Amendment A005 BidSchedule.xlsx
XLSX spreadsheet 30 KB Posted
- Solicitation number
- 6982AF25B000013
About this file
This is a Bid Schedule amendment (Amendment A005) for a Federal Highway Administration road construction project in Mojave National Preserve, California. The bid schedule provides line items and quantities for the CA NP MOJA 11(2) 10(2) KELBAKER, KELSO-CIMA, CIMA and MORNING STAR MINE ROADS project, which includes approximately 56.5 miles of road improvements across three major routes: Kelso-Cima Road (19.3 miles), South Kelbaker Road (22.3 miles), and Morningstar Mine Road (14.9 miles).
The schedule details numerous pay items with associated quantities, including mobilization (lump sum), surveying and staking across multiple locations, contractor quality control and testing (lump sum), soil erosion and stormwater controls (lump sum), clearing and grubbing (51.5 acres), removal of existing infrastructure (cattle guards, monuments, signs, curbs, and pipe culverts), roadway excavation (94,200 cubic yards), waste management (8,500 cubic yards), roadway obliteration (5,690 square yards across two methods), riprap placement (11,300 cubic yards), aggregate base (44,800 tons), roadway aggregate (104,600 tons), and full depth reclamation (41.5 miles). Bidders are required to insert unit bid prices no more precisely than the nearest cent, with lump sum amounts for designated items. The estimated project cost ranges between $80,000,000 and $120,000,000, with work constrained by environmental sensitivity and natural resource protections in the project area.
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Bid Schedule Instructions
| Amendment A005 | ||
| BID SCHEDULE | ||
| Bidder/Offeror please note: Before preparing the bid, carefully read the Solicitation Provisions. Insert a unit bid price, in figures, for each pay item for which a quantity appears in the bid schedule. Unit bid prices should be quoted no more precisely than the nearest cent (2 decimal places). Unit bid prices quoted more precisely will be rounded up to the nearest cent by the Government. Multiply the unit price by the quantity for each pay item and show the amount bid. Should any mathematical check made by the Government show a mistake in the amount bid, the corrected unit price extension shall govern. When the word "LPSM" (Lump Sum) appears as a unit bid price, insert an amount for each lump sum pay item. When a sum based on a fixed rate appears for any pay item in the amount bid column, include the Government inserted amount bid for the item in the total bid amount. Total all of the amounts bid for each pay item and show the total bid amount. |
