20-Addendum 3 Excel IFB 25-009-PW Bid Form.xlsx
XLSX spreadsheet 28 KB Posted
- Attached to
- 19th Avenue Reconstruction Project State and local contract opportunity
- Solicitation number
- IFB 25-009-PW
- Issued by
- Sandoval County, New Mexico
About this file
This document is an Excel-based Bid Form Addendum #3 for the 19th Avenue NE Reconstruction Project, issued by a New Mexico local government agency. The project involves comprehensive road reconstruction from 10th Street to Cherry Road, including removal and replacement of curb and gutter, sidewalk, ADA curb ramps, drainage facilities, and roadway resurfacing. The bid form details 91 line items covering utility coordination, excavation, subgrade preparation, water line installation, storm drainage, concrete work, electrical infrastructure, and traffic control, with estimated quantities for each item. The project will include installing new water and sanitary sewer lines, street lighting, electrical conduits, and various roadway improvements.
The bid form indicates a base bid subtotal of $30,000.00, with New Mexico Gross Receipts Tax (NMGRT) of $2,231.25, bringing the total bid to $32,231.25. The project is funded through General Obligation Bonds and encompasses multiple specification types including roadway, water, drainage, and multiple-category work. The bid form uses standardized specification numbers from NMAPWA (New Mexico American Public Works Association) and NMDOT (New Mexico Department of Transportation), suggesting compliance with state and local infrastructure standards. The comprehensive scope suggests a significant infrastructure renewal project with multiple technical and construction components.
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Text version
Blank Bid Form Bid Form ADDEDDUM #3
| Project Name: 19th Ave NE Reconstruction |
| Project Number: PW2508 |
| Bid Portion | Item # | Fund Category | Spec. Type | Spec. # | Item Description | Unit | Est. Qty. | Unit Price | Total Amount | |
| BB | 1 | Multiple | CoRR | 1000-000 | UTILITY COORDINATION | |||||
| ALLOWANCE (See SC 12.03.F) | ALLOW | 1.00 | $ 30,000.00 | $ 30,000.00 | ||||||
| BB | 2 | Multiple | CoRR | 201-000 | CLEARING AND GRUBBING | LS | 1.00 | $ - 0 | ||
| BB | 3 | Roadway | CoRR | 202-000 | UNCLASSIFIED EXCAVATION | CY | 3,000.00 | $ - 0 | ||
| BB | 4 | Roadway | CoRR | 205-000 | SUBGRADE PREPARATION | SY | 11,984.00 | $ - 0 | ||
