10-IFB 25-009-PW 19th Avenue NE Excel 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 a detailed Bid Form (10-IFB 25-009-PW) for the 19th Avenue NE Reconstruction Project in New Mexico, involving multiple agencies including the New Mexico Department of Transportation (NMDOT) and local municipal authorities. The project encompasses road reconstruction of 19th Avenue NE from 10th Street to Cherry Road, including comprehensive infrastructure improvements such as removing and replacing curb and gutter, sidewalk, ADA curb ramps, drainage facilities, roadway resurfacing, and installation of new water and sanitary sewer lines. The bid form itemizes 87 separate line items covering utility coordination, excavation, subgrade preparation, water line installation, storm drainage, concrete work, traffic control, electrical infrastructure, and miscellaneous construction elements, with estimated quantities specified for each component.
The project is funded through General Obligation Bonds, with a base bid subtotal of $30,000.00 and a New Mexico Gross Receipts Tax (NMGRT) of $2,231.25, bringing the total bid to $32,231.25. The bid form includes extensive water infrastructure work, featuring pipe installations ranging from 6" to 12" in diameter, gate valves, fire hydrant assemblies, and various connection and fitting requirements. Critical elements include roadway reconstruction, drainage improvements, electrical work such as street lighting and conduit installation, and comprehensive traffic control management. The bid allows for precise pricing of individual project components, enabling contractors to provide detailed and itemized proposals for this comprehensive municipal infrastructure project.
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Text version
Blank Bid Form Blank Bid Form IFB 25-009-PW
| 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 | 510.01.07 | STORM INLET DOUBLE "C", 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 | 2.00 | $ - 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 | 414130 | COLD MILLING (ASPHALT) 3 IN | SY | 11,984.00 | $ - 0 | ||
| BB | 49 | Roadway | NMDOT | 416000 | MINOR PAVEMENT (3" THICK) | SY | 475.00 | $ - 0 | ||
| BB | 50 | Roadway | NMDOT | 424250 | WMA SP-III COMPLETE (5" THICK) | SY | 10,840.00 | $ - 0 | ||
| BB | 51 | Roadway | NMDOT | 424270 | WMA SP-IV COMPLETE (3" THICK) | SY | 579.00 | $ - 0 | ||
| BB | 52 | Roadway | NMDOT | 502030 | DRILLED SHAFT FOUNDATION 30 IN DIAMETER | FT | 12.00 | $ - 0 | ||
| BB | 53 | Multiple | NMDOT | 511000 | STRUCTURAL CONCRETE, CLASS A | CY | 10.00 | $ - 0 | ||
| BB | 54 | Multiple | NMDOT | 515000 | REINFORCED CONCRETE FOR MINOR STRUCTURES | CY | 30.00 | $ - 0 | ||
| BB | 55 | Multiple | NMDOT | 516000 | FLOWABLE FILL | CY | 1.00 | $ - 0 | ||
| BB | 56 | Multiple | NMDOT | 540060 | REINFORCING BARS GRADE 60 | LB | 1,500.00 | $ - 0 | ||
| BB | 57 | Drainage | NMDOT | 570025 | 24 IN CULVERT PIPE END SECTION | EACH | 1.00 | $ - 0 | ||
