SF30_A004.pdf
PDF 2 MB Posted
- Attached to
- NM FLAP 100(1) Soledad Canyon Road Federal contract opportunity
- Solicitation number
- 698219B000026
About this file
Amendment A004 - Bid Schedule change to solicitation and Summary of Quantities of the Plan set.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Bid_Tabulation_NM_FLAP_100(1).pdf | ||
| Bid_Opening_Summary.pdf | ||
| Soledad_Q_A_11.28.2018.pdf | ||
| SF30_A005.pdf | ||
| SF30_A003.pdf | ||
| SF30_A002.pdf | ||
| Soledad_Q_A_11.19.2018.pdf | ||
| 6982AF18B000026_Amendment_A001_11-15-18.pdf | ||
| 6982AF18B000026.pdf | ||
| NM_FLAP_100(1)_Cross_Sections.pdf | ||
| NM_FLAP_100(1)_Soledad_Final_Plans.pdf | ||
| NM_FLAP_100(1)_Drainage_Report.pdf | ||
| Soledad_Canyon_Pavement_Report_20180731.pdf |
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Text version
Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended, by one of the following methods:
(a) By completing items 8 and 15, and returning or (c) By separate letter or electronic communication which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by letter or electronic communication, provided each letter or electronic communication makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.
E. IMPORTANT: Contractor is not is required to sign this document and return copies to the issuing office.
AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE
2. AMENDMENT/MODIFICATION NUMBER 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQUISITION NUMBER 5. PROJECT NUMBER (If applicable)
7. ADMINISTERED BY (If other than Item 6) CODE
STANDARD FORM 30 (REV. 11/2016)
Prescribed by GSA FAR (48 CFR) 53.243
FACILITY CODE
9A. AMENDMENT OF SOLICITATION NUMBER
9B. DATED (SEE ITEM 11)
10A. MODIFICATION OF CONTRACT/ORDER NUMBER
10B. DATED (SEE ITEM 13)
11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS
The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers is extended. is not extended.
12. ACCOUNTING AND APPROPRIATION DATA (If required) copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;
13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.
IT MODIFIES THE CONTRACT/ORDER NUMBER AS DESCRIBED IN ITEM 14.
CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER
NUMBER IN ITEM 10A.
B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation data, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).
C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:
D. OTHER (Specify type of modification and authority)
Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.
15C. DATE SIGNED
15A. NAME AND TITLE OF SIGNER (Type or print)
16C. DATE SIGNED
16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)
14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)
PAGE OF PAGES
6. ISSUED BY CODE
8. NAME AND ADDRESS OF CONTRACTOR (Number, street, county, State and ZIP Code) (X)
CODE
15B. CONTRACTOR/OFFEROR
(Signature of person authorized to sign)
16B. UNITED STATES OF AMERICA
(Signature of Contracting Officer)
Previous edition unusable
Page A - 5
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. 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.
Bid Schedule
Project No:NM FLAP 100(1)
Project Name:Soledad Canyon Road
Amendment A004 11/26/2018
Page A - 6
Amendment Item No. Pay Item No. Description Quantity Unit Unit Price Amount
A0020 15101-0000 MOBILIZATION
ALL LPSM $___LPSM_____ $____________
A0040 15206-0000 SLOPE, REFERENCE, AND CLEARING AND GRUBBING STAKE
5.070 MILE $____________ $____________
A0060 15215-1000 SURVEY AND STAKING, APPROACH ROAD
76 EACH $____________ $____________
A0080 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE
27 EACH $____________ $____________
A0100 15236-2000 SURVEY CONTROL, GRADE FINISHING
5.070 MILE $____________ $____________
A0120 15301-0000 CONTRACTOR QUALITY CONTROL
ALL LPSM $___LPSM_____ $____________
A0140 15401-0000 CONTRACTOR TESTING
ALL LPSM $___LPSM_____ $____________
A0160 15501-0000 CONSTRUCTION SCHEDULE
ALL LPSM $___LPSM_____ $____________
A0180 15705-1400 SOIL EROSION CONTROL, FIBER ROLL
12,750 LNFT $____________ $____________
A0200 15802-0000 WATERING FOR DUST CONTROL
ALL LPSM $___LPSM_____ $____________
A0220 20101-0000 CLEARING AND GRUBBING
18.4 ACRE $____________ $____________
A0240 20301-2400 REMOVAL OF SIGN
50 EACH $____________ $____________
A0260 20302-0200 REMOVAL OF CURB
1,225 LNFT $____________ $____________
A0280 20302-0500 REMOVAL OF CURB, CONCRETE
330 LNFT $____________ $____________
Bid Schedule Schedule:A Schedule Type:Base
Project No:NM FLAP 100(1)
Project Name:Soledad Canyon Road
Page A - 7
A0300 20302-0700 REMOVAL OF FENCE
70 LNFT $____________ $____________
A0320 20302-2100 REMOVAL OF PIPE CULVERT
1,830 LNFT $____________ $____________
A0340 20303-3600 REMOVAL OF WALL
17 SQYD $____________ $____________
A0360 20304-1000 REMOVAL OF STRUCTURES AND OBSTRUCTIONS
ALL LPSM $___LPSM_____ $____________
A0380 20401-0000 ROADWAY EXCAVATION
23,000 CUYD $____________ $____________
A0400 20441-0000 WASTE
11,300 CUYD $____________ $____________
A0420 25305-1000 REVET MATTRESS, GALVANIZED OR ALUMINIZED COATED
870 SQYD $____________ $____________
A0480 30101-0000 AGGREGATE BASE (Arroyo Crossings)
1,200 TON $____________ $____________
A0500 30101-0000 AGGREGATE BASE
33,000 TON $____________ $____________
A0520 30402-1000 FULL DEPTH RECLAMATION, METHOD 1
