Tabulation of Bids for Project F 2B24(464)
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County: | HARRIS | Let Date: | 09/05/24 |
Type: | REHAB OF TRAFFIC MANAGEMENT | Seq No: | 3013 |
Time: | 195 WORKING DAYS | Project ID: | F 2B24(464) |
Highway: | SH 249 | Contract #: | 09243013 |
Length: | 8.851 | CCSJ: | 0720-03-152 |
Limits: | |||
From: | 0.2 MI. NORTH OF HOLLISTER RD. | Check: | $100,000 |
To: | 0.46 MI. NORTH OF GREGSON RD. | Misc Cost: |
Estimate | $9,898,221.06 | % Over/Under | Company |
Bidder 1 | $7,878,085.95 | -20.41% | JAMES CONSTRUCTION GROUP, LLC |
Bidder 2 | $7,895,977.60 | -20.23% | ISI CONTRACTING, INC. |
Bidder 3 | $9,736,461.16 | -1.63% | MC2 CIVIL, LLC |
Item Code | Description | Unit | Quantity | Unit Est. | Bidder | Unit Bid |
1047003 | REMOV CONC (MOWSTRIP) | SY | 3,590.000 | 17.55 | 1 2 3 | 13.250 8.000 40.000 |
4167031 | DRILL SHAFT (SIGN MTS) (42 IN) | LF | 258.000 | 350.00 | 1 2 3 | 457.410 375.000 475.000 |
4277002 | CONCRETE PAINT FINISH | SF | 359,652.000 | 3.15 | 1 2 3 | 0.240 0.250 0.300 |
4327013 | RIPRAP (MOW STRIP)(4 IN) | CY | 408.000 | 350.00 | 1 2 3 | 606.040 605.000 1,200.000 |
4517024 | RETROFIT RAIL (TY SSTR) | LF | 7,848.000 | 195.76 | 1 2 3 | 80.070 115.000 150.000 |
5007001 | MOBILIZATION | LS | 1.000 | 700,000.00 | 1 2 3 | 785,400.000 748,500.000 970,000.000 |
5027001 | BARRICADES, SIGNS AND TRAFFIC HANDLING | MO | 10.000 | 10,000.00 | 1 2 3 | 50,000.000 23,750.000 12,000.000 |
5037001 | PORTABLE CHANGEABLE MESSAGE SIGN | DAY | 404.000 | 200.00 | 1 2 3 | 53.810 130.000 75.000 |
5057001 | TMA (STATIONARY) | DAY | 390.000 | 220.00 | 1 2 3 | 170.570 220.000 300.000 |
5057002 | TMA (MOBILE OPERATION) | HR | 96.000 | 350.00 | 1 2 3 | 104.110 95.000 60.000 |
5127013 | PORT CTB (DES SOURCE)(SGL SLP)(TY 1) | LF | 10,560.000 | 36.98 | 1 2 3 | 12.000 11.000 15.000 |
5127025 | PORT CTB (MOVE)(SGL SLP)(TY 1) | LF | 63,360.000 | 7.00 | 1 2 3 | 5.080 5.500 8.000 |
5127037 | PORT CTB (STKPL)(SGL SLP)(TY 1) | LF | 10,560.000 | 8.00 | 1 2 3 | 10.070 10.000 5.000 |
5127041 | PORT CTB (STKPL)(F-SHAPE)(TY 1) | LF | 45,226.000 | 5.00 | 1 2 3 | 8.000 7.000 7.000 |
5147001 | PERM CTB (SGL SLOPE) (TY 1) (42 ) | LF | 36,732.000 | 75.00 | 1 2 3 | 70.230 77.000 100.000 |
5147002 | PERM CTB (SGL SLOPE) (TY 3) (42 ) | LF | 231.000 | 340.00 | 1 2 3 | 226.340 225.000 450.000 |
5147003 | PERM CTB (SGL SLOPE) (TY 4) (42 ) | LF | 1,700.000 | 125.00 | 1 2 3 | 113.140 200.000 10.000 |
5407001 | MTL W-BEAM GD FEN (TIM POST) | LF | 7,575.000 | 25.00 | 1 2 3 | 22.220 22.000 26.500 |
5407005 | MTL BEAM GD FEN TRANS (THRIE-BEAM) | EA | 15.000 | 2,000.00 | 1 2 3 | 1,670.340 1,600.000 2,200.000 |
5407015 | DOWNSTREAM ANCHOR TERMINAL SECTION | EA | 19.000 | 1,500.00 | 1 2 3 | 1,349.620 1,300.000 1,250.000 |
