S-10-0220_abstract.pdf
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- Solicitation number
- AG-82B1-S-10-0220
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| S-10-0220_amend_3.pdf | ||
| S-10-0220_amend_2.pdf | ||
| S-10-0220_amend_1_corrected.pdf | ||
| S-10-0220_amend_1.pdf | ||
| AG-82B1-S-10-0220.pdf | ||
| solicitation_coversheet.pdf | ||
| pilgrim_drawings.pdf | ||
| pilgrim_specs.pdf |
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A B C D E F G H I J K L M N O
USDA FOREST SERVI CE Met hod of Adv er t i s i ng Sol i c i t at i on Number : Uni t :
1. FBO AG- 82B1- S- 10- 0220
Tabul at i on of Bi ds 2. Adv er t i s ed i n Publ i c Pl ac e Dat e I s s ue: 03/ 23/ 2010
Dat e Due: 04/ 21/ 2010
Name of Pr oj ec t : Pi l gr i m / W. F. Pi l gr i m Rec ondi t i oni ng / Res uf ac i ng
Gov er nment I nt egr i t y Ex c av at i on Nobl e Ex c av at i ng Woods Cr us hi ng & Haul i ng Tr oy Management Gr oup Pav ec o. LLC
Es t i mat e 7373 Kel s o Lak e Road P. O. Box 1592 933 Woods i de Road P. O. Box 13184 2820 Hel ena Fl at s Rd
$200, 553. 31 Pr i es t Ri v er I D 83856 Li bby , MT 59923 Sandpoi nt , I daho 83864 Reno NV 89507 Kal i s pel l , MT 59901
I t em Number I t em Des c r i pt i on Es t Qt y Uni t Uni t Pr i c e Amount Uni t Pr i c e Amount Uni t Pr i c e Amount Uni t Pr i c e Amount Uni t Pr i c e Amount Uni t Pr i c e
15101 Mobilization 1. 00 LSQ 4, 450. 00 4, 450. 00 9, 760. 00 9, 760. 00 11, 650. 00 11, 650. 00 10, 000. 00 10, 000. 00 14, 515. 00 14, 515. 00 22, 779. 10
NFSR 2744 - WF Pilgrim
Creek
20301 Removal of Culverts 1. 00 EA 160. 00 160. 00 270. 00 270. 00 150. 00 150. 00 500. 00 500. 00 210. 00 210. 00 350. 00
20301 Removal of Surface Water
Deflectors 1. 00 EA 160. 00 160. 00 90. 00 90. 00 50. 00 50. 00 200. 00 200. 00 140. 00 140. 00 100. 00
20419 Drainage Excavation, Type
Ditch 100. 00 FT 1. 40 140. 00 4. 70 470. 00 5. 00 500. 00 2. 00 200. 00 2. 65 265. 00 15. 00
20480 Drainage Excavation, Type
Surface Water Deflector, Compaction Method F 1028. 00 FT 25. 33 26, 039. 24 22. 31 22, 934. 68 18. 00 18, 504. 00 30. 00 30, 840. 00 18. 00 18, 504. 00 14. 50
20481 Dr ai nage Ex c av at i on, Ty pe Di p, Compac t i on
Met hod E
EA 310. 00 7, 440. 00 170. 00 4, 080. 00 200. 00 4, 800. 00 500. 00 12, 000. 00 709. 00 17, 016. 00 175. 00
20482
Roadway Excavation, Removal of Drainage Dip, Compaction Method E
EA
140. 00$ 5, 040. 00$
70. 00 2, 520. 00 235. 00 8, 460. 00 300. 00 10, 800. 00 590. 00 21, 240. 00 125. 00
23050 Roadside Brushing 9.37 EA 535. 51$ 5, 017. 73$ 479. 00 4, 488. 23 475. 00 4, 450. 75 475. 00 4, 450. 75 750. 00 7, 027. 50 715. 00
25101 Placed Riprap, Class 4, Commercial Source
MI LE
50. 55$ 1, 516. 50$
87. 00 2, 610. 00 35. 00 1, 050. 00 100. 00 3, 000. 00 42. 00 1, 260. 00 175. 00