73,045 SQYD $____________ $____________
A0580 40101-5600 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH OR 3/4-INCH
NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL
22,000 TON $____________ $____________
A0600 40101-5600 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH OR 3/4-INCH
NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL (Arroyo
Crossings)
900 TON $____________ $____________
Bid Schedule Schedule:A Schedule Type:Base
Project No:NM FLAP 100(1)
Project Name:Soledad Canyon Road
Page A - 8
A0620 40105-3000 ANTISTRIP ADDITIVE, TYPE 3
220 TON $____________ $____________
A0640 40105-3000 ANTISTRIP ADDITIVE, TYPE 3 (Arroyo Crossings)
9 TON $____________ $____________
A0680 40601-0000 FOG SEAL (Arroyo Crossings)
3 TON $____________ $____________
A0700 40601-0000 FOG SEAL
53.00 TON $____________ $____________
A0720 41101-1000 PRIME COAT, METHOD 1
190.00 TON $____________ $____________
A0740 41101-1000 PRIME COAT, METHOD 1 (Arroyo Crossings)
8 TON $____________ $____________
A0760 41105-0000 BLOTTER
880 TON $____________ $____________
A0780 41201-0000 TACK COAT (Arroyo Crossings)
2 TON $____________ $____________
A0800 41201-0000 TACK COAT
45.00 TON $____________ $____________
A0820 50101-2500 MINOR CONCRETE PAVEMENT, PLAIN, 5-INCH DEPTH (Driveway @ ST 338+04
Colored)
4 SQYD $____________ $____________
A0840 60103-0160 CONCRETE, HEADWALL FOR 30-INCH PIPE CULVERT (Including Wingwalls)
1 EACH $____________ $____________
A0860 60103-0180 CONCRETE, HEADWALL FOR 36-INCH PIPE CULVERT (Including Wingwalls)
1 EACH $____________ $____________
A0880 60201-0400 12-INCH PIPE CULVERT
55 LNFT $____________ $____________
Bid Schedule Schedule:A Schedule Type:Base
Project No:NM FLAP 100(1)
Project Name:Soledad Canyon Road
Page A - 9
A0900 60201-0800 24-INCH PIPE CULVERT
535 LNFT $____________ $____________
A0920 60201-0900 30-INCH PIPE CULVERT
745 LNFT $____________ $____________
A0940 60201-1000 36-INCH PIPE CULVERT
970 LNFT $____________ $____________
A0960 60201-1100 42-INCH PIPE CULVERT
95 LNFT $____________ $____________
A0980 60210-0400 END SECTION FOR 12-INCH PIPE CULVERT
1 EACH $____________ $____________
A1000 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT
14 EACH $____________ $____________
A1020 60210-0900 END SECTION FOR 30-INCH PIPE CULVERT
15 EACH $____________ $____________
A1040 60210-1000 END SECTION FOR 36-INCH PIPE CULVERT
16 EACH $____________ $____________
A1060 60210-1100 END SECTION FOR 42-INCH PIPE CULVERT
2 EACH $____________ $____________
A1080 60403-0000 INLET
1 EACH $____________ $____________
A1100 60409-0000 INLET TOP, METAL FRAME AND GRATE
1 EACH $____________ $____________
A1120 60901-1700 CURB, CONCRETE, 18-INCH DEPTH
6,500 LNFT $____________ $____________
A1140 60906-1000 GUTTER, CONCRETE
1,150 SQYD $____________ $____________
A1160 61106-0000 FIRE HYDRANT
8 EACH $____________ $____________
Bid Schedule Schedule:A Schedule Type:Base
Project No:NM FLAP 100(1)
Project Name:Soledad Canyon Road
Page A - 10
A1180 61108-1000 ADJUST WATER VALVE
66 EACH $____________ $____________
A1200 61509-0000 DETECTABLE WARNING PANELS
100 SQYD $____________ $____________
A1220 61801-0000 CONCRETE BARRIER (Precast; Type 32)
2,100 LNFT $____________ $____________
A1240 61920-2000 REMOVE AND RESET GATE
1 EACH $____________ $____________
A1260 61921-1000 REMOVE AND RESET FENCE
900 LNFT $____________ $____________
A1280 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY
30 HOUR $____________ $____________
A1300 62201-0950 WHEEL LOADER, 3 CUBIC YARD MINIMUM RATED CAPACITY
30 HOUR $____________ $____________
A1320 62201-2800 MOTOR GRADER, 8 FOOT MINIMUM BLADE
30 HOUR $____________ $____________
A1340 62201-3350 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY
30 HOUR $____________ $____________
A1360 62301-0000 GENERAL LABOR
70 HOUR $____________ $____________
A1380 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES
30 HOUR $____________ $____________
A1400 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES
45 HOUR $____________ $____________
A1420 62402-0300 FURNISHING AND PLACING TOPSOIL, 4-INCH DEPTH
6.0 ACRE $____________ $____________
A1440 62510-2000 SEEDING, HYDRAULIC METHOD
6.0 ACRE $____________ $____________
Bid Schedule Schedule:A Schedule Type:Base
Project No:NM FLAP 100(1)
Project Name:Soledad Canyon Road
Page A - 11
A1460 62515-2000 MULCHING, HYDRAULIC METHOD
6.0 ACRE $____________ $____________
A1480 62901-1000 ROLLED EROSION CONTROL PRODUCT, TYPE 3.B
27,384 SQYD $____________ $____________
A1500 63301-0000 SIGN SYSTEM
143 EACH $____________ $____________
A1520 63301-0000 SIGN SYSTEM (Solar Radar Flashing Speed Sign)
4 EACH $____________ $____________
A1540 63309-0100 DELINEATOR, TYPE 1
80 EACH $____________ $____________
A1560 63316-1000 REMOVE AND RESET SIGN
57 EACH $____________ $____________
A1580 63402-0300 PAVEMENT MARKINGS, TYPE B, SOLID
56.0 MILE $____________ $____________
A1600 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM
100 EACH $____________ $____________
A1620 63502-3900 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN
104 EACH $____________ $____________
A002 A1640 63506-0400 TEMPORARY TRAFFIC CONTROL, POLICE OFFICER
3,700 HOUR $____________ $____________
A002 A1641 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER
3,700 HOUR $____________ $____________
