Mulholland Highway and Stokes Canyon Road, et al.
$4,970,000.00
01/30/2018
586 (A7),626 (A1),625 (J3),625 (J2),625 (H6),625 (H5),625 (H4),625 (H3),589 (D5),589 (D4),589 (D3),589 (D2),589 (C5),589 (C4),589 (C3),589 (C2),589 (B5),588 (J4),588 (J3),588 (H4),586 (F7),586 (E7),586 (E6),586 (D7),586 (D6),586 (C7),586 (C6),586 (B7)
4
* Non-standard items are shaded yellow
| Item Code | Description | % of Total Project | Quantity | Unit | Engineer's Estimate | Low Bidder Item Bid | Amount | Average Item Bid | Median Item Bid |
| 001.06.001 | CONSTRUCTION SCHEDULE (BASELINE) (STIPULATED UNIT PRICE OF $2,000) |
0.04
| 1 | LS | $2,000.00 | $2,000.00 |
$2,000.00
| $2,000.00 | $2,000.00 |
| 001.06.006 | CONSTRUCTION SCHEDULE (UPDATE) (STIPULATED UNIT PRICE OF $500/MONTH) |
0.03
| 3 | MTH | $500.00 | $500.00 |
$1,500.00
| $500.00 | $500.00 |
| 001.06.009 | CONSTRUCTION SCHEDULE (AS-BUILT) (STIPULATED UNIT PRICE OF $1,000) |
0.02
| 1 | LS | $1,000.00 | $1,000.00 |
$1,000.00
| $1,000.00 | $1,000.00 |
| 001.07.004 | PREPARATION OF THE SWPPP (STIPULATED UNIT PRICE OF $5,000) |
0.10
| 1 | LS | $5,000.00 | $5,000.00 |
$5,000.00
| $5,000.00 | $5,000.00 |
| 001.07.007 | IMPLEMENTATION OF THE SWPPP |
3.27
| 1 | LS | $15,000.00 | $162,600.00 |
$162,600.00
| $51,650.00 | $15,500.00 |
| 001.09.003 | MOBILIZATION |
6.38
| 1 | LS | $150,000.00 | $317,184.54 |
$317,184.54
| $301,546.14 | $270,592.27 |
| 300.01.003 | CLEARING AND GRUBBING |
0.85
| 1 | LS | $20,000.00 | $42,000.00 |
$42,000.00
| $22,150.00 | $20,000.00 |
| 300.01.065 | CONCRETE REMOVAL (NON-REINFORCED) |
0.03
| 2 | CY | $700.00 | $850.00 |
$1,700.00
| $1,087.50 | $600.00 |
| 300.02.003 | UNCLASSIFIED EXCAVATION |
2.84
| 940 | CY | $100.00 | $150.00 |
$141,000.00
| $163.00 | $160.00 |
| 300.03.005 | SHOULDER GRADING |
0.26
| 3 | MI | $5,000.00 | $4,300.00 |
$12,900.00
| $9,300.00 | $8,450.00 |
| 300.05.002 | IMPORTED BORROW |
0.81
| 505 | CY | $65.00 | $80.00 |
$40,400.00
| $54.18 | $55.10 |
| 301.02.005 | CRUSHED MISCELLANEOUS BASE |
0.08
| 46 | CY | $350.00 | $88.00 |
$4,048.00
| $146.75 | $126.00 |
| 302.01.005 | COLD MILL AC PAVEMENT (0 - 1-1/2") |
0.25
| 7805 | SF | $1.00 | $1.60 |
$12,488.00
| $1.81 | $1.63 |
| 302.01.007 | COLD MILL AC PAVEMENT (> 1-1/2 - 3") |
2.04
| 241863 | SF | $0.25 | $0.42 |
$101,582.46
| $0.39 | $0.41 |
| 302.05.013 | AC PAVEMENT |
2.14
| 1066 | TON | $160.00 | $100.00 |
$106,600.00
| $112.85 | $103.70 |
| 302.05.016 | AC PAVEMENT(DRIVEWAYS) |
0.52
| 137 | TON | $150.00 | $187.00 |
$25,619.00
| $241.95 | $251.00 |
| 302.05.017 | AC PAVEMENT(INVERTED SHOULDERS) |
1.54
| 534 | TON | $200.00 | $143.00 |
$76,362.00
| $158.85 | $159.00 |
| 302.05.018 | AC PAVEMENT(DIGOUTS) |
0.11
| 42 | TON | $150.00 | $135.00 |
$5,670.00
| $183.10 | $142.50 |
| 302.05.025 | DOUBLE ADJUST MANHOLE |
0.27
| 12 | EA | $1,000.00 | $1,100.00 |
$13,200.00
| $1,075.00 | $1,100.00 |
| 302.09.003 | ASPHALT RUBBER HOT MIX |
30
| 14201 | TON | $94.00 | $105.00 |
$1,491,105.00
| $104.09 | $103.68 |
| 302.09.005 | ASPHALT RUBBER HOT MIX (TEST STRIP) |
1.13
| 500 | TON | $100.00 | $112.00 |
$56,000.00
| $123.50 | $119.00 |