&"Arial,Regular"&8 Bid Schedule Project: CA NP MOJA 11(2) 10(2), KELSO CIMA && KELBAKER ROADS &"Arial,Regular"&8 A-6
Schedule A BID SCHEDULE Amendment A005
| Project No : | CA NP MOJA 11(2) 10(2) | Schedule : | A |
| Project Name : | KELSO CIMA & KELBAKER ROADS | Schedule Type : | Base |
| Contract Quantity Pay Items | |||
| No Contract Quantity Pay Items |
| AMD# | Line Item Number | Pay Item Number | Description | Supplemental | ||||
| Description | Quantity | Unit | Unit Price | Amount | ||||
| A0010 | 15101-0000 | MOBILIZATION | ALL | LPSM | ||||
| A0020 | 15215-1000 | SURVEY AND STAKING, APPROACH ROAD | 123.000 | EACH | ||||
| A0030 | 15215-3000 | SURVEY AND STAKING, DRAINAGE STRUCTURE | 4.000 | EACH | ||||
| A0050 | 15215-7000 | SURVEY AND STAKING, PARKING AREA | 3.000 | EACH | ||||
| A0050 | 15225-0000 | SLOPE, REFERENCE, AND CLEARING AND GRUBBING CONTROL | 47.400 | MILE | ||||
| A002 | A0060 | 15236-2000 | SURVEY CONTROL, GRADE FINISHING | 40.800 | MILE | |||
| A0070 | 15301-0000 | CONTRACTOR QUALITY CONTROL | ALL | LPSM | ||||
| A0080 | 15401-0000 | CONTRACTOR TESTING | (CONTRACTOR FURNISHED LAB) | ALL | LPSM | |||
| A0090 | 15501-0000 | CONSTRUCTION SCHEDULE | ALL | LPSM | ||||
| A0100 | 15701-0000 | SOIL EROSION CONTROL | ALL | LPSM | ||||
| A0110 | 15720-0000 | STORMWATER POLLUTION PREVENTION PLAN | ALL | LPSM | ||||
| A0120 | 15802-0000 | WATERING FOR DUST CONTROL | ALL | LPSM | ||||
| A0130 | 20101-0000 | CLEARING AND GRUBBING | 51.500 | ACRE | ||||
| A0140 | 20301-0600 | REMOVAL OF CATTLE GUARD | 1.000 | EACH | ||||
| A0150 | 20301-1800 | REMOVAL OF MONUMENT | 1.000 | EACH | ||||
| A001 | A0160 | 20301-2400 | REMOVAL OF SIGN | 82.000 | EACH | |||
| A0170 | 20302-0400 | REMOVAL OF CURB, ASPHALT | 280.000 | LNFT | ||||
| A0180 | 20302-0625 | REMOVAL OF CURB, LOG | 480.000 | LNFT | ||||
| A0190 | 20302-2100 | REMOVAL OF PIPE CULVERT | 110.000 | LNFT | ||||
| A0200 | 20401-0000 | ROADWAY EXCAVATION | 94,200.000 | CUYD | ||||
| A0210 | 20402-0000 | SUBEXCAVATION | 1,000.000 | CUYD | ||||
| A005 | A0220 | 20441-0000 | WASTE | 8,500.000 | CUYD | |||
| A0230 | 20470-0000 | BOULDER | 3.000 | EACH | ||||
| A0240 | 21101-1000 | ROADWAY OBLITERATION, METHOD 1 | 5,400.000 | SQYD | ||||
| A0250 | 21101-2000 | ROADWAY OBLITERATION, METHOD 2 | 290.000 | SQYD | ||||
| A0260 | 25101-0300 | PLACED RIPRAP, CLASS 3 | 11,300.000 | CUYD | ||||
| A003 | A0270 | 30101-0000 | AGGREGATE BASE | 44,800.000 | TON | |||
| A003 | A0290 | 30202-2000 | ROADWAY AGGREGATE, METHOD 2 | 104,600.000 | TON | |||
| A0300 | 30401-5300 | FULL DEPTH RECLAMATION, METHOD 2, 6-INCH DEPTH | 41.500 | MILE | ||||