A1660 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR
1,850 HOUR $____________ $____________
A1680 63510-0100 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR
37 WEEK $____________ $____________
A1700 64604-3000 FIXTURE, PEDESTRIAN RAILING
1,415 LNFT $____________ $____________
Bid Schedule Schedule:A Schedule Type:Base
Project No:NM FLAP 100(1)
Project Name:Soledad Canyon Road
Page A - 12
A1720 64620-0000 REMOVE AND RESET (Tire Shedder)
1 EACH $____________ $____________
A1740 64620-0400 REMOVE AND RESET MAILBOX (On new breakaway post)
22 EACH $____________ $____________
Submitted by:____________________________________ Schedule Total:____________
Bid Schedule Schedule:A Schedule Type:Base
Project No:NM FLAP 100(1)
Project Name:Soledad Canyon Road
Page A - 13
B0020 15101-0000 MOBILIZATION
ALL LPSM $___LPSM_____ $____________
B0040 15206-0000 SLOPE, REFERENCE, AND CLEARING AND GRUBBING STAKE
5.070 MILE $____________ $____________
B0060 15215-1000 SURVEY AND STAKING, APPROACH ROAD
76 EACH $____________ $____________
B0080 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE
27 EACH $____________ $____________
B0100 15236-2000 SURVEY CONTROL, GRADE FINISHING
5.070 MILE $____________ $____________
B0120 15301-0000 CONTRACTOR QUALITY CONTROL
ALL LPSM $___LPSM_____ $____________
B0140 15401-0000 CONTRACTOR TESTING
ALL LPSM $___LPSM_____ $____________
B0160 15501-0000 CONSTRUCTION SCHEDULE
ALL LPSM $___LPSM_____ $____________
B0180 15705-1400 SOIL EROSION CONTROL, FIBER ROLL
12,750 LNFT $____________ $____________
B0200 15802-0000 WATERING FOR DUST CONTROL
ALL LPSM $___LPSM_____ $____________
B0220 20101-0000 CLEARING AND GRUBBING
18.4 ACRE $____________ $____________
B0240 20301-2400 REMOVAL OF SIGN
50 EACH $____________ $____________
B0260 20302-0200 REMOVAL OF CURB
1,225 LNFT $____________ $____________
B0280 20302-0500 REMOVAL OF CURB, CONCRETE
330 LNFT $____________ $____________
Bid Schedule Schedule:B Schedule Type:Base
Project No:NM FLAP 100(1)
Project Name:Soledad Canyon Road
Page A - 14
B0300 20302-0700 REMOVAL OF FENCE
70 LNFT $____________ $____________
B0320 20302-2100 REMOVAL OF PIPE CULVERT
1,830 LNFT $____________ $____________
B0340 20303-3600 REMOVAL OF WALL
17 SQYD $____________ $____________
B0360 20304-1000 REMOVAL OF STRUCTURES AND OBSTRUCTIONS
ALL LPSM $___LPSM_____ $____________
B0380 20401-0000 ROADWAY EXCAVATION
24,000 CUYD $____________ $____________
B0400 20441-0000 WASTE
11,900 CUYD $____________ $____________
B0420 25305-1000 REVET MATTRESS, GALVANIZED OR ALUMINIZED COATED
870 SQYD $____________ $____________
B0440 30101-0000 AGGREGATE BASE
34,150 TON $____________ $____________
B0480 30402-1000 FULL DEPTH RECLAMATION, METHOD 1
73,045 SQYD $____________ $____________
B0500 40101-5600 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH OR 3/4-INCH
NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL
22,000 TON $____________ $____________
B0540 40105-3000 ANTISTRIP ADDITIVE, TYPE 3
220 TON $____________ $____________
B0580 40601-0000 FOG SEAL
53.00 TON $____________ $____________
B0600 41101-1000 PRIME COAT, METHOD 1
190.00 TON $____________ $____________
Bid Schedule Schedule:B Schedule Type:Base
Project No:NM FLAP 100(1)
Project Name:Soledad Canyon Road
Page A - 15
B0620 41105-0000 BLOTTER
880 TON $____________ $____________
B0640 41201-0000 TACK COAT
45.00 TON $____________ $____________
B0660 50101-2500 MINOR CONCRETE PAVEMENT, PLAIN, 5-INCH DEPTH (Driveway @ ST 338+04
Colored)
4 SQYD $____________ $____________
B0680 50101-2700 MINOR CONCRETE PAVEMENT, PLAIN, 7-INCH DEPTH
5,500 SQYD $____________ $____________
B0700 60103-0160 CONCRETE, HEADWALL FOR 30-INCH PIPE CULVERT (Including Wingwalls)
1 EACH $____________ $____________
B0720 60103-0180 CONCRETE, HEADWALL FOR 36-INCH PIPE CULVERT (Including Wingwalls)
1 EACH $____________ $____________
B0740 60201-0400 12-INCH PIPE CULVERT
55 LNFT $____________ $____________
B0760 60201-0800 24-INCH PIPE CULVERT
535 LNFT $____________ $____________
B0780 60201-0900 30-INCH PIPE CULVERT
745 LNFT $____________ $____________
B0800 60201-1000 36-INCH PIPE CULVERT
970 LNFT $____________ $____________
B0820 60201-1100 42-INCH PIPE CULVERT
95 LNFT $____________ $____________
B0840 60210-0400 END SECTION FOR 12-INCH PIPE CULVERT
1 EACH $____________ $____________
B0860 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT
14 EACH $____________ $____________
Bid Schedule Schedule:B Schedule Type:Base
Project No:NM FLAP 100(1)
Project Name:Soledad Canyon Road
Page A - 16
B0880 60210-0900 END SECTION FOR 30-INCH PIPE CULVERT
15 EACH $____________ $____________
B0900 60210-1000 END SECTION FOR 36-INCH PIPE CULVERT
16 EACH $____________ $____________
B0920 60210-1100 END SECTION FOR 42-INCH PIPE CULVERT
2 EACH $____________ $____________
B0940 60403-0000 INLET
1 EACH $____________ $____________
B0960 60409-0000 INLET TOP, METAL FRAME AND GRATE
1 EACH $____________ $____________
B0980 60901-1700 CURB, CONCRETE, 18-INCH DEPTH
6,500 LNFT $____________ $____________
B1000 60906-1000 GUTTER, CONCRETE
1,150 SQYD $____________ $____________
B1020 61106-0000 FIRE HYDRANT
8 EACH $____________ $____________
B1040 61108-1000 ADJUST WATER VALVE
66 EACH $____________ $____________
B1060 61509-0000 DETECTABLE WARNING PANELS
100 SQYD $____________ $____________
