Technical_Exhibit_1_Bid_Schedule_W911SG19B0001.xls
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Technical Exhibit 1 Bid Schedule
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Texas -Base Year
| IDIQ Paving Contract || Fort Bliss, Texas | |||||||||
| Base Year Option - Texas Area | Key | U/I | |||||||
| GENERAL CONDITIONS | QTY | Estimated Qty | U/I | Unit Price ( Incl O&P, Labor Burden, & G&A) | Price Estimate | CY | Cubic Yard | ||
| CLIN | Description | ACR | Acre | ||||||
| 0001 | AA | Haul and dispose of debris | 1 | 1815 | CY | $ - 0 | CY | Cubic Yard | |
| 0002 | AB | Clear and Grubbing | 1 | 15 | ACR | $ - 0 | SY | Square Yard | |
| EARTHWORK | 1 | Estimated Qty | U/I | Unit Price ( Incl O&P, Labor Burden, & G&A) | Price Estimate | SF | Square Foot | ||
| CLIN | Description | 1 | LB | Pound | |||||
| 0003 | AC | Excavation | 1 | 3789 | CY | $ - 0 | LF | Linear Foot | |
| 0004 | AD | Fill Material (Borrow Pit) | 1 | 2322 | CY | $ - 0 | EA | Each | |
| 0005 | AE | Prepare and Roll Sub-base, up to 8" depth | 1 | 72513 | SY | $ - 0 | CLF | Current Limiting Fuse | |
| 0006 | AF | Base Course Material - Crushed 3/4" stn base, compacted, 4" depth | 1 | 4125 | SY | $ - 0 | |||
| 0007 | AG | Base Course Material - Crushed 3/4" stn base, compacted, 6" depth | 1 | 11411 | SY | $ - 0 | |||
| 0008 | AH | Re-compact exist. Base (6" depth) | 1 | 823 | SF | $ - 0 | |||
| 0009 | AI | Finish Grading | 1 | 12618 | SY | $ - 0 | |||
| CONCRETE | 1 | Estimated Qty | U/I | Unit Price ( Incl O&P, Labor Burden, & G&A) | Price Estimate | ||||
| CLIN | Description | 1 | |||||||
| 0010 | AJ | Demo-Reinf concrete pavement | 1 | 149 | CY | $ - 0 | |||
| 0011 | AK | Sawcut reinforced. concrete slab up to 4" depth | 1 | 149 | LF | $ - 0 | |||
| 0012 | AL | 4" Conc. slab/reinf w/ 6X6-W1.4XW1.4, broomed finish, no base - See details | 1 | 15642 | SF | $ - 0 | |||
| 0013 | AM | Portland Cement Concrete Pavement -8" thick (f'c=4,000 psi) | 1 | 4254 | SY | $ - 0 | |||
| 0014 | AN | Reinforcing steel #3 to #6 bars | 1 | 85061 | LB | $ - 0 | |||
| 0015 | AO | New Curb & Gutter (24"X6") - See details | 1 | 994 | LF | $ - 0 | |||
| PAVING ASPHALT | 1 | Estimated Qty | U/I | Unit Price ( Incl O&P, Labor Burden, & G&A) | Price Estimate | ||||
| CLIN | Description | 1 | |||||||
| 0016 | AP | Demo- Bituminous asphalt pavement < = 3" thick | 1 | 223 | SY | $ - 0 | |||
| 0017 | AQ | Sawcut Asphalt up to 3" depth | 1 | 313 | LF | $ - 0 | |||
| 0018 | AR | Prime or Tack Coat | 1 | 1133 | SY | $ - 0 | |||
| 0019 | AS | Install 2" deep HMAC, Type "B", "C", or "D" | 1 | 23505 | SY | $ - 0 | |||
| 0020 | AT | Overlay HMAC 1" to 2" Type "B", "C", or "D" | 1 | 1815 | SY | $ - 0 | |||
| 0021 | AU | COLD MILLING 1" to 1-1/2" deep Asphaltic Pavement | 1 | 364 | SY | $ - 0 | |||
| 0022 | AV | Heater Scarifying of Bituminous (1-1/2" depth) | 1 | 907 | SY | $ - 0 | |||
| 0023 | AW | Asphalt Patching (Sawcut, Base prep, and Prime) | 1 | 605 | SY | $ - 0 | |||
| 0024 | AX | Pavement Slurry Sealer-(one coat) | 1 | 2672 | SY | $ - 0 | |||
| 0025 | AY | Sealcoating, 2 coat coal tar pitch emulsion | 1 | 1283 | SY | $ - 0 | |||
| 0026 | AZ | Sealant for Cracked Asphalt - 1" wide x 2" deep | 1 | 886 | LF | $ - 0 | |||
| STORM DRAIN SYSTEMS | 1 | Estimated Qty | U/I | Unit Price ( Incl O&P, Labor Burden, & G&A) | Price Estimate | ||||
| CLIN | Description | 1 | |||||||
| 0027 | BA | 18” Corrugated Metal Pipe, Galvanized, (16 ga) | 1 | 121 | LF | $ - 0 | |||
| 0028 | BB | 18" RCP Pipe (Class III) | 1 | 242 | LF | $ - 0 | |||
| 0029 | BC | 24" to 36" RCP Pipe (Class III) | 1 | 242 | LF | $ - 0 | |||
| 0030 | BD | Class C Concrete Collar - See details | 1 | 18 | EA | $ - 0 | |||
| 0031 | BE | Concrete Box Culvert (5ft x 3ft) - See details | 1 | 16 | LF | $ - 0 | |||
| 0032 | BF | Inlet Complete Special (Type I, II, & III) - See detail | 1 | 6 | EA | $ - 0 | |||
| 0033 | BG | Concrete Flume (Class B) - See detail | 1 | 27 | CY | $ - 0 | |||
| 0034 | BH | Rip-Rap 6" thickness, not grouted | 1 | 25 | SY | $ - 0 | |||
| 0035 | BI | Rip-Rap (Concrete Class B) (4" to 6") - See detail | 1 | 18 | CY | $ - 0 | |||
| 0036 | Remove Storm Drain Pipe (Up to 36" Diameter) | 1 | 221 | LF | $ - 0 | ||||
| 0037 | BJ | Gabion Box Systems, 12" deep | 1 | 45 | SY | $ - 0 | |||
| 0038 | BK | Cement Stabilized Backfill | 1 | 151 | CY | $ - 0 | |||
| MISCELLANEOUS | 1 | Estimated Qty | U/I | Unit Price ( Incl O&P, Labor Burden, & G&A) | Price Estimate | ||||
| CLIN | Description | 1 | |||||||
| 0039 | BL | Topographic Survey, conventional | 1 | 4 | ACR | $ - 0 | |||
| 0040 | Density Test by Nuclear Method (Sub-Grade & Base) | 1 | 10 | EA | $ - 0 | ||||
| 0041 | Moisture/Density Relationship Proctor ASTM D1557, D698 (Sub-Grade & Base) | 1 | 10 | EA | $ - 0 | ||||
| 0042 | Compressive Strength of Cylinders & Concrete Cores (ASTM C39) | 1 | 10 | EA | $ - 0 | ||||
| 0043 | Slump Test | 1 | 10 | EA | $ - 0 | ||||
| 0044 | Density Test by Nuclear Method ASTM D6939 (Asphalt) | 1 | 10 | EA | $ - 0 | ||||
| 0045 | Quantitative Extraction / Sieve Analysis Gradation ASTM D2172 | 1 | 10 | EA | $ - 0 | ||||
| 0046 | Marshall Density, Stability & Flow ASTM 2726, D6926, & D6927 | 1 | 10 | EA | $ - 0 | ||||
| 0047 | Theoretical Maximum Specific Gravity & Density ASTM D2041 | 1 | 10 | EA | $ - 0 | ||||
| 0048 | Bulk Specific Gravity and Density of Asphalt Pavent Cores (ASTM D2726) | 1 | 10 | EA | $ - 0 | ||||
| 0049 | Asphalt Core Measurement ASTM D3549 | 1 | 10 | EA | $ - 0 | ||||
| 0050 | BM | Moisture & density test by nuclear method | 1 | 205 | EA | $ - 0 | |||
| 0051 | BN | ADA Ramp w/truncated dome mat - See details | 1 | 9 | EA | $ - 0 | |||
| 0052 | BO | 24” x 24” Traffic Reflectorized Sign w/post and break away - installed - See detail | 1 | 23 | EA | $ - 0 | |||
| 0053 | BP | Solar Powered Pedestrian Sign - See detail | 1 | 3 | EA | $ - 0 | |||
| 0054 | BQ | Reflectorized Thermoplastic Single Solid Traffic Striping (4" Wide) | 1 | 29267 | LF | $ - 0 | |||
| 0055 | BR | Reflectorized Thermoplastic Symbol: Arrow | 1 | 1360 | SF | $ - 0 | |||
| 0056 | BS | Concrete Wheel Stops - See detail | 1 | 30 | EA | $ - 0 | |||
| 0057 | BT | Remove Chain Link Fence | 1 | 7264 | LF | $ - 0 | |||
| 0058 | BU | Chain Link Fence, Schedule 40, 3 Strands barb wire, 2" post @ 10' O.C., set in concrete, 6ft high, 9 ga. Wire, galv. Steel, - See detail | 1 | 4137 | LF | $ - 0 | |||