| BB | 58 | Drainage | NMDOT | 570031 | 30 IN CULVERT PIPE END SECTION | EACH | 1.00 | $ - 0 | ||
| BB | 59 | Drainage | NMDOT | 570425 | 18 IN STORM DRAIN CULVERT PIPE | LF | 44.00 | $ - 0 | ||
| BB | 60 | Drainage | NMDOT | 570437 | 24 IN STORM DRAIN CULVERT PIPE | LF | 71.00 | $ - 0 | ||
| BB | 61 | Drainage | NMDOT | 570449 | 30 IN STORM DRAIN CULVERT PIPE | LF | 30.00 | $ - 0 | ||
| BB | 62 | Drainage | NMDOT | 570461 | 36 IN STORM DRAIN CULVERT PIPE | LF | 96.00 | $ - 0 | ||
| BB | 63 | Sewer | NMDOT | 570XXX | 36" STORM DRAIN CULVERT CAP | EA | 2.00 | $ - 0 | ||
| BB | 64 | Multiple | NMDOT | 603281 | SWPPP PLAN PREPARATION AND MAINTENANCE | LS | 1.00 | $ - 0 | ||
| BB | 65 | Roadway | NMDOT | 607316 | STANDARD GATE 16 FT | EACH | 3.00 | $ - 0 | ||
| BB | 66 | Roadway | NMDOT | 608004 | CONCRETE SIDEWALK 4 IN | SY | 470.00 | $ - 0 | ||
| BB | 67 | Roadway | NMDOT | 608404 | CONCRETE MEDIAN PAVEMENT 4 IN (COLORED AND PATTERNED) | SY | 14.00 | $ - 0 | ||
| BB | 68 | Roadway | NMDOT | 609444 | CONCRETE VERTICAL CURB AND GUTTER TYPE B, 8 IN X 24 IN | LF | 1,400.00 | $ - 0 | ||
| BB | 69 | Roadway | NMDOT | 609650 | CONCRETE VALLEY GUTTER 6 IN X 72 IN | LF | 250.00 | $ - 0 | ||
| BB | 70 | Multiple | NMDOT | 618000-SP | TRAFFIC CONTROL MANAGEMENT (SP 618) | LS | 1.00 | $ - 0 | ||
| BB | 71 | Multiple | NMDOT | 621000 | MOBILIZATION | LS | 1.00 | $ - 0 | ||
| BB | 72 | Multiple | NMDOT | 632000 | CLASS A SEEDING | ACRE | 1.00 | $ - 0 | ||
| BB | 73 | Roadway | NMDOT | 701000 | PANEL SIGNS | SF | 4.00 | $ - 0 | ||
| BB | 74 | Roadway | NMDOT | 701100 | STEEL POST AND BASE POST FOR ALUMINUM PANEL SIGNS | FT | 20.00 | $ - 0 | ||
| BB | 75 | Multiple | NMDOT | 702238 | BARRICADE, TYPE III-8 FT | EACH | 2.00 | $ - 0 | ||
| BB | 76 | Multiple | NMDOT | 702810-SP | TRAFFIC CONTROL DEVICES FOR CONSTRUCTION (SP 702-C) | LS | 1.00 | $ - 0 | ||
| BB | 77 | Roadway | NMDOT | 704700 | HOT THERMOPLASTIC PAVEMENT MARKINGS 4 IN | LF | 9,200.00 | $ - 0 | ||
| BB | 78 | Roadway | NMDOT | 704704 | HOT THERMOPLASTIC PAVEMENT MARKING 24 INCH | LF | 45.00 | $ - 0 | ||
| BB | 79 | Roadway | NMDOT | 704732 | HOT THERMOPLASTIC PAVEMENT MARKING BIKE SYMBOL (BIKEWAY) | EACH | 2.00 | $ - 0 | ||
| BB | 80 | Roadway | NMDOT | 7062XX | DISCONNECT PEDESTAL (LIGHTING) | EA | 2.00 | $ - 0 | ||
| BB | 81 | Roadway | NMDOT | 707530 | STREET LIGHT STANDARD, 30 FT | EACH | 2.00 | $ - 0 | ||
| BB | 82 | Roadway | NMDOT | 709020 | RIGID ELECTRICAL CONDUIT 2 IN (DIA.) | LF | 270.00 | $ - 0 | ||
| BB | 83 | Roadway | NMDOT | 710000 | ELECTRICAL PULL BOX (STANDARD) | EACH | 3.00 | $ - 0 | ||
| BB | 84 | Roadway | NMDOT | 711106 | SINGLE CONDUCTOR 6 | LF | 540.00 | $ - 0 | ||
| BB | 85 | Roadway | NMDOT | 716701 | LED ROADWAY LUMINAIRE | EACH | 10.00 | $ - 0 | ||
| BB | 86 | Multiple | NMDOT | 801000 | CONSTRUCTION STAKING BY THE CONTRACTOR | LS | 1.00 | $ - 0 | ||
| BB | 87 | 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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