |
|
|
|
|
| 509-01 |
cold planing asphaltic pavement
|
3,941   |
sq m |
2.50 |
9,852.50 |
3.00 |
11,823.00 |
|
|
|
|
| 509-02 |
contractor retained reclaimed asphaltic pavement
|
- 198   |
cu m |
10.00 |
- 1,980.00 |
0.01 |
- 1.98 |
|
|
|
|
| 601-01-M |
portland cement concrete pavement (275 mm thick)
|
8,942.5 |
sq m |
47.00 |
420,297.50 |
50.00 |
447,125.00 |
|
|
|
|
| 601-03-M |
portland cement concrete shoulder (275 mm thick)
|
174.7 |
sq m |
47.00 |
8,210.90 |
50.00 |
8,735.00 |
|
|
|
|
| 602-05-I-02 |
full depth patching of jointed concrete pavement
(225 mm thick) (15.1 sq m to 40.0 sq m) |
25.2 |
sq m |
200.00 |
5,040.00 |
400.00 |
10,080.00 |
|
|
|
|
| 602-10 |
longitudinal shoulder joints
|
418   |
ln m |
3.00 |
1,254.00 |
6.00 |
2,508.00 |
|
|
|
|
| 701-03-G |
storm drain pipe (450 mm rcp/pcp)
|
820.5 |
ln m |
90.00 |
73,845.00 |
130.00 |
106,665.00 |
|
|
|
|
| 701-03-I |
storm drain pipe (600 mm rcp/pcp)
|
170.3 |
ln m |
125.00 |
21,287.50 |
150.00 |
25,545.00 |
|
|
|
|
| 701-04-B |
storm drain pipe arch (450 mm equiv. rcpa)
|
10.5 |
ln m |
150.00 |
1,575.00 |
148.00 |
1,554.00 |
|
|
|
|
| 701-09 |
fabricating pipe fittings
|
2   |
ea |
1,500.00 |
3,000.00 |
2,000.00 |
4,000.00 |
|
|
|
|
| 701-10-K |
reinforced concrete pipe (extension)(750 mm)
|
2.4 |
ln m |
300.00 |
720.00 |
800.00 |
1,920.00 |
|
|
|
|
| 702-02-F |
manholes (mh-01)
|
1   |
ea |
2,500.00 |
2,500.00 |
4,500.00 |
4,500.00 |
|
|
|
|
| 702-03-A |
catch basins (cb-01)
|
24   |
ea |
2,000.00 |
48,000.00 |
5,000.00 |
120,000.00 |
|
|
|
|
| 702-03-C |
catch basins (cb-06)
|
17   |
ea |
3,500.00 |
59,500.00 |
5,000.00 |
85,000.00 |
|
|
|
|
| 702-03-D |
catch basins (cb-07)
|
3   |
ea |
3,500.00 |
10,500.00 |
7,000.00 |
21,000.00 |
|
|
|
|
| 702-03-F |
catch basins (cb-08)
|
4   |
ea |
5,500.00 |
22,000.00 |
9,000.00 |
36,000.00 |
|
|
|
|
| 702-04-A |
adjusting manholes
|
4   |
ea |
1,500.00 |
6,000.00 |
2,200.00 |
8,800.00 |
|
|
|
|
| 703-01 |
shoulder underdrain systems
|
381   |
ln m |
25.00 |
9,525.00 |
20.00 |
7,620.00 |
|
|
|
|
| 703-02 |
shoulder outlet underdrains
|
10   |
ea |
500.00 |
5,000.00 |
1,000.00 |
10,000.00 |
|
|
|
|
| 705-02 |
combination mesh & barbed wire fence
|
40   |
ln m |
20.00 |
800.00 |
20.00 |
800.00 |
|
|
|
|
| 705-05 |
double swinging driveway gates
|
1   |
dbgt |
600.00 |
600.00 |
450.00 |
450.00 |
|
|
|
|
| 705-06-A |
chain link fence (1200 mm height)
|
7   |
ln m |
100.00 |
700.00 |
60.00 |
420.00 |
|
|
|
|
| 705-08-A |
1200 mm double gates for chain link fence (1200mm
height) |
1   |
dbgt |
1,000.00 |
1,000.00 |
325.00 |
325.00 |
|
|
|
|
| 706-02-C |
concrete drive (150 mm thick)
|
1,488.2 |
sq m |
50.00 |
74,410.00 |
60.00 |
89,292.00 |
|
|
|
|
| 707-01 |
concrete curb
|
1,300.8 |
ln m |
20.00 |
26,016.00 |
18.00 |
23,414.40 |
|
|
|
|
| 707-03 |
combination concrete curb & gutter
|
545.1 |
ln m |
60.00 |
32,706.00 |
70.00 |
38,157.00 |
|
|
|
|
| 708-01 |
right-of-way monument
|
29   |
ea |
200.00 |
5,800.00 |
125.00 |
3,625.00 |
|
|
|
|
| 710-01 |
flowable fill
|
12   |
cu m |
200.00 |
2,400.00 |
130.00 |
1,560.00 |
