HomeMy WebLinkAboutENGINEERS ESTIMATE 03/24/2004 WED 9 :59 FAX 979 693 2554 McClure Engineering Inc. 444 Development Sery ?001/003
11L
✓ 1
c - 323
2 34
FAX T1ANsMIssIoN - C
u
MCCLURE ENGINEERING, INC.
1008 Woodcrcck Drive, Suite 103
College Station, Texas 77845
(979) 693 -3838
Fax: (979) 693 -2554
To: Spencer Thompson Date: March 24, 2004
City of College Station
Fax #: 764 -3486 Pages: 3, including this cover sheet
From: Kent Laza, P.E.
Subject: Revised Estimate for Westfield Village Phases 2 & 3
COMMENTS:
Spencer,
At Randy French's request, am sending this revised estimate of the construction
cost for Westfield Village Phases 2 & 3. This estimate deletes the 18" water line along
Barron Road that was in our original estimate and takes into account all adjustments in
the plans following review by the City. These prices reflect the bid amounts we received
from our contractor. Please call if you have questions.
Kent
V \ 60L
0 ,
.„(0€4,4 itvveQ.1 c<t_e
03/24/2004 WED 9 :59 FAX 979 693 2554 McClure Engineering Inc. 444 Development Sery ?002/003
WESTFIELD VILLAGE, PHASES 2 & 3
Revised Engineer' Estimate
March 23, 2004
Item -
No Description Unit Quantity Unit Price Total
raving Construction
1 Prepare Worts Area Lump Sum 1 17,000.00 17,000.00
2 Clearing and Grubbing ACRE 23 1,000.00 22,700.00
3 Bxcavation (Roadway and Channel) C.Y. 9,775 3.45 33,723.75
4 1.5" HMAC Surface Course S.Y. 14,193 3.70 52,514.10
5 6" Lime Stabilized Subgrade _ S.Y. 18,092 2.75 49,753.00
6 Extra Lime Ton 110 78.00 8,580.00
7 7" Crushed Limestone Base S.Y. 6.763 6.20 41,930.60
8 6" Crushed Limestone Base S.Y. 7,429 5.65 41,973.85
9 Curb and Gutter (all types) L.F. 7,783 6.40 49,811.20
10 Concrete Pavement (aprons) S.Y. 1,238 31.00 38,378.00
1I 4" Sidewalk S.F 1 2.45 46,775.40
12 Sidewalk Ramps S.F 391 8.75 3,421.25
13 End of Road Markers EACH 8 72.00 576.00
Paving Subtotal 407,137.15
Drainage System Construction
14 15" Reinf Concrete Pipe, Str. Backfill ' L.F. 60 31.00 1,860.00
15 18" Reinf. Concrete Pipe, Str. Backfill L.F. 732 28.75 21,045,00
16 21 " Reim Concrete Pipe, Str. Backfill L.F. 366 31.50 11,529.00
17 24" Reinf Concrete Pipe, Str. Backfill L.I. 798 36.00 28,728.00
18 30" Reim: Concrete Pipe, Non -Str. Backfill L.F. 125 43.00 5,375.00
19 48" Reinf Concrete Pip; Non -Str. Backfili 1 LF. 20 82.00 1,640.00
20 Standard 10' Inlet EACH 9 2,600.00 23,400.00
21 Standard 5' Inlet EACH 16 2,000.00 32,000.00
22 Junction Box EACH 1 2,600.00 2,600.00
23 Connect to existing inlet EACH 2 360.00 720.00
24 Sloped Headwall for 30" RCP EACH 1 980.00 980.00
25 Sloped Headwall for 48" RCP EACH 1 1,900.00 1,900.00
26 Dry Concrete Rip -Rap S.F. 364 3.80 1,383.20
27 Hydromulch Seeding S.Y. 17,175 0.30 5,152.50
28 Construction Exit S.Y. 333 _ 1.85 616.05
29 Inlet Protection EACH 25 18.00 450.00
30 Silt Fence L.F_ 2,500 2.00 5,000.00
31 Straw Bale Barrier EACH 5 1 600.00
32 Trench Safety (storm drain) L.F. 2,101 0.10 210.10
Drainage System Subtotal 145,188.85
Water System Construction
33 6" PVC. C900 Water Line, Str. Backfill L.F. 215 16.00 3,440.00
34 6" PVC, C900 Water Line, Non -Str. Backfill L.F. 1,110 12.30 13,653.00
35 8" PVC, C900 Water Line, Str. Backfill L.F. 339 18.30 6,203.70
36 8" PVC, C900 Water Line, Non-Sir. Backfill L.F. 1,191 16.60 19,770.60
37 12" PVC, C900 Water Line, Str. Backfill L.F. 1,279 27.40 35,044.60
3r 12" PVC, C900 Water Line, w/ 24" Steel Casing, bored (dry) L.F. 50 227.00 11,350.00
39 Fire Hydrant Assembly EACH 4 1,935.00 7,740.00
40 6" Gate Valve EACH 2 415.00 830.00
41 6 "x 13" Anchor Coupling EACH 3 69.00 207.00
42 6 "x 1.5" Tapped Tee EACH 1 153.00 153.00
03/24/2004 WED 9:59 FAX 979 693 2554 McClure Engineering Inc, 444 Development Sery Z003/003
9
WESTFIELD VILLAGE, PHASES 2 & 3
Revised Engineer' Estimate
March 23, 2004