| A0310 | 40101-5600 | ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH OR 3/4-INCH NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL | 86,000.000 | TON | ||||
| A0330 | 40105-3000 | ANTISTRIP ADDITIVE, TYPE 3 | 861.000 | TON | ||||
| A0350 | 40601-0000 | FOG SEAL | 221.500 | TON | ||||
| A0360 | 41101-1000 | PRIME COAT, METHOD 1 | 763.000 | TON | ||||
| A0370 | 41105-0000 | BLOTTER | 800.000 | TON | ||||
| A0380 | 41201-0000 | TACK COAT | 221.000 | TON | ||||
| A0390 | 41801-1000 | ASPHALT CONCRETE PAVEMENT PATCH, TYPE 1 | 140.000 | SQYD | ||||
| A0400 | 50101-0600 | MINOR CONCRETE PAVEMENT, REINFORCED, 6-INCH DEPTH | 150.000 | SQYD | ||||
| A0410 | 60201-0800 | 24-INCH PIPE CULVERT | 120.000 | LNFT | ||||
| A0420 | 60201-0900 | 30-INCH PIPE CULVERT | 55.000 | LNFT | ||||
| A0430 | 60210-0800 | END SECTION FOR 24-INCH PIPE CULVERT | 6.000 | EACH | ||||
| A0440 | 60210-0900 | END SECTION FOR 30-INCH PIPE CULVERT | 2.000 | EACH | ||||
| A0450 | 60901-1000 | CURB, CONCRETE, 12-INCH DEPTH | 5,770.000 | LNFT | ||||
| A0460 | 60902-1000 | CURB AND GUTTER, CONCRETE, 12-INCH DEPTH | 1,600.000 | LNFT | ||||
| A0470 | 61001-0500 | SIDEWALK, EXPOSED AGGREGATE CONCRETE | 700.000 | SQYD | ||||
| A0480 | 61004-2000 | ACCESSIBILITY RAMP, EXPOSED AGGREGATE CONCRETE | 25.000 | SQYD | ||||
| A0490 | 61801-0000 | CONCRETE BARRIER | 16,100.000 | LNFT | ||||
| A0500 | 61901-3300 | FENCE, TORTOISE BARRIER | 216,500.000 | LNFT | ||||
| A0510 | 61902-0900 | GATE, METAL | 6.000 | EACH | ||||
| A0520 | 61920-2000 | REMOVE AND RESET GATE | 3.000 | EACH | ||||
| A0530 | 61921-1000 | REMOVE AND RESET FENCE | 100.000 | LNFT | ||||
| A0540 | 62201-0250 | DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY | 160.000 | HOUR | ||||
| A0550 | 62201-0450 | BACKHOE LOADER, 4 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET, 18-INCH WIDTH | 160.000 | HOUR | ||||
| A0560 | 62201-0950 | WHEEL LOADER, 3 CUBIC YARD MINIMUM RATED CAPACITY | 160.000 | HOUR | ||||
| A0570 | 62201-1400 | BULLDOZER, 250HP MINIMUM FLYWHEEL POWER | 160.000 | HOUR | ||||
| A0580 | 62201-2850 | MOTOR GRADER, 12 FOOT MINIMUM BLADE | 160.000 | HOUR | ||||
| A0590 | 62201-3250 | HYDRAULIC EXCAVATOR, 2.0 CUBIC YARD MINIMUM CAPACITY WITH THUMB ATTACHMENT | 160.000 | HOUR | ||||
| A0600 | 62301-0000 | GENERAL LABOR | 90.000 | HOUR | ||||
| A0610 | 62302-1100 | SPECIAL LABOR, HIRED SURVEY SERVICES | 90.000 | HOUR | ||||
| A0620 | 62303-1000 | SPECIAL LABOR, HIRED TECHNICAL SERVICES | (TRIBAL MONITOR) | ALL | LPSM | |||
| A0630 | 62303-1010 | SPECIAL LABOR, HIRED TECHNICAL SERVICES, BIOLOGICAL SERVICES | ALL | LPSM | ||||