| 0059 | BV | Privacy slats, vertical, vinyl | 1 | 1034 | SF | $ - 0 | |||
| 0060 | BW | Privacy slats, diagonal, aluminum | 1 | 1034 | SF | $ - 0 | |||
| 0061 | BX | Rockwall 1ft width - See detail | 1 | 302 | SF | $ - 0 | |||
| 0062 | BY | Vehicle Guide Rails, Corrugated stl, galv. Stl posts 6'-3" O.C. - See detail | 1 | 66 | LF | $ - 0 | |||
| 0063 | BZ | Vehicle Guide Rails, End Sections, galvanized, flared | 1 | 39 | EA | $ - 0 | |||
| 0064 | CA | Vehicle Guide Rails, Wrap around end | 1 | 42 | EA | $ - 0 | |||
| 0065 | CB | 1-1/4" Pea Gravel | 1 | 289 | CY | $ - 0 | |||
| 0066 | CC | 1 ¼" Franklin Red Rock w/6 mil plastic - 2" deep | 1 | 1210 | SF | $ - 0 | |||
| 0067 | CD | 3/4" Desert Tan Rock w/6 mil plastic - 2" deep | 1 | 1210 | SF | $ - 0 | |||
| 0068 | Traffic Control Plan Design | 1 | 5 | EA | $ - 0 | ||||
| 0069 | 28" Min Tubular With Two Retroflective Bands | 1 | 50 | EA | $ - 0 | ||||
| 0070 | Temporary Striping | 1 | 500 | LF | $ - 0 | ||||
| 0071 | Temporary Barrels | 1 | 50 | EA | $ - 0 | ||||
| 0072 | Temporary signs 36"x36" | 1 | 22 | EA | $ - 0 | ||||
| 0073 | Temporary Jersey Barriers | 1 | 50 | EA | $ - 0 | ||||
| 0074 | Temporary Type 3 Barricades | 1 | 10 | EA | $ - 0 | ||||
| 0075 | Hay Bales | 1 | 25 | EA | $ - 0 | ||||
| 0076 | Silt Fencing | 1 | 1499 | LF | $ - 0 | ||||
| 0077 | Remove Pavement Markings (Grinding) | 1 | 1000 | SF | $ - 0 | ||||
| 0078 | Remove Traffic Sign, Post, and Foundation | 1 | 100 | EA | $ - 0 | ||||
| 0079 | Remove Guardrail | 1 | 200 | LF | $ - 0 | ||||
| 0080 | CE | Utility Trench 12"wide x 24" deep | 1 | 2269 | LF | $ - 0 | |||
| ELETRICAL | 1 | Estimated Qty | U/I | Unit Price ( Incl O&P, Labor Burden, & G&A) | Price Estimate | ||||
| CLIN | Description | 1 | |||||||
| 0081 | CF | Relocate Light Pole and Assembly (Including Base) | 1 | 9 | EA | $ - 0 | |||
| 0082 | CG | Remove Light Pole and Assembly (Including Base) | 1 | 12 | EA | $ - 0 | |||
| 0083 | CH | Solar Roadway Light | 1 | 21 | EA | $ - 0 | |||
| 0084 | CI | EMT 1/2" to 1" | 1 | 307 | LF | $ - 0 | |||
| 0085 | CJ | Safety Switch 60A | 1 | 6 | EA | $ - 0 | |||
| 0086 | CK | Safety Switch 100A | 1 | 6 | EA | $ - 0 | |||
| 0087 | CL | Circuitbreaker Panelboard 200A | 1 | 3 | EA | $ - 0 | |||
| 0088 | CM | #12-#2 THHN Cu. | 1 | 31 | CLF | $ - 0 | |||
| 0089 | CN | #1/0-#4/0 THHN Cu. | 1 | 12 | CLF | $ - 0 | |||
| 0090 | CO | Metal Light Pole, excl concrete base, 40 ft | 1 | 12 | EA | $ - 0 | |||
| 0091 | CP | Wood Light Pole, 20 ft | 1 | 12 | EA | $ - 0 | |||
| 0092 | CQ | 400W Metal Halid Fixture | 1 | 15 | EA | $ - 0 | |||
| 0093 | CR | Crimp 2 way connectors #6-#2 | 1 | 61 | EA | $ - 0 | |||
| 0094 | CS | Crimp 2 way connectors #1/0-#4/0 | 1 | 46 | EA | $ - 0 | |||
| 0095 | CT | #12-#10 THWN-THHN | 1 | 11 | CLF | $ - 0 | |||
| 0096 | CU | #8-#2 THHN-THWN | 1 | 9 | CLF | $ - 0 | |||
| 0097 | CV | #1/0-#4/0 THWN-THHN | 1 | 31 | CLF | $ - 0 | |||
| 0098 | CW | 3/4" Cu. Clad 10 ft. ground rod | 1 | 31 | EA | $ - 0 | |||
| 0099 | CX | Grnd Rod Clamp 3/4" | 1 | 18 | EA | $ - 0 | |||
| 0100 | CY | Bare Cu. #6 | 1 | 15 | CLF | $ - 0 | |||
| 0101 | CZ | Exothermic Weld (Cadweld) | 1 | 12 | EA | $ - 0 | |||
| 0102 | DA | 1/2"-3/4" RGS | 1 | 614 | LF | $ - 0 | |||
| 0103 | DB | 1"-2" RGS | 1 | 461 | LF | $ - 0 | |||
| 0104 | DC | 1/2"-3/4" RGS elbow | 1 | 43 | EA | $ - 0 | |||
| 0105 | DD | 1"-2" RGS elbow | 1 | 31 | EA | $ - 0 | |||
| 0106 | DE | 1/2"-3/4" Sch 40 PVC | 1 | 154 | LF | $ - 0 | |||
| 0107 | DF | 1"-2" Sch 40 PVC | 1 | 871 | LF | $ - 0 | |||
| 0108 | DG | 1/2"-3/4" Sch 40 PVC adapters | 1 | 31 | EA | $ - 0 | |||
| 0109 | DH | 1"-2" Sch 40 PVC adapters | 1 | 61 | EA | $ - 0 | |||
| 0110 | DI | 1/2"-3/4" Grounding Bushing | 1 | 31 | EA | $ - 0 | |||
| 0111 | DJ | 1"-2" Grounding Bushing | 1 | 25 | EA | $ - 0 | |||
| 0112 | DK | 12"x12"x6" NEMA 1 | 1 | 3 | EA | $ - 0 | |||
| 0113 | DL | 12"x12"x6" NEMA 3R | 1 | 3 | EA | $ - 0 | |||
| 0114 | DM | Hole drilling concrete wall, 1" pipe | 1 | 12 | EA | $ - 0 | |||
| 0115 | DN | Hole drilling concrete wall, 2" pipe | 1 | 12 | EA | $ - 0 | |||
| 0116 | DO | 480VX120/208 3 ph 30KVA | 1 | 3 | EA | $ - 0 | |||
| 0117 | DP | 120V 1 pole bolt on to 50A | 1 | 12 | EA | $ - 0 | |||
| 0118 | DQ | 240V 2 pole bolt on to 50A | 1 | 12 | EA | $ - 0 | |||
| 0119 | DR | 240V 3 pole bolt on to 100A | 1 | 6 | EA | $ - 0 | |||
| 0120 | DS | 277V 1 pole bolt 30A | 1 | 6 | EA | $ - 0 | |||
| 0121 | DT | 480V 2 pole bolt on 60A | 1 | 6 | EA | $ - 0 | |||
| 0122 | DU | 480V 3 pole bolt on to 100A | 1 | 6 | EA | $ - 0 | |||
| 0123 | DV | 3 ph 4 w 120/208V 100A 24 ckt w/breakers MCB | 1 | 3 | EA | $ - 0 | |||
| 0124 | DW | 3 ph 4 w 277/480V 100A 20 ckt w/breakers MCB | 1 | 3 | EA | $ - 0 | |||
| 0125 | DX | 3 ph Fused Disconnect HD 240V 30A Nema 3R | 1 | 5 | EA | $ - 0 | |||
| 0126 | DY | 3 ph Fused Disconnect HD 240V 60A Nema 3R | 1 | 5 | EA | $ - 0 | |||
| 0127 | DZ | 3 ph Fused Disconnect HD 600V 30A Nema 3R | 1 | 4 | EA | $ - 0 | |||
| 0128 | EA | 3 ph Fused Disconnect HD 600V 60A Nema 3R | 1 | 4 | EA | $ - 0 | |||
| 0129 | EB | Single pole, dial | 1 | 7 | EA | $ - 0 | |||
| 0130 | EC | Photocell 2000W | 1 | 16 | EA | $ - 0 | |||
| 0131 | ED | 600V, electrically held 60A | 1 | 6 | EA | $ - 0 | |||
| 0132 | EE | 600V, electrically held 100A | 1 | 4 | EA | $ - 0 | |||
| 0133 | EF | HD Start/Stop | 1 | 11 | EA | $ - 0 | |||
| 0134 | EG | Light Poles, Aluminum, not incl concrete base 20 ft | 1 | 13 | EA | $ - 0 | |||
| 0135 | EH | Light Poles, Aluminum, not incl concrete base 30 ft | 1 | 5 | EA | $ - 0 | |||
| 0136 | EI | Light Poles, Aluminum, not incl concrete base 40 ft | 1 | 4 | EA | $ - 0 | |||
| 0137 | EJ | Area Lighting Fixture pole mtd 400W Metal Halide | 1 | 5 | EA | $ - 0 | |||
| 0138 | EK | Area Lighting Fixture pole mtd 400W HPS | 1 | 9 | EA | $ - 0 | |||
| 0139 | EL | Flood Lighting Fixture pole mtd 175W Metal Halide | 1 | 5 | EA | $ - 0 | |||
| 0140 | EM | Flood Lighting Fixture pole mtd 400W Metal Halide | 1 | 5 | EA | $ - 0 | |||
| 0141 | EN | Flood Lighting Fixture pole mtd 100W HPS | 1 | 5 | EA | $ - 0 | |||
| 0142 | EO | Flood Lighting Fixture pole mtd 150W HPS | 1 | 6 | EA | $ - 0 | |||
| 0143 | EP | Flood Lighting Fixture pole mtd 400W HPS | 1 | 6 | EA | $ - 0 | |||
| 0144 | EQ | 20 ft. Wood Pole Class 3 | 1 | 9 | EA | $ - 0 | |||
