Rico_St._&_NM_HWY_118_Waterline_Crossing_Project_2025_-_WTB-WPF-6287_-_Engineer's_Estimate_July.pdf

UNIT

ITEM DESCRIPTION PRICE AMOUNT

335 LF $115.00 $38,525.00

1 LS $150,000.00 $150,000.00

1 LS $5,000.00 $5,000.00

1 LS $4,000.00 $4,000.00

1 LS $15,000.00 $15,000.00

1 LS $3,000.00 $3,000.00

7 3 EA $3,500.00 $10,500.00

8 5 EA $5,000.00 $25,000.00

9 1 EA $8,000.00 $8,000.00

10 50 LBS $50.00 $2,500.00

11 2 EA $1,250.00 $2,500.00

For Tie-In (L), from Sta. 1+97 (L) to Sta. 2+07 (L), new 8-inch waterline to existing 8-inch waterline including waterline fittings as detailed complete and in place for the Lump Sum Price of:

For Tie-In (R), from Sta. 3+19 (R) to Sta. 3+22 (R), new 8-inch waterline to existing 8-inch waterline including waterline fittings as detailed complete and in place for the Lump Sum Price of:

For the installation of end cap coupling (various sizes) on waterlines abandoned in place for the Unit Price per Each of:

For Tie-In, at Sta. 4+82, from new 6-inch waterline to existing 6-inch waterline including waterline fittings as detailed complete and in place for the Lump Sum Price of:

For the installation of AWWA C509 6-inch resilent wedge gate valve (MJxMJ) and valve box complete and in place for the Unit Price per Each of:

For the installation of AWWA C509 8-inch resilent wedge gate valve (MJxMJ) and valve box complete and in place for the Unit Price per Each of:

For the installation of fire hydrant assembly including 8"x6" tee, 6-inch gate valve, fittings, concrete support, and 6-inch CL 350 DIP waterline, complete and in place for the Unit Price per Each of:

For the installation of additional unidentified fittings, horizontal and vertical not shown on project drawings complete and in place for the Unit Price per Pound of Fitting of:

For Tie-In, at Sta. 0+00, from new 8-inch waterline to existing 8-inch waterline including waterline fittings as detailed complete and in place for the Lump Sum Price of:

Lot 1:

ESTIMATED

QUANTITY

For installation of new 8-inch AWWA C-900 DR18 PVC waterline buried at a minimum depth of 4 feet complete and in place for the Unit Price per Linear Foot of:

For the jack and bore across NM 118 from Sta. 3+20 to Sta.

4+60 of 14-inch steel casing along with 190 linear feet of 8-inch DIP CL350 carrier pipe with restrained push on type joints using ductile iron locking elements as detailed, complete and in place for the Lump Sum Price of:

CROSSING PROJECT 2025

CITY OF GALLUP, NEW MEXICO

FORMAL BID NO.

JULY 2025

ENGINEER'S ESTIMATE

RICO STREET & NM HWY 118 WATERLINE

EE 1

12 2 EA $3,500.00 $7,000.00

13 1 EA $6,000.00 $6,000.00

14 4 EA $1,200.00 $4,800.00

15 1 LS $10,000.00 $10,000.00

16 330 LF $100.00 $33,000.00

17 80 SY $165.00 $13,200.00

18 135 SY $120.00 $16,200.00

19 70 LF $110.00 $7,700.00

20 65 SY $250.00 $16,250.00

21 10 CY $200.00 $2,000.00

22 1 LS $7,500.00 $7,500.00

For the removal of existing gate valves as called out for in project drawings complete and in place for the Unit Price per Each of:

Lot 1:

ESTIMATED

QUANTITY

For the removal of existing fire hydrant including gate valve, tee, valve box, and fittings but no including plugs on mainline tee as called for on project drawing complete and in place for Unit Price per Each of:

For the transfer of the new water services to new waterline including saddle, corporation stop, up to 5 feet of 3/4-inch Type "K" copper as required, and the exposure and documentation of the service lines on the residential side of water meter cans, complete and in place for the Unit Price per Each:

For structural abandonment of 185 linear foot of 8” steel casing & 6” carrier pipe (4’ to 8’ deep) crossing from NM 118 including 150 psi grout, and concrete plugs at pipeline ends as detailed, complete and in place for the Lump Sum Price of:

For removal of existing asbestos cement waterlines (various sizes) at depths up to 8-feet as called for on project drawings complete and in place for Unit Price per Linear Foof of:

For the removal and replacement of NMDOT asphalt pavement patch, 8-inches of asphalt on 10-inches of basecourse as detailed on project drawings, complete in place for the Unit Price per Square Yard:

For asphalt pavement patch (6-inches of PMBP on 8-inches of basecourse) complete and in place for the Unit Price per Square Yard of:

For removal and replacement of existing curb & gutter.

Replacement includes NMDOT 6-inch curb & gutter on 8-inches of basecourse as detailed on project drawings, complete in place for the Unit Price per Linear Foot:

For the removal and replacement of existing sidewalk, ADA accessible ramps with trunacated dome pads (4-inch thick sidewalk and 4-inch basecourse) complete and in place for the Unit Price per Square Yard:

For rock excavation and disposal in accordance with rock excavation detail and pay width complete and in place for the Unit Price per Cubic Yard of:

For the replacement of permanent pavement markings removed during waterline construction activities as specified complete and in place for the Lump Sum Price of:

EE 2

23 1 LS $25,000.00 $25,000.00

24 ALLOWANCE $7,500.00 $7,500.00

$420,175.00

NMGRT @ 8.0625%: $33,876.61

PROJECT TOTAL: $454,051.61

LOT 1 SUBTOTAL:

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

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.

Lot 1:

ESTIMATED

QUANTITY

EE 3

Cost Estimate