B1080 61801-0000 CONCRETE BARRIER (Precast; Type 32)
2,100 LNFT $____________ $____________
B1100 61920-2000 REMOVE AND RESET GATE
1 EACH $____________ $____________
B1120 61921-1000 REMOVE AND RESET FENCE
900 LNFT $____________ $____________
B1140 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY
30 HOUR $____________ $____________
Bid Schedule Schedule:B Schedule Type:Base
Project No:NM FLAP 100(1)
Project Name:Soledad Canyon Road
Page A - 17
B1160 62201-0950 WHEEL LOADER, 3 CUBIC YARD MINIMUM RATED CAPACITY
30 HOUR $____________ $____________
B1180 62201-2800 MOTOR GRADER, 8 FOOT MINIMUM BLADE
30 HOUR $____________ $____________
B1200 62201-3350 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY
30 HOUR $____________ $____________
B1220 62301-0000 GENERAL LABOR
70 HOUR $____________ $____________
B1240 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES
30 HOUR $____________ $____________
B1260 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES
45 HOUR $____________ $____________
B1280 62402-0300 FURNISHING AND PLACING TOPSOIL, 4-INCH DEPTH
6.0 ACRE $____________ $____________
B1300 62510-2000 SEEDING, HYDRAULIC METHOD
6.0 ACRE $____________ $____________
B1320 62515-2000 MULCHING, HYDRAULIC METHOD
6.0 ACRE $____________ $____________
B1340 62901-1000 ROLLED EROSION CONTROL PRODUCT, TYPE 3.B
27,384 SQYD $____________ $____________
B1360 63301-0000 SIGN SYSTEM (Solar Radar Flashing Speed Sign)
4 EACH $____________ $____________
B1380 63301-0000 SIGN SYSTEM
143 EACH $____________ $____________
B1400 63309-0100 DELINEATOR, TYPE 1
80 EACH $____________ $____________
B1420 63316-1000 REMOVE AND RESET SIGN
57 EACH $____________ $____________
Bid Schedule Schedule:B Schedule Type:Base
Project No:NM FLAP 100(1)
Project Name:Soledad Canyon Road
Page A - 18
B1440 63402-0300 PAVEMENT MARKINGS, TYPE B, SOLID
56.0 MILE $____________ $____________
A004 B1450 63501-2000 TEMPORARY TRAFFIC CONTROL, TRAFFIC SIGNAL SYSTEM
ALL LPSM $___LPSM_____ $____________
B1460 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM
100 EACH $____________ $____________
B1480 63502-3900 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN
104 EACH $____________ $____________
A002 B1500 63506-0400 TEMPORARY TRAFFIC CONTROL, POLICE OFFICER
3,700 HOUR $____________ $____________
A002 B1510 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER
3,700 HOUR $____________ $____________
B1520 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR
1,850 HOUR $____________ $____________
B1540 63510-0100 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR
37 WEEK $____________ $____________
B1560 64604-3000 FIXTURE, PEDESTRIAN RAILING
1,415 LNFT $____________ $____________
B1580 64620-0000 REMOVE AND RESET (Tire Shedder)
1 EACH $____________ $____________
B1600 64620-0400 REMOVE AND RESET MAILBOX (On new breakaway post)
22 EACH $____________ $____________
Submitted by:____________________________________ Schedule Total:____________
Bid Schedule Schedule:B Schedule Type:Base
Project No:NM FLAP 100(1)
Project Name:Soledad Canyon Road
Page A - 19
Y0020 15705-1400 SOIL EROSION CONTROL, FIBER ROLL
220 LNFT $____________ $____________
Y0040 20401-0000 ROADWAY EXCAVATION
1,000 CUYD $____________ $____________
Y0060 30101-0000 AGGREGATE BASE
850 TON $____________ $____________
Y0120 40101-5600 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH OR 3/4-INCH
NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL
730 TON $____________ $____________
Y0140 40105-3000 ANTISTRIP ADDITIVE, TYPE 3
8 TON $____________ $____________
Y0180 40601-0000 FOG SEAL
2.00 TON $____________ $____________
Y0200 41101-1000 PRIME COAT, METHOD 1
5.00 TON $____________ $____________
Y0220 41201-0000 TACK COAT
2.00 TON $____________ $____________
Y0240 60915-1000 WHEELSTOP, CONCRETE
12 EACH $____________ $____________
Y0260 62402-0300 FURNISHING AND PLACING TOPSOIL, 4-INCH DEPTH
0.2 ACRE $____________ $____________
Y0280 62510-2000 SEEDING, HYDRAULIC METHOD
0.2 ACRE $____________ $____________
Y0300 62515-2000 MULCHING, HYDRAULIC METHOD
0.2 ACRE $____________ $____________
Y0320 62901-1000 ROLLED EROSION CONTROL PRODUCT, TYPE 3.B
1,900 SQYD $____________ $____________
Bid Schedule Schedule:Y Schedule Type:Options
Project No:NM FLAP 100(1)
Project Name:Soledad Canyon Road
Page A - 20
Y0340 63301-0000 SIGN SYSTEM
5 EACH $____________ $____________
Y0360 63402-0300 PAVEMENT MARKINGS, TYPE B, SOLID
1.60 MILE $____________ $____________
Y0380 63405-0550 PAVEMENT MARKINGS, TYPE B, STRAIGHT ARROW
11 EACH $____________ $____________
Y0400 63405-0850 PAVEMENT MARKINGS, TYPE B, ACCESSIBILITY SYMBOL
2 EACH $____________ $____________
Submitted by:____________________________________ Schedule Total:____________
Bid Schedule Schedule:Y Schedule Type:Options
Project No:NM FLAP 100(1)
Project Name:Soledad Canyon Road
Page A - 21
Bid Schedule Summary
Schedule Bid Total
Schedule A - Base(Page A - 7)
Schedule Y - Option(Page A - 20)
Total - Schedules
Schedule Bid Total
Schedule B - Base(Page A - 14)
Schedule Y - Option(Page A - 20)
Total - Schedules
Submitted By: ________________________________
Bid Schedule
Project No:NM FLAP 100(1)
Project Name:Soledad Canyon Road
Sheet and Description
B8 B9 B12 B13 B14 B15 B16 B17 B18 B19
Removals Surf.
Curb & Gutter, TTC, PED
Railing & Barrier
Grading, EROS.
CONT.