5407029 | MTL BM GD FEN TRANS (ANCHOR PLATE) | EA | 15.000 | 960.00 | 1 2 3 | 930.960 900.000 1,250.000 |
5427001 | REMOVE METAL BEAM GUARD FENCE | LF | 7,270.000 | 3.50 | 1 2 3 | 2.150 2.100 2.250 |
5427002 | REMOVE TERMINAL ANCHOR SECTION | EA | 6.000 | 270.00 | 1 2 3 | 161.440 161.000 200.000 |
5427003 | REMOVE DOWNSTREAM ANCHOR TERMINAL | EA | 14.000 | 200.00 | 1 2 3 | 161.440 161.000 200.000 |
5427004 | RM MTL BM GD FENCE TRANS (THRIE-BEAM) | EA | 15.000 | 18.00 | 1 2 3 | 193.730 193.000 230.000 |
5447001 | GUARDRAIL END TREATMENT (INSTALL) | EA | 28.000 | 4,100.00 | 1 2 3 | 3,229.830 3,064.000 3,100.000 |
5447003 | GUARDRAIL END TREATMENT (REMOVE) | EA | 28.000 | 200.00 | 1 2 3 | 193.730 190.000 300.000 |
5457002 | CRASH CUSH ATTEN (MOVE & RESET) | EA | 18.000 | 1,485.00 | 1 2 3 | 2,690.630 2,600.000 1,500.000 |
5457004 | CRASH CUSH ATTEN (REMOVE) | EA | 4.000 | 2,250.00 | 1 2 3 | 1,937.250 1,900.000 1,000.000 |
5457006 | CRASH CUSH ATTEN (INSTL)(L)(N)(TL3) | EA | 1.000 | 18,000.00 | 1 2 3 | 27,713.440 26,468.000 34,500.000 |
5457018 | CCA (INSTL)(N)(TL3)(WORK ZONE) | EA | 3.000 | 18,215.00 | 1 2 3 | 9,740.060 9,423.000 9,500.000 |
6107008 | REMOVE RD IL ASM (CTB MOUNT) | EA | 8.000 | 902.10 | 1 2 3 | 968.630 611.000 1,000.000 |
6107173 | IN RD IL (TY SP) 48S-8-8 (400W EQ) LED | EA | 8.000 | 6,454.00 | 1 2 3 | 8,233.310 5,706.000 8,500.000 |
6187054 | CONDT (PVC) (SCH 80) (2") | LF | 1,759.000 | 19.36 | 1 2 3 | 13.940 9.500 14.000 |
6187055 | CONDT (PVC) (SCH 80) (2") (BORE) | LF | 270.000 | 32.84 | 1 2 3 | 30.140 16.000 31.000 |
6207007 | ELEC CONDR (NO.8) BARE | LF | 2,032.000 | 1.93 | 1 2 3 | 2.640 1.000 2.750 |
6207008 | ELEC CONDR (NO.8) INSULATED | LF | 4,064.000 | 2.15 | 1 2 3 | 2.850 1.500 3.000 |
6247008 | GROUND BOX TY D (162922)W/APRON | EA | 2.000 | 1,600.00 | 1 2 3 | 1,711.240 1,181.000 1,750.000 |
6367003 | ALUMINUM SIGNS (TY O) | SF | 1,211.250 | 40.00 | 1 2 3 | 30.140 26.000 31.000 |
6507089 | INS OH SN SUP(80 FT BRDG) | EA | 1.000 | 85,450.00 | 1 2 3 | 105,472.500 71,860.000 108,000.000 |
6507094 | INS OH SN SUP(85 FT BRDG) | EA | 1.000 | 87,450.00 | 1 2 3 | 101,167.500 71,021.000 104,000.000 |
6507104 | INS OH SN SUP(95 FT BRDG) | EA | 1.000 | 96,800.00 | 1 2 3 | 113,006.250 81,820.000 115,000.000 |
6507193 | REMOVE OVERHD SIGN SUP | EA | 3.000 | 3,928.00 | 1 2 3 | 9,148.130 5,957.000 9,500.000 |
6587012 | INSTL DEL ASSM (D-SW)SZ 1(BRF)CTB | EA | 121.000 | 25.00 | 1 2 3 | 13.450 13.000 23.000 |
6587013 | INSTL DEL ASSM (D-SW)SZ 1(BRF)CTB (BI) | EA | 448.000 | 25.00 | 1 2 3 | 17.220 17.000 23.000 |
6587048 | INSTL DEL ASSM (D-DW)SZ 1(BRF)GF2 | EA | 137.000 | 22.00 | 1 2 3 | 22.600 22.000 29.000 |
6667236 | RE PM TY III (W)(6")(SLD) | LF | 87,240.000 | 1.00 | 1 2 3 | 0.730 0.500 0.680 |