| 0145 | ER | 30 ft. Wood Pole Class 3 | 1 | 9 | EA | $ - 0 | |||
| 0146 | ES | 40 ft. Wood Pole Class 3 | 1 | 9 | EA | $ - 0 | |||
| TOTAL | $ - 0 |
NM -Base Year
| IDIQ Paving Contract || Fort Bliss, Texas | |||||||||
| Base Year Option - New Mexico Area | Key | U/I | |||||||
| GENERAL CONDITIONS | QTY | Estimated Qty | U/I | Unit Price ( Incl O&P, Labor Burden, & G&A) | Price Estimate | CY | Cubic Yard | ||
| CLIN | Description | ACR | Acre | ||||||
| 0001 | AA | Haul and dispose of debris | 1 | 450 | CY | $ - 0 | CY | Cubic Yard | |
| 0002 | AB | Clear and Grubbing | 1 | 4 | ACR | $ - 0 | SY | Square Yard | |
| EARTHWORK | 1 | Estimated Qty | U/I | Unit Price ( Incl O&P, Labor Burden, & G&A) | Price Estimate | SF | Square Foot | ||
| CLIN | Description | 1 | LB | Pound | |||||
| 0003 | AC | Excavation | 1 | 1197 | CY | $ - 0 | LF | Linear Foot | |
| 0004 | AD | Fill Material (Borrow Pit) | 1 | 576 | CY | $ - 0 | EA | Each | |
| 0005 | AE | Prepare and Roll Sub-base, up to 8" depth | 1 | 17851 | SY | $ - 0 | CLF | Current Limiting Fuse | |
| 0006 | AF | Base Course Material - Crushed 3/4" stn base, compacted, 4" depth | 1 | 1023 | SY | $ - 0 | |||
| 0007 | AG | Base Course Material - Crushed 3/4" stn base, compacted, 6" depth | 1 | 3198 | SY | $ - 0 | |||
| 0008 | AH | Re-compact exist. Base (6" depth) | 1 | 204 | SF | $ - 0 | |||
| 0009 | AI | Finish Grading | 1 | 3129 | SY | $ - 0 | |||
| CONCRETE | 1 | Estimated Qty | U/I | Unit Price ( Incl O&P, Labor Burden, & G&A) | Price Estimate | ||||
| CLIN | Description | 1 | |||||||
| 0010 | AJ | Demo-Reinf concrete pavement | 1 | 37 | CY | $ - 0 | |||
| 0011 | AK | Sawcut reinforced. concrete slab up to 4" depth | 1 | 37 | LF | $ - 0 | |||
| 0012 | AL | 4" Conc. slab/reinf w/ 6X6-W1.4XW1.4, broomed finish, no base - See details | 1 | 3878 | SF | $ - 0 | |||
| 0013 | AM | Portland Cement Concrete Pavement -8" thick (f'c=4,000 psi) | 1 | 812 | SY | $ - 0 | |||
| 0014 | AN | Reinforcing steel #3 to #6 bars | 1 | 18495 | LB | $ - 0 | |||
| 0015 | AO | New Curb & Gutter (24"X6") - See details | 1 | 246 | LF | $ - 0 | |||
| PAVING ASPHALT | 1 | Estimated Qty | U/I | Unit Price ( Incl O&P, Labor Burden, & G&A) | Price Estimate | ||||
| CLIN | Description | 1 | |||||||
| 0016 | AP | Demo- Bituminous asphalt pavement < = 3" thick | 1 | 55 | SY | $ - 0 | |||
| 0017 | AQ | Sawcut Asphalt up to 3" depth | 1 | 78 | LF | $ - 0 | |||
| 0018 | AR | Prime or Tack Coat | 1 | 281 | SY | $ - 0 | |||
| 0019 | AS | Install 2" deep HMAC, Type "B", "C", or "D" | 1 | 5579 | SY | $ - 0 | |||
| 0020 | AT | Overlay HMAC 1" to 2" Type "B", "C", or "D" | 1 | 450 | SY | $ - 0 | |||
| 0021 | AU | COLD MILLING 1" to 1-1/2" deep Asphaltic Pavement | 1 | 90 | SY | $ - 0 | |||
| 0022 | AV | Heater Scarifying of Bituminous (1-1/2" depth) | 1 | 225 | SY | $ - 0 | |||
| 0023 | AW | Asphalt Patching (Sawcut, Base prep, and Prime) | 1 | 150 | SY | $ - 0 | |||
| 0024 | AX | Pavement Slurry Sealer-(one coat) | 1 | 663 | SY | $ - 0 | |||
| 0025 | AY | Sealcoating, 2 coat coal tar pitch emulsion | 1 | 318 | SY | $ - 0 | |||
| 0026 | AZ | Sealant for Cracked Asphalt - 1" wide x 2" deep | 1 | 220 | LF | $ - 0 | |||
| STORM DRAIN SYSTEMS | 1 | Estimated Qty | U/I | Unit Price ( Incl O&P, Labor Burden, & G&A) | Price Estimate | ||||
| CLIN | Description | 1 | |||||||
| 0027 | BA | 18” Corrugated Metal Pipe, Galvanized, (16 ga) | 1 | 30 | LF | $ - 0 | |||
| 0028 | BB | 18" RCP Pipe (Class III) | 1 | 60 | LF | $ - 0 | |||
| 0029 | BC | 24" to 36" RCP Pipe (Class III) | 1 | 60 | LF | $ - 0 | |||
| 0030 | BD | Class C Concrete Collar - See details | 1 | 4 | EA | $ - 0 | |||
| 0031 | BE | Concrete Box Culvert (5ft x 3ft) - See details | 1 | 4 | LF | $ - 0 | |||
| 0032 | BF | Inlet Complete Special (Type I, II, & III) - See detail | 1 | 1 | EA | $ - 0 | |||
| 0033 | BG | Concrete Flume (Class B) - See detail | 1 | 7 | CY | $ - 0 | |||
| 0034 | BH | Rip-Rap 6" thickness, not grouted | 1 | 6 | SY | $ - 0 | |||
| 0035 | BI | Rip-Rap (Concrete Class B) (4" to 6") - See detail | 1 | 4 | CY | $ - 0 | |||
| 0036 | Remove Storm Drain Pipe (Up to 36" Diameter) | 1 | 101 | LF | $ - 0 | ||||
| 0037 | BJ | Gabion Box Systems, 12" deep | 1 | 11 | SY | $ - 0 | |||
| 0038 | BK | Cement Stabilized Backfill | 1 | 37 | CY | $ - 0 | |||
| MISCELLANEOUS | 1 | Estimated Qty | U/I | Unit Price ( Incl O&P, Labor Burden, & G&A) | Price Estimate | ||||
| CLIN | Description | 1 | |||||||
| 0039 | BL | Topographic Survey, conventional | 1 | 1 | ACR | $ - 0 | |||
| 0040 | Density Test by Nuclear Method (Sub-Grade & Base) | 1 | 6 | EA | $ - 0 | ||||
| 0041 | Moisture/Density Relationship Proctor ASTM D1557, D698 (Sub-Grade & Base) | 1 | 6 | EA | $ - 0 | ||||
| 0042 | Compressive Strength of Cylinders & Concrete Cores (ASTM C39) | 1 | 6 | EA | $ - 0 | ||||
| 0043 | Slump Test | 1 | 6 | EA | $ - 0 | ||||
| 0044 | Density Test by Nuclear Method ASTM D6939 (Asphalt) | 1 | 6 | EA | $ - 0 | ||||
| 0045 | Quantitative Extraction / Sieve Analysis Gradation ASTM D2172 | 1 | 6 | EA | $ - 0 | ||||
| 0046 | Marshall Density, Stability & Flow ASTM 2726, D6926, & D6927 | 1 | 6 | EA | $ - 0 | ||||
| 0047 | Theoretical Maximum Specific Gravity & Density ASTM D2041 | 1 | 6 | EA | $ - 0 | ||||
| 0048 | Bulk Specific Gravity and Density of Asphalt Pavent Cores (ASTM D2726) | 1 | 6 | EA | $ - 0 | ||||
| 0049 | Asphalt Core Measurement ASTM D3549 | 1 | 6 | EA | $ - 0 | ||||
| 0050 | BM | Moisture & density test by nuclear method | 1 | 51 | EA | $ - 0 | |||
| 0051 | BN | ADA Ramp w/truncated dome mat - See details | 1 | 2 | EA | $ - 0 | |||
| 0052 | BO | 24” x 24” Traffic Reflectorized Sign w/post and break away - installed - See detail | 1 | 6 | EA | $ - 0 | |||
| 0053 | BP | Solar Powered Pedestrian Sign - See detail | 1 | 1 | EA | $ - 0 | |||
| 0054 | BQ | Reflectorized Thermoplastic Single Solid Traffic Striping (4" Wide) | 1 | 5124 | LF | $ - 0 | |||
| 0055 | BR | Reflectorized Thermoplastic Symbol: Arrow | 1 | 277 | SF | $ - 0 | |||
| 0056 | BS | Concrete Wheel Stops - See detail | 1 | 8 | EA | $ - 0 | |||
| 0057 | BT | Remove Chain Link Fence | 1 | 1801 | LF | $ - 0 | |||
| 0058 | BU | Chain Link Fence, Schedule 40, 3 Strands barb wire, 2" post @ 10' O.C., set in concrete, 6ft high, 9 ga. Wire, galv. Steel, - See detail | 1 | 859 | LF | $ - 0 | |||