V Item
No_ Description Unit Quantity Unit Price Total
43 6"x 45 degree Rend EACH 4 116.00 464.00
44 8" Gate Valve EACH 6 610.00 3,660.00
45 8 "x 13" Anchor Coupling EACH 8 125.00 1,000.00
46 8 "x 6" Tee EACH 2 205,00 410.00
47 8"x 8" Tee EACH 1 214.00 214.00
48 8 "x 4 5 degree Bend EACH 4 140.00 560.00
49 8 "x 22.5 degree Bend EACH 2 140.00 280.00
50 8 "x 1 " Tapped Tee EACH 1 180.00 180.00
51 8"x 1.5" Tapped Tee EACH 6 180.00 1,080.00
52 12 "x 8" Tee EACH 1 500.00 500.00
53 12"x 13" Anchor Coupling EACH 2 355.00 710.00
54 12" Gate Valve EACH 3 1,120.00 3,360.00
55 Flushing Valve EACH 1 660.00 660.00
56 Connect to existing water line EACH 4 200.00 800.00
57 Remove/replace 2" valve for Wellborn SUD _ EACH 1 435.00 435.00
58 2" Blow Off Assembly EACH 3 395.00 1,185.00
59 4" Irrigation conduit (Sch 40 PVC) L.F. 70 9.50 665.00
60 1" Type K Copper Water Ser., 54 ft. avg. length EACH 4 590.00 2,360.00
61 1.5" Type K Copper Water Ser., 56 f1. avg. length EACH 17 870.00 14,790.00
62 Trench Safety (water) _ L.F. 4,134 0.10 413.40
Water System Subtotal 132,11830
Sewer S ystem Construction
63 6" PVC, D -3034, Str. Backfill L.F. 143 25.00 3,575,00
64 6" PVC, D -3034, Non -Str. Backfill L.F. 991 13.50 13,378.50
65 6" PVC, D- 2241, Str. Backfill LP_ 20 26.00 520.00
66 8" PVC, 0-3034, Str. Backfill L.P. 190 2750 5,225.00
67 8" PVC, D -3034, Non -Str. Backfill . - L.F. _ 740 14.70 10,878.00_
68 Standard Manhole, 0 -8' ft. deep EACH 3 1,620.00 4,860.00
69 Standard Manhole, 8 -10 ft. deep EACH 9 1,825.00 16,425.00
70 Connect to existing manhole EACH 1 500.00 500.00
71 4" Sewer Service < 10' Length (6' Average) EACH 1 330.00 330.00
72 4" Sewer Service > 10' Length (54' Average) EACH 18 995.00 17 910.00
sewer - � --
73 Trench Safety (sewer) ) L.F. LI' .. - � 2,084 0.40 833.60
Sewer System Subtotal 74,435.10
Total Construction Cost $758,879.40
p g
* a P
4 •'
•
KENT M. ' /'
k k sisis t
. s
/ 1 ';
3/2
WESTFIELD VILLAGE, PHASES 2 & 3
• ^ ENGINEER'S ESTIMATE
September 30, 2003 _
Item Estimated
Description Unit Quantity Total
No. Unit Price
Paving Construction
1 Prepare Work Area Lump Sum 1 22,500.00 22,500.00
2 Clearing and Grubbing ACRE 23 1,000.00 22,700.00
3 Excavation (Roadway and Channel) C.Y. 7,660 3.75 28,725.00
4 1.5" HMAC Surface Course S.Y. 14,193 3.80 53,933.40
5 6" Lime Stabilized Subgrade S.Y. 18,092 3.00 54,276.00
6 Extra Lime Ton 110 85.00 9,350.00
7 7" Crushed Limestone Base S.Y. 6,763 6.75 45,650.25
8 6" Crushed Limestone Base S.Y. 7,429 5.80 43,088.20
9 Curb and Gutter (all types) L.F. 7,783 7.50 58,372.50
10 Concrete Pavement (aprons) S.Y. 1,238 35.00 43,330.00
11 4" Sidewalk S.F 14,794 2.60 38,464.40
12 Sidewalk Ramps S.F 391 9.00 3,519.00
13 End of Road Markers EACH 8 200.00 1,600.00
Paving Subtotal $425,508.75
Drainage System Construction
14 15" Reinf. Concrete Pipe, Str. Backfill L.F. 128 30.00 3,840.00
15 18" Rein£ Concrete Pipe, Str. Backfill L.F. 786 34.00 26,715.84
16 21" Rein£ Concrete Pipe, Str. Backfill L.F. 342 36.00 12,297.24
17 24" Rein£ Concrete Pipe, Str. Backfill L.F. 963 38.00 36,601.60
18 30" Rein£ Concrete Pipe, Non -Str. Backfill L.F. 125 42.00 5,250.00
19 48" Rein£ Concrete Pipe, Non -Str. Backfill L.F. 20 75.00 1,500.00
20 5x4 RCBC, Str. Backfill L.F. 32 205.00 6,560.00
21 5x4 RCBC, Non -Str. Backfill L.F. 44 200.00 8,800.00
22 Standard 10' Inlet EACH 7 3,000.00 21,000.00
23 Standard 5' Inlet EACH 15 2,400.00 36,000.00
24 Special 5' Inlet EACH 2 3,000.00 6,000.00
25 Junction Box EACH 1 2,500.00 2,500.00
26 Connect to existing inlet EACH 2 600.00 1,200.00
27 Sloped Headwall for 30" RCP EACH 1 800.00 800.00
28 Sloped Headwall for 48" RCP EACH 1 1,600.00 1,600.00
29 Sloped Headwall for 5x4 RCBC EACH 2 3,900.00 7,800.00
30 Dry Concrete Rip -Rap S.F. 996 5.00 4,980.00
31 Hydromulch Seeding S.Y. 16,611 0.50 8,305.50