|
|
|
|
| 712-01-C-01 |
concrete cast-in-place revetment (150 mm thick)(paved
ditch) |
12   |
sq m |
50.00 |
600.00 |
125.00 |
1,500.00 |
|
|
|
|
| 713-01 |
temporary signs & barricades
|
lump |
lump |
40,000.00 |
40,000.00 |
120,000.00 |
120,000.00 |
|
|
|
|
| 713-03-C |
temporary pavement markings (200 mm width)
|
767   |
ln m |
1.00 |
767.00 |
0.80 |
613.60 |
|
|
|
|
| 713-03-D |
temporary pavement markings (300 mm width)
|
179   |
ln m |
1.40 |
250.60 |
1.20 |
214.80 |
|
|
|
|
| 713-03-E |
temporary pavement markings (600 mm width)
|
52   |
ln m |
2.50 |
130.00 |
2.20 |
114.40 |
|
|
|
|
| 713-04-A |
temporary pavement markings (broken line)(100 mm width)
(1.2 m length) |
1.213 |
km |
500.00 |
606.50 |
150.00 |
181.95 |
|
|
|
|
| 713-04-A-01 |
temporary pavement markings (broken line)(100 mm width)
(1.2 m length) (type i removable) |
1.302 |
km |
2,200.00 |
2,864.40 |
3,400.00 |
4,426.80 |
|
|
|
|
| 713-04-B |
temporary pavement markings (broken line)(100 mm width)
(3.0 m length) |
3.042 |
km |
200.00 |
608.40 |
200.00 |
608.40 |
|
|
|
|
| 713-05-A |
temporary pavement markings (solid line)(100 mm width)
|
6.621 |
km |
400.00 |
2,648.40 |
360.00 |
2,383.56 |
|
|
|
|
| 713-05-A-01 |
temporary pavement markings (solid line)(100 mm width)
(type 1 removable) |
4.610 |
km |
8,500.00 |
39,185.00 |
7,400.00 |
34,114.00 |
|
|
|
|
| 713-06-A |
temporary pavement legends and symbols (arrow)
|
14   |
ea |
65.00 |
910.00 |
55.00 |
770.00 |
|
|
|
|
| 713-06-C |
temporary pavement legends and symbols (only)
|
12   |
ea |
65.00 |
780.00 |
55.00 |
660.00 |
|
|
|
|
| 713-06-F |
temporary pavement legends and symbols (exit lane only)
|
4   |
ea |
200.00 |
800.00 |
165.00 |
660.00 |
|
|
|
|
| 713-09 |
temporary precast concrete barrier (department
furnished) |
175   |
ea |
200.00 |
35,000.00 |
100.00 |
17,500.00 |
|
|
|
|
| 714-02 |
water
|
149   |
cu m |
1.00 |
149.00 |
FREE |
FREE |
|
|
|
|
| 715-01 |
topsoil
|
593   |
cu m |
25.00 |
14,825.00 |
15.00 |
8,895.00 |
|
|
|
|
| 716-01-A |
mulch (vegetative)
|
1.6 |
hctr |
1,800.00 |
2,880.00 |
1,800.00 |
2,880.00 |
|
|
|
|
| 717-01 |
seeding
|
80   |
kg |
40.00 |
3,200.00 |
15.00 |
1,200.00 |
|
|
|
|
| 718-01 |
fertilizer
|
1,786   |
kg |
1.00 |
1,786.00 |
0.60 |
1,071.60 |
|
|
|
|
| 724-01-C |
pavement patching (325 mm minimum thickness)
|
75   |
sq m |
200.00 |
15,000.00 |
100.00 |
7,500.00 |
|
|
|
|
| 724-03 |
pavement joint repair
|
50.0 |
Mg |
100.00 |
5,000.00 |
150.00 |
7,500.00 |
|
|
|
|
| 726-01 |
bedding material
|
977.6 |
cu m |
30.00 |
29,328.00 |
45.00 |
43,992.00 |
|
|
|
|
| 727-01 |
mobilization
|
lump |
lump |
75,000.00 |
75,000.00 |
100,000.00 |
100,000.00 |
|
|
|
|
| 729-01 |
sign (type a)
|
5.34 |
sq m |
50.00 |
267.00 |
150.00 |
801.00 |
|
|
|
|
| 729-08-F |
mounting (w150 x 18)
|
2   |
ea |
1,200.00 |
2,400.00 |
1,200.00 |
2,400.00 |
|
|
|
|
| 731-02 |
reflectorized raised pavement markers
|
986   |
ea |
7.00 |
6,902.00 |
6.00 |
5,916.00 |
|
|
|
|
| 732-01-C |
plastic pavement striping (200 mm width)
|
767   |
ln m |
3.00 |
2,301.00 |
2.50 |
1,917.50 |
|
|
|
|