| A0640 | 62303-1020 | SPECIAL LABOR, HIRED TECHNICAL SERVICES, ARCHEOLOGICAL SERVICES | ALL | LPSM | ||||
| A0650 | 62407-0000 | PLACING CONSERVED TOPSOIL | (1-INCH DEPTH) | 5,300.000 | CUYD | |||
| A0660 | 63301-0000 | SIGN SYSTEM | 52.000 | EACH | ||||
| A0670 | 63301-0000 | SIGN SYSTEM | (LARGE SIGN) | 8.000 | EACH | |||
| A001 | A0680 | 63302-0000 | SIGN SYSTEM | (SIGN PANEL) | 890.000 | SQFT | ||
| A0690 | 63308-3000 | OBJECT MARKER, TYPE 3 | 22.000 | EACH | ||||
| A0700 | 63309-0200 | DELINEATOR, TYPE 2 | 880.000 | EACH | ||||
| A0710 | 63312-0000 | SPEED HUMP | 1.000 | EACH | ||||
| A0720 | 63316-1000 | REMOVE AND RESET SIGN SYSTEM | 121.000 | EACH | ||||
| A0730 | 63316-3000 | REMOVE AND RESET OBJECT MARKER | 13.000 | EACH | ||||
| A0740 | 63325-0000 | MUMBLE STRIP | (TRANSVERSE) | 150.000 | LNFT | |||
| A0750 | 63326-0000 | MUMBLE STRIP | (CENTERLINE) | 3.500 | MILE | |||
| A0760 | 63326-0000 | MUMBLE STRIP | (SHOULDER) | 62.200 | MILE | |||
| A0770 | 63401-0300 | PAVEMENT MARKINGS, TYPE B, SOLID | 3,360.000 | LNFT | ||||
| A0780 | 63402-0300 | PAVEMENT MARKINGS, TYPE B, SOLID | 264.000 | MILE | ||||
| A0790 | 63402-0400 | PAVEMENT MARKINGS, TYPE B, BROKEN | 70.000 | MILE | ||||
| A0800 | 63405-0050 | PAVEMENT MARKINGS, SYMBOLS | 1.000 | EACH | ||||
| A0810 | 63405-0550 | PAVEMENT MARKINGS, TYPE B, STRAIGHT ARROW | 2.000 | EACH | ||||
| A0820 | 63405-0700 | PAVEMENT MARKINGS, TYPE B, "STOP" WORD MESSAGE | 4.000 | EACH | ||||
| A0830 | 63405-0800 | PAVEMENT MARKINGS, TYPE B, RAILROAD SYMBOL | 3.000 | EACH | ||||
| A0840 | 63405-0850 | PAVEMENT MARKINGS, TYPE B, ACCESSIBILITY SYMBOL | 2.000 | EACH | ||||
| A0850 | 63405-0855 | PAVEMENT MARKINGS, TYPE B, SPEED HUMP MARKINGS | 2.000 | EACH | ||||
| A0860 | 63501-0000 | TEMPORARY TRAFFIC CONTROL | ALL | LPSM | ||||
| A0870 | 63501-0000 | TEMPORARY TRAFFIC CONTROL | (RAILROAD FLAGGER) | ALL | LPSM | |||
| A0880 | 63640-0600 | RELOCATE COMMUNICATION LINE | ALL | LPSM | ||||
| A0890 | 64603-0000 | FIXTURE | (ENTRANCE SIGN) | 1.000 | EACH | |||
| A0900 | 64603-0000 | FIXTURE | (LANDMARK SIGN) | 1.000 | EACH | |||
| A0910 | 64702-3100 | ENVIRONMENTAL DESIGN, TORTOISE CROSSING STRUCTURE | 2,280.000 | LNFT | ||||
| A0920 | 64703-6500 | ENVIRONMENTAL DESIGN, SMALL WILDLIFE ESCAPE RAMP | 25.000 | EACH | ||||
| A001 | A0950 | 63306-1800 | POST, WOOD, 4-INCH X 6-INCH | 44.000 | EACH | |||
| A001 | A0960 | 63306-2000 | POST, WOOD, 8-INCH X 6-INCH | 4.000 | EACH | |||
| A005 | A0970 | 62405-0100 | PLACING CONSERVED TOPSOIL, 2-INCH DEPTH | (RIPRAP SOIL TOPPING) | 7,600.000 | SQYD | ||
| Submitted By: | Schedule Total: | |||||||