| 0059 | BV | Privacy slats, vertical, vinyl | 1 | 256 | SF | $ - 0 | |||
| 0060 | BW | Privacy slats, diagonal, aluminum | 1 | 256 | SF | $ - 0 | |||
| 0061 | BX | Rockwall 1ft width - See detail | 1 | 75 | SF | $ - 0 | |||
| 0062 | BY | Vehicle Guide Rails, Corrugated stl, galv. Stl posts 6'-3" O.C. - See detail | 1 | 16 | LF | $ - 0 | |||
| 0063 | BZ | Vehicle Guide Rails, End Sections, galvanized, flared | 1 | 10 | EA | $ - 0 | |||
| 0064 | CA | Vehicle Guide Rails, Wrap around end | 1 | 10 | EA | $ - 0 | |||
| 0065 | CB | 1-1/4" Pea Gravel | 1 | 72 | CY | $ - 0 | |||
| 0066 | CC | 1 ¼" Franklin Red Rock w/6 mil plastic - 2" deep | 1 | 300 | SF | $ - 0 | |||
| 0067 | CD | 3/4" Desert Tan Rock w/6 mil plastic - 2" deep | 1 | 300 | SF | $ - 0 | |||
| 0068 | Traffic Control Plan Design | 1 | 5 | EA | $ - 0 | ||||
| 0069 | 28" Min Tubular With Two Retroflective Bands | 1 | 33 | EA | $ - 0 | ||||
| 0070 | Temporary Striping | 1 | 175 | LF | $ - 0 | ||||
| 0071 | Temporary Barrels | 1 | 22 | EA | $ - 0 | ||||
| 0072 | Temporary signs 36"x36" | 1 | 17 | EA | $ - 0 | ||||
| 0073 | Temporary Jersey Barriers | 1 | 32 | EA | $ - 0 | ||||
| 0074 | Temporary Type 3 Barricades | 1 | 5 | EA | $ - 0 | ||||
| 0075 | Hay Bales | 1 | 10 | EA | $ - 0 | ||||
| 0076 | Silt Fencing | 1 | 769 | LF | $ - 0 | ||||
| 0077 | Remove Pavement Markings (Grinding) | 1 | 778 | SF | $ - 0 | ||||
| 0078 | Remove Traffic Sign, Post, and Foundation | 1 | 60 | EA | $ - 0 | ||||
| 0079 | Remove Guardrail | 1 | 120 | LF | $ - 0 | ||||
| 0080 | CE | Utility Trench 12"wide x 24" deep | 1 | 562 | LF | $ - 0 | |||
| ELETRICAL | 1 | Estimated Qty | U/I | Unit Price ( Incl O&P, Labor Burden, & G&A) | Price Estimate | ||||
| CLIN | Description | 1 | |||||||
| 0081 | CF | Relocate Light Pole and Assembly (Including Base) | 1 | 2 | EA | $ - 0 | |||
| 0082 | CG | Remove Light Pole and Assembly (Including Base) | 1 | 3 | EA | $ - 0 | |||
| 0083 | CH | Solar Roadway Light | 1 | 5 | EA | $ - 0 | |||
| 0084 | CI | EMT 1/2" to 1" | 1 | 76 | LF | $ - 0 | |||
| 0085 | CJ | Safety Switch 60A | 1 | 2 | EA | $ - 0 | |||
| 0086 | CK | Safety Switch 100A | 1 | 2 | EA | $ - 0 | |||
| 0087 | CL | Circuitbreaker Panelboard 200A | 1 | 1 | EA | $ - 0 | |||
| 0088 | CM | #12-#2 THHN Cu. | 1 | 8 | CLF | $ - 0 | |||
| 0089 | CN | #1/0-#4/0 THHN Cu. | 1 | 3 | CLF | $ - 0 | |||
| 0090 | CO | Metal Light Pole, excl concrete base, 40 ft | 1 | 3 | EA | $ - 0 | |||
| 0091 | CP | Wood Light Pole, 20 ft | 1 | 3 | EA | $ - 0 | |||
| 0092 | CQ | 400W Metal Halid Fixture | 1 | 4 | EA | $ - 0 | |||
| 0093 | CR | Crimp 2 way connectors #6-#2 | 1 | 15 | EA | $ - 0 | |||
| 0094 | CS | Crimp 2 way connectors #1/0-#4/0 | 1 | 11 | EA | $ - 0 | |||
| 0095 | CT | #12-#10 THWN-THHN | 1 | 3 | CLF | $ - 0 | |||
| 0096 | CU | #8-#2 THHN-THWN | 1 | 2 | CLF | $ - 0 | |||
| 0097 | CV | #1/0-#4/0 THWN-THHN | 1 | 8 | CLF | $ - 0 | |||
| 0098 | CW | 3/4" Cu. Clad 10 ft. ground rod | 1 | 8 | EA | $ - 0 | |||
| 0099 | CX | Grnd Rod Clamp 3/4" | 1 | 5 | EA | $ - 0 | |||
| 0100 | CY | Bare Cu. #6 | 1 | 4 | CLF | $ - 0 | |||
| 0101 | CZ | Exothermic Weld (Cadweld) | 1 | 3 | EA | $ - 0 | |||
| 0102 | DA | 1/2"-3/4" RGS | 1 | 152 | LF | $ - 0 | |||
| 0103 | DB | 1"-2" RGS | 1 | 114 | LF | $ - 0 | |||
| 0104 | DC | 1/2"-3/4" RGS elbow | 1 | 11 | EA | $ - 0 | |||
| 0105 | DD | 1"-2" RGS elbow | 1 | 8 | EA | $ - 0 | |||
| 0106 | DE | 1/2"-3/4" Sch 40 PVC | 1 | 38 | LF | $ - 0 | |||
| 0107 | DF | 1"-2" Sch 40 PVC | 1 | 216 | LF | $ - 0 | |||
| 0108 | DG | 1/2"-3/4" Sch 40 PVC adapters | 1 | 8 | EA | $ - 0 | |||
| 0109 | DH | 1"-2" Sch 40 PVC adapters | 1 | 15 | EA | $ - 0 | |||
| 0110 | DI | 1/2"-3/4" Grounding Bushing | 1 | 8 | EA | $ - 0 | |||
| 0111 | DJ | 1"-2" Grounding Bushing | 1 | 6 | EA | $ - 0 | |||
| 0112 | DK | 12"x12"x6" NEMA 1 | 1 | 1 | EA | $ - 0 | |||
| 0113 | DL | 12"x12"x6" NEMA 3R | 1 | 1 | EA | $ - 0 | |||
| 0114 | DM | Hole drilling concrete wall, 1" pipe | 1 | 3 | EA | $ - 0 | |||
| 0115 | DN | Hole drilling concrete wall, 2" pipe | 1 | 3 | EA | $ - 0 | |||
| 0116 | DO | 480VX120/208 3 ph 30KVA | 1 | 1 | EA | $ - 0 | |||
| 0117 | DP | 120V 1 pole bolt on to 50A | 1 | 3 | EA | $ - 0 | |||
| 0118 | DQ | 240V 2 pole bolt on to 50A | 1 | 3 | EA | $ - 0 | |||
| 0119 | DR | 240V 3 pole bolt on to 100A | 1 | 2 | EA | $ - 0 | |||
| 0120 | DS | 277V 1 pole bolt 30A | 1 | 2 | EA | $ - 0 | |||
| 0121 | DT | 480V 2 pole bolt on 60A | 1 | 2 | EA | $ - 0 | |||
| 0122 | DU | 480V 3 pole bolt on to 100A | 1 | 2 | EA | $ - 0 | |||
| 0123 | DV | 3 ph 4 w 120/208V 100A 24 ckt w/breakers MCB | 1 | 1 | EA | $ - 0 | |||
| 0124 | DW | 3 ph 4 w 277/480V 100A 20 ckt w/breakers MCB | 1 | 1 | EA | $ - 0 | |||
| 0125 | DX | 3 ph Fused Disconnect HD 240V 30A Nema 3R | 1 | 1 | EA | $ - 0 | |||
| 0126 | DY | 3 ph Fused Disconnect HD 240V 60A Nema 3R | 1 | 1 | EA | $ - 0 | |||
| 0127 | DZ | 3 ph Fused Disconnect HD 600V 30A Nema 3R | 1 | 1 | EA | $ - 0 | |||
| 0128 | EA | 3 ph Fused Disconnect HD 600V 60A Nema 3R | 1 | 1 | EA | $ - 0 | |||
| 0129 | EB | Single pole, dial | 1 | 2 | EA | $ - 0 | |||
| 0130 | EC | Photocell 2000W | 1 | 4 | EA | $ - 0 | |||
| 0131 | ED | 600V, electrically held 60A | 1 | 2 | EA | $ - 0 | |||
| 0132 | EE | 600V, electrically held 100A | 1 | 1 | EA | $ - 0 | |||
| 0133 | EF | HD Start/Stop | 1 | 3 | EA | $ - 0 | |||
| 0134 | EG | Light Poles, Aluminum, not incl concrete base 20 ft | 1 | 3 | EA | $ - 0 | |||
| 0135 | EH | Light Poles, Aluminum, not incl concrete base 30 ft | 1 | 1 | EA | $ - 0 | |||
| 0136 | EI | Light Poles, Aluminum, not incl concrete base 40 ft | 1 | 1 | EA | $ - 0 | |||
| 0137 | EJ | Area Lighting Fixture pole mtd 400W Metal Halide | 1 | 1 | EA | $ - 0 | |||
| 0138 | EK | Area Lighting Fixture pole mtd 400W HPS | 1 | 2 | EA | $ - 0 | |||
| 0139 | EL | Flood Lighting Fixture pole mtd 175W Metal Halide | 1 | 1 | EA | $ - 0 | |||
| 0140 | EM | Flood Lighting Fixture pole mtd 400W Metal Halide | 1 | 1 | EA | $ - 0 | |||
| 0141 | EN | Flood Lighting Fixture pole mtd 100W HPS | 1 | 1 | EA | $ - 0 | |||
| 0142 | EO | Flood Lighting Fixture pole mtd 150W HPS | 1 | 2 | EA | $ - 0 | |||
| 0143 | EP | Flood Lighting Fixture pole mtd 400W HPS | 1 | 2 | EA | $ - 0 | |||
| 0144 | EQ | 20 ft. Wood Pole Class 3 | 1 | 2 | EA | $ - 0 | |||
| 0145 | ER | 30 ft. Wood Pole Class 3 | 1 | 2 | EA | $ - 0 | |||
| 0146 | ES | 40 ft. Wood Pole Class 3 | 1 | 2 | EA | $ - 0 | |||