| 732-01-D |
plastic pavement striping (300 mm width)
|
419   |
ln m |
4.00 |
1,676.00 |
4.00 |
1,676.00 |
|
|
|
|
| 732-01-E |
plastic pavement striping (600 mm width)
|
46   |
ln m |
8.00 |
368.00 |
7.40 |
340.40 |
|
|
|
|
| 732-02-A |
plastic pavement striping (solid line)(100 mm width)
|
4.995 |
km |
1,500.00 |
7,492.50 |
1,230.00 |
6,143.85 |
|
|
|
|
| 732-03-A |
plastic pavement striping (broken line)(100 mm width)
|
1.423 |
km |
500.00 |
711.50 |
420.00 |
597.66 |
|
|
|
|
| 732-03-A-01 |
plastic pavement striping (broken line)(100 mm width)
(preformed marking tape - type v) |
0.527 |
km |
4,000.00 |
2,108.00 |
3,700.00 |
1,949.90 |
|
|
|
|
| 732-04-A |
plastic pavement legends & symbols (arrow)
|
8   |
ea |
200.00 |
1,600.00 |
140.00 |
1,120.00 |
|
|
|
|
| 732-04-C |
plastic pavement legends & symbols (only)
|
8   |
ea |
250.00 |
2,000.00 |
200.00 |
1,600.00 |
|
|
|
|
| 732-04-F |
plastic pavement legends & symbols (exit lane only)
|
4   |
ea |
500.00 |
2,000.00 |
450.00 |
1,800.00 |
|
|
|
|
| 732-05 |
removal of existing markings
|
3.220 |
km |
3,000.00 |
9,660.00 |
2,600.00 |
8,372.00 |
|
|
|
|
| 735-01 |
mailboxes
|
5   |
ea |
100.00 |
500.00 |
1.00 |
5.00 |
|
|
|
|
| 735-02 |
mailbox supports (single)
|
3   |
ea |
100.00 |
300.00 |
150.00 |
450.00 |
|
|
|
|
| 735-03 |
mailbox supports (double)
|
1   |
ea |
150.00 |
150.00 |
175.00 |
175.00 |
|
|
|
|
| 740-01 |
construction layout
|
lump |
lump |
30,000.00 |
30,000.00 |
60,000.00 |
60,000.00 |
|
|
|
|
| 742-01-E |
sanitary sewer pipe (300 mm)
|
8   |
ln m |
150.00 |
1,200.00 |
250.00 |
2,000.00 |
|
|
|
|
| 742-02 |
adjusting sanitary sewer house connections
|
8   |
ea |
500.00 |
4,000.00 |
600.00 |
4,800.00 |
|
|
|
|
| 742-03 |
adjusting sanitary sewer service lines
|
60   |
ln m |
120.00 |
7,200.00 |
120.00 |
7,200.00 |
|
|
|
|
| 742-04-E |
casing (300mm cast iron)
|
8   |
ln m |
200.00 |
1,600.00 |
150.00 |
1,200.00 |
|
|
|
|
| S-001 |
removal of pcc pavement & base with asphalt overlay
|
1,122   |
sq m |
7.00 |
7,854.00 |
6.00 |
6,732.00 |
|
|
|
|
| S-002 |
signalization
|
lump |
lump |
99,000.00 |
99,000.00 |
80,000.00 |
80,000.00 |
|
|
|
|
| S-003 |
cleaning existing ditches
|
90   |
ln m |
10.00 |
900.00 |
20.00 |
1,800.00 |
|
|
|
|
| S-004 |
traffic maintenance asphaltic concrete
|
100.0 |
Mg |
100.00 |
10,000.00 |
100.00 |
10,000.00 |
|
|
|
|
| S-005 |
sawing and sealing longitudinal joints in asphaltic
concrete overlay |
631   |
ln m |
10.00 |
6,310.00 |
8.00 |
5,048.00 |
|
|
|
|
| S-006 |
sawing and sealing transverse joints in asphaltic
concrete overlay |
116   |
ln m |
10.00 |
1,160.00 |
8.00 |
928.00 |
|
|
|
|
| S-011 |
rumble strips(ground-in)
|
0.4 |
km |
12,000.00 |
4,800.00 |
15,200.00 |
6,080.00 |
|
|
|
|
| S-013 |
remove and remount existing sign face on new breakaway
posts |
1   |
ea |
2,500.00 |
2,500.00 |
500.00 |
500.00 |
|
|
|
|
| S-014 |
impact attenuators (construction zone)
|
2   |
ea |
27,500.00 |
55,000.00 |
25,000.00 |
50,000.00 |
|
|
|
|
| |
|
|
|
|
|
|
|
|
|
|
|
| | CONTRACTOR TOTAL |
|
|
|
2,274,754.55 |
|
2,488,630.39 |
|
|
|
|
|