SEED &
MULCH,
CLEAR &
GRUB
Utilities, Adjustments & Relocation
Draina ge
Perm Sign
Perm Sign
Perm Sign & pavement Markings
Riprap, Delineators &
Detectable Warnings
Allowance Bid Schedule
A0020 15101-0000 MOBILIZATION LPSM ALL
A0040 15206-0000 SLOPE, REFERENCE, AND CLEARING AND GRUBBING STAKE MILE 5.070
A0060 15215-1000 SURVEY AND STAKING, APPROACH ROAD EACH 76
A0080 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE EACH 27 27
A0100 15236-2000 SURVEY CONTROL, GRADE FINISHING MILE 5.070
A0120 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL
A0140 15401-0000 CONTRACTOR TESTING LPSM ALL
A0160 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL
A0180 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 12,140 610 12,750
A0200 15802-0000 WATERING FOR DUST CONTROL LPSM ALL
A0220 20101-0000 CLEARING AND GRUBBING ACRE 17.9 0.5 18.4
A0240 20301-2400 REMOVAL OF SIGN EACH 50 50
A0260 20302-0200 REMOVAL OF CURB LNFT 1,169 56 1,225
A0280 20302-0500 REMOVAL OF CURB, CONCRETE LNFT 317 13 330
A0300 20302-0700 REMOVAL OF FENCE LNFT 67 3 70
A0320 20302-2100 REMOVAL OF PIPE CULVERT LNFT 1,740 90 1,830
A0340 20303-3600 REMOVAL OF WALL SQYD 16 1 17
A0360 20304-1000 REMOVAL OF STRUCTURES AND OBSTRUCTIONS LPSM ALL
A0380 20401-0000 ROADWAY EXCAVATION CUYD 20,888 2,112 23,000
A0400 20441-0000 WASTE CUYD 10,771 529 11,300
A0420 25305-1000 REVET MATTRESS, GALVANIZED OR ALUMINIZED COATED SQYD 829 41 870
A0480 30101-0000 AGGREGATE BASE (Arroyo Crossings) TON 1,117 83 1,200
A0500 30101-0000 AGGREGATE BASE TON 31,376 1,624 33,000
A0520 30402-1000 FULL DEPTH RECLAMATION, METHOD 1 SQYD 69,573 3,472 73,045
A0580 40101-5600 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH
OR 3/4-INCH NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO
<3 MILLION ESAL TON 21,338 662 22,000
A0600 40101-5600 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH
OR 3/4-INCH NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO
<3 MILLION ESAL (Arroyo Crossings) TON 877 23 900
A0620 40105-3000 ANTISTRIP ADDITIVE, TYPE 3 TON 213 7 220
A0640 40105-3000 ANTISTRIP ADDITIVE, TYPE 3 (Arroyo Crossings) TON 9 9
A0680 40601-0000 FOG SEAL (Arroyo Crossings) TON 2 1 3
A0700 40601-0000 FOG SEAL TON 50.08 2.92 53.00
A0720 41101-1000 PRIME COAT, METHOD 1 TON 179.07 10.93 190.00
A0740 41101-1000 PRIME COAT, METHOD 1 (Arroyo Crossings) TON 7 1 8
A0760 41105-0000 BLOTTER TON 880
A0780 41201-0000 TACK COAT (Arroyo Crossings) TON 2 2
A0800 41201-0000 TACK COAT TON 41.16 3.84 45.00
MileStone: Amendment A004 Amendment Review Date: 11/26/18 Report Date: 11/26/18
A M E N D
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SUMMARY OF QUANTITIES - Schedule A
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Estimated Quantity Pay Item Description Unit
Estimated Quantities
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STATE PROJECT
B1NM FLAP 100(1)NM
SHEET
NUMBER
Removals Surf.
Curb & Gutter, TTC, PED
Railing & Barrier
Grading, EROS.
CONT.
SEED &
MULCH,
CLEAR &
GRUB
Utilities, Adjustments & Relocation
Draina ge
Perm Sign
Perm Sign
Perm Sign & pavement Markings
Riprap, Delineators &
Detectable Warnings
Allowance Bid Schedule
A0820 50101-2500 MINOR CONCRETE PAVEMENT, PLAIN, 5-INCH DEPTH
(Driveway @ ST 338+04 Colored) SQYD 4 4
A0840 60103-0160 CONCRETE, HEADWALL FOR 30-INCH PIPE CULVERT
(Including Wingwalls) EACH 1 1
A0860 60103-0180 CONCRETE, HEADWALL FOR 36-INCH PIPE CULVERT
(Including Wingwalls) EACH 1 1
A0880 60201-0400 12-INCH PIPE CULVERT LNFT 51 4 55
A0900 60201-0800 24-INCH PIPE CULVERT LNFT 510 25 535
A0920 60201-0900 30-INCH PIPE CULVERT LNFT 710 35 745
A0940 60201-1000 36-INCH PIPE CULVERT LNFT 928 42 970
A0960 60201-1100 42-INCH PIPE CULVERT LNFT 90 5 95
A0980 60210-0400 END SECTION FOR 12-INCH PIPE CULVERT EACH 1 1
A1000 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT EACH 14 14
A1020 60210-0900 END SECTION FOR 30-INCH PIPE CULVERT EACH 15 15
A1040 60210-1000 END SECTION FOR 36-INCH PIPE CULVERT EACH 16 16
A1060 60210-1100 END SECTION FOR 42-INCH PIPE CULVERT EACH 2 2
A1080 60403-0000 INLET EACH 1 1
A1100 60409-0000 INLET TOP, METAL FRAME AND GRATE EACH 1 1
A1120 60901-1700 CURB, CONCRETE, 18-INCH DEPTH LNFT 6,191 309 6,500
A1140 60906-1000 GUTTER, CONCRETE SQYD 1,099 51 1,150
A1160 61106-0000 FIRE HYDRANT EACH 8 8
A1180 61108-1000 ADJUST WATER VALVE EACH 66 66
A1200 61509-0000 DETECTABLE WARNING PANELS SQYD 82 18 100
A1220 61801-0000 CONCRETE BARRIER (Precast; Type 32) LNFT 2,100 2,100
A1240 61920-2000 REMOVE AND RESET GATE EACH 1 1
A1260 61921-1000 REMOVE AND RESET FENCE LNFT 831 69 900
A1280 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY HOUR 30
A1300 62201-0950 WHEEL LOADER, 3 CUBIC YARD MINIMUM RATED CAPACITY HOUR 30
A1320 62201-2800 MOTOR GRADER, 8 FOOT MINIMUM BLADE HOUR 30
A1340 62201-3350 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY HOUR 30
A1360 62301-0000 GENERAL LABOR HOUR 70
A1380 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES HOUR 30
A1400 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES HOUR 45
A1420 62402-0300 FURNISHING AND PLACING TOPSOIL, 4-INCH DEPTH ACRE 5.8 0.2 6.0
A1440 62510-2000 SEEDING, HYDRAULIC METHOD ACRE 5.8 0.2 6.0
A1460 62515-2000 MULCHING, HYDRAULIC METHOD ACRE 5.8 0.2 6.0
A1480 62901-1000 ROLLED EROSION CONTROL PRODUCT, TYPE 3.B SQYD 27,384
A1500 63301-0000 SIGN SYSTEM EACH 50 46 47 143
A1520 63301-0000 SIGN SYSTEM (Solar Radar Flashing Speed Sign) EACH 4 4
A1540 63309-0100 DELINEATOR, TYPE 1 EACH 80 80
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SUMMARY OF QUANTITIES - Schedule A
A M E N D
Line Item No.