| BB | 5 | Multiple | CoRR | 3000-000 | MATERIAL TESTING ALLOWANCE (See NTC) | LS | 1.00 | $ - 0 | ||
| BB | 6 | Roadway | CoRR | 310-160 | BASE COURSE 6 IN. DEPTH | SY | 10,840.00 | $ - 0 | ||
| BB | 7 | Multiple | CoRR | 601-000 | REMOVAL OF STRUCTURES AND OBSTRUCTIONS | LS | 1.00 | $ - 0 | ||
| BB | 8 | Roadway | CoRR | N/A | PROJECT SIGN, COMPLETE-IN-PLACE | EA | 4.00 | $ - 0 | ||
| BB | 9 | Multiple | NMAPWA | 1005 | 2"-4" ROCK, CANYON GOLD OR APPROVED EQUAL | SY | 52.00 | $ - 0 | ||
| BB | 10 | Drainage | NMAPWA | 510.01.01 | STORM INLET "A", COMPLETE-IN-PLACE. | EA | 4.00 | $ - 0 | ||
| BB | 11 | Multiple | NMAPWA | 603.030 | RIPRAP TYPE "VL", 12" THICK, COMPLETE-IN-PLACE | CY | 35.00 | $ - 0 | ||
| BB | 12 | Water | NMAPWA | 801.03.02.03 | 6" C900 WATER LINE PIPE, INCL. TRENCH, COMPACTION & BACKFILL UP TO 6' DEPTH, COMPLETE-IN-PLACE (EXCLUDING FITTINGS). | LF | 130.00 | $ - 0 | ||
| BB | 13 | Water | NMAPWA | 801.03.02.05 | 8" C900 WATER LINE PIPE, INCL. TRENCH, COMPACTION & BACKFILL UP TO 6' DEPTH, COMPLETE-IN-PLACE (EXCLUDING FITTINGS). | LF | 150.00 | $ - 0 | ||
| BB | 14 | Water | NMAPWA | 801.03.02.07 | 10" C900 WATER LINE PIPE, INCL. TRENCH, COMPACTION & BACKFILL UP TO 6' DEPTH, COMPLETE-IN-PLACE (EXCLUDING FITTINGS). | LF | 54.00 | $ - 0 | ||
| BB | 15 | Water | NMAPWA | 801.03.02.09 | 12" C900 WATER LINE PIPE, INCL. TRENCH, COMPACTION & BACKFILL UP TO 6' DEPTH, COMPLETE-IN-PLACE (EXCLUDING FITTINGS). | LF | 2,300.00 | $ - 0 | ||
| BB | 16 | Water | NMAPWA | 801.03.03.06 | 6" GATE VALVE, COMPLETE-IN-PLACE | EA | 5.00 | $ - 0 | ||
| BB | 17 | Water | NMAPWA | 801.03.03.08 | 8" GATE VALVE, COMPLETE-IN-PLACE | EA | 4.00 | $ - 0 | ||
| BB | 18 | Water | NMAPWA | 801.03.03.10 | 10" GATE VALVE, COMPLETE-IN-PLACE | EA | 1.00 | $ - 0 | ||
| BB | 19 | Water | NMAPWA | 801.03.03.12 | 12" GATE VALVE, COMPLETE-IN-PLACE | EA | 14.00 | $ - 0 | ||
| BB | 20 | Water | NMAPWA | 801.03.05.01 | VALVE BOX ASSEMBLY, PER CORR STANDARD DETAIL W-5, COMPLETE-IN-PLACE | EA | 24.00 | $ - 0 | ||
| BB | 21 | Water | NMAPWA | 801.03.07.01 | SMART FIRE HYDRANT ASSEMBLY, PER CORR STANDARD DETAIL W-15, COMPLETE-IN-PLACE | EA | 3.00 | $ - 0 | ||
| BB | 22 | Water | NMAPWA | 801.10.05.06 | CUT AND CAP 6" WATER LINE, COMPLETE-IN-PLACE | EA | 3.00 | $ - 0 | ||
| BB | 23 | Water | NMAPWA | 801.10.05.08 | CUT AND CAP 8" WATER LINE, COMPLETE-IN-PLACE | EA | 2.00 | $ - 0 | ||
| BB | 24 | Water | NMAPWA | 801.10.05.10 | CUT AND CAP 10" WATER LINE, COMPLETE IN PLACE | EA | 1.00 | $ - 0 | ||