| 302.10.003 | ASPHALT RUBBER AND AGGREGATE MEMBRANE |
3.18
| 26333 | SY | $6.00 | $6.00 |
$157,998.00
| $5.55 | $5.50 |
| 302.15.003 | CIR AC PAVEMENT, 3" THICK |
18.81
| 116830 | SY | $5.00 | $8.00 |
$934,640.00
| $9.55 | $9.60 |
| 302.15.007 | EMULSIFIED RECYCLING AGENT |
9.13
| 698 | TON | $700.00 | $650.00 |
$453,700.00
| $610.50 | $611.00 |
| 304.06.003 | REMOVE AND DISPOSE OF EXISTING GUARDRAIL (INCLUDING POSTS) |
0.77
| 2565 | LF | $10.00 | $15.00 |
$38,475.00
| $10.82 | $14.00 |
| 304.06.009 | TRANSPORTATION AND DISPOSAL OF TREATED WOOD WASTE |
0.21
| 42640 | LB | $0.35 | $0.25 |
$10,660.00
| $3.02 | $0.24 |
| 304.06.013 | METAL BEAM GUARD RAILING (STEEL POST W/ PLASTIC BLOCK) |
0.52
| 414 | LF | $50.00 | $63.00 |
$26,082.00
| $60.08 | $61.15 |
| 304.06.019 | MIDWEST GUARDRAIL SYSTEM (STEEL POST W/ PLASTIC BLOCK) |
0.76
| 620 | LF | $50.00 | $61.00 |
$37,820.00
| $59.34 | $60.50 |
| 304.06.025 | FLARED TERMINAL SYSTEM (TYPE X-TENSION- W/ STEEL POSTS) |
0.42
| 3 | EA | $4,500.00 | $7,000.00 |
$21,000.00
| $6,907.50 | $7,000.00 |
| 304.06.033 | IN-LINE TERMINAL SYSTEM (TYPE X-TENSION - W/ STEEL POST) |
7.18
| 51 | EA | $4,500.00 | $7,000.00 |
$357,000.00
| $6,871.25 | $6,850.00 |
| 304.06.037 | IN-LINE TERMINAL SYSTEM (TYPE SKT-SP-MGS) |
0.43
| 4 | EA | $4,500.00 | $5,300.00 |
$21,200.00
| $5,095.00 | $5,040.00 |
| 304.06.043 | MIDWEST GUARDRAIL SYSTEM END ANCHOR ASSEMBLY (TYPE SFT) PER STD PLAN A77S1 |
0.02
| 1 | EA | $1,000.00 | $1,175.00 |
$1,175.00
| $1,245.25 | $1,187.50 |
| 304.06.047 | MIDWEST GUARDRAIL SYSTEM BURIED POST END ANCHOR PER STD PLAN A77T2 |
0.12
| 1 | EA | $1,000.00 | $6,000.00 |
$6,000.00
| $3,023.25 | $2,400.00 |
| 304.06.051 | TRANSITION RAILING (TYPE WB) |
0.40
| 4 | EA | $4,000.00 | $4,950.00 |
$19,800.00
| $4,660.00 | $4,695.00 |
| 304.06.053 | ANCHOR BLOCK FOR TRANSITION RAILING CONNECTION PER STD PLAN A77U3 |
0.28
| 4 | EA | $2,200.00 | $3,425.00 |
$13,700.00
| $5,081.25 | $5,450.00 |
| 312.01.017 | INSTALL FIRE HYDRANT LOCATION RPM |
0.03
| 25 | EA | $20.00 | $61.00 |
$1,525.00
| $65.25 | $60.50 |
| 601.09.011 | TRAFFIC CONTROL |
3.88
| 1 | LS | $170,000.00 | $193,000.00 |
$193,000.00
| $229,000.00 | $186,500.00 |
| 601.09.017 | FLASHING ARROW SIGN |
0.02
| 1 | EA | $5,000.00 | $1,150.00 |
$1,150.00
| $1,755.00 | $1,685.00 |
| 601.09.019 | CHANGEABLE MESSAGE SIGN |
0.10
| 2 | EA | $5,000.00 | $2,500.00 |
$5,000.00
| $3,160.00 | $3,200.00 |
| | CIRACP MIX DESIGN (STIPULATED UNIT PRICE OF $10,000) |
0.20
| 1 | LS | $10,000.00 | $10,000.00 |
$10,000.00
| $10,000.00 | $10,000.00 |
| | AC DIKE, TYPE C PER CALTRANS STD PLAN A87B |
0.05
| 433 | LF | $12.00 | $6.00 |
$2,598.00
| $10.78 | $11.55 |
| | AC DIKE, TYPE A PER CALTRANS STD PLAN A87B |
0.01
| 40 | LF | $30.00 | $8.00 |
$320.00
| $15.78 | $15.05 |
| | ADJUST GUARDRAIL |
0.61
| 3208 | LF | $25.00 | $9.50 |
$30,476.00
| $14.41 | $9.25 |
| | AC DIKE, TYPE F PER CALTRANS STD PLAN A87B |
0.06
| 446 | LF | $15.00 | $7.00 |
$3,122.00
| $11.28 | $11.55 |
| | ADJUST GUARDRAIL AT BURIED END POST |
0.07
| 4 | EA | $500.00 | $900.00 |
$3,600.00
| $893.25 | $882.50 |
| | Total Percent | 100 | | | | Total Amount | $4,970,000.00 | | |