| A0080 15401-0000 CONTRACTOR TESTING ALL LPSM $_______________ | ||||||||
| BID ALTERNATE ITEM (Government-Furnished Lab) | ||||||||
| See page A-4 |
Project: CA NP MOJA 11(2) 10(2), KELSO CIMA && KELBAKER ROADS &"Arial,Regular"&8 A-7
Option X BID SCHEDULE Amendment A005
| Project No : | CA NP MOJA 11(2) 10(2) | Schedule : | X |
| Project Name : | KELSO CIMA & KELBAKER ROADS | Schedule Type : | Option |
| Contract Quantity Pay Items | |||
| No Contract Quantity Pay Items |
| AMD# | Line Item Number | Pay Item Number | Description | Supplemental | ||||
| Description | Quantity | Unit | Unit Price | Amount | ||||
| X0010 | 15101-0000 | MOBILIZATION | ALL | LPSM | ||||
| X0020 | 15215-1000 | SURVEY AND STAKING, APPROACH ROAD | 4.000 | EACH | ||||
| X0030 | 15215-7000 | SURVEY AND STAKING, PARKING AREA | 1.000 | EACH | ||||
| X0040 | 15225-0000 | SLOPE, REFERENCE, AND CLEARING AND GRUBBING CONTROL | 3.200 | MILE | ||||
| A002 | X0050 | 15236-2000 | SURVEY CONTROL, GRADE FINISHING | 4.900 | MILE | |||
| X0060 | 15301-0000 | CONTRACTOR QUALITY CONTROL | ALL | LPSM | ||||
| X0070 | 15401-0000 | CONTRACTOR TESTING | (CONTRACTOR FURNISHED LAB) | ALL | LPSM | |||
| X0080 | 15501-0000 | CONSTRUCTION SCHEDULE | ALL | LPSM | ||||
| X0090 | 15701-0000 | SOIL EROSION CONTROL | ALL | LPSM | ||||
| X0100 | 15720-0000 | STORMWATER POLLUTION PREVENTION PLAN | ALL | LPSM | ||||
| X0110 | 15802-0000 | WATERING FOR DUST CONTROL | ALL | LPSM | ||||
| X0120 | 20101-0000 | CLEARING AND GRUBBING | 6.000 | ACRE | ||||
| X0130 | 20301-0600 | REMOVAL OF CATTLE GUARD | 1.000 | EACH | ||||
| X0140 | 20301-2400 | REMOVAL OF SIGN | 9.000 | EACH | ||||
| X0150 | 20401-0000 | ROADWAY EXCAVATION | 10,700.000 | CUYD | ||||
| X0160 | 20402-0000 | SUBEXCAVATION | 100.000 | CUYD | ||||
| X0170 | 20441-0000 | WASTE | 500.000 | CUYD | ||||
| X0180 | 21101-1000 | ROADWAY OBLITERATION, METHOD 1 | 380.000 | SQYD | ||||
| X0190 | 21101-2000 | ROADWAY OBLITERATION, METHOD 2 | 400.000 | SQYD | ||||
| A003 | X0200 | 30101-0000 | AGGREGATE BASE | 5,300.000 | TON | |||
| A003 | X0220 | 30202-2000 | ROADWAY AGGREGATE, METHOD 2 | 10,700.000 | TON | |||
| X0230 | 30401-5300 | FULL DEPTH RECLAMATION, METHOD 2, 6-INCH DEPTH | 2.500 | MILE | ||||
| X0240 | 40101-5600 | ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH OR 3/4-INCH NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL | 8,500.000 | TON | ||||
| X0260 | 40105-3000 | ANTISTRIP ADDITIVE, TYPE 3 | 88.000 | TON | ||||
| X0280 | 40601-0000 | FOG SEAL | 23.000 | TON | ||||
| X0290 | 41101-1000 | PRIME COAT, METHOD 1 | 79.000 | TON | ||||