Pay Item Number Pay Item Description Unit
Estimated Quantities
Remarks and/or Determination of
Estimated Quantity
STATE PROJECT
B2NM FLAP 100(1)NM
SHEET
NUMBER
Removals Surf.
Curb & Gutter, TTC, PED
Railing & Barrier
Grading, EROS.
CONT.
SEED &
MULCH,
CLEAR &
GRUB
Utilities, Adjustments & Relocation
Draina ge
Perm Sign
Perm Sign
Perm Sign & pavement Markings
Riprap, Delineators &
Detectable Warnings
Allowance Bid Schedule
A1560 63316-1000 REMOVE AND RESET SIGN EACH 47 9 1 57
A1580 63402-0300 PAVEMENT MARKINGS, TYPE B, SOLID MILE 55.7 0.3 56.0
A1600 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM EACH 100 100
A1620 63502-3900 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN EACH 104 104
A002 A1640 63506-0400 TEMPORARY TRAFFIC CONTROL, POLICE OFFICER HOUR 3,700 3,700
A002 A1641 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER HOUR 3,700 3,700
A1660 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR HOUR 1,850 1,850
A1680 63510-0100 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL
SUPERVISOR WEEK 37 37
A1700 64604-3000 FIXTURE, PEDESTRIAN RAILING LNFT 1,415 1,415
A1720 64620-0000 REMOVE AND RESET (Tire Shedder) EACH 1 1
A1740 64620-0400 REMOVE AND RESET MAILBOX (On new breakaway post) EACH 22 22
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SUMMARY OF QUANTITIES - Schedule A
A M E N D
Line Item No.
Pay Item Number Pay Item Description Unit
Estimated Quantities
Remarks and/or Determination of
Estimated Quantity
STATE PROJECT
B3NM FLAP 100(1)NM
SHEET
NUMBER
Removals Surf.
Curb & Gutter, TTC, PED
Railing & Barrier
Grading, EROS.
CONT.
SEED &
MULCH,
CLEAR &
GRUB
Utilities, Adjustments & Relocation
Draina ge
Perm Sign
Perm Sign
Perm Sign & pavement Markings
Riprap, Delineators &
Detectable Warnings
Allowance Bid Schedule
B0020 15101-0000 MOBILIZATION LPSM ALL
B0040 15206-0000 SLOPE, REFERENCE, AND CLEARING AND GRUBBING STAKE MILE 5.070
B0060 15215-1000 SURVEY AND STAKING, APPROACH ROAD EACH 76
B0080 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE EACH 27 27
B0100 15236-2000 SURVEY CONTROL, GRADE FINISHING MILE 5.070
B0120 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL
B0140 15401-0000 CONTRACTOR TESTING LPSM ALL
B0160 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL
B0180 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 12,140 610 12,750
B0200 15802-0000 WATERING FOR DUST CONTROL LPSM ALL
B0220 20101-0000 CLEARING AND GRUBBING ACRE 17.9 0.5 18.4
B0240 20301-2400 REMOVAL OF SIGN EACH 50 50
B0260 20302-0200 REMOVAL OF CURB LNFT 1,169 56 1,225
B0280 20302-0500 REMOVAL OF CURB, CONCRETE LNFT 317 13 330
B0300 20302-0700 REMOVAL OF FENCE LNFT 67 3 70
B0320 20302-2100 REMOVAL OF PIPE CULVERT LNFT 1,740 90 1,830
B0340 20303-3600 REMOVAL OF WALL SQYD 16 1 17
B0360 20304-1000 REMOVAL OF STRUCTURES AND OBSTRUCTIONS LPSM ALL
B0380 20401-0000 ROADWAY EXCAVATION CUYD 21,442 2,558 24,000
B0400 20441-0000 WASTE CUYD 11,325 575 11,900
B0420 25305-1000 REVET MATTRESS, GALVANIZED OR ALUMINIZED COATED SQYD 829 41 870
B0440 30101-0000 AGGREGATE BASE TON 32,471 1,679 34,150
B0480 30402-1000 FULL DEPTH RECLAMATION, METHOD 1 SQYD 69,573 3,472 73,045
B0500 40101-5600 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH
OR 3/4-INCH NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO
<3 MILLION ESAL TON 21,338 662 22,000
B0540 40105-3000 ANTISTRIP ADDITIVE, TYPE 3 TON 213 7 220
B0580 40601-0000 FOG SEAL TON 50.08 2.92 53.00
B0600 41101-1000 PRIME COAT, METHOD 1 TON 179.07 10.93 190.00
B0620 41105-0000 BLOTTER TON 880
B0640 41201-0000 TACK COAT TON 41.16 3.84 45.00
B0660 50101-2500 MINOR CONCRETE PAVEMENT, PLAIN, 5-INCH DEPTH
(Driveway @ ST 338+04 Colored) SQYD 4 4
B0680 50101-2700 MINOR CONCRETE PAVEMENT, PLAIN, 7-INCH DEPTH SQYD 5,250 250 5,500
B0700 60103-0160 CONCRETE, HEADWALL FOR 30-INCH PIPE CULVERT
(Including Wingwalls) EACH 1 1
B0720 60103-0180 CONCRETE, HEADWALL FOR 36-INCH PIPE CULVERT
(Including Wingwalls) EACH 1 1
B0740 60201-0400 12-INCH PIPE CULVERT LNFT 51 4 55
B0760 60201-0800 24-INCH PIPE CULVERT LNFT 510 25 535
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SUMMARY OF QUANTITIES - Schedule B
A M E N D
Line Item No.
Pay Item Number Pay Item Description Unit
Estimated Quantities
Remarks and/or Determination of
Estimated Quantity
STATE PROJECT
B4NM FLAP 100(1)NM
SHEET
NUMBER
Removals Surf.
Curb & Gutter, TTC, PED
Railing & Barrier
Grading, EROS.
CONT.