32 Construction Exit S.Y. 333 15.00 4,995.00
33 Inlet Protection EACH 24 50.00 1,200.00
34 Silt Fence L.F. 2,547 2.50 6,367.50
35 Trench Safety (storm drain) L.F. 2,440 0.50 1,219.78
Drainage System Subtotal $205,532.46
WESTFIELD VILLAGE, PHASES 2 & 3
' ENGINEER'S ESTIMATE
September 30, 2003
Item Estimated
Description Unit Quantity Total
No. Unit Price _
Water System Construction
36 6" PVC, C900 Water Line, Str. Backfill L.F. 215 20.00 4,300.00
37 6" PVC, C900 Water Line, Non -Str. Backfill L.F. 1,110 14.00 15,541.54
38 8" PVC, C900 Water Line, Str. Backfill L.F. 339 23.00 7,797.00
39 8" PVC, C900 Water Line, Non -Str. Backfill L.F. 1,192 18.00 21,448.44
40 12" PVC, C900 Water Line, Str. Backfill L.F. 1,274 30.00 38,220.00
41 12" PVC, C900 Water Line, w/ 24" Steel Casing, bored (wet) L.F. 54 275.00 14,850.00
42 18" D.I.P., CL 250, Str. Backfill L.F. 543 60.00 32,595.00
43 Fire Hydrant Assembly EACH 4 2,200.00 8,800.00
44 6" Gate Valve EACH 2 475.00 950.00
45 6 "x 13" Anchor Coupling EACH 3 100.00 300.00
46 6 "x 1.5" Tapped Tee EACH 1 250.00 250.00
47 6 "x 45 degree Bend EACH 4 160.00 640.00
48 8" Gate Valve EACH 6 650.00 3,900.00
49 8 "x 13" Anchor Coupling EACH 8 160.00 1,280.00
50 8 "x 6" Tee EACH 2 230.00 460.00
51 8 "x 8" Tee EACH 1 250.00 250.00
52 8 "x 45 degree Bend EACH 4 200.00 800.00
53 8 "x 1" Tapped Tee EACH 1 150.00 150.00
54 8 "x 1.5" Tapped Tee EACH 6 150.00 900.00
55 12 "x 8" Tee EACH 1 500.00 500.00
56 12 "x 13" Anchor Coupling EACH 3 300.00 900.00
57 12" Gate Valve EACH 3 1,100.00 3,300.00
58 18 "x 12" Tee EACH 1 1,400.00 1,400.00
59 18" Butterfly Valve EACH 1 6,500.00 6,500.00
60 Connect to existing water line EACH 4 500.00 2,000.00
61 Remove/replace 2" valve for Wellborn SUD EACH 1 400.00 400.00
62 2" Blow Off Assembly EACH 3 525.00 1,575.00
63 1" Type K Copper Water Ser., 51 ft. avg. length EACH 2 550.00 1,100.00
64 1.5" Type K Copper Water Ser., 55 ft. avg. length EACH 19 750.00 14,250.00
65 Trench Safety (water) L.F. 4,673 0.50 2,336.47
Water System Subtotal $187,693.45
Sewer System Construction
66 6" PVC, D -3034, Str. Backfill L.F. 143 29.00 4,147.00
67 6" PVC, D -3034, Non -Str. Backfill L.F. 979 15.00 14,689.35
68 6" PVC, D -2241, Str. Backfill L.F. 20 30.00 600.00
69 8" PVC, D -3034, Str. Backfill L.F. 230 31.00 7,130.00
70 8" PVC, D -3034, Non -Str. Backfill L.F. 574 17.00 9,751.71
71 Standard Manhole, 0 -8' ft. deep EACH 5 1,850.00 9,250.00
72 Standard Manhole, 8 -10 ft. deep EACH 6 2,050.00 12,300.00
73 Standard Manhole, 10 -12 ft. deep EACH 1 2,410.00 2,410.00
74 Connect to existing manhole EACH 1 750.00 750.00
.. . t l `1 ervice < 10' Length (6' Average) EACH 1 200.00 200.00
‘` '''.` " ' L 'ce > 1 Length (52' Average) EACH 17 1,000.00 17,000.00
�, � i I Np - -wer) L.F. 1,946 2.00 3,891.84
t Sewer System Subtotal $82,119.90
K C N 1 . ��r Total Construction Cost $900,854.56
ta 0/
S ON fcty
t 9/3o/ 3
a�
WESTFIELD VILLAGE, PHASES 2 & 3
ENGINEER'S ESTIMATE
September 30, 2003
Item Description Unit Quantity Estimated Total
No, Unit Price
Paving Construction
1 Prepare Work Area Lump Sum 1 22,500.00 22,500.00
2 Clearing and Grubbing ACRE 23 1,000.00 22,700.00
3 Excavation (Roadway and Channel) C.Y. 7,660 3.75 28,725.00
4 1.5" HMAC Surface Course S.Y. 14,193 3.80 53,933.40
5 6" Lime Stabilized Subgrade S.Y. 18,092 3.00 54,276.00
6 Extra Lime Ton 110 85.00 9,350.00
7 7" Crushed Limestone Base S.Y. 6,763 6.75 45,650.25
8 6" Crushed Limestone Base S.Y. 7,429 5.80 43,088.20
9 Curb and Gutter (all types) L.F. 7,783 7.50 58,372.50
10 Concrete Pavement (aprons) S.Y. 1,238 35.00 43,330.00
11 4" Sidewalk S.F 14,794 2.60 38,464.40
12 Sidewalk Ramps S.F 391 9.00 3,519.00
13 End of Road Markers EACH 8 200.00 1,600.00
Paving Subtotal $425,508.75
Drainage System Construction