| TOTAL | $ - 0 |
Texas - Year Option 1
| IDIQ Paving Contract || Fort Bliss, Texas | |||||||||
| Year Option 1 - Texas Area | Key | U/I | |||||||
| GENERAL CONDITIONS | QTY | Estimated Qty | U/I | Unit Price ( Incl O&P, Labor Burden, & G&A) | Price Estimate | CY | Cubic Yard | ||
| CLIN | Description | ACR | Acre | ||||||
| 1001 | AA | Haul and dispose of debris | 1 | 1762 | CY | $ - 0 | CY | Cubic Yard | |
| 1002 | AB | Clear and Grubbing | 1 | 15 | ACR | $ - 0 | SY | Square Yard | |
| EARTHWORK | 1 | Estimated Qty | U/I | Unit Price ( Incl O&P, Labor Burden, & G&A) | Price Estimate | SF | Square Foot | ||
| CLIN | Description | 1 | LB | Pound | |||||
| 1003 | AC | Excavation | 1 | 4687 | CY | $ - 0 | LF | Linear Foot | |
| 1004 | AD | Fill Material (Borrow Pit) | 1 | 2254 | CY | $ - 0 | EA | Each | |
| 1005 | AE | Prepare and Roll Sub-base, up to 8" depth | 1 | 76221 | SY | $ - 0 | CLF | Current Limiting Fuse | |
| 1006 | AF | Base Course Material - Crushed 3/4" stn base, compacted, 4" depth | 1 | 4004 | SY | $ - 0 | |||
| 1007 | AG | Base Course Material - Crushed 3/4" stn base, compacted, 6" depth | 1 | 10591 | SY | $ - 0 | |||
| 1008 | AH | Re-compact exist. Base (6" depth) | 1 | 799 | SF | $ - 0 | |||
| 1009 | AI | Finish Grading | 1 | 12251 | SY | $ - 0 | |||
| CONCRETE | 1 | Estimated Qty | U/I | Unit Price ( Incl O&P, Labor Burden, & G&A) | Price Estimate | ||||
| CLIN | Description | 1 | |||||||
| 1010 | AJ | Demo-Reinf concrete pavement | 1 | 145 | CY | $ - 0 | |||
| 1011 | AK | Sawcut reinforced. concrete slab up to 4" depth | 1 | 145 | LF | $ - 0 | |||
| 1012 | AL | 4" Conc. slab/reinf w/ 6X6-W1.4XW1.4, broomed finish, no base - See details | 1 | 15187 | SF | $ - 0 | |||
| 1013 | AM | Portland Cement Concrete Pavement -8" thick (f'c=4,000 psi) | 1 | 4130 | SY | $ - 0 | |||
| 1014 | AN | Reinforcing steel #3 to #6 bars | 1 | 82584 | LB | $ - 0 | |||
| 1015 | AO | New Curb & Gutter (24"X6") - See details | 1 | 965 | LF | $ - 0 | |||
| PAVING ASPHALT | 1 | Estimated Qty | U/I | Unit Price ( Incl O&P, Labor Burden, & G&A) | Price Estimate | ||||
| CLIN | Description | 1 | |||||||
| 1016 | AP | Demo- Bituminous asphalt pavement < = 3" thick | 1 | 217 | SY | $ - 0 | |||
| 1017 | AQ | Sawcut Asphalt up to 3" depth | 1 | 304 | LF | $ - 0 | |||
| 1018 | AR | Prime or Tack Coat | 1 | 1100 | SY | $ - 0 | |||
| 1019 | AS | Install 2" deep HMAC, Type "B", "C", or "D" | 1 | 22984 | SY | $ - 0 | |||
| 1020 | AT | Overlay HMAC 1" to 2" Type "B", "C", or "D" | 1 | 1762 | SY | $ - 0 | |||
| 1021 | AU | COLD MILLING 1" to 1-1/2" deep Asphaltic Pavement | 1 | 353 | SY | $ - 0 | |||
| 1022 | AV | Heater Scarifying of Bituminous (1-1/2" depth) | 1 | 881 | SY | $ - 0 | |||
| 1023 | AW | Asphalt Patching (Sawcut, Base prep, and Prime) | 1 | 587 | SY | $ - 0 | |||
| 1024 | AX | Pavement Slurry Sealer-(one coat) | 1 | 2594 | SY | $ - 0 | |||
| 1025 | AY | Sealcoating, 2 coat coal tar pitch emulsion | 1 | 1246 | SY | $ - 0 | |||
| 1026 | AZ | Sealant for Cracked Asphalt - 1" wide x 2" deep | 1 | 860 | LF | $ - 0 | |||
| STORM DRAIN SYSTEMS | 1 | Estimated Qty | U/I | Unit Price ( Incl O&P, Labor Burden, & G&A) | Price Estimate | ||||
| CLIN | Description | 1 | |||||||
| 1027 | BA | 18” Corrugated Metal Pipe, Galvanized, (16 ga) | 1 | 117 | LF | $ - 0 | |||
| 1028 | BB | 18" RCP Pipe (Class III) | 1 | 205 | LF | $ - 0 | |||
| 1029 | BC | 24" to 36" RCP Pipe (Class III) | 1 | 205 | LF | $ - 0 | |||
| 1030 | BD | Class C Concrete Collar - See details | 1 | 18 | EA | $ - 0 | |||
| 1031 | BE | Concrete Box Culvert (5ft x 3ft) - See details | 1 | 15 | LF | $ - 0 | |||
| 1032 | BF | Inlet Complete Special (Type I, II, & III) - See detail Install Additional 1' Depth to Inlet | 1 | 6 | EA | $ - 0 | |||
| 1033 | BG | Concrete Flume (Class B) - See detail | 1 | 26 | CY | $ - 0 | |||
| 1034 | BH | Rip-Rap 6" thickness, not grouted | 1 | 24 | SY | $ - 0 | |||
| 1035 | BI | Rip-Rap (Concrete Class B) (4" to 6") - See detail | 1 | 18 | CY | $ - 0 | |||
| 1036 | Remove Storm Drain Pipe (Up to 36" Diameter) | 1 | 221 | LF | $ - 0 | ||||
| 1037 | BJ | Gabion Box Systems, 12" deep | 1 | 44 | SY | $ - 0 | |||
| 1038 | BK | Cement Stabilized Backfill | 1 | 147 | CY | $ - 0 | |||
| MISCELLANEOUS | 1 | Estimated Qty | U/I | Unit Price ( Incl O&P, Labor Burden, & G&A) | Price Estimate | ||||
| CLIN | Description | 1 | |||||||
| 1039 | BL | Topographic Survey, conventional | 1 | 4 | ACR | $ - 0 | |||
| 1040 | Density Test by Nuclear Method (Sub-Grade & Base) | 1 | 10 | EA | $ - 0 | ||||
| 1041 | Moisture/Density Relationship Proctor ASTM D1557, D698 (Sub-Grade & Base) | 1 | 10 | EA | $ - 0 | ||||
| 1042 | Compressive Strength of Cylinders & Concrete Cores (ASTM C39) | 1 | 10 | EA | $ - 0 | ||||
| 1043 | Slump Test | 1 | 10 | EA | $ - 0 | ||||
| 1044 | Density Test by Nuclear Method ASTM D6939 (Asphalt) | 1 | 10 | EA | $ - 0 | ||||
| 1045 | Quantitative Extraction / Sieve Analysis Gradation ASTM D2172 | 1 | 10 | EA | $ - 0 | ||||
| 1046 | Marshall Density, Stability & Flow ASTM 2726, D6926, & D6927 | 1 | 10 | EA | $ - 0 | ||||
| 1047 | Theoretical Maximum Specific Gravity & Density ASTM D2041 | 1 | 10 | EA | $ - 0 | ||||
| 1048 | Bulk Specific Gravity and Density of Asphalt Pavent Cores (ASTM D2726) | 1 | 10 | EA | $ - 0 | ||||
| 1049 | Asphalt Core Measurement ASTM D3549 | 1 | 10 | EA | $ - 0 | ||||
| 1050 | BM | Moisture & density test by nuclear method | 1 | 199 | EA | $ - 0 | |||
| 1051 | BN | ADA Ramp w/truncated dome mat - See details | 1 | 8 | EA | $ - 0 | |||
| 1052 | BO | 24” x 24” Traffic Reflectorized Sign w/post and break away - installed - See detail | 1 | 22 | EA | $ - 0 | |||
| 1053 | BP | Solar Powered Pedestrian Sign - See detail | 1 | 3 | EA | $ - 0 | |||
| 1054 | BQ | Reflectorized Thermoplastic Single Solid Traffic Striping (4" Wide) | 1 | 22359 | LF | $ - 0 | |||
| 1055 | BR | Reflectorized Thermoplastic Symbol: Arrow | 1 | 1320 | SF | $ - 0 | |||
| 1056 | BS | Concrete Wheel Stops - See detail | 1 | 29 | EA | $ - 0 | |||
| 1057 | BT | Remove Chain Link Fence | 1 | 6500 | LF | $ - 0 | |||
| 1058 | BU | Chain Link Fence, Schedule 40, 3 Strands barb wire, 2" post @ 10' O.C., set in concrete, 6ft high, 9 ga. Wire, galv. Steel, - See detail | 1 | 3520 | LF | $ - 0 | |||
| 1059 | BV | Privacy slats, vertical, vinyl | 1 | 1004 | SF | $ - 0 | |||
