HomeMy WebLinkAboutCost Estimate x
Indian Lakes Subdivision, Phases VII
Engineer's Estimate
May 2, 2005
Item Est
Description Unit Quantity Total
No. Unit Price
Paving Construction
1 Prepare Work Area Lump Sum 1 2,000.00 2,000.00
2 Clearing and Grubbing ACRE 3.6 1,000.00 3,600.00
3 Tree Protection L.F. 500 1.50 750.00
4 Earthwork C.Y. 2,594 3.50 9,079.00
5 1.5" HMAC S.Y. 4,633 5.75 26,639.75
6 6" Lime Stabilized Subgrade (6 %) S.Y. 6,055 3.25 19,678.75
7 Extra Lime Ton 35 100.00 3,500.00
8 6" Crushed Limestone Base S.Y. 5,699 7.25 41,317.75
9 3" PVC Conduit L.F. 500 5.00 2,500.00
10 Type III, Barricades EACH 2 500.00 1,000.00
Paving Subtotal 110,065.25
Drainage Construction
11 (2) 18" CMP, galv., structural backfill L.F. 39 55.00 2,145.00
12 (2) 18" CMP, galv., non - structural backfill L.F. 15 40.00 600.00
13 (2) 30" CMP, galv., structural backfill L.F. 35 100.00 3,500.00
14 (2) 30" CMP, galv., non - structural backfill L.F. 73 90.00 6,570.00
15 Sloped Headwall for 2 -18" CMP, EACH 2 1,500.00 3,000.00
16 Sloped Headwall for 2 -30" CMP EACH 2 3,000.00 6,000.00
17 Rock Drop Structure EACH 1 750.00 750.00
18 Rock Filter Dam EACH 1 2,500.00 2,500.00
19 4' Wide Land Lok GT Erosion Matting (ditch liner) L.F. 2,947 1.25 3,683.75
20 Land Lok GT Erosion Matting (slope protection) S.Y. 342 1.50 513.00
21 Straw Bale Barrier EACH 32 50.00 1,600.00
22 Cellulose Fibermulch Seeding S.Y. 11,695 0.50 5,847.50
23 Construction Exit for Silt Control EACH 1 1,000.00 1,000.00
24 Silt Fence L.F. 1,696 2.50 4,240.00
Drainage Subtotal 41,949.25
Water Line Construction
25 6" PVC Water Line, non - structural backfill L.F. 623 19.00 11,837.00
26 6" PVC Water Line, w/ 12" PVC casing, structural backfill L.F. 40 40.00 1,600.00
27 3" PVC Water Line, non - structural backfill L.F. 843 8.00 6,744.00
28 6" Gate Valve EACH 2 625.00 1,250.00
29 6 "x 13" Anchor Coupling EACH 2 125.00 250.00
30 6 "x 6" Tee EACH 1 325.00 325.00
31 4 "x 3" Reducer EACH 1 100.00 100.00
32 4 "x 13" Anchor Coupling EACH 1 75.00 75.00
33 3" Gate Valve EACH 1 400.00 400.00
34 3 "x 45 degree Bend EACH 2 150.00 300.00
35 3 "x 22.5 degree Bend EACH 1 150.00 150.00
36 Blow Off Assembly EACH 2 750.00 1,500.00
37 Flush Valve EACH 1 750.00 750.00
38 1.5" Type K Copper Water Ser. (96 ft. avg. length) (includes 3" Casing) EACH 2 1,000.00 2,000.00
39 1" Type K Copper Water Ser. (74 ft. avg. Length) (includes 3" Casing) EACH 2 900.00 1,800.00
Water Line Subtotal 29,081.00
` Total Construction Cost $181,095.50
. .. OF 7-E-4,11%,,, s l
q
l EFFERY L. BER TSOi'l ; : i
„ J E. ..........9474RO5 :i4/,
/ � 1 i �� .< . . OCCNO ?•' � �r OS