| BB | 25 | Water | NMAPWA | 801.10.05.12 | CUT AND CAP 12" WATER LINE, COMPLETE-IN-PLACE | EA | 1.00 | $ - 0 | ||
| BB | 26 | Water | NMAPWA | 801.12.01 | PIPE BLOCKING, CONCRETE, COMPLETE-IN-PLACE | CY | 3.00 | $ - 0 | ||
| BB | 27 | Water | NMAPWA | 801.12.02 | PIPE ENCASEMENT, REINFORCED CONCRETE, CORR STD DWG S-05, COMPLETE-IN-PLACE | CY | 2.50 | $ - 0 | ||
| BB | 28 | Water | NMAPWA | 801.22.02 | EXTRA TRENCH DEPTH ALL SIZE WATER LINES, INCL. TRENCH, COMPACTION & BACKFILL OVER 6', 7', AND 8' DEPTH, COMPLETE-IN-PLACE. | VF-LF | 3,300.00 | $ - 0 | ||
| BB | 29 | Water | NMAPWA | 801.22.04 | DUCTILE IRON FITTINGS, ALL SIZE WATER LINE, COMPLETE-IN-PLACE | LB | 10,000.00 | $ - 0 | ||
| BB | 30 | Water | NMAPWA | 801.22.11 | VALVE BOX ADJUSTMENT | EA | 3.00 | $ - 0 | ||
| BB | 31 | Water | NMAPWA | 801.22.12.01.06 | WATER LINE CONNECTION, 6" NON-PRESSURIZED, COMPLETE-IN-PLACE | EA | 4.00 | $ - 0 | ||
| BB | 32 | Water | NMAPWA | 801.22.12.01.08 | WATER LINE CONNECTION, 8" NON-PRESSURIZED, COMPLETE-IN-PLACE | EA | 3.00 | $ - 0 | ||
| BB | 33 | Water | NMAPWA | 801.22.12.01.12 | WATER LINE CONNECTION, 12" NON-PRESSURIZED, COMPLETE-IN-PLACE | EA | 1.00 | $ - 0 | ||
| BB | 34 | Water | NMAPWA | 801.22.12.01 | WATER LINE CONNECTION, 10" NON-PRESSURIZED, COMPLETE-IN-PLACE | EA | 1.00 | $ - 0 | ||
| BB | 35 | Water | NMAPWA | 801.22.13.02.02 | MECHANICAL RESTRAINED JOINTS – HARNESS 6" | EA | 24.00 | $ - 0 | ||
| BB | 36 | Water | NMAPWA | 801.22.13.02.03 | MECHANICAL RESTRAINED JOINTS – HARNESS 8" | EA | 24.00 | $ - 0 | ||
| BB | 37 | Water | NMAPWA | 801.22.13.02.04 | MECHANICAL RESTRAINED JOINTS – HARNESS 10" | EA | 4.00 | $ - 0 | ||
| BB | 38 | Water | NMAPWA | 801.22.13.02.05 | MECHANICAL RESTRAINED JOINTS – HARNESS 12" | EA | 68.00 | $ - 0 | ||
| BB | 39 | Water | NMAPWA | 801.22.13.02.13 | MECHANICAL RESTRAINED JOINTS – GLAND 6" | EA | 24.00 | $ - 0 | ||
| BB | 40 | Water | NMAPWA | 801.22.13.02.14 | MECHANICAL RESTRAINED JOINTS – GLAND 8" | EA | 24.00 | $ - 0 | ||
| BB | 41 | Water | NMAPWA | 801.22.13.02.15 | MECHANICAL RESTRAINED JOINTS – GLAND 10" | EA | 4.00 | $ - 0 | ||
| BB | 42 | Water | NMAPWA | 801.22.13.02.16 | MECHANICAL RESTRAINED JOINTS – GLAND 12" | EA | 68.00 | $ - 0 | ||
| BB | 43 | Multiple | NMAPWA | 801.22.15.01 | 2" COMBINATION AIR RELEASE VALVE, PER CORR STD DWG W-10, COMPLETE-IN-PLACE | EA | 1.00 | $ - 0 | ||