14 15" Reinf. Concrete Pipe, Str. Backfill L.F. 128 30.00 3,840.00
15 18" Reinf Concrete Pipe, Str. Backfill L.F. 786 34.00 26,715.84
16 21" Reinf Concrete Pipe, Str. Backfill L.F. 342 36.00 12,297.24
17 24" Reinf Concrete Pipe, Str. Backfill L.F. 963 38.00 36,601.60
18 30" Reinf. Concrete Pipe, Non -Str. Backfill L.F. 125 42.00 5,250.00
19 48" Reinf Concrete Pipe, Non -Str. Backfill L.F. 20 75.00 1,500.00
20 5x4 RCBC, Str. Backfill L.F. 32 205.00 6,560.00
21 5x4 RCBC, Non -Str. Backfill L.F. 44 200.00 8,800.00
22 Standard 10' Inlet EACH 7 3,000.00 21,000.00
23 Standard 5' Inlet EACH 15 2,400.00 36,000.00
24 Special 5' Inlet EACH 2 3,000.00 6,000.00
25 Junction Box EACH 1 2,500.00 2,500.00
26 Connect to existing inlet EACH 2 600.00 1,200.00
27 Sloped Headwall for 30" RCP EACH 1 800.00 800.00
28 Sloped Headwall for 48" RCP EACH 1 1,600.00 1,600.00
29 Sloped Headwall for 5x4 RCBC EACH 2 3,900.00 7,800.00
30 Dry Concrete Rip -Rap S.F. 996 5.00 4,980.00
31 Hydromulch Seeding S.Y. 16,611 0.50 8,305.50
32 Construction Exit S.Y. 333 15.00 4,995.00
33 Inlet Protection EACH 24 50.00 1,200.00
34 Silt Fence L.F. 2,547 2.50 6,367.50
35 Trench Safety (storm drain) L.F. 2,440 0.50 1,219.78
Drainage System Subtotal $205,532.46
r
WESTFIELD VILLAGE, PHASES 2 & 3
'"` ENGINEER'S ESTIMATE
September 30, 2003
Item Estimated
No. Description Unit Quantity Total
Unit Price
Water System Cons truction
36 6" PVC, C900 Water Line, Str. Backfill L.F. 215 20.00 4,300.00
37 6" PVC, C900 Water Line, Non -Str. Backfill L.F. 1,110 14.00 15,541.54
38 8" PVC, C900 Water Line, Str. Backfill L.F. 339 23.00 7,797.00
39 8" PVC, C900 Water Line, Non -Str. Backfill L.F. 1,192 18.00 21,448.44
40 12" PVC, C900 Water Line, Str. Backfill L.F. 1,274 30.00 38,220.00
41 12" PVC, C900 Water Line, w/ 24" Steel Casing, bored (wet) L.F. 54 275.00 14,850.00
42 18" D.I.P., CL 250, Str. Backfill L.F. 543 60.00 32,595.00
43 Fire Hydrant Assembly EACH 4 2,200.00 8,800.00
44 6" Gate Valve EACH 2 475.00 950.00
45 6 "x 13" Anchor Coupling EACH 3 100.00 300.00
46 6 "x 1.5" Tapped Tee EACH 1 250.00 250.00
47 6 "x 45 degree Bend EACH 4 160.00 640.00
48 8" Gate Valve EACH 6 650.00 3,900.00
49 8 "x 13" Anchor Coupling EACH 8 160.00 1,280.00
50 8 "x 6" Tee EACH 2 230.00 460.00
51 8 "x 8" Tee EACH 1 250.00 250.00
52 8 "x 45 degree Bend EACH 4 200.00 800.00
53 8 "x 1" Tapped Tee EACH 1 150.00 150.00
54 8 "x 1.5" Tapped Tee EACH 6 150.00 900.00
55 12 "x 8" Tee EACH 1 500.00 500.00
56 12 "x 13" Anchor Coupling EACH 3 300.00 900.00
57 12" Gate Valve EACH 3 1,100.00 3,300.00
58 18 "x 12" Tee EACH 1 1,400.00 1,400.00
59 18" Butterfly Valve EACH 1 6,500.00 6,500.00
60 Connect to existing water line EACH 4 500.00 2,000.00
61 Remove/replace 2" valve for Wellborn SUD EACH 1 400.00 400.00
62 2" Blow Off Assembly EACH 3 525.00 1,575.00
63 1" Type K Copper Water Ser., 51 ft. avg. length EACH 2 550.00 1,100.00
64 1.5" Type K Copper Water Ser., 55 ft. avg. length EACH 19 750.00 14,250.00
65 Trench Safety (water) L.F. 4,673 0.50 2,336.47
Water System Subtotal $187,693.45
Sewer System Construction
66 6" PVC, D -3034, Str. Backfill L.F. 143 29.00 4,147.00
67 6" PVC, D -3034, Non -Str. Backfill L.F. 979 15.00 14,689.35
68 6" PVC, D -2241, Str. Backfill L.F. 20 30.00 600.00
69 8" PVC, D -3034, Str. Backfill L.F. 230 31.00 7,130.00
70 8" PVC, D -3034, Non -Str. Backfill L.F. _ 574 17.00 9,751.71
71 Standard Manhole, 0 -8' ft. deep EACH 5 1,850.00 9,250.00
72 Standard Manhole, 8 -10 ft. deep EACH 6 2,050.00 12,300.00
73 Standard Manhole, 10 -12 ft. deep EACH 1 2,410.00 2,410.00
74 Connect to existing manhole EACH 1 750.00 750.00
ervice < 10' Length (6' Average) EACH 1 200.00 200.00
0. t - = r' `_'ce > 10' Length (52' Average) EACH 17 1,000.00 17,000.00
o r * • ,� s . r -wer) L.F. 1,946 2.00 3,891.84
.