| 1060 | BW | Privacy slats, diagonal, aluminum | 1 | 1004 | SF | $ - 0 | |||
| 1061 | BX | Rockwall 1ft width - See detail | 1 | 294 | SF | $ - 0 | |||
| 1062 | BY | Vehicle Guide Rails, Corrugated stl, galv. Stl posts 6'-3" O.C. - See detail | 1 | 64 | LF | $ - 0 | |||
| 1063 | BZ | Vehicle Guide Rails, End Sections, galvanized, flared | 1 | 37 | EA | $ - 0 | |||
| 1064 | CA | Vehicle Guide Rails, Wrap around end | 1 | 41 | EA | $ - 0 | |||
| 1065 | CB | 1-1/4" Pea Gravel | 1 | 281 | CY | $ - 0 | |||
| 1066 | CC | 1 ¼" Franklin Red Rock w/6 mil plastic - 2" deep | 1 | 1175 | SF | $ - 0 | |||
| 1067 | CD | 3/4" Desert Tan Rock w/6 mil plastic - 2" deep | 1 | 1175 | SF | $ - 0 | |||
| 1068 | Traffic Control Plan Design | 1 | 5 | EA | $ - 0 | ||||
| 1069 | 28" Min Tubular With Two Retroflective Bands | 1 | 50 | EA | $ - 0 | ||||
| 1070 | Temporary Striping | 1 | 500 | LF | $ - 0 | ||||
| 1071 | Temporary Barrels | 1 | 50 | EA | $ - 0 | ||||
| 1072 | Temporary signs 36"x36" | 1 | 22 | EA | $ - 0 | ||||
| 1073 | Temporary Jersey Barriers | 1 | 50 | EA | $ - 0 | ||||
| 1074 | Temporary Type 3 Barricades | 1 | 10 | EA | $ - 0 | ||||
| 1075 | Hay Bales | 1 | 25 | EA | $ - 0 | ||||
| 1076 | Silt Fencing | 1 | 1499 | LF | $ - 0 | ||||
| 1077 | Remove Pavement Markings (Grinding) | 1 | 1000 | SF | $ - 0 | ||||
| 1078 | Remove Traffic Sign, Post, and Foundation | 1 | 100 | EA | $ - 0 | ||||
| 1079 | Remove Guardrail | 1 | 200 | LF | $ - 0 | ||||
| 1080 | CE | Utility Trench 12"wide x 24" deep | 1 | 2203 | LF | $ - 0 | |||
| ELETRICAL | 1 | Estimated Qty | U/I | Unit Price ( Incl O&P, Labor Burden, & G&A) | Price Estimate | ||||
| CLIN | Description | 1 | |||||||
| 1081 | CF | Relocate Light Pole and Assembly (Including Base) | 1 | 9 | EA | $ - 0 | |||
| 1082 | CG | Remove Light Pole and Assembly (Including Base) | 1 | 12 | EA | $ - 0 | |||
| 1083 | CH | Solar Roadway Light | 1 | 21 | EA | $ - 0 | |||
| 1084 | CI | EMT 1/2" to 1" | 1 | 298 | LF | $ - 0 | |||
| 1085 | CJ | Safety Switch 60A | 1 | 6 | EA | $ - 0 | |||
| 1086 | CK | Safety Switch 100A | 1 | 6 | EA | $ - 0 | |||
| 1087 | CL | Circuitbreaker Panelboard 200A | 1 | 3 | EA | $ - 0 | |||
| 1088 | CM | #12-#2 THHN Cu. | 1 | 30 | CLF | $ - 0 | |||
| 1089 | CN | #1/0-#4/0 THHN Cu. | 1 | 12 | CLF | $ - 0 | |||
| 1090 | CO | Metal Light Pole, excl concrete base, 40 ft | 1 | 12 | EA | $ - 0 | |||
| 1091 | CP | Wood Light Pole, 20 ft | 1 | 12 | EA | $ - 0 | |||
| 1092 | CQ | 400W Metal Halid Fixture | 1 | 15 | EA | $ - 0 | |||
| 1093 | CR | Crimp 2 way connectors #6-#2 | 1 | 60 | EA | $ - 0 | |||
| 1094 | CS | Crimp 2 way connectors #1/0-#4/0 | 1 | 45 | EA | $ - 0 | |||
| 1095 | CT | #12-#10 THWN-THHN | 1 | 11 | CLF | $ - 0 | |||
| 1096 | CU | #8-#2 THHN-THWN | 1 | 9 | CLF | $ - 0 | |||
| 1097 | CV | #1/0-#4/0 THWN-THHN | 1 | 30 | CLF | $ - 0 | |||
| 1098 | CW | 3/4" Cu. Clad 10 ft. ground rod | 1 | 30 | EA | $ - 0 | |||
| 1099 | CX | Grnd Rod Clamp 3/4" | 1 | 18 | EA | $ - 0 | |||
| 1100 | CY | Bare Cu. #6 | 1 | 15 | CLF | $ - 0 | |||
| 1101 | CZ | Exothermic Weld (Cadweld) | 1 | 12 | EA | $ - 0 | |||
| 1102 | DA | 1/2"-3/4" RGS | 1 | 596 | LF | $ - 0 | |||
| 1103 | DB | 1"-2" RGS | 1 | 447 | LF | $ - 0 | |||
| 1104 | DC | 1/2"-3/4" RGS elbow | 1 | 42 | EA | $ - 0 | |||
| 1105 | DD | 1"-2" RGS elbow | 1 | 30 | EA | $ - 0 | |||
| 1106 | DE | 1/2"-3/4" Sch 40 PVC | 1 | 149 | LF | $ - 0 | |||
| 1107 | DF | 1"-2" Sch 40 PVC | 1 | 846 | LF | $ - 0 | |||
| 1108 | DG | 1/2"-3/4" Sch 40 PVC adapters | 1 | 30 | EA | $ - 0 | |||
| 1109 | DH | 1"-2" Sch 40 PVC adapters | 1 | 60 | EA | $ - 0 | |||
| 1110 | DI | 1/2"-3/4" Grounding Bushing | 1 | 30 | EA | $ - 0 | |||
| 1111 | DJ | 1"-2" Grounding Bushing | 1 | 24 | EA | $ - 0 | |||
| 1112 | DK | 12"x12"x6" NEMA 1 | 1 | 3 | EA | $ - 0 | |||
| 1113 | DL | 12"x12"x6" NEMA 3R | 1 | 3 | EA | $ - 0 | |||
| 1114 | DM | Hole drilling concrete wall, 1" pipe | 1 | 12 | EA | $ - 0 | |||
| 1115 | DN | Hole drilling concrete wall, 2" pipe | 1 | 12 | EA | $ - 0 | |||
| 1116 | DO | 480VX120/208 3 ph 30KVA | 1 | 3 | EA | $ - 0 | |||
| 1117 | DP | 120V 1 pole bolt on to 50A | 1 | 12 | EA | $ - 0 | |||
| 1118 | DQ | 240V 2 pole bolt on to 50A | 1 | 12 | EA | $ - 0 | |||
| 1119 | DR | 240V 3 pole bolt on to 100A | 1 | 6 | EA | $ - 0 | |||
| 1120 | DS | 277V 1 pole bolt 30A | 1 | 6 | EA | $ - 0 | |||
| 1121 | DT | 480V 2 pole bolt on 60A | 1 | 6 | EA | $ - 0 | |||
| 1122 | DU | 480V 3 pole bolt on to 100A | 1 | 6 | EA | $ - 0 | |||
| 1123 | DV | 3 ph 4 w 120/208V 100A 24 ckt w/breakers MCB | 1 | 3 | EA | $ - 0 | |||
| 1124 | DW | 3 ph 4 w 277/480V 100A 20 ckt w/breakers MCB | 1 | 3 | EA | $ - 0 | |||
| 1125 | DX | 3 ph Fused Disconnect HD 240V 30A Nema 3R | 1 | 5 | EA | $ - 0 | |||
| 1126 | DY | 3 ph Fused Disconnect HD 240V 60A Nema 3R | 1 | 5 | EA | $ - 0 | |||
| 1127 | DZ | 3 ph Fused Disconnect HD 600V 30A Nema 3R | 1 | 4 | EA | $ - 0 | |||
| 1128 | EA | 3 ph Fused Disconnect HD 600V 60A Nema 3R | 1 | 4 | EA | $ - 0 | |||
| 1129 | EB | Single pole, dial | 1 | 7 | EA | $ - 0 | |||
| 1130 | EC | Photocell 2000W | 1 | 16 | EA | $ - 0 | |||
| 1131 | ED | 600V, electrically held 60A | 1 | 6 | EA | $ - 0 | |||
| 1132 | EE | 600V, electrically held 100A | 1 | 4 | EA | $ - 0 | |||
| 1133 | EF | HD Start/Stop | 1 | 11 | EA | $ - 0 | |||
| 1134 | EG | Light Poles, Aluminum, not incl concrete base 20 ft | 1 | 12 | EA | $ - 0 | |||
| 1135 | EH | Light Poles, Aluminum, not incl concrete base 30 ft | 1 | 5 | EA | $ - 0 | |||
| 1136 | EI | Light Poles, Aluminum, not incl concrete base 40 ft | 1 | 4 | EA | $ - 0 | |||
| 1137 | EJ | Area Lighting Fixture pole mtd 400W Metal Halide | 1 | 5 | EA | $ - 0 | |||
| 1138 | EK | Area Lighting Fixture pole mtd 400W HPS | 1 | 9 | EA | $ - 0 | |||
| 1139 | EL | Flood Lighting Fixture pole mtd 175W Metal Halide | 1 | 5 | EA | $ - 0 | |||
| 1140 | EM | Flood Lighting Fixture pole mtd 400W Metal Halide | 1 | 5 | EA | $ - 0 | |||
| 1141 | EN | Flood Lighting Fixture pole mtd 100W HPS | 1 | 5 | EA | $ - 0 | |||
| 1142 | EO | Flood Lighting Fixture pole mtd 150W HPS | 1 | 6 | EA | $ - 0 | |||
| 1143 | EP | Flood Lighting Fixture pole mtd 400W HPS | 1 | 6 | EA | $ - 0 | |||
| 1144 | EQ | 20 ft. Wood Pole Class 3 | 1 | 9 | EA | $ - 0 | |||
| 1145 | ER | 30 ft. Wood Pole Class 3 | 1 | 9 | EA | $ - 0 | |||
