Engineer_Estimate_Whole_Block_Ciniza.pdf

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Attached to
Whole Block Reconstruction - Ciniza Drive, Gallup NM State and local contract opportunity
Solicitation number
ITB-2701
Issued by
Quay County, New Mexico

About this file

This is an engineer's cost estimate prepared by DePauli Engineering & Surveying, LLC dated June 15, 2026, for the Whole Block Reconstruction project on Ciniza Drive in Gallup, New Mexico. The project encompasses street improvements including construction of a concrete box culvert, removal and replacement of sidewalks, drivepads, curb and gutter, asphalt pavement installation, waterline valve installation, fire hydrant relocation, ADA curb ramps, traffic signs, removal and replacement of fencing, and landscaping work. The project extends 930 feet along Ciniza Drive from the intersection with Toltec Drive east to an existing drainage channel. The estimate is organized into three primary construction lots: Lot 1 (Surface Improvements), Lot 2 (Water Improvements), and an Additive Alternate 1 (Drain Pan Improvements). Lot 1 includes 15 line items covering demolition and clearing, earthwork, base course installation, asphalt patching, concrete flatwork, fence relocation, material testing, signage installation, and mailbox replacement. Lot 2 includes 2 line items for water infrastructure improvements, while the Additive Alternate includes 4 line items for drainage pan improvements.

The total project cost estimate is $1,314,439.83, including New Mexico Gross Receipts Tax at 8.0625% ($98,069.83). The construction subtotal is $1,216,370.00, comprised of Lot 1 Surface Improvements at $1,055,570.00, Lot 2 Water Improvements at $74,000.00, and the Additive Alternate Drain Pan Improvements at $86,800.00. Pricing is structured using both lump sum amounts for major work categories (ranging from $10,000 to $107,500) and unit prices for measurable quantities, including tonnage rates for asphalt and base course ($80-$430 per ton), cubic yard rates for concrete and excavation ($60-$1,500 per cubic yard), and linear foot rates for fencing and sign installations ($22-$250 per linear foot). The estimate includes an allowance for independent laboratory material testing with actual costs to be paid by approved invoice.

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Text version

DePauli Engineering & Surveying, LLC Date: June 15, 2026 307 S. 4th St.

Gallup, NM 87301

UNIT

ITEM DESCRIPTION PRICE AMOUNT

1 LS 100,000.00$ 100,000.00$

1 LS 95,000.00$ 95,000.00$

735 TON 80.00$ 58,800.00$

200 TON 430.00$ 86,000.00$

280 CY 1,500.00$ 420,000.00$

335 LB 22.00$ 7,370.00$

270 LF 190.00$ 51,300.00$

50 LF 250.00$ 12,500.00$

200 CY 60.00$ 12,000.00$

12 EA 700.00$ 8,400.00$

For installation of rebar complete and in place for the Unit Price per Pound of:

For demolition, clearing, grubbing and removal of existing concrete, asphalt, obstructions and base course, including relocating items for the Lump Sum Price of:

For earthwork including soil excavation, soil removal up to eight (8) inches deep, subgrade preparations, backfill soil compaction and finished grading for the Lump Sum Price of:

For Type I base course under all concrete and asphalt as neatline measured for the Unit Price per Tonnage of:

For six (6) inch thick Type B asphalt pavement patch complete and in place including saw cuts, prime and tack coats for the Unit Price per tonnage of:

For installation of concrete flatwork including curb and gutter, sidewalks, header curbs, ramps, and drivepads as neatline measured complete and in place for the Unit price per Cubic Yard of:

QUANTITY

COST ESTIMATE

WHOLE BLOCK RECONSTRUCTION CINIZA DRIVE

Lot 1: Surface

ESTIMATED

For the removal and relocation of existing 4' tall residential chainlink fence fabric on new posts for the Unit Price per Linear Foot of:

For the removal and relocation of existing wrought iron fence, including cutting, anchoring, welding and post installation for the Unit Price per Linear Foot of:

For over excavation of unstable material removal below the typical soil removal and import of backfill complete and in place for the Unit Price per Cubic Yard of:

For the replacement and relocation of residential mailboxes, complete and in place for the Unit Price per Each of:

EE

UNIT

ITEM DESCRIPTION PRICE AMOUNT

30 LF 30.00$ 900.00$

20 SF 40.00$ 800.00$

1 LS 75,000.00$ 75,000.00$

1 LS 107,500.00$ 107,500.00$

20,000.00$ 20,000.00$

SURFACE SUBTOTAL: 1,055,570.00$

UNIT

ITEM DESCRIPTION PRICE AMOUNT

1 LS 40,000.00$ 40,000.00$

2 EA 17,000.00$ 34,000.00$

WATER SUBTOTAL: 74,000.00$

For the replacement of existing and relocation of fire hydrants, including installation of 6" DIP extensions and 6" gate valve for the Unit Price per each of:

For the installation of new steel base posts for aluminum panel signs, including breakaway posts as per the NMDOT SSHBC Section 701 complete and in place for the Unit Price per Linear Foot of:

Lot 1: Surface (CONT'D)

ESTIMATED

QUANTITY

For material testing by an independent lab (soil, concrete, base course and PMBP). This amount is for totaling bid. Actual amount is to be paid by approved invoice.

ALLOWANCE

For the installation of new panel signs as per the NMDOT SSHBC Section 701, complete and in place for the Unit Price per Square Foot of:

Lot 2: Water Improvements

ESTIMATED

QUANTITY

For installation of new six (6)-inch gate valve cluster, including excavation, asbestos remediate and removal, PVC pipe installation, fittings, concrete thrust blocks and concrete collar complete and in place for the Lump Sum Price of:

For the installation of a concrete box culvert at the Ciniza drainage, including handrail, wingwalls, tie-in to existing channel for the Lump Sum Price of:

For implementing and maintaining temporary Traffic Control Plan for the Lump Sum Price of:

UNIT

ITEM DESCRIPTION PRICE AMOUNT

1 LS 10,000.00$ 10,000.00$

1 LS 10,000.00$ 10,000.00$

160 TON 80.00$ 12,800.00$

36 CY 1,500.00$ 54,000.00$

DRAIN PAN IMPROVEMENTS SUBTOTAL: 86,800.00$

LOT 1: SURFACE IMPROVEMENTS SUBTOTAL: 1,055,570.00$

LOT 2: WATER IMPROVEMENTS SUBTOTAL: 74,000.00$

ADDITIVE ALTERNATE 1: DRAIN PAN IMPROVEMENTS SUBTOTAL: 86,800.00$

CONSTRUCTION LOTS SUBTOTAL: 1,216,370.00$

NMGRT @ 8.0625%: 98,069.83$

CINIZA DRIVE PROJECT TOTAL: 1,314,439.83$

ESTIMATED

Additive Alternate 1: Drain Pan Improvements

QUANTITY

For demolition and removal of existing concrete drainage pan, including asphalt, base course and soil for the Lump Sum Price of:

For earthwork including soil excavation, soil removal up to eight (8) inches deep, subgrade preparations, backfill soil compaction and finished grading for the Lump Sum Price of:

For six(6) inch thick Type I base course under all concrete and asphalt as neatline measured for the Unit Price per Tonnage of:

For installation of concrete drainage pan, including reinforcing steel as neatline measured complete and in place for the Unit price per Cubic Yard of:

EE-WB R2.4-Ciniza (2026)

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