| Item No. | Description | Bid Qty | Units | Total Qty. | Previous Qty. | Current Qty. | Unit Price | Current Amount |
| 3 | IMPLEMENTATION OF THE SWPPP | 1.00 | LS |
0.75
| 0.20 | 0.55 | $11,000.00 | $6,050.00 |
| 4 | RESTORATION OF EXISTING IMPROVEMENTS | 1.00 | LS |
0.60
| 0.25 | 0.35 | $10,000.00 | $3,500.00 |
| 5 | TRAFFIC CONTROL | 1.00 | LS |
0.60
| 0.20 | 0.40 | $65,000.00 | $26,000.00 |
| 6 | FLASHING ARROW SIGN | 6.00 | EA |
6.00
| 2.00 | 4.00 | $2,500.00 | $10,000.00 |
| 10 | OFFICE FACILITIES | 1.00 | LS |
0.75
| 0.25 | 0.50 | $7,500.00 | $3,750.00 |
| 11 | MOBILIZATION | 1.00 | LS |
0.95
| 0.75 | 0.20 | $130,000.00 | $26,000.00 |
| 12 | CLEARING AND GRUBBING | 1.00 | LS |
0.75
| 0.30 | 0.45 | $100,000.00 | $45,000.00 |
| 13 | ROOT PRUNE TREE (INCL ROOT CONTROL BARRIER) | 38.00 | EA |
25.00
| 0.00 | 25.00 | $600.00 | $15,000.00 |
| 14 | CONCRETE REMOVAL (NON-REINFORCED) | 2,271.00 | CY |
1,127.23
| 564.77 | 562.46 | $65.00 | $36,559.90 |
| 16 | UNCLASSIFIED EXCAVATION | 6,509.00 | CY |
4,514.63
| 1,467.19 | 3,047.44 | $46.00 | $140,182.24 |
| 18 | CRUSHED MISCELLANEOUS BASE | 5,465.00 | CY |
2,654.58
| 1,244.19 | 1,410.39 | $55.00 | $77,571.45 |
| 19 | TRENCH BACKFILL SLURRY (CLASS 100-E-100) | 40.00 | CY |
30.00
| 0.00 | 30.00 | $150.00 | $4,500.00 |
| 20 | TRENCH BACKFILL SLURRY (CLASS 270-E-500) | 153.00 | CY |
104.00
| 51.85 | 52.15 | $220.00 | $11,473.00 |
| 22 | AC PAVEMENT | 1,037.00 | TON |
500.00
| 0.00 | 500.00 | $82.50 | $41,250.00 |
| 24 | AC PAVEMENT(DIGOUTS) | 128.00 | TON |
128.00
| 0.00 | 128.00 | $165.00 | $21,120.00 |
| 29 | PCC PAVEMENT (HIGH EARLY STRENGTH) OVER STORM DRAIN | 225.00 | CY |
208.54
| 0.00 | 208.54 | $290.00 | $60,476.60 |
| 32 | CATCH BASIN PER STD PLAN 303,1 GRATES | 1.00 | EA |
1.00
| 0.00 | 1.00 | $3,600.00 | $3,600.00 |
| 33 | CATCH BASIN PER STD PLAN 303,2 GRATES | 1.00 | EA |
1.00
| 0.00 | 1.00 | $4,800.00 | $4,800.00 |
| 39 | RECONSTRUCT LOCAL DEPRESSION PER STD PLAN 313-3, CASE F | 2.00 | EA |
2.00
| 0.00 | 2.00 | $700.00 | $1,400.00 |
| 40 | JUNCTION STRUCTURE PER STD PLAN 331 | 1.00 | EA |
1.00
| 0.00 | 1.00 | $1,500.00 | $1,500.00 |
| 41 | MANHOLE PER STD PLAN 321 | 1.00 | EA |
1.00
| 0.00 | 1.00 | $5,400.00 | $5,400.00 |
| 46 | CONCRETE BLOCK SLOUGH WALL PER STD PLAN 622 | 126.00 | SF |
60.00
| 0.00 | 60.00 | $50.00 | $3,000.00 |
| 47 | PCC FOOTING FOR CONCRETE BLOCK SLOUGH WALL | 3.00 | CY |
2.00
| 0.00 | 2.00 | $750.00 | $1,500.00 |
| 50 | PCC CURB & GUTTER, TYPE A2-8 | 4,051.00 | LF |
3,583.00
| 1,077.00 | 2,506.00 | $25.50 | $63,903.00 |
| 54 | PCC WALK, DRIVES & CURB RAMPS, 4" THICK | 100,163.00 | SF |
62,570.51
| 36,805.91 | 25,764.60 | $4.50 | $115,940.70 |
| 55 | PCC DRIVEWAYS, 6" THICK | 10,639.00 | SF |
2,245.50
| 2,049.50 | 196.00 | $6.00 | $1,176.00 |
| 56 | DETECTABLE WARNING SURFACE | 1,275.00 | SF |
597.00
| 225.00 | 372.00 | $25.00 | $9,300.00 |
| 57 | CROSS GUTTER | 200.00 | CY |
200.00
| 122.93 | 77.07 | $325.00 | $25,047.75 |
| 59 | ALLEY INTERSECTION | 40.00 | CY |
11.32
| 5.95 | 5.37 | $325.00 | $1,745.25 |
| 60 | 18" RCP, 2000 D | 4.00 | LF |
4.00
| 0.00 | 4.00 | $300.00 | $1,200.00 |
| 61 | 24" RCP, 2000 D | 383.00 | LF |
383.00
| 0.00 | 383.00 | $165.00 | $63,195.00 |
| 62 | CONCRETE BACKFILL | 20.00 | CY |
20.00
| 0.00 | 20.00 | $100.00 | $2,000.00 |
| 63 | PCC BLANKET PROTECTION FOR PIPES | 1.00 | CY |
1.00
| 0.00 | 1.00 | $750.00 | $750.00 |
| 65 | 2" CONDUIT (SCH 80 PVC) | 2,625.00 | LF |
1,832.00
| 1,018.00 | 814.00 | $25.00 | $20,350.00 |
| 66 | 3" CONDUIT (SCH 80 PVC) | 765.00 | LF |
765.00
| 411.00 | 354.00 | $30.00 | $10,620.00 |
| 73 | NO. 5 PULL BOX INCL PCC COVER | 10.00 | EA |
10.00
| 5.00 | 5.00 | $590.00 | $2,950.00 |
| 74 | NO. 6 PULL BOX INCL PCC COVER | 32.00 | EA |
17.00
| 9.00 | 8.00 | $675.00 | $5,400.00 |
| 86 | TYPE 332 CABINET FOUNDATION | 1.00 | EA |
1.00
| 0.00 | 1.00 | $1,000.00 | $1,000.00 |
| S-04 | CONCRETE COLLARS | | EA |
2.00
| 0.00 | 2.00 | $1,750.00 | $3,500.00 |
| S-05 | AC PAVEMENT (PATCH BACK) OVER 125% | | TON |
150.00
| 0.00 | 150.00 | $165.00 | $24,750.00 |
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