6667237 | RE PM TY III (W)(6")(BRK) | LF | 63,990.000 | 1.35 | 1 2 3 | 0.730 0.500 0.680 |
6667238 | RE PM TY III (W)(6")(DOT) | LF | 1,098.000 | 1.90 | 1 2 3 | 3.230 2.500 3.000 |
6667239 | RE PM TY III (W)(8")(SLD) | LF | 25,612.000 | 1.50 | 1 2 3 | 3.230 2.500 3.000 |
6667242 | RE PM TY III (W)(12")(SLD) | LF | 15,881.000 | 2.00 | 1 2 3 | 5.870 4.500 5.500 |
6667243 | RE PM TY III (W)(12")(DOT) | LF | 2,776.000 | 2.00 | 1 2 3 | 5.870 4.500 5.500 |
6667248 | RE PM TY III (Y)(6")(SLD) | LF | 86,565.000 | 1.00 | 1 2 3 | 0.730 0.550 0.680 |
6667262 | RE PM TY III (BLK)(6")(SHADOW) | LF | 63,990.000 | 0.75 | 1 2 3 | 0.730 0.550 0.680 |
6667347 | PAVEMENT SLER 6" | LF | 302,883.000 | 0.35 | 1 2 3 | 0.010 0.010 0.010 |
6667348 | PAVEMENT SLER 8" | LF | 25,612.000 | 0.40 | 1 2 3 | 0.010 0.020 0.010 |
6667350 | PAVEMENT SLER 12" | LF | 18,657.000 | 1.00 | 1 2 3 | 0.010 0.020 0.010 |
6667353 | PAVEMENT SLER (ARROW) | EA | 23.000 | 15.00 | 1 2 3 | 10.760 7.760 10.000 |
6667354 | PAVEMENT SLER (WORD) | EA | 2.000 | 15.00 | 1 2 3 | 10.770 7.760 10.000 |
6667356 | PAVEMENT SLER (DBL ARROW) | EA | 21.000 | 15.00 | 1 2 3 | 10.760 7.760 10.000 |
6687091 | PREFAB PM TY C (W)(ARROW) | EA | 23.000 | 250.00 | 1 2 3 | 332.040 239.410 300.000 |
6687093 | PREFAB PM TY C (W)(DBL ARROW) | EA | 2.000 | 350.00 | 1 2 3 | 469.960 338.860 440.000 |
6687103 | PREFAB PM TY C (W)(WORD) | EA | 21.000 | 250.00 | 1 2 3 | 405.700 292.530 375.000 |
6727006 | REFL PAV MRKR TY II-C-R | EA | 4,781.000 | 5.00 | 1 2 3 | 6.460 4.660 6.000 |
6777002 | ELIM EXT PM & MRKS (6") | LF | 302,883.000 | 0.45 | 1 2 3 | 0.330 0.240 0.300 |
6777004 | ELIM EXT PM & MRKS (8") | LF | 25,612.000 | 0.85 | 1 2 3 | 0.600 0.430 0.550 |
6777006 | ELIM EXT PM & MRKS (12") | LF | 18,657.000 | 1.25 | 1 2 3 | 2.150 1.550 2.000 |
6777009 | ELIM EXT PM & MRKS (ARROW) | EA | 23.000 | 50.00 | 1 2 3 | 80.720 58.200 75.000 |
6777010 | ELIM EXT PM & MRKS (DBL ARROW) | EA | 2.000 | 65.00 | 1 2 3 | 80.720 58.200 75.000 |
6777015 | ELIM EXT PM & MRKS (WORD) | EA | 21.000 | 50.00 | 1 2 3 | 80.720 58.200 75.000 |
6787002 | PAV SURF PREP FOR MRK (6") | LF | 302,883.000 | 0.02 | 1 2 3 | 0.030 0.020 0.030 |
6787004 | PAV SURF PREP FOR MRK (8") | LF | 25,612.000 | 0.11 | 1 2 3 | 0.040 0.030 0.040 |
6787006 | PAV SURF PREP FOR MRK (12") | LF | 18,657.000 | 0.25 | 1 2 3 | 0.060 0.050 0.060 |
6787009 | PAV SURF PREP FOR MRK (ARROW) | EA | 23.000 | 15.00 | 1 2 3 | 10.760 7.760 10.000 |
6787010 | PAV SURF PREP FOR MRK (DBL ARROW) | EA | 2.000 | 20.00 | 1 2 3 | 10.770 7.760 10.000 |
6787016 | PAV SURF PREP FOR MRK (WORD) | EA | 21.000 | 15.00 | 1 2 3 | 10.760 7.760 10.000 |
6787033 | PAV SURF PREP FOR MRK (RPM) | EA | 4,781.000 | 0.20 | 1 2 3 | 0.110 0.080 0.100 |