30353 Roadway Reconditioning, Compaction Method E 9.37
CY
2, 175. 00$ 20, 379. 75$
1, 056. 00 9, 894. 72 2, 800. 00 26, 236. 00 1, 000. 00 9, 370. 00 2, 185. 00 20, 473. 45 1, 155. 00
32122 Pit Run, Maximum Size 1", Compaction Method E
MI LE
13. 41$ 42, 509. 70$
6. 84 21, 682. 80 11. 00 34, 870. 00 12. 60 39, 942. 00 16. 50 52, 305. 00 16. 40
60270 18" Metal Pipe 116 34. 34$ 3, 983. 44$ 33. 00 3, 828. 00 24. 00 2, 784. 00 42. 00 4, 872. 00 22. 00 2, 552. 00 26. 20
62550 Seeding, Dry Method 2.53 AC 450. 00$ 1, 138. 50$ 470. 00 1, 189. 10 450. 00 1, 138. 50 1, 500. 00 3, 795. 00 398. 00 1, 006. 94 450. 00
Road Tot al 113, 524. 86 83, 817. 53 114, 643. 25 129, 969. 75 156, 514. 89
NFSR 2744 - WF Pilgrim
Creek
15710 Sediment Basin 2 AQ 110. 00$ 220. 00$ 290. 00 580. 00 50. 00 100. 00 500. 00 1, 000. 00 282. 00 564. 00 200. 00
20480 Drainage Excavation, Type
Surface Water Deflector, Compaction Method F
AQ
25. 33$ 10, 993. 22$
22. 31 9, 682. 54 18. 00 7, 812. 00 30. 00 13, 020. 00 18. 00 7, 812. 00 14. 50
20481 Drainage Excavation, Type
Dip, Compaction Method E
AQ
310. 00$ 8, 990. 00$
170. 00 4, 930. 00 200. 00 5, 800. 00 500. 00 14, 500. 00 709. 00 20, 561. 00 175. 00
20482
Roadway Excavation, Removal of Drainage Dip, Compaction Method E
AQ
140. 00$ 1, 120. 00$
70. 00 560. 00 235. 00 1, 880. 00 300. 00 2, 400. 00 509. 00 4, 072. 00 125. 00
23050 Roadside Brushing 8.79 AQ 537. 85$ 4, 727. 70$ 479. 00 4, 210. 41 400. 00 3, 516. 00 475. 00 4, 175. 25 750. 00 6, 592. 50 715. 00
25101 Placed Riprap, Class 1, Commercial Source
CQ
311. 33$ 311. 33$
90. 00 90. 00 35. 00 35. 00 200. 00 200. 00 93. 00 93. 00 175. 00
30353 Roadway Reconditioning, Compaction Method E 8.88
AQ
2, 175. 00$ 19, 314. 00$
792. 00 7, 032. 96 2, 400. 00 21, 312. 00 1, 000. 00 8, 880. 00 2, 185. 00 19, 402. 80 1, 155. 00
32122 Pit Run, Maximum Size 1", Compaction Method E
CQ
11. 20$ 34, 720. 00$
6. 84 21, 204. 00 8. 00 24, 800. 00 9. 50 29, 450. 00 16. 50 51, 150. 00 16. 40
60270 18" Metal Pipe 30 AQ 34. 34$ 1, 030. 20$ 29. 00 870. 00 24. 00 720. 00 42. 00 1, 260. 00 27. 00 810. 00 26. 20
62550 Seeding, Dry Method 2.56 CQ 450. 00$ 1, 152. 00$ 470. 00 1, 203. 20 450. 00 1, 152. 00 1, 500. 00 3, 840. 00 398. 00 1, 018. 88 450. 00
Road Tot al 82, 578. 45$ 50, 363. 11 67, 127. 00 78, 725. 25 112, 076. 18
$200, 553. 31 $134, 180. 64 $181, 770. 25 $208, 695. 00 $268, 591. 07
P Q R S T U V W X Y Z
RML, I NC Leuf k ens Cons t r uc t i on, I nc . Par dee Ex c av at i ng LLC LHC, I nc Pr i c e- Mey er Loggi ng, I nc
2820 Hel ena Fl at s Rd 3503 Cl ar k For k Way 2806 Tr adewi nds Way PO Box 1755 PO Box 7338 PO Box 3014
Kal i s pel l , MT 59901 Mi s s oul a, MT 59808 Thomps on Fal l s , MT 59873 Thomps on Fal l s , MT 59873 Kal i s pel l , MT 59904- 0338 Tr oy , MT 59935