| 1146 | ES | 40 ft. Wood Pole Class 3 | 1 | 9 | EA | $ - 0 | |||
| TOTAL | $ - 0 |
NM -Year Option 1
| IDIQ Paving Contract || Fort Bliss, Texas | |||||||||
| Year Option 1 - New Mexico Area | Key | U/I | |||||||
| GENERAL CONDITIONS | QTY | Estimated Qty | U/I | Unit Price ( Incl O&P, Labor Burden, & G&A) | Price Estimate | CY | Cubic Yard | ||
| CLIN | Description | ACR | Acre | ||||||
| 1001 | AA | Haul and dispose of debris | 1 | 437 | CY | $ - 0 | CY | Cubic Yard | |
| 1002 | AB | Clear and Grubbing | 1 | 4 | ACR | $ - 0 | SY | Square Yard | |
| EARTHWORK | 1 | Estimated Qty | U/I | Unit Price ( Incl O&P, Labor Burden, & G&A) | Price Estimate | SF | Square Foot | ||
| CLIN | Description | 1 | LB | Pound | |||||
| 1003 | AC | Excavation | 1 | 1162 | CY | $ - 0 | LF | Linear Foot | |
| 1004 | AD | Fill Material (Borrow Pit) | 1 | 559 | CY | $ - 0 | EA | Each | |
| 1005 | AE | Prepare and Roll Sub-base, up to 8" depth | 1 | 17331 | SY | $ - 0 | CLF | Current Limiting Fuse | |
| 1006 | AF | Base Course Material - Crushed 3/4" stn base, compacted, 4" depth | 1 | 993 | SY | $ - 0 | |||
| 1007 | AG | Base Course Material - Crushed 3/4" stn base, compacted, 6" depth | 1 | 3105 | SY | $ - 0 | |||
| 1008 | AH | Re-compact exist. Base (6" depth) | 1 | 198 | SF | $ - 0 | |||
| 1009 | AI | Finish Grading | 1 | 3037 | SY | $ - 0 | |||
| CONCRETE | 1 | Estimated Qty | U/I | Unit Price ( Incl O&P, Labor Burden, & G&A) | Price Estimate | ||||
| CLIN | Description | 1 | |||||||
| 1010 | AJ | Demo-Reinf concrete pavement | 1 | 36 | CY | $ - 0 | |||
| 1011 | AK | Sawcut reinforced. concrete slab up to 4" depth | 1 | 36 | LF | $ - 0 | |||
| 1012 | AL | 4" Conc. slab/reinf w/ 6X6-W1.4XW1.4, broomed finish, no base - See details | 1 | 3765 | SF | $ - 0 | |||
| 1013 | AM | Portland Cement Concrete Pavement -8" thick (f'c=4,000 psi) | 1 | 788 | SY | $ - 0 | |||
| 1014 | AN | Reinforcing steel #3 to #6 bars | 1 | 17956 | LB | $ - 0 | |||
| 1015 | AO | New Curb & Gutter (24"X6") - See details | 1 | 239 | LF | $ - 0 | |||
| PAVING ASPHALT | 1 | Estimated Qty | U/I | Unit Price ( Incl O&P, Labor Burden, & G&A) | Price Estimate | ||||
| CLIN | Description | 1 | |||||||
| 1016 | AP | Demo- Bituminous asphalt pavement < = 3" thick | 1 | 54 | SY | $ - 0 | |||
| 1017 | AQ | Sawcut Asphalt up to 3" depth | 1 | 75 | LF | $ - 0 | |||
| 1018 | AR | Prime or Tack Coat | 1 | 273 | SY | $ - 0 | |||
| 1019 | AS | Install 2" deep HMAC, Type "B", "C", or "D" | 1 | 5417 | SY | $ - 0 | |||
| 1020 | AT | Overlay HMAC 1" to 2" Type "B", "C", or "D" | 1 | 437 | SY | $ - 0 | |||
| 1021 | AU | COLD MILLING 1" to 1-1/2" deep Asphaltic Pavement | 1 | 88 | SY | $ - 0 | |||
| 1022 | AV | Heater Scarifying of Bituminous (1-1/2" depth) | 1 | 218 | SY | $ - 0 | |||
| 1023 | AW | Asphalt Patching (Sawcut, Base prep, and Prime) | 1 | 146 | SY | $ - 0 | |||
| 1024 | AX | Pavement Slurry Sealer-(one coat) | 1 | 643 | SY | $ - 0 | |||
| 1025 | AY | Sealcoating, 2 coat coal tar pitch emulsion | 1 | 309 | SY | $ - 0 | |||
| 1026 | AZ | Sealant for Cracked Asphalt - 1" wide x 2" deep | 1 | 213 | LF | $ - 0 | |||
| STORM DRAIN SYSTEMS | 1 | Estimated Qty | U/I | Unit Price ( Incl O&P, Labor Burden, & G&A) | Price Estimate | ||||
| CLIN | Description | 1 | |||||||
| 1027 | BA | 18” Corrugated Metal Pipe, Galvanized, (16 ga) | 1 | 29 | LF | $ - 0 | |||
| 1028 | BB | 18" RCP Pipe (Class III) | 1 | 58 | LF | $ - 0 | |||
| 1029 | BC | 24" to 36" RCP Pipe (Class III) | 1 | 58 | LF | $ - 0 | |||
| 1030 | BD | Class C Concrete Collar - See details | 1 | 4 | EA | $ - 0 | |||
| 1031 | BE | Concrete Box Culvert (5ft x 3ft) - See details | 1 | 4 | LF | $ - 0 | |||
| 1032 | BF | Inlet Complete Special (Type I, II, & III) - See detail | 1 | 1 | EA | $ - 0 | |||
| 1033 | BG | Concrete Flume (Class B) - See detail | 1 | 6 | CY | $ - 0 | |||
| 1034 | BH | Rip-Rap 6" thickness, not grouted | 1 | 6 | SY | $ - 0 | |||
| 1035 | BI | Rip-Rap (Concrete Class B) (4" to 6") - See detail | 1 | 4 | CY | $ - 0 | |||
| 1036 | Remove Storm Drain Pipe (Up to 36" Diameter) | 1 | 101 | LF | $ - 0 | ||||
| 1037 | BJ | Gabion Box Systems, 12" deep | 1 | 11 | SY | $ - 0 | |||
| 1038 | BK | Cement Stabilized Backfill | 1 | 36 | CY | $ - 0 | |||
| MISCELLANEOUS | 1 | Estimated Qty | U/I | Unit Price ( Incl O&P, Labor Burden, & G&A) | Price Estimate | ||||
| CLIN | Description | 1 | |||||||
| 1039 | BL | Topographic Survey, conventional | 1 | 1 | ACR | $ - 0 | |||
| 1040 | Density Test by Nuclear Method (Sub-Grade & Base) | 1 | 6 | EA | $ - 0 | ||||
| 1041 | Moisture/Density Relationship Proctor ASTM D1557, D698 (Sub-Grade & Base) | 1 | 6 | EA | $ - 0 | ||||
| 1042 | Compressive Strength of Cylinders & Concrete Cores (ASTM C39) | 1 | 6 | EA | $ - 0 | ||||
| 1043 | Slump Test | 1 | 6 | EA | $ - 0 | ||||
| 1044 | Density Test by Nuclear Method ASTM D6939 (Asphalt) | 1 | 6 | EA | $ - 0 | ||||
| 1045 | Quantitative Extraction / Sieve Analysis Gradation ASTM D2172 | 1 | 6 | EA | $ - 0 | ||||
| 1046 | Marshall Density, Stability & Flow ASTM 2726, D6926, & D6927 | 1 | 6 | EA | $ - 0 | ||||
| 1047 | Theoretical Maximum Specific Gravity & Density ASTM D2041 | 1 | 6 | EA | $ - 0 | ||||
| 1048 | Bulk Specific Gravity and Density of Asphalt Pavent Cores (ASTM D2726) | 1 | 6 | EA | $ - 0 | ||||
| 1049 | Asphalt Core Measurement ASTM D3549 | 1 | 6 | EA | $ - 0 | ||||
| 1050 | BM | Moisture & density test by nuclear method | 1 | 49 | EA | $ - 0 | |||
| 1051 | BN | ADA Ramp w/truncated dome mat - See details | 1 | 2 | EA | $ - 0 | |||
| 1052 | BO | 24” x 24” Traffic Reflectorized Sign w/post and break away - installed - See detail | 1 | 5 | EA | $ - 0 | |||
| 1053 | BP | Solar Powered Pedestrian Sign - See detail | 1 | 1 | EA | $ - 0 | |||
| 1054 | BQ | Reflectorized Thermoplastic Single Solid Traffic Striping (4" Wide) | 1 | 7045 | LF | $ - 0 | |||
| 1055 | BR | Reflectorized Thermoplastic Symbol: Arrow | 1 | 327 | SF | $ - 0 | |||
| 1056 | BS | Concrete Wheel Stops - See detail | 1 | 7 | EA | $ - 0 | |||
| 1057 | BT | Remove Chain Link Fence | 1 | 1448 | LF | $ - 0 | |||
| 1058 | BU | Chain Link Fence, Schedule 40, 3 Strands barb wire, 2" post @ 10' O.C., set in concrete, 6ft high, 9 ga. Wire, galv. Steel, - See detail | 1 | 834 | LF | $ - 0 | |||
| 1059 | BV | Privacy slats, vertical, vinyl | 1 | 249 | SF | $ - 0 | |||
| 1060 | BW | Privacy slats, diagonal, aluminum | 1 | 249 | SF | $ - 0 | |||