IA . Sewer System Subtotal $82,119.90
Kt I . IMP' ...,, Total Construction Cost $900,854.56
f44 . 6Zsisik., gy % '.
Ni�'
''� 9/3 0/0 3
f
A i h c -ia,v, Q_, ' r k A te f'---:-
?-.?p - 0 3- �3
WES'FFIELD VILLAGE, PHASES 2 & 3
REVISED ENGINEER'S ESTIMATE
December 26, 2
Item Estimated
Description Unit Quantity Total
No. Unit Price
Water System Construction
33 6" PVC, C900 Water Line, Str. Backfill L.F. 215 20.00 4,300.00
34 6" PVC, C900 Water Line, Non -Str. Backfill L.F. 1,110 14.00 15,540.00
35 8" PVC, C900 Water Line, Str. Backfill L.F. 339 23.00 7,797.00
36 8" PVC, C900 Water Line, Non -Str. Backfill L.F. 1,191 18.00 21,438.00
37 12" PVC, C900 Water Line, Str. Backfill L.F. 1,279 30.00 38,370.00
38 12" PVC, C900 Water Line, w/ 24" Steel Casing, bored (dry) L.F. 50 275.00 13,750.00
39 Fire Hydrant Assembly EACH 4 2,200.00 8,800.00
40 6" Gate Valve EACH 2 475.00 950.00
41 6 "x 13" Anchor Coupling EACH 3 100.00 300.00
42 6 "x 1.5" Tapped Tee EACH 1 250.00 250.00
43 6 "x 45 degree Bend EACH 4 160.00 640.00
44 8" Gate Valve EACH 6 650.00 3,900.00
45 8 "x 13" Anchor Coupling EACH 8 160.00 1,280.00
46 8 "x 6" Tee EACH 2 230.00 460.00
47 8 "x 8" Tee EACH 1 250.00 250.00
48 8 "x 45 degree Bend EACH 4 200.00 800.00
49 8"x 22.5 degree Bend EACH 2 200.00 400.00
50 8 "x 1" Tapped Tee EACH 1 150.00 150.00
51 8 "x 1.5" Tapped Tee EACH 6 150.00 900.00
52 12 "x 8" Tee EACH 1 500.00 500.00
53 12 "x 13" Anchor Coupling EACH 2 300.00 600.00
54 12" Gate Valve EACH 3 1,100.00 3,300.00
55 Flushing Valve EACH 1 300.00 300.00
56 Connect to existing water line EACH 4 500.00 2,000.00
57 Remove/replace 2" valve for Wellborn SUD EACH 1 400.00 400.00
58 2" Blow Off Assembly EACH 3 525.00 1,575.00
59 4" Irrigation conduit (Sch 40 PVC) L.F. 70 6.00 420.00
60 1" Type K Copper Water Ser., 54 ft. avg. length EACH 4 550.00 2,200.00
61 1.5" Type K Copper Water Ser., 56 ft. avg. length EACH 17 750.00 12,750.00
62 Trench Safety (water) L.F. 4,134 0.50 2,067.00
Water System Subtotal 5146,387.00
Sewer System Construction
63 6" PVC, D -3034, Str. Backfill L.F. 1431 29.001 4,147.00
64 6" PVC, D -3034, Non -Str. Backfill L.F. 991 15.00 14,865.00
65 6" PVC, D -2241, Str. Backfill L.F. 20 30.00 600.00
66 8" PVC, D -3034, Str. Backfill L.F. 190 31.00 5,890.00
67 8" PVC, D -3034, Non -Str. Backfill L.F. 740 17.00 12,580.00
68 Standard Manhole, 0-8' ft. deep - EACH 31 - 1,850.00 5,550.00
69 Standard Manhole, 8 -10 ft. deep EACH ( 9 2,050.00 18,450.00
70 Connect to existing manhole EACH 1 750.00 750.00
7 • . ; ; - "ce < 10' Length (6' Average) EACH 1 200.00 200.00
1;;.r►•' . !s: r 'ce > 10' Length (54' Average) EACH 18 1,000.00 18,000.00
A . , :N. '0
. - wer) L.F. 2,084 2.00 4,168.00
i i Sewer System Subtotal 585,200.00
1 1 Total Construction Cost 5849,645.30
65923 s 4 z i
j 1 ro A1-��o Page 2 of 2
/Z/24/03
WES'1'FLELD VILLAGE, PHASES 2 & 3
ENGINEER'S ESTIMATE OF OVERSIZE PARTICIPATION
December 23, 2003
Victoria Avenue Construction
Item Estimated
Description Unit Quantity Total
No. Unit Price
48 FT. WIDTH
1 Clearing and Grubbing ACRE 2.1 1,000.00 2,070.00
2 Excavation (Roadway and Channel) C.Y. 3,586 3.75 13,447.50
3 1.5" HMAC Surface Course S.Y. 6,312 3.80 23,985.60
4 6" Lime Stabilized Subgrade S.Y. 7,172 3.00 21,516.00
5 7" Crushed Limestone Base S.Y. 6,312 6.75 42,606.00
Subtotal $103,625.10
39 FT. WIDTH
1 Clearing and Grubbing ACRE 1.8 1,000.00 1,780.00
2 Excavation (Roadway and Channel) C.Y. 2,941 3.75 11,028.75
3 1.5" HMAC Surface Course S.Y. 5,021 3.80 19,079.80
4 6" Lime Stabilized Subgrade S.Y. 5,881 3.00 17,643.00
5 7" Crushed Limestone Base S.Y. 5,021 6.75 33,891.75
Subtotal $83,423.30
Oversize Participation (Victoria Avenue) $20,201.80
12" Water Line on Victoria Avenue
Item Estimated
Description Unit Quantity Total
No. Unit Price
12" LINE
1 12" PVC, C900 Water Line, Str. Backfill L.F. 1,274 30.00 38,220.00