| X0300 | 41105-0000 | BLOTTER | 80.000 | TON | ||||
| X0310 | 41201-0000 | TACK COAT | 23.000 | TON | ||||
| X0320 | 50101-0600 | MINOR CONCRETE PAVEMENT, REINFORCED, 6-INCH DEPTH | 36.000 | SQYD | ||||
| X0330 | 60901-1000 | CURB, CONCRETE, 12-INCH DEPTH | 480.000 | LNFT | ||||
| X0340 | 61001-0500 | SIDEWALK, EXPOSED AGGREGATE CONCRETE | 130.000 | SQYD | ||||
| X0350 | 61004-2000 | ACCESSIBILITY RAMP, EXPOSED AGGREGATE CONCRETE | 11.000 | SQYD | ||||
| X0360 | 61901-3300 | FENCE, TORTOISE BARRIER | 14,200.000 | LNFT | ||||
| X0370 | 62201-0250 | DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY | 30.000 | HOUR | ||||
| X0380 | 62201-0450 | BACKHOE LOADER, 4 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET, 18-INCH WIDTH | 30.000 | HOUR | ||||
| X0390 | 62201-0950 | WHEEL LOADER, 3 CUBIC YARD MINIMUM RATED CAPACITY | 30.000 | HOUR | ||||
| X0400 | 62201-1400 | BULLDOZER, 250HP MINIMUM FLYWHEEL POWER | 30.000 | HOUR | ||||
| X0410 | 62201-2850 | MOTOR GRADER, 12 FOOT MINIMUM BLADE | 30.000 | HOUR | ||||
| X0420 | 62201-3250 | HYDRAULIC EXCAVATOR, 2.0 CUBIC YARD MINIMUM CAPACITY WITH THUMB ATTACHMENT | 30.000 | HOUR | ||||
| X0430 | 62301-0000 | GENERAL LABOR | 30.000 | HOUR | ||||
| X0440 | 62302-1100 | SPECIAL LABOR, HIRED SURVEY SERVICES | 20.000 | HOUR | ||||
| X0450 | 62303-1000 | SPECIAL LABOR, HIRED TECHNICAL SERVICES | (TRIBAL MONITOR) | ALL | LPSM | |||
| X0460 | 62303-1010 | SPECIAL LABOR, HIRED TECHNICAL SERVICES, BIOLOGICAL SERVICES | ALL | LPSM | ||||
| X0470 | 62303-1020 | SPECIAL LABOR, HIRED TECHNICAL SERVICES, ARCHEOLOGICAL SERVICES | ALL | LPSM | ||||
| X0480 | 62407-0000 | PLACING CONSERVED TOPSOIL | (1-INCH DEPTH) | 600.000 | CUYD | |||
| X0490 | 63301-0000 | SIGN SYSTEM | 5.000 | EACH | ||||
| X0500 | 63301-0000 | SIGN SYSTEM | (LARGE SIGN) | 1.000 | EACH | |||
| X0510 | 63302-0000 | SIGN SYSTEM | (SIGN PANEL) | 34.000 | SQFT | |||
| X0520 | 63309-0200 | DELINEATOR, TYPE 2 | 106.000 | EACH | ||||
| X0530 | 63316-1000 | REMOVE AND RESET SIGN SYSTEM | 34.000 | EACH | ||||
| X0540 | 63326-0000 | MUMBLE STRIP | (CENTERLINE) | 1.000 | MILE | |||
| X0550 | 63326-0000 | MUMBLE STRIP | (SHOULDER) | 6.400 | MILE | |||
| X0560 | 63401-0300 | PAVEMENT MARKINGS, TYPE B, SOLID | 760.000 | LNFT | ||||
| X0570 | 63402-0300 | PAVEMENT MARKINGS, TYPE B, SOLID | 34.000 | MILE | ||||
| X0580 | 63402-0400 | PAVEMENT MARKINGS, TYPE B, BROKEN | 4.500 | MILE | ||||
| X0590 | 63405-0050 | PAVEMENT MARKINGS, SYMBOLS | 4.000 | EACH | ||||
| X0600 | 63405-0850 | PAVEMENT MARKINGS, TYPE B, ACCESSIBILITY SYMBOL | 1.000 | EACH | ||||
| X0610 | 63501-0000 | TEMPORARY TRAFFIC CONTROL | ALL | LPSM | ||||
