Bid_Tabs.pdf
PDF 14 KB Posted
- Attached to
- WY FLAP 408(1), Fremont Canyon Road
- Solicitation number
- DTFH6815B00032
View the file
Other files
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
T A B U L A T I O N O F B I D S
Schedule A Total of Bid Items: 2,029,122.00$ -2.0% 1,989,008.05$ 12.4% 2,280,888.88$ 12.5% 2,282,232.00$ 25.2% 2,540,425.00$ Project No: WY FLAP 408(1)
Project Name: Fremont Canyon Road CQ = "Contract Quantity"
Item No. Quantity Unit Unit Price Amount Unit Price Amount Unit Price Amount Unit Price Amount Unit Price Amount
15101-0000 Line A0020 ALL LPSM 133,000.00$ 133,000.00$ 82,370.00$ 616,776.38$ 215,000.00$ 365,000.00$
15210-3000 Line A0040 202.900 STA 70.00$ 14,203.00$ 43,522.05$ 20,290.00$ 40,580.00$ 23,333.50$
15215-1000 Line A0060 12 EACH 550.00$ 6,600.00$ 14,040.00$ 4,800.00$ 9,600.00$ 5,400.00$
15301-0000 Line A0080 ALL LPSM 46,000.00$ 46,000.00$ 23,400.00$ 125,000.00$ 75,000.00$ 151,500.00$
15401-0000 Line A0100 ALL LPSM 28,000.00$ 28,000.00$ 138,400.00$ 80,000.00$ 60,000.00$ 170,000.00$
15501-0000 Line A0120 ALL LPSM 10,000.00$ 10,000.00$ 3,600.00$ 8,500.00$ 15,000.00$ 10,000.00$
20301-0600 Line A0140 2 EACH 1,800.00$ 3,600.00$ 2,780.00$ 7,000.00$ 5,000.00$ 4,000.00$
20301-0700 Line A0160 90 EACH 20.00$ 1,800.00$ 882.00$ 2,790.00$ 270.00$ 2,700.00$
20301-2400 Line A0180 14 EACH 150.00$ 2,100.00$ 1,568.00$ 1,330.00$ 840.00$ 910.00$
20302-1200 Line A0200 1,700 LNFT 7.00$ 11,900.00$ 4,250.00$ 3,400.00$ 5,100.00$ 10,200.00$
20402-0000 Line A0220 400 CUYD 25.00$ 10,000.00$ 15,800.00$ 16,000.00$ 60,000.00$ 58,000.00$
25101-4000 Line A0240 400 CUYD 120.00$ 48,000.00$ 37,740.00$ 30,000.00$ 60,000.00$ 92,000.00$
30302-1000 Line A0260 500 LNFT 15.00$ 7,500.00$ 15,300.00$ 4,500.00$ 5,000.00$ 4,500.00$
30305-3000 Line A0280 202.900 STA 750.00$ 152,175.00$ 95,363.00$ 82,174.50$ 121,740.00$ 116,667.50$
30802-2000 Line A0300 3,000 TON 35.00$ 105,000.00$ 78,000.00$ 78,000.00$ 108,000.00$ 99,000.00$
40101-0500 Line A0320 10,000 TON 105.00$ 1,050,000.00$ 932,000.00$ 650,000.00$ 1,000,000.00$ 850,000.00$
40205-3000 Line A0340 100 TON 175.00$ 17,500.00$ 41,300.00$ 35,000.00$ 45,000.00$ 22,000.00$
40920-0000 Line A0360 50 TON 700.00$ 35,000.00$ 34,750.00$ 27,500.00$ 36,250.00$ 18,000.00$
41201-0000 Line A0380 65 TON 800.00$ 52,000.00$ 31,330.00$ 35,750.00$ 37,700.00$ 37,375.00$
60704-0000 Line A0400 11 EACH 1,400.00$ 15,400.00$ 21,340.00$ 71,500.00$ 8,250.00$ 33,000.00$
61701-1250 Line A0420 1,675 LNFT 35.00$ 58,625.00$ 57,787.50$ 46,900.00$ 53,600.00$ 67,000.00$