l '1` `\ONE :. ---
Indian Lakes Subdivision, Phases VII
Engineer's Estimate
May 2, 2005
Item Estimated
Description Unit Quantity Total
No. Unit Price
Paving Construction
1 Prepare Work Area Lump Sum 1 2,000.00 2,000.00
2 Clearing and Grubbing ACRE 3.6 1,000.00 3,600.00
3 Tree Protection L.F. 500 1.50 750.00
4 Earthwork C.Y. 2,594 3.50 9,079.00
5 1.5" HMAC S.Y. 4,633 5.75 26,639.75
6 6" Lime Stabilized Subgrade (6 %) S.Y. 6,055 3.25 19,678.75
7 Extra Lime Ton 35 100.00 3,500.00
8 6" Crushed Limestone Base S.Y. 5,699 7.25 41,317.75
9 3" PVC Conduit L.F. 500 5.00 2,500.00
10 Type III, Barricades EACH 2 500.00 1,000.00
Paving Subtotal 110,065.25
Drainage Construction
11 (2) 18" CMP, galv., structural backfill L.F. 39 55.00 2,145.00
12 (2) 18" CMP, galv., non - structural backfill L.F. 15 40.00 600.00
13 (2) 30" CMP, galv., structural backfill L.F. 35 100.00 3,500.00
14 (2) 30" CMP, galv., non - structural backfill L.F. 73 90.00 6,570.00
15 Sloped Headwall for 2 -18" CMP, EACH 2 1,500.00 3,000.00
16 Sloped Headwall for 2 -30" CMP EACH 2 3,000.00 6,000.00
17 Rock Drop Structure EACH 1 750.00 750.00
18 Rock Filter Dam EACH 1 2,500.00 2,500.00
19 4' Wide Land Lok GT Erosion Matting (ditch liner) L.F. 2,947 1.25 3,683.75
20 Land Lok GT Erosion Matting (slope protection) S.Y. 342 1.50 513.00
21 Straw Bale Barrier EACH 32 50.00 1,600.00
22 Cellulose Fibermulch Seeding S.Y. 11,695 0.50 5,847.50
23 Construction Exit for Silt Control EACH 1 1,000.00 1,000.00
24 Silt Fence L.F. 1,696 2.50 4,240.00
Drainage Subtotal 41,949.25
Water Line Construction
25 6" PVC Water Line, non - structural backfill L.F. 623 19.00 11,837.00
26 6" PVC Water Line, w/ 12" PVC casing, structural backfill L.F. 40 40.00 1,600.00
27 3" PVC Water Line, non - structural backfill L.F. 843 8.00 6,744.00
28 6" Gate Valve EACH 2 625.00 1,250.00
29 6 "x 13" Anchor Coupling EACH 2 125.00 250.00
30 6 "x 6" Tee EACH 1 325.00 325.00
31 4 "x 3" Reducer EACH 1 100.00 100.00
32 4 "x 13" Anchor Coupling EACH 1 75.00 75.00
33 3" Gate Valve EACH 1 400.00 400.00
34 3 "x 45 degree Bend EACH 2 150.00 300.00
35 3 "x 22.5 degree Bend EACH 1 150.00 150.00
36 Blow Off Assembly EACH 2 750.00 1,500.00
37 Flush Valve EACH 1 750.00 750.00
38 1.5" Type K Copper Water Ser. (96 ft. avg. length) (includes 3" Casing) EACH 2 1,000.00 2,000.00
39 1" Type K Copper Water Ser. (74 ft. avg. length) (includes 3" Casing) EACH 2 900.00 1,800.00
Water Line Subtotal 29,081.00
�.��t���y�
4 Total Construction Cost $181,095.50
_� OF TF x � t tlt ts,
I JEFFERY L. ROBERTSON i /
/ ' 9 : 94745 L. / •
111 °` �/ 0�:. -��c?_ 5 -2-65-