SEED &
MULCH,
CLEAR &
GRUB
Utilities, Adjustments & Relocation
Draina ge
Perm Sign
Perm Sign
Perm Sign & pavement Markings
Riprap, Delineators &
Detectable Warnings
Allowance Bid Schedule
B0780 60201-0900 30-INCH PIPE CULVERT LNFT 710 35 745
B0800 60201-1000 36-INCH PIPE CULVERT LNFT 928 42 970
B0820 60201-1100 42-INCH PIPE CULVERT LNFT 90 5 95
B0840 60210-0400 END SECTION FOR 12-INCH PIPE CULVERT EACH 1 1
B0860 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT EACH 14 14
B0880 60210-0900 END SECTION FOR 30-INCH PIPE CULVERT EACH 15 15
B0900 60210-1000 END SECTION FOR 36-INCH PIPE CULVERT EACH 16 16
B0920 60210-1100 END SECTION FOR 42-INCH PIPE CULVERT EACH 2 2
B0940 60403-0000 INLET EACH 1 1
B0960 60409-0000 INLET TOP, METAL FRAME AND GRATE EACH 1 1
B0980 60901-1700 CURB, CONCRETE, 18-INCH DEPTH LNFT 6,191 309 6,500
B1000 60906-1000 GUTTER, CONCRETE SQYD 1,099 51 1,150
B1020 61106-0000 FIRE HYDRANT EACH 8 8
B1040 61108-1000 ADJUST WATER VALVE EACH 66 66
B1060 61509-0000 DETECTABLE WARNING PANELS SQYD 82 18 100
B1080 61801-0000 CONCRETE BARRIER (Precast; Type 32) LNFT 2,100 2,100
B1100 61920-2000 REMOVE AND RESET GATE EACH 1 1
B1120 61921-1000 REMOVE AND RESET FENCE LNFT 831 69 900
B1140 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY HOUR 30
B1160 62201-0950 WHEEL LOADER, 3 CUBIC YARD MINIMUM RATED CAPACITY HOUR 30
B1180 62201-2800 MOTOR GRADER, 8 FOOT MINIMUM BLADE HOUR 30
B1200 62201-3350 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY HOUR 30
B1220 62301-0000 GENERAL LABOR HOUR 70
B1240 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES HOUR 30
B1260 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES HOUR 45
B1280 62402-0300 FURNISHING AND PLACING TOPSOIL, 4-INCH DEPTH ACRE 5.8 0.2 6.0
B1300 62510-2000 SEEDING, HYDRAULIC METHOD ACRE 5.8 0.2 6.0
B1320 62515-2000 MULCHING, HYDRAULIC METHOD ACRE 5.8 0.2 6.0
B1340 62901-1000 ROLLED EROSION CONTROL PRODUCT, TYPE 3.B SQYD 27,384 27,384
B1360 63301-0000 SIGN SYSTEM (Solar Radar Flashing Speed Sign) EACH 4 4
B1380 63301-0000 SIGN SYSTEM EACH 50 46 47 143
B1400 63309-0100 DELINEATOR, TYPE 1 EACH 80 80
B1420 63316-1000 REMOVE AND RESET SIGN EACH 47 9 1 57
B1440 63402-0300 PAVEMENT MARKINGS, TYPE B, SOLID MILE 55.7 0.3 56.0
A004 B1450 63501-2000 TEMPORARY TRAFFIC CONTROL, TRAFFIC SIGNAL SYSTEM LPSM ALL
B1460 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM EACH 100 100
B1480 63502-3900 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN EACH 104 104
A002 B1500 63506-0400 TEMPORARY TRAFFIC CONTROL, POLICE OFFICER HOUR 3,700
A002 B1510 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER HOUR 3,700 3,700
B1520 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR HOUR 1,850 1,850
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5)
SUMMARY OF QUANTITIES - Schedule B
A M E N D
Line Item No.
Pay Item Number Pay Item Description Unit
Estimated Quantities
Remarks and/or Determination of
Estimated Quantity
STATE PROJECT
B5NM FLAP 100(1)NM
SHEET
NUMBER
Removals Surf.
Curb & Gutter, TTC, PED
Railing & Barrier
Grading, EROS.
CONT.
SEED &
MULCH,
CLEAR &
GRUB
Utilities, Adjustments & Relocation
Draina ge
Perm Sign
Perm Sign
Perm Sign & pavement Markings
Riprap, Delineators &
Detectable Warnings
Allowance Bid Schedule
B1540 63510-0100 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL
SUPERVISOR WEEK 37 37
B1560 64604-3000 FIXTURE, PEDESTRIAN RAILING LNFT 1,415 1,415
B1580 64620-0000 REMOVE AND RESET (Tire Shedder) EACH 1 1
B1600 64620-0400 REMOVE AND RESET MAILBOX (On new breakaway post) EACH 22 22
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SUMMARY OF QUANTITIES - Schedule B
A M E N D
Line Item No.
Pay Item Number Pay Item Description Unit
Estimated Quantities
Remarks and/or Determination of
Estimated Quantity
STATE PROJECT
B6NM FLAP 100(1)NM
SHEET
NUMBER
Removals Surf.
Curb & Gutter, TTC, PED
Railing & Barrier
Grading, EROS.
CONT.
SEED &
MULCH,
CLEAR &
GRUB
Utilities, Adjustments & Relocation
Draina ge
Perm Sign
Perm Sign
Perm Sign & pavement Markings
Riprap, Delineators &
Detectable Warnings
Allowance Bid Schedule
Y0020 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 202 18 210
Y0040 20401-0000 ROADWAY EXCAVATION CUYD 940 60 1,000
Y0060 30101-0000 AGGREGATE BASE TON 802 48 850
Y0120 40101-5600 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH
OR 3/4-INCH NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO
<3 MILLION ESAL TON 703 27 730
Y0140 40105-3000 ANTISTRIP ADDITIVE, TYPE 3 TON 8 8
Y0180 40601-0000 FOG SEAL TON 1.50 0.50 2
Y0200 41101-1000 PRIME COAT, METHOD 1 TON 4.87 0.13 5
Y0220 41201-0000 TACK COAT TON 1.55 0.45 2
Y0240 60915-1000 WHEELSTOP, CONCRETE EACH 12 12
Y0260 62402-0300 FURNISHING AND PLACING TOPSOIL, 4-INCH DEPTH ACRE 0.2 0.2
Y0280 62510-2000 SEEDING, HYDRAULIC METHOD ACRE 0.2 0.2
Y0300 62515-2000 MULCHING, HYDRAULIC METHOD ACRE 0.2 0.2
Y0320 62901-1000 ROLLED EROSION CONTROL PRODUCT, TYPE 3.B SQYD 1,876 24 1,900
Y0340 63301-0000 SIGN SYSTEM EACH 5 5
Y0360 63402-0300 PAVEMENT MARKINGS, TYPE B, SOLID MILE 1.48 0.12 1.6
Y0380 63405-0550 PAVEMENT MARKINGS, TYPE B, STRAIGHT ARROW EACH 11 11
Y0400 63405-0850 PAVEMENT MARKINGS, TYPE B, ACCESSIBILITY SYMBOL EACH 2 2
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SUMMARY OF QUANTITIES - Option Y
A M E N D
Line Item No.