2 12" PVC, C900 Water Line, w/ 24" Steel Casing, bored (dry) L.F. 54 275.00 14,850.00
3 12 "x 8" Tee EACH 1 500.00 500.00
4 12 "x 13" Anchor Coupling EACH 3 300.00 900.00
5 12" Gate Valve EACH 3 1,100.00 3,300.00
Subtotal $57,770.00
8" LINE
1 8" PVC, C900 Water Line, Str. Backfill L.F. 1,274 23.00 29,302.00
2 8" PVC, C900 Water Line, w/ 16" Steel Casing, bored (dry) L.F. 54 170.00 9,180.00
3 8 "x 8" Tee EACH 1 250.00 250.00
4 8"x 13" Anchor Coupling EACH 3 160.00 480.00
5 8" Gate Valve EACH 3 650.00 1,950.00
Subtotal $41,162.00
Oversize Participation (water line construction) $16,608.00
NT PA;, -44,
Ni 65923
At- w
/z /z3k3d
WES'1'FIELD VILLAGE, PHASES 2 & 3
REVISED ENGINEER'S ESTIMATE
December 26, 2
Item Estimated
Description Unit Quantity Total
No. Unit Price
Paving Construction
1 Prepare Work Area Lump Sum 1 22,500.00 22,500.00
2 Clearing and Grubbing ACRE 23 1,000.00 22,700.00
3 Excavation (Roadway and Channel) C.Y. 9,775 3.75 36,656.25
4 1.5" HMAC Surface Course S.Y. 14,193 3.80 53,933.40
5 6" Lime Stabilized Subgrade S.Y. 18,092 3.00 54,276.00
6 Extra Lime Ton 110 85.00 9,350.00
7 7" Crushed Limestone Base S.Y. 6,763 6.75 45,650.25
8 6" Crushed Limestone Base S.Y. 7,429 5.80 43,088.20
9 Curb and Gutter (all types) L.F. 7,783 7.50 58,372.50
10 Concrete Pavement (aprons) S.Y. 1,238 35.00 43,330.00
11 4" Sidewalk S.F 19,092 2.60 49,639.20
12 Sidewalk Ramps S.F 391 9.00 3,519.00
13 End of Road Markers EACH 8 200.00 1,600.00
Paving Subtotal $444,614.80
Drainage System Construction
14 15" Rein€ Concrete Pipe, Str. Backfill L.F. 60 30.00 1,800.00
15 18" Rein£ Concrete Pipe, Str. Backfill L.F. 732 34.00 24,888.00
16 21" Rein£ Concrete Pipe, Str. Backfill L.F. 366 36.00 13,176.00
17 24" Rein£ Concrete Pipe, Str. Bacicfill L.F. 798 38.00 30,324.00
18 30" Rein£ Concrete Pipe, Non -Str. Backfill L.F. 125 42.00 5,250.00
19 48" Rein£ Concrete Pipe, Non -Str. Backfill L.F. 20 75.00 1,500.00
20 Standard 10' Inlet EACH 9 3,000.00 27,000.00
21 Standard 5' Inlet EACH 16 2,400.00 38,400.00
22 Junction Box EACH 1 2,500.00 2,500.00
23 Connect to existing inlet EACH 2 600.00 1,200.00
24 Sloped Headwall for 30" RCP EACH 1 800.00 800.00
25 Sloped Headwall for 48" RCP EACH 1 1,600.00 1,600.00
26 Dry Concrete Rip -Rap S.F. 364 5.00 1,820.00
27 Hydromulch Seeding S.Y. 17,280 0.50 8,640.00
28 Construction Exit S.Y. 333 15.00 4,995.00
29 Inlet Protection EACH 25 50.00 1,250.00
30 Silt Fence L.F. 2,500 2.50 6,250.00
31 Straw Bale Barrier EACH 5 . 200.00 1,000.00
32 Trench Safety (storm drain) L.F. 2,101 0.50 1,050.50
Drainage System Subtotal $173,443.50
Page 1 of 2
McCLURE & BROWNE
D3
ENGINEERING /SURVEYING, INC.
1008 Woodcreek Drive, Suite 103 • College Station, Texas 77845
$ (979) 693 -3838 • Fax (979) 693 -2554 • Email: mcclure @tca.net
June 30, 2004
Mr. Spencer Thompson
City of College Station
P.O. Box 9960
College Station, Texas 77842
Re: Westfield Village Subdivision, Phase 2 & 3— Estimate of Completed Construction
Dear Spencer:
At the request of the owner, Mr. Randy French, I am providing this information
regarding the construction progress for Westfield Village Subdivision, Phases 2 & 3. It
shows an estimated value of the construction that has been completed and a value for
what remains to be completed. These values closely follow the monthly payment
application that the contractor submitted for June.
Please contact me if you have any questions about this estimate or the progress at
the site. It is my understanding that the information provided here will be used to reduce
the financial guarantee that Mr. French has provided to a level that is comparable to the
value of remaining work on the project. I do not know if you are the correct person to
process this reduction. If you are not, please forward it to the appropriate person. Thank
you.