| 1061 | BX | Rockwall 1ft width - See detail | 1 | 73 | SF | $ - 0 | |||
| 1062 | BY | Vehicle Guide Rails, Corrugated stl, galv. Stl posts 6'-3" O.C. - See detail | 1 | 16 | LF | $ - 0 | |||
| 1063 | BZ | Vehicle Guide Rails, End Sections, galvanized, flared | 1 | 9 | EA | $ - 0 | |||
| 1064 | CA | Vehicle Guide Rails, Wrap around end | 1 | 10 | EA | $ - 0 | |||
| 1065 | CB | 1-1/4" Pea Gravel | 1 | 70 | CY | $ - 0 | |||
| 1066 | CC | 1 ¼" Franklin Red Rock w/6 mil plastic - 2" deep | 1 | 291 | SF | $ - 0 | |||
| 1067 | CD | 3/4" Desert Tan Rock w/6 mil plastic - 2" deep | 1 | 291 | SF | $ - 0 | |||
| 1068 | Traffic Control Plan Design | 1 | 5 | EA | $ - 0 | ||||
| 1069 | 28" Min Tubular With Two Retroflective Bands | 1 | 33 | EA | $ - 0 | ||||
| 1070 | Temporary Striping | 1 | 175 | LF | $ - 0 | ||||
| 1071 | Temporary Barrels | 1 | 22 | EA | $ - 0 | ||||
| 1072 | Temporary signs 36"x36" | 1 | 17 | EA | $ - 0 | ||||
| 1073 | Temporary Jersey Barriers | 1 | 32 | EA | $ - 0 | ||||
| 1074 | Temporary Type 3 Barricades | 1 | 5 | EA | $ - 0 | ||||
| 1075 | Hay Bales | 1 | 10 | EA | $ - 0 | ||||
| 1076 | Silt Fencing | 1 | 769 | LF | $ - 0 | ||||
| 1077 | Remove Pavement Markings (Grinding) | 1 | 778 | SF | $ - 0 | ||||
| 1078 | Remove Traffic Sign, Post, and Foundation | 1 | 60 | EA | $ - 0 | ||||
| 1079 | Remove Guardrail | 1 | 120 | LF | $ - 0 | ||||
| 1080 | CE | Utility Trench 12"wide x 24" deep | 1 | 546 | LF | $ - 0 | |||
| ELETRICAL | 1 | Estimated Qty | U/I | Unit Price ( Incl O&P, Labor Burden, & G&A) | Price Estimate | ||||
| CLIN | Description | 1 | |||||||
| 1081 | CF | Relocate Light Pole and Assembly (Including Base) | 1 | 2 | EA | $ - 0 | |||
| 1082 | CG | Remove Light Pole and Assembly (Including Base) | 1 | 3 | EA | $ - 0 | |||
| 1083 | CH | Solar Roadway Light | 1 | 4 | EA | $ - 0 | |||
| 1084 | CI | EMT 1/2" to 1" | 1 | 74 | LF | $ - 0 | |||
| 1085 | CJ | Safety Switch 60A | 1 | 1 | EA | $ - 0 | |||
| 1086 | CK | Safety Switch 100A | 1 | 1 | EA | $ - 0 | |||
| 1087 | CL | Circuitbreaker Panelboard 200A | 1 | 1 | EA | $ - 0 | |||
| 1088 | CM | #12-#2 THHN Cu. | 1 | 7 | CLF | $ - 0 | |||
| 1089 | CN | #1/0-#4/0 THHN Cu. | 1 | 3 | CLF | $ - 0 | |||
| 1090 | CO | Metal Light Pole, excl concrete base, 40 ft | 1 | 3 | EA | $ - 0 | |||
| 1091 | CP | Wood Light Pole, 20 ft | 1 | 3 | EA | $ - 0 | |||
| 1092 | CQ | 400W Metal Halid Fixture | 1 | 4 | EA | $ - 0 | |||
| 1093 | CR | Crimp 2 way connectors #6-#2 | 1 | 15 | EA | $ - 0 | |||
| 1094 | CS | Crimp 2 way connectors #1/0-#4/0 | 1 | 11 | EA | $ - 0 | |||
| 1095 | CT | #12-#10 THWN-THHN | 1 | 3 | CLF | $ - 0 | |||
| 1096 | CU | #8-#2 THHN-THWN | 1 | 2 | CLF | $ - 0 | |||
| 1097 | CV | #1/0-#4/0 THWN-THHN | 1 | 7 | CLF | $ - 0 | |||
| 1098 | CW | 3/4" Cu. Clad 10 ft. ground rod | 1 | 7 | EA | $ - 0 | |||
| 1099 | CX | Grnd Rod Clamp 3/4" | 1 | 4 | EA | $ - 0 | |||
| 1100 | CY | Bare Cu. #6 | 1 | 4 | CLF | $ - 0 | |||
| 1101 | CZ | Exothermic Weld (Cadweld) | 1 | 3 | EA | $ - 0 | |||
| 1102 | DA | 1/2"-3/4" RGS | 1 | 148 | LF | $ - 0 | |||
| 1103 | DB | 1"-2" RGS | 1 | 111 | LF | $ - 0 | |||
| 1104 | DC | 1/2"-3/4" RGS elbow | 1 | 10 | EA | $ - 0 | |||
| 1105 | DD | 1"-2" RGS elbow | 1 | 7 | EA | $ - 0 | |||
| 1106 | DE | 1/2"-3/4" Sch 40 PVC | 1 | 37 | LF | $ - 0 | |||
| 1107 | DF | 1"-2" Sch 40 PVC | 1 | 210 | LF | $ - 0 | |||
| 1108 | DG | 1/2"-3/4" Sch 40 PVC adapters | 1 | 7 | EA | $ - 0 | |||
| 1109 | DH | 1"-2" Sch 40 PVC adapters | 1 | 15 | EA | $ - 0 | |||
| 1110 | DI | 1/2"-3/4" Grounding Bushing | 1 | 7 | EA | $ - 0 | |||
| 1111 | DJ | 1"-2" Grounding Bushing | 1 | 6 | EA | $ - 0 | |||
| 1112 | DK | 12"x12"x6" NEMA 1 | 1 | 1 | EA | $ - 0 | |||
| 1113 | DL | 12"x12"x6" NEMA 3R | 1 | 1 | EA | $ - 0 | |||
| 1114 | DM | Hole drilling concrete wall, 1" pipe | 1 | 3 | EA | $ - 0 | |||
| 1115 | DN | Hole drilling concrete wall, 2" pipe | 1 | 3 | EA | $ - 0 | |||
| 1116 | DO | 480VX120/208 3 ph 30KVA | 1 | 1 | EA | $ - 0 | |||
| 1117 | DP | 120V 1 pole bolt on to 50A | 1 | 3 | EA | $ - 0 | |||
| 1118 | DQ | 240V 2 pole bolt on to 50A | 1 | 3 | EA | $ - 0 | |||
| 1119 | DR | 240V 3 pole bolt on to 100A | 1 | 1 | EA | $ - 0 | |||
| 1120 | DS | 277V 1 pole bolt 30A | 1 | 1 | EA | $ - 0 | |||
| 1121 | DT | 480V 2 pole bolt on 60A | 1 | 1 | EA | $ - 0 | |||
| 1122 | DU | 480V 3 pole bolt on to 100A | 1 | 1 | EA | $ - 0 | |||
| 1123 | DV | 3 ph 4 w 120/208V 100A 24 ckt w/breakers MCB | 1 | 1 | EA | $ - 0 | |||
| 1124 | DW | 3 ph 4 w 277/480V 100A 20 ckt w/breakers MCB | 1 | 1 | EA | $ - 0 | |||
| 1125 | DX | 3 ph Fused Disconnect HD 240V 30A Nema 3R | 1 | 1 | EA | $ - 0 | |||
| 1126 | DY | 3 ph Fused Disconnect HD 240V 60A Nema 3R | 1 | 1 | EA | $ - 0 | |||
| 1127 | DZ | 3 ph Fused Disconnect HD 600V 30A Nema 3R | 1 | 1 | EA | $ - 0 | |||
| 1128 | EA | 3 ph Fused Disconnect HD 600V 60A Nema 3R | 1 | 1 | EA | $ - 0 | |||
| 1129 | EB | Single pole, dial | 1 | 2 | EA | $ - 0 | |||
| 1130 | EC | Photocell 2000W | 1 | 4 | EA | $ - 0 | |||
| 1131 | ED | 600V, electrically held 60A | 1 | 2 | EA | $ - 0 | |||
| 1132 | EE | 600V, electrically held 100A | 1 | 1 | EA | $ - 0 | |||
| 1133 | EF | HD Start/Stop | 1 | 3 | EA | $ - 0 | |||
| 1134 | EG | Light Poles, Aluminum, not incl concrete base 20 ft | 1 | 3 | EA | $ - 0 | |||
| 1135 | EH | Light Poles, Aluminum, not incl concrete base 30 ft | 1 | 1 | EA | $ - 0 | |||
| 1136 | EI | Light Poles, Aluminum, not incl concrete base 40 ft | 1 | 1 | EA | $ - 0 | |||
| 1137 | EJ | Area Lighting Fixture pole mtd 400W Metal Halide | 1 | 1 | EA | $ - 0 | |||
| 1138 | EK | Area Lighting Fixture pole mtd 400W HPS | 1 | 2 | EA | $ - 0 | |||
| 1139 | EL | Flood Lighting Fixture pole mtd 175W Metal Halide | 1 | 1 | EA | $ - 0 | |||
| 1140 | EM | Flood Lighting Fixture pole mtd 400W Metal Halide | 1 | 1 | EA | $ - 0 | |||
| 1141 | EN | Flood Lighting Fixture pole mtd 100W HPS | 1 | 1 | EA | $ - 0 | |||
| 1142 | EO | Flood Lighting Fixture pole mtd 150W HPS | 1 | 2 | EA | $ - 0 | |||
| 1143 | EP | Flood Lighting Fixture pole mtd 400W HPS | 1 | 2 | EA | $ - 0 | |||
| 1144 | EQ | 20 ft. Wood Pole Class 3 | 1 | 2 | EA | $ - 0 | |||
| 1145 | ER | 30 ft. Wood Pole Class 3 | 1 | 2 | EA | $ - 0 | |||
| 1146 | ES | 40 ft. Wood Pole Class 3 | 1 | 2 | EA | $ - 0 | |||
| TOTAL | $ - 0 |
File details come from the government source that posted it.