Pay Item Number Pay Item Description Unit
Estimated Quantities
Remarks and/or Determination of
Estimated Quantity
STATE PROJECT
B7NM FLAP 100(1)NM
SHEET
NUMBER
| NM FLAP 100(1) 100% SCRs 2018-11-21.pdf |
| SPECIAL CONTRACT REQUIREMENTS |
| Section 101. – TERMS, FORMAT, AND DEFINITIONS |
| Section 105. — CONTROL OF MATERIAL |
| Section 106. — ACCEPTANCE OF WORK |
| Section 107. - LEGAL RELATIONS AND RESPONSIBILITY TO THE PUBLIC |
| Section 108. — PROSECUTION AND PROGRESS |
| Section 109. — MEASUREMENT AND PAYMENT |
| Section 152. — CONSTRUCTION SURVEY AND STAKING |
| Section 153. — CONTRACTOR QUALITY CONTROL |
| Section 154. — CONTRACTOR SAMPLING AND TESTING |
| Section 155. — SCHEDULES FOR CONSTRUCTION CONTRACTS |
| Section 156. — PUBLIC TRAFFIC |
| Section 157. — SOIL EROSION AND SEDIMENT CONTROL |
| Section 203. — REMOVAL OF STRUCTURES AND OBSTRUCTIONS |
| Section 204. — EXCAVATION AND EMBANKMENT |
| Section 301. — UNTREATED AGGREGATE COURSES |
| Section 304. — FULL DEPTH RECLAMATION |
| Section 401. — ASPHALT CONCRETE PAVEMENT BY GYRATORY MIX DESIGN METHOD |
| Section 501. — MINOR CONCRETE PAVEMENT |
| Section 601. — MINOR CONCRETE STRUCTURES |
| Section 609. — CURB AND GUTTER |
| Section 611. — WATER SYSTEMS |
| Section 615. — SIDEWALKS, PADS, AND PAVED MEDIANS |
| Section 623. — GENERAL LABOR |
| Section 625. — TURF ESTABLISHMENT |
| Section 628. — MAILBOX ASSEMBLY (NEW SECTION) |
| Section 633. — PERMANENT TRAFFIC CONTROL |
| Section 634. — PERMANENT PAVEMENT MARKINGS |
| Section 635. — TEMPORARY TRAFFIC CONTROL |
| Section 646. — BUILDING, FIXTURES, AND MAINTENANCE |
| Section 702. — ASPHALT MATERIAL |
| Section 703. — AGGREGATE |
| Section 704. – SOIL |
| Section 705. — ROCK |
| Section 713. — ROADSIDE IMPROVEMENT MATERIAL |
| Section 718. — TRAFFIC SIGNING AND MARKING MATERIAL |
| Section 725. — MISCELLANEOUS MATERIAL |
| ALL NM FLAP 10091) Soledad Summary 2018-11-26 A004.pdf |
| B1 NM FLAP 10091) Soledad Summary 2018-11-26 HSH |
| B2 NM FLAP 10091) Soledad Summary 2018-11-26 HSH |
| B3 NM FLAP 10091) Soledad Summary 2018-11-26 HSH |
| B4 NM FLAP 10091) Soledad Summary 2018-11-26 HSH |
| B5 NM FLAP 10091) Soledad Summary 2018-11-26 HSH |
| B6 NM FLAP 10091) Soledad Summary 2018-11-26 HSH |
| B7 NM FLAP 10091) Soledad Summary 2018-11-26 HSH |
| topmostSubform[0]: |
| Page1[0]: |
| AmendmentNo[0]: A004 |
| Code[0]: 6905001 |
| Code[1]: |
| AccountingData[0]: |
| A13[0]: |
| C13[0]: |
| D13[0]: |
| NameandTitleSigner[0]: |
| NameandTitleOfficer[0]: |
| Description[0]: Project: NM FLAP 100(1), Soledad Canyon Road Solicitation: |
Replace Bid Schedule Section of the Solicitation pages A-5 through A-21 with new Bid Schedule Section pages A-5 through A-21 dated 11/26/2018.
Replace the Summary of Quantities Section of the Plans, pages B1 through B7 with the new Summary of Quantities, pages B1 through B7 dated 11/26/2018.
*FAILURE TO ACKNOWLEDGE THIS AMENDMENT IN BLOCK 19 OF THE SF 1442 BY THE DESIGNATED DATE AND HOUR SPECIFIED IN THE SOLICITATION MAY RESULT IN REJECTION OF YOUR BID (REFER TO ITEM 11.)
| FacilityCode[0]: |
| Code[2]: |
| IssuedBy[0]: FEDERAL HIGHWAY ADMINISTRATION |
CENTRAL FEDERAL LANDS HIGHWAY DIVISION
12300 WEST DAKOTA AVENUE, SUITE 360
LAKEWOOD, COLORADO 80228
ATTENTION: CONTRACT SPECIALIST NAME
| NameandAddress[0]: |
| AdministeredBy[0]: |
| ContractIDCode[0]: |
| ReqNumber[0]: |
| AmendmentNo[1]: 6982AF18B000026 |
| ModificationNo[0]: |
| ProjectNo[0]: NM FLAP 100(1) |
| Page[0]: 1 |
| Pages[0]: 25 |
| EffectiveDate[0]: 11/26/2018 |
| Dated9B[0]: 10/17/2018 |
| Dated10B[0]: |
| CheckBox9[0]: 1 |
| CheckBox10[0]: Off |
| CheckBox11[0]: 1 |
| CheckBox13A[0]: Off |
| CheckBox13B[0]: Off |
| CheckBox13C[0]: Off |
| CheckBox13D[0]: Off |
| IsNot[0]: Off |
| Is[0]: 1 |
| Extended[0]: Off |
| NotExtended[0]: 1 |
| DateSigned[0]: |
| DateSigned[1]: |
| Copies[0]: 0* |
| CopiesReturned[0]: *See Item 14 |
File details come from the government source that posted it.