Sincerely,
Kent Laza, P.E.
Project Administrator
xc: Mr. Randy French, Stylecraft Builders
Mr. Kevin Kurtz, First American Bank
attachment
0000000000000000000000000000000
° 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∎ O O O o∎
0 ,5 0 0 0 o C C C C o o O o 0 o 0 0 ci 0 0 0 0 0 0 0 D o . o o O
00 v) N
m
W c4
0000000000000000000000000000000
0 00N% 0■0000000000000000000000- -•00�M-
O M M O 4 0 c 4 0 0 0 4 O O O O O o 0 0 0. vi M O O M o
"rd V �Y V7 O s v1 M O v) ∎o �O O •-+ ••-� �O �O 0 oo O •� tO O M oo t �O --- N
> N n 0 O M N N oo N O N v1 to - O v1 s M �O o0 M t� d• 00
M M '.o O\ Vl - [� M •-� M N c! ,-.
.- — . m .-. — M
m O ,_+
w U
.
N
o Z e \o \o \o \o \o \o 0 ' \° \° \° \° ' e e e e e 0 ' e ' e e 0 e e e ' e o
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� o 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 p'
W O _ N ..... ._. .-.. .-. , -. ... .-. ... O\
U
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
O O t- qD ∎o O O O O O O O O O O O O O O O O O O O O O O O O M
O M M O 4 0 0 4 O O O _ 4 o 0 0 0 O O O O c vi vl o O M o0
�' v) O s er V'1 et M o v) ∎o ∎o c '-+ o 00 00 00 c O M oo ∎ o �O O� •--� •--�
as' vo N l O M t oo N �t s O �h N to N ,. O to t- M M [ -,
H M M O� N- r- M •--, ••-• M •-� c--1-1= t N
-. M -. -. M
Min
p3 000000000000000000000000000000
y O cn M %0 d• 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 v) 0 0 �
N 0 O N V ' r y) o vi in of 0 0 0 0 0 v) O o 0 V1 h 0\ 0 0 0°
LLa 3. -. -. r. -. N N - - � - N j 00 - - 00 O m - '0 N '- en 't. 0 0
ali 1m
v) O D\ O� O !h N M —, ■O 00 N N •--� �O -� N M .--. .-. M O S d• Cn
M
7 C. O H OE E N
O 6 M
ti �. s � xxxxxxxx xx
wUU000UUUUUUUU
A . x wuwwwU U UUU U w
a
, _4,¢¢¢¢¢¢¢¢¢¢¢¢¢¢¢¢¢¢
.4w 3 w w w w w w w w w w w w w w w w w w w w w w
w. W
b
r �
U
0 - 0 � E m ,
p, 0:1 . PA N a> > 'r
A � t0 00 �w � b
• a" 0 0 °?0 oi
a��i a��i a��i c 0 b o b o -c-4._
333333 UE- U �aa �� �N o o s
0 0 c c E" = N ° 4, v m c Qom.. 0 3
0 . 0.0 °.5 ° y s:1 v k'v¢ 0 oU 4'
o
_ E.E.
�_ bvIE..- m.. � °L'v)
UUUU��� Ncn"? ° 'ice: 'r'.0o� �•= 9 > n O '
a a s iv ,_ X x iC _ K X X X i< iG > t N N N O 3 a . `" E- w
C o C o 00 0o Gr. C o C o C o C o 00 00 Co 0o 00 C o o 0 0 00 .-• .-.. -. Li. 0 O4 i N 7 : t •-+ - .
B H M M M M M M M V <T �' d• rt of ct O N h Vl vl h v) N 0
O O •-. O O O 41 O 00 .. 41 O.. O O O o 0 0 0 0 0 0 0 0 0 o vn O o 0 0 un
N b[ 0 0 t` ,-. •-. O VD 00 M CA •. Cl O O o 0 0 0 0 0 0 0 0 0 0 o N 41 O O O O O t-
o .5 O vi O 4 vi O C M 46 M O 46 t` O C O o 0 0 0 0 0 0 h +i N v5 vi c 00 O O O O -. t` O\ .. 00 00 M t` N N M N t` M v) 4 co M N 00 47 •. 00 v) o M
c0
> ,5 — VD CA 4n N v) O, On 00 Ch VD VT 'r v1 O VD N M VON t` 10 --
v i t` N M 00 .--� .-, vi et •- N r- M N •-. •--- vi et
. •-. N in et of et et M et M ,-. N
a) 0 W
O o e1- O Ch O O O O N Ch O O 'r O O o 0 0 0 0 0 0 0 0 0 0 0 0 0 O O O O
N -�} 0 0 0 0 00 O O O T O N 0 0 •-. O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 •-. •-.