| X0620 | 64702-3100 | ENVIRONMENTAL DESIGN, TORTOISE CROSSING STRUCTURE | 40.000 | LNFT | ||||
| X0630 | 64703-6500 | ENVIRONMENTAL DESIGN, SMALL WILDLIFE ESCAPE RAMP | 2.000 | EACH | ||||
| Submitted By: | Schedule Total: |
| X0070 15401-0000 CONTRACTOR TESTING ALL LPSM $_______________ |
| BID ALTERNATE ITEM (Government-Furnished Lab) |
| See page A-4 |
Project: CA NP MOJA 11(2) 10(2), KELSO CIMA && KELBAKER ROADS &"Arial,Regular"&8 A-8
Option Y BID SCHEDULE Amendment A005
| Project No : | CA NP MOJA 11(2) 10(2) | Schedule : | Y |
| Project Name : | KELSO CIMA & KELBAKER ROADS | Schedule Type : | Option |
| Contract Quantity Pay Items | |||
| No Contract Quantity Pay Items |
| AMD# | Line Item Number | Pay Item Number | Description | Supplemental | ||||
| Description | Quantity | Unit | Unit Price | Amount | ||||
| Y2000 | 15101-0000 | MOBILIZATION | ALL | LPSM | ||||
| Y2010 | 15215-1000 | SURVEY AND STAKING, APPROACH ROAD | 8.000 | EACH | ||||
| Y2020 | 15225-0000 | SLOPE, REFERENCE, AND CLEARING AND GRUBBING CONTROL | 6.100 | MILE | ||||
| A002 | Y2030 | 15236-2000 | SURVEY CONTROL, GRADE FINISHING | 7.900 | MILE | |||
| Y2040 | 15301-0000 | CONTRACTOR QUALITY CONTROL | ALL | LPSM | ||||
| Y2050 | 15401-0000 | CONTRACTOR TESTING | (CONTRACTOR FURNISHED LAB) | ALL | LPSM | |||
| Y2060 | 15501-0000 | CONSTRUCTION SCHEDULE | ALL | LPSM | ||||
| Y2070 | 15701-0000 | SOIL EROSION CONTROL | ALL | LPSM | ||||
| Y2080 | 15720-0000 | STORMWATER POLLUTION PREVENTION PLAN | ALL | LPSM | ||||
| Y2090 | 15802-0000 | WATERING FOR DUST CONTROL | ALL | LPSM | ||||
| Y2100 | 20101-0000 | CLEARING AND GRUBBING | 9.500 | ACRE | ||||
| Y2110 | 20301-2400 | REMOVAL OF SIGN | 7.000 | EACH | ||||
| Y2120 | 20401-0000 | ROADWAY EXCAVATION | 8,700.000 | CUYD | ||||
| Y2130 | 20402-0000 | SUBEXCAVATION | 200.000 | CUYD | ||||
| Y2140 | 21101-2000 | ROADWAY OBLITERATION, METHOD 2 | 100.000 | SQYD | ||||
| Y2150 | 25101-0300 | PLACED RIPRAP, CLASS 3 | 1,165.000 | CUYD | ||||
| A003 | Y2160 | 30101-0000 | AGGREGATE BASE | 4,600.000 | TON | |||
| A003 | Y2180 | 30202-2000 | ROADWAY AGGREGATE, METHOD 2 | 17,100.000 | TON | |||
| Y2190 | 30401-5300 | FULL DEPTH RECLAMATION, METHOD 2, 6-INCH DEPTH | 4.500 | MILE | ||||
| Y2200 | 40101-5600 | ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH OR 3/4-INCH NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL | 16,300.000 | TON | ||||
| Y2220 | 40105-3000 | ANTISTRIP ADDITIVE, TYPE 3 | 170.000 | TON | ||||
| Y2240 | 40601-0000 | FOG SEAL | 43.000 | TON | ||||
| Y2250 | 41101-1000 | PRIME COAT, METHOD 1 | 146.000 | TON | ||||