| BB | 44 | Sewer | NMAPWA | 905.08.03.03 | 8" SEWER SERVICE | EA | 1.00 | $ - 0 | ||
| BB | 45 | Multiple | NMAPWA | 920.08.02.02 | EXISTING MANHOLE, REPLACE FRAME & COVER, ADJUST TO PAVEMENT GRADE WITH METAL RINGS, 2" OR LESS, CIP | EA | 2.00 | $ - 0 | ||
| BB | 46 | Roadway | NMDOT | 203200 | UNSUITABLE MATERIAL EXCAVATION | CY | 100.00 | $ - 0 | ||
| BB | 47 | Roadway | NMDOT | 303140 | BASE COURSE 4 IN DEPTH | SY | 475.00 | $ - 0 | ||
| BB | 48 | Roadway | NMDOT | 407000 | ASPHALT MATERIAL FOR TACK COAT | TON | 3.80 | $ - 0 | ||
| BB | 49 | Roadway | NMDOT | 408100 | PRIME COAT MATERIAL | TON | 21.30 | $ - 0 | ||
| BB | 50 | Roadway | NMDOT | 414130 | COLD MILLING (ASPHALT) 3 IN | SY | 11,984.00 | $ - 0 | ||
| BB | 51 | Roadway | NMDOT | 416000 | MINOR PAVEMENT (3" THICK) | SY | 475.00 | $ - 0 | ||
| BB | 52 | Roadway | NMDOT | 424250 | WMA SP-III COMPLETE (5" THICK) | SY | 10,840.00 | $ - 0 | ||
| BB | 53 | Roadway | NMDOT | 424270 | WMA SP-IV COMPLETE (3" THICK) | SY | 579.00 | $ - 0 | ||
| BB | 54 | Roadway | NMDOT | 502030 | DRILLED SHAFT FOUNDATION 30 IN DIAMETER | FT | 12.00 | $ - 0 | ||
| BB | 55 | Multiple | NMDOT | 511000 | STRUCTURAL CONCRETE, CLASS A | CY | 10.00 | $ - 0 | ||
| BB | 56 | Multiple | NMDOT | 515000 | REINFORCED CONCRETE FOR MINOR STRUCTURES | CY | 30.00 | $ - 0 | ||
| BB | 57 | Multiple | NMDOT | 516000 | FLOWABLE FILL | CY | 1.00 | $ - 0 | ||
| BB | 58 | Multiple | NMDOT | 540060 | REINFORCING BARS GRADE 60 | LB | 1,500.00 | $ - 0 | ||
| BB | 59 | Drainage | NMDOT | 570025 | 24 IN CULVERT PIPE END SECTION | EACH | 1.00 | $ - 0 | ||
| BB | 60 | Drainage | NMDOT | 570031 | 30 IN CULVERT PIPE END SECTION | EACH | 1.00 | $ - 0 | ||
| BB | 61 | Drainage | NMDOT | 570425 | 18 IN STORM DRAIN CULVERT PIPE | LF | 44.00 | $ - 0 | ||
| BB | 62 | Drainage | NMDOT | 570437 | 24 IN STORM DRAIN CULVERT PIPE | LF | 71.00 | $ - 0 | ||
| BB | 63 | Drainage | NMDOT | 570449 | 30 IN STORM DRAIN CULVERT PIPE | LF | 30.00 | $ - 0 | ||
| BB | 64 | Drainage | NMDOT | 570461 | 36 IN STORM DRAIN CULVERT PIPE | LF | 96.00 | $ - 0 | ||
| BB | 65 | Sewer | NMDOT | 570XXX | 36" STORM DRAIN CULVERT CAP | EA | 2.00 | $ - 0 | ||
| BB | 66 | Multiple | NMDOT | 603281 | SWPPP PLAN PREPARATION AND MAINTENANCE | LS | 1.00 | $ - 0 | ||
| BB | 67 | Roadway | NMDOT | 607316 | STANDARD GATE 16 FT | EACH | 3.00 | $ - 0 | ||
| BB | 68 | Roadway | NMDOT | 608004 | CONCRETE SIDEWALK 4 IN | SY | 470.00 | $ - 0 | ||