O 0 000 0 v1 M 6 t` C C o 0 0 4 e v) O C 0 .O wi 00 v) O C O C C h v) O O o N 0 0 0 C;
cd -. N M VD 00 v1 1' O 00 et N N t` et co., 41 VD N N le- VD v) .--
> Q 00 O t - ',t ON ,. l■ 00 O v l� M vO 0O O r-- N er '-. N N O
N l� h M M v) N , . N un .-: v 00 —, ..; .--
cn O
W C,)
no
2
a e o � ,,z e 0 00000 0 °,� , o \ o o C D ° °,\, id•(° ° O 0t-
L a _ O 0 0 0 00 OA , ,.. o o e-r 0 0 0 0 0 0 ry l y 0 0 N N 0 0 o M VD kin
0 O 0 0 r4
O "" -�
U
O 0vno00041 000 0 VI 00 00000000000041 oO0 0v,
O 0 S •... 0 0 VO 00 N o et N 0 •-+ O O O O O O O O O O 0 0 N un 0 0 0 0 •-. 00
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
O O M d' M O O M -. 00 v) -. vD t` O v1 Q . 00 vi O o 0 0 0 0 0 M N mO 0 0 0 0 00
ICI O o N •-. v) 00 M r- t` t` N t` on �O er N N le- et O O O N 00 O 00 V1 v) O O - 00
O t �n t v O^ C� 00 M t� et �n .-+ 00. 0 �n t - M �O 0 �D l - OT O M .. VO V O VD N •�
O C N M N C00 r C; 00 �O M 0 •-. •� 00 v) .. M N N .-• vi v7 v)
H N M v) d' et et M et O N •-+ N N M 4
et
M ot
°4 s ue. o o 4 no 4 n00 0n00 (n n 0 o�n000000000000
y O O et r r-- O N VD .1 0 et l� O +�� O S II O O O O O O o 0 0 00 M 00 O O O ��..
N
120 U o o M M N o0 .O vi vO N 00 N° -. 00 -. .O M N O o 0 0 0 0 M 0 •-� 00 N N C °
.
}}.. O O S M N M N M M of 00 0 0 0 VD 00 O —, C/1 i ' W O O O V) O 'O M C\ CN O
W � '". l� -- 0 N N N —. uo
z O !~ ,.., OA E
CJ p L +r
,. M vl M N 0 M 0.., M 00 N •-• 0o P. +'' co N VO 00 v) o CA VO N •-. -.. v) M N o v) C %
A44 w V N t` C\ CA •.. VO Cl 00 M CT CT a VD M VD Ch N N .� VD S M N o O
Q t\ .--, o ^• t` et t` N O M on l- M .--, M .� M Vl -+ Ob
;4 ii A d wQ H O c E v
a O M j
a w q pp
7 p § z .
x 4, xxxxxx x x •
�P, 4 4 4 w >. ; 4 . c - U �tz w.4-;4 4000UUU4:4›+ UwUGz:
A w a ., >. > > 0 > >
¢ UvSviE~vivi av5��w , a � 0 .. 4 . 4a ' .a . .a a w wwwww 0 urivi
oo °� a
r i A
b
W by
W
Vc cc
Pa P7 Pa =1 C/] up
.0 N ---.. b +� O O Pr P. ci)
t0 a) O
to g O -0 CA a1 LI. 0. 0 O
. 0. t . . O o 00 .t
s ›-0 0 0 • co
11 11 ! o 0 0 0 0 0 , . k . . I n o ,
O z~ U t t v , „ -d C7 UUUUUUo o o c ed 0 L. 0 0 4- .
cti _O Cn a)� a 0 o wwwww� 01 2 v 0 ` ° v a , m
°' °' 0 a 4.) 0 ' al -5 ', 'a .5 aa) 1 5 c'� 0 x 0 = ° 6
fi g ,. 5 a b UU - D a 0 rs!a:P4rx ° ° , c, w m 6
�"': e- - o_ ° o . . I 00-.�000 0 0,0 >,0 : =
4 U W —• VO W VO U U 4 In W -. .--. N N M .1 V] C/O ti U CA CA `4..i U b s.
r-. � to E.
z - N M t - 00 O� O - N d' v1 VD N 00 Ch O •--• N M et v1 c0 l- 00 CA O •� N
-4 N N N N N N N N N N M M M
O O o 0 0 0 0 0 0 0 0 0 VZ
O O O O 0 0 0 0 0 0 0 0 VD
CU 1:4
. 5 0 0 0 0 0 0 0 0 0 0 0 0 00
'03 00
0000 0000 i41• : , 1 ,
-� 0lr 0o000co r \ b� l ai c4 EA N vi 00 O �n o0 O vi O O _ M vi O g �''5 L; l N N l`; 4O N O M M M S Q v M v) N 00 00 'ch vl M O � 00 O \'
M n .M.. v) 0" e .- - e N 1 i
W L) EA 0 O -
.
( X)
0 o a o 0 0 0 0 0 0 0 0
i, • �9
et 000000000 00 o %.
,,T.,.' 000000000000
i § 000000000000 v
W o
0
o o 0 0 0 0 0 0 0 0 0 0 0
0 .en 00000000%o. -•
vi 00 0 vi 00 0 vi 0 0 0 en vi o-
S S N N 0 0 00 N O M 0 ■ MMI S
vl cn 00
v1 N 00 00 a v1 M Os 00 00
E ° M cr.; - ul O •;t:' - - s En
N
00
M M
qi L 0 0 0 0 0 0 0 0 0 0 0
E 0 0 in 0 In S 0 0 0 0 O e �
N 6 " N M N N N N 0 0 cn 0 0
a ∎D. co M a. o
W g -. -.
C4 ci E
x6 cr oo
4.6 et p v a, ' ., s o b W o 03
'4It
o Q
1
= 1 in -4 u,
A o ..4..4..aa.1QQdQ¢,.
0) WWWWW
W ; +r
Ge
C O
cA •- U
a o
W
c..
0
0
O U
> ¢ 0
0
U U 0. Q"
y a a W pa b 'd N VA VO
C) -SC b v 0 = 0 0 ccl as
cc: b o b 3� p 0 0 o E ° O y
0Zc rAZ 4j ery A
v 4t-" •:r"vooy °8g n
M M m- M M
co O N O O x S >
M M N M M 0 3 0 y y y
U U U U U 8 ,4
aaaaa v] 0
'o '0 0o0ov)v“0 v E - ''
E 6 Mv NM
vokovovoovo r- ss