Amount Uni t Pr i c e Amount Uni t Pr i c e Amount Uni t Pr i c e Amount Uni t Pr i c e Amount Uni t Pr i c e Amount
22, 779. 10 10, 000. 00 10, 000. 00 12, 900. 00 12, 900. 00 3, 800. 00 3, 800. 00 4, 394. 95 4, 394. 95 2, 500. 00 2, 500. 00
350. 00 100. 00 100. 00 125. 00 125. 00 300. 00 300. 00 152. 78 152. 78 15. 67 15. 67
100. 00 100. 00 100. 00 100. 00 100. 00 100. 00 100. 00 76. 39 76. 39 5. 50 5. 50
1, 500. 00 1. 25 125. 00 1. 50 150. 00 3. 00 300. 00 3. 06 306. 00 3. 00 300. 00
14, 906. 00 21. 98 22, 595. 44 28. 00 28, 784. 00 22. 94 23, 582. 32 17. 17 17, 650. 76 12. 50 12, 850. 00
4, 200. 00 289. 65 6, 951. 60 165. 00 3, 960. 00 275. 00 6, 600. 00 152. 78 3, 666. 72 100. 00 2, 400. 00
4, 500. 00 100. 00 3, 600. 00 135. 00 4, 860. 00 165. 00 5, 940. 00 76. 39 2, 750. 04 100. 00 3, 600. 00
6, 699. 55 564. 00 5, 284. 68 460. 00 4, 310. 20 465. 00 4, 357. 05 454. 55 4, 259. 13 190. 00 1, 780. 30
5, 250. 00 80. 00 2, 400. 00 65. 00 1, 950. 00 51. 50 1, 545. 00 17. 97 539. 10 30. 00 900. 00
10, 822. 35 933. 00 8, 742. 21 450. 00 4, 216. 50 645. 00 6, 043. 65 288. 13 2, 699. 78 4, 490. 00 42, 071. 30
51, 988. 00 14. 77 46, 820. 90 12. 50 39, 625. 00 8. 29 26, 279. 30 32. 35 102, 549. 50 10. 35 32, 809. 50
3, 039. 20 41. 30 4, 790. 80 37. 00 4, 292. 00 39. 00 4, 524. 00 25. 25 2, 929. 00 44. 36 5, 145. 76
1, 138. 50 263. 38 666. 35 375. 00 948. 75 425. 00 1, 075. 25 343. 43 868. 88 145. 00 366. 85
127, 272. 70 112, 176. 98 106, 221. 45 84, 446. 57 142, 843. 03 104, 744. 88
400. 00 200. 00 400. 00 150. 00 300. 00 325. 00 650. 00 76. 40 152. 80 350. 00 700. 00
6, 293. 00 21. 98 9, 539. 32 28. 00 12, 152. 00 22. 94 9, 955. 96 17. 17 7, 451. 78 12. 50 5, 425. 00
5, 075. 00 289. 65 8, 399. 85 165. 00 4, 785. 00 275. 00 7, 975. 00 152. 78 4, 430. 62 100. 00 2, 900. 00
1, 000. 00 100. 00 800. 00 135. 00 1, 080. 00 165. 00 1, 320. 00 76. 39 611. 12 100. 00 800. 00
6, 284. 85 564. 00 4, 957. 56 460. 00 4, 043. 40 465. 00 4, 087. 35 454. 54 3, 995. 41 200. 00 1, 758. 00
175. 00 100. 00 100. 00 65. 00 65. 00 51. 50 51. 50 17. 03 17. 03 30. 00 30. 00
10, 256. 40 933. 00 8, 285. 04 450. 00 3, 996. 00 645. 00 5, 727. 60 288. 13 2, 558. 59 4, 490. 00 39, 871. 20
50, 840. 00 14. 77 45, 787. 00 12. 00 37, 200. 00 8. 29 25, 699. 00 17. 03 52, 793. 00 10. 35 32, 085. 00
786. 00 41. 30 1, 239. 00 37. 00 1, 110. 00 39. 00 1, 170. 00 25. 25 757. 50 44. 36 1, 330. 80
1, 152. 00 263. 38 674. 25 375. 00 960. 00 425. 00 1, 088. 00 343. 43 879. 18 145. 00 371. 20
82, 262. 25 80, 182. 02 65, 691. 40 57, 724. 41 73, 647. 03 85, 271. 20
$209, 534. 95 $192, 359. 00 $171, 912. 85 $142, 170. 98 $216, 490. 06 $190, 016. 08
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