| BB | 69 | Roadway | NMDOT | 608404 | CONCRETE MEDIAN PAVEMENT 4 IN (COLORED AND PATTERNED) | SY | 14.00 | $ - 0 | ||
| BB | 70 | Roadway | NMDOT | 609200 | HEADER CURB | LF | 35.00 | $ - 0 | ||
| BB | 71 | Roadway | NMDOT | 609444 | CONCRETE VERTICAL CURB AND GUTTER TYPE B, 8 IN X 24 IN | LF | 1,400.00 | $ - 0 | ||
| BB | 72 | Roadway | NMDOT | 609650 | CONCRETE VALLEY GUTTER 6 IN X 72 IN | LF | 250.00 | $ - 0 | ||
| BB | 73 | Multiple | NMDOT | 617000 | VIBRATION MONITORING | LS | 1.00 | $ - 0 | ||
| BB | 74 | Multiple | NMDOT | 618000-SP | TRAFFIC CONTROL MANAGEMENT (SP 618) | LS | 1.00 | $ - 0 | ||
| BB | 75 | Multiple | NMDOT | 621000 | MOBILIZATION | LS | 1.00 | $ - 0 | ||
| BB | 76 | Multiple | NMDOT | 632000 | CLASS A SEEDING | ACRE | 1.00 | $ - 0 | ||
| BB | 77 | Roadway | NMDOT | 701000 | PANEL SIGNS | SF | 4.00 | $ - 0 | ||
| BB | 78 | Roadway | NMDOT | 701100 | STEEL POST AND BASE POST FOR ALUMINUM PANEL SIGNS | FT | 20.00 | $ - 0 | ||
| BB | 79 | Multiple | NMDOT | 702238 | BARRICADE, TYPE III-8 FT | EACH | 2.00 | $ - 0 | ||
| BB | 80 | Multiple | NMDOT | 702810-SP | TRAFFIC CONTROL DEVICES FOR CONSTRUCTION (SP 702-C) | LS | 1.00 | $ - 0 | ||
| BB | 81 | Roadway | NMDOT | 704700 | HOT THERMOPLASTIC PAVEMENT MARKINGS 4 IN | LF | 9,200.00 | $ - 0 | ||
| BB | 82 | Roadway | NMDOT | 704704 | HOT THERMOPLASTIC PAVEMENT MARKING 24 INCH | LF | 45.00 | $ - 0 | ||
| BB | 83 | Roadway | NMDOT | 704732 | HOT THERMOPLASTIC PAVEMENT MARKING BIKE SYMBOL (BIKEWAY) | EACH | 2.00 | $ - 0 | ||
| BB | 84 | Roadway | NMDOT | 7062XX | DISCONNECT PEDESTAL (LIGHTING) | EA | 2.00 | $ - 0 | ||
| BB | 85 | Roadway | NMDOT | 707530 | STREET LIGHT STANDARD, 30 FT | EACH | 2.00 | $ - 0 | ||
| BB | 86 | Roadway | NMDOT | 709020 | RIGID ELECTRICAL CONDUIT 2 IN (DIA.) | LF | 270.00 | $ - 0 | ||
| BB | 87 | Roadway | NMDOT | 710000 | ELECTRICAL PULL BOX (STANDARD) | EACH | 3.00 | $ - 0 | ||
| BB | 88 | Roadway | NMDOT | 711106 | SINGLE CONDUCTOR 6 | LF | 540.00 | $ - 0 | ||
| BB | 89 | Roadway | NMDOT | 716701 | LED ROADWAY LUMINAIRE | EACH | 10.00 | $ - 0 | ||
| BB | 90 | Multiple | NMDOT | 801000 | CONSTRUCTION STAKING BY THE CONTRACTOR | LS | 1.00 | $ - 0 | ||
| BB | 91 | Multiple | NMDOT | 802000 | POST CONSTRUCTION PLANS | LS | 1.00 | $ - 0 | ||
| Base Bid Subtotal: | $ 30,000.00 | |||||||||
| NMGRT @ 7.4375%: | $ 2,231.25 | |||||||||
| Total for Base Bid including NMGRT: | $ 32,231.25 |
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