Engineer's Estimate
34.50$ 28.00$ 32.00$ 40.00$
1,940.00$ 6,500.00$ 750.00$ 3,000.00$
482.00$ 550.00$ 580.00$ 575.00$
695.00$ 550.00$ 725.00$ 360.00$
413.00$ 350.00$ 450.00$ 220.00$
93.20$ 65.00$ 100.00$ 85.00$
26.00$ 26.00$ 36.00$ 33.00$
470.00$ 405.00$ 600.00$ 575.00$
30.60$ 9.00$ 10.00$ 9.00$
94.35$ 75.00$ 150.00$ 230.00$
39.50$ 40.00$ 150.00$ 145.00$
2.50$ 2.00$ 3.00$ 6.00$
112.00$ 95.00$ 60.00$ 65.00$
9.80$ 31.00$ 3.00$ 30.00$
1,390.00$ 3,500.00$ 2,500.00$ 2,000.00$
3,600.00$ 8,500.00$ 15,000.00$ 10,000.00$
138,400.00$ 80,000.00$ 60,000.00$ 170,000.00$
100.00$ 200.00$ 115.00$
1,170.00$ 400.00$ 800.00$ 450.00$
71 Construction, Inc. Yale Creek, Inc. DLM Contracting, Inc. Stormwater Plans, LLC.
214.50$
82,370.00$ 616,776.38$ 215,000.00$ 365,000.00$
MOBILIZATION
CENTERLINE, VERIFICATION AND STAKING
SURVEY AND STAKING, APPROACH ROAD
SUPERPAVE PAVEMENT, 1/2-INCH NOMINAL MAXIMUM SIZE AGGREGATE, <0.3 MILLION ESAL
ANTISTRIP ADDITIVE, TYPE 3
FOG SEAL
REMOVAL OF CATTLE GUARD
REMOVAL OF DELINEATOR
REMOVAL OF SIGN
REMOVAL OF GUARDRAIL
SUBEXCAVATION
PLACED RIPRAP, CLASS 4
TACK COAT
CLEANING CULVERT IN PLACE
GUARDRAIL SYSTEM G4, TYPE 2, CLASS A WOOD POSTS
CONTRACTOR TESTING
CONSTRUCTION SCHEDULE
DITCH RECONDITIONING
PULVERIZING, 6-INCH DEPTH
ROADWAY AGGREGATE, METHOD 2
CONTRACTOR QUALITY CONTROL
23,400.00$ 125,000.00$ 75,000.00$ 151,500.00$
T A B U L A T I O N O F B I D S
Schedule A Total of Bid Items: 2,029,122.00$ -2.0% 1,989,008.05$ 12.4% 2,280,888.88$ 12.5% 2,282,232.00$ 25.2% 2,540,425.00$ Project No: WY FLAP 408(1)
Project Name: Fremont Canyon Road CQ = "Contract Quantity"
Item No. Quantity Unit Unit Price Amount Unit Price Amount Unit Price Amount Unit Price Amount Unit Price Amount
Engineer's Estimate 71 Construction, Inc. Yale Creek, Inc. DLM Contracting, Inc. Stormwater Plans, LLC.
61702-0800 Line A0440 12 EACH 3,000.00$ 36,000.00$ 46,260.00$ 38,400.00$ 42,000.00$ 42,000.00$
61903-0700 Line A0460 1 EACH 15,000.00$ 15,000.00$ 19,580.00$ 25,000.00$ 20,000.00$ 15,000.00$
61903-1000 Line A0480 1 EACH 18,000.00$ 18,000.00$ 23,700.00$ 32,000.00$ 25,000.00$ 18,000.00$
62201-0900 Line A0500 10 HOUR 150.00$ 1,500.00$ 1,080.00$ 1,060.00$ 1,400.00$ 1,400.00$
62201-2850 Line A0520 20 HOUR 140.00$ 2,800.00$ 2,620.00$ 3,180.00$ 3,800.00$ 3,500.00$
62202-1000 Line A0540 ALL LPSM 40,000.00$ 40,000.00$ 43,500.00$ 18,000.00$ 50,000.00$ 47,000.00$
62301-0000 Line A0560 10 HOUR 60.00$ 600.00$ 352.00$ 600.00$ 500.00$ 470.00$
62302-1100 Line A0580 10 HOUR 145.00$ 1,450.00$ 3,300.00$ 1,500.00$ 2,000.00$ 1,500.00$
63301-0000 Line A0600 49 EACH 550.00$ 26,950.00$ 28,175.00$ 22,050.00$ 17,150.00$ 41,650.00$
63309-0000 Line A0620 90 EACH 45.00$ 4,050.00$ 3,915.00$ 3,150.00$ 3,960.00$ 4,950.00$
63401-0300 Line A0640 81,230 LNFT 0.30$ 24,369.00$ 36,553.50$ 48,738.00$ 32,492.00$ 24,369.00$
63501-0000 Line A0660 ALL LPSM 50,000.00$ 50,000.00$ 104,450.00$ 140,000.00$ 122,000.00$ 200,000.00$ 104,450.00$ 140,000.00$ 122,000.00$ 200,000.00$
0.45$ 0.60$ 0.40$ 0.30$
43.50$ 35.00$ 44.00$ 55.00$
575.00$ 450.00$ 350.00$ 850.00$
330.00$ 150.00$ 200.00$ 150.00$
35.20$ 60.00$ 50.00$ 47.00$
43,500.00$ 18,000.00$ 50,000.00$ 47,000.00$
131.00$ 159.00$ 190.00$ 175.00$
108.00$ 106.00$ 140.00$ 140.00$
23,700.00$ 32,000.00$ 25,000.00$ 18,000.00$
19,580.00$ 25,000.00$ 20,000.00$ 15,000.00$
3,855.00$ 3,200.00$ 3,500.00$ 3,500.00$
WHEEL LOADER, 2 CUBIC YARD MINIMUM RATED CAPACITY
MOTOR GRADER, 12 FOOT MINIMUM BLADE
MATERIALS TRANSFER VEHICLE
GENERAL LABOR
SPECIAL LABOR, HIRED SURVEY SERVICES
TERMINAL SECTION TYPE TANGENT
CATTLE GUARD, 24 FEET
CATTLE GUARD, 30 FEET
SIGN SYSTEM
DELINEATOR
PAVEMENT MARKINGS, TYPE B, SOLID
TEMPORARY TRAFFIC CONTROL
File details come from the government source that posted it. Updated .