| Y2260 | 41105-0000 | BLOTTER | 154.000 | TON | ||||
| Y2270 | 41201-0000 | TACK COAT | 43.000 | TON | ||||
| Y2280 | 60901-1000 | CURB, CONCRETE, 12-INCH DEPTH | 650.000 | LNFT | ||||
| Y2290 | 61801-0000 | CONCRETE BARRIER | 1,860.000 | LNFT | ||||
| Y2300 | 62201-0250 | DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY | 50.000 | HOUR | ||||
| Y2310 | 62201-0450 | BACKHOE LOADER, 4 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET, 18-INCH WIDTH | 50.000 | HOUR | ||||
| Y2320 | 62201-0950 | WHEEL LOADER, 3 CUBIC YARD MINIMUM RATED CAPACITY | 50.000 | HOUR | ||||
| Y2330 | 62201-1400 | BULLDOZER, 250HP MINIMUM FLYWHEEL POWER | 50.000 | HOUR | ||||
| Y2340 | 62201-2850 | MOTOR GRADER, 12 FOOT MINIMUM BLADE | 50.000 | HOUR | ||||
| Y2350 | 62201-3250 | HYDRAULIC EXCAVATOR, 2.0 CUBIC YARD MINIMUM CAPACITY WITH THUMB ATTACHMENT | 50.000 | HOUR | ||||
| Y2360 | 62301-0000 | GENERAL LABOR | 50.000 | HOUR | ||||
| Y2370 | 62302-1100 | SPECIAL LABOR, HIRED SURVEY SERVICES | 40.000 | HOUR | ||||
| Y2380 | 62303-1010 | SPECIAL LABOR, HIRED TECHNICAL SERVICES, BIOLOGICAL SERVICES | ALL | LPSM | ||||
| Y2390 | 62303-1020 | SPECIAL LABOR, HIRED TECHNICAL SERVICES, ARCHEOLOGICAL SERVICES | ALL | LPSM | ||||
| Y2400 | 62407-0000 | PLACING CONSERVED TOPSOIL | (1-INCH DEPTH) | 940.000 | CUYD | |||
| Y2410 | 63301-0000 | SIGN SYSTEM | 5.000 | EACH | ||||
| Y2420 | 63309-0200 | DELINEATOR, TYPE 2 | 251.000 | EACH | ||||
| Y2430 | 63316-1000 | REMOVE AND RESET SIGN SYSTEM | 21.000 | EACH | ||||
| Y2440 | 63326-0000 | MUMBLE STRIP | (CENTERLINE) | 2.000 | MILE | |||
| Y2450 | 63326-0000 | MUMBLE STRIP | (SHOULDER) | 12.000 | MILE | |||
| Y2460 | 63402-0300 | PAVEMENT MARKINGS, TYPE B, SOLID | 64.000 | MILE | ||||
| Y2470 | 63402-0400 | PAVEMENT MARKINGS, TYPE B, BROKEN | 7.000 | MILE | ||||
| Y2480 | 63501-0000 | TEMPORARY TRAFFIC CONTROL | ALL | LPSM | ||||
| Submitted By: | Schedule Total: | |||||||
| Y2050 15401-0000 CONTRACTOR TESTING ALL LPSM $_______________ | ||||||||
| BID ALTERNATE ITEM (Government-Furnished Lab) | ||||||||
| See page A-4 |
Project: CA NP MOJA 11(2) 10(2), KELSO CIMA && KELBAKER ROADS &"Arial,Regular"&8 A-9
Bid Schedule Summary
| Amendment A005 | |
| BID SCHEDULE SUMMARY |
| Schedule | Bid Total |
| Schedule A - Base | $0.00 |
| Schedule | Bid Total |
| Schedule X - Option | $0.00 |
| Schedule | Bid Total |
| Schedule Y - Option | $0.00 |
| Total-Schedule(s) and Option(s) | Bid Total |
| Schedule A, Option X, Option Y | $0.00 |
Project: CA NP MOJA 11(2) 10(2), KELSO CIMA && KELBAKER ROADS &"Arial,Regular"&8 A-10
File details come from the government source that posted it. Updated .