| A | B | C | D | E | F | G | |
|---|---|---|---|---|---|---|---|
| 2 | Bid Schedule: 2016 Waterline Replacement Project | ||||||
| 3 | ADDENDUM #4 | ||||||
| 4 | Item No. | CDOT, City Ref. | Description | Quantity | Units | Unit Price | Total Price |
| 6 | 1 | 108.2 |
Water Main (2") (HDPE) (Service Line) (If lead service line is encounter, water service shall be replaced to meter) (Includes cost of connection to existing pipe) |
10.00 | Lin. Ft. | $ ____________ | $ ____________ |
| 7 | 2 | 108.2 |
Water Main (6") (C-900 PVC, DR-18) (Includes cost of connection to existing waterline / valve / fitting) |
285.00 | Lin. Ft. | $ ____________ | $ ____________ |
| 8 | 3 | 108.2 |
Water Main (8") (C-900 PVC, DR-18) (Includes cost of connection to existing waterline / valve / fitting) |
85.00 | Lin. Ft. | $ ____________ | $ ____________ |
| 9 | 4 | 108.2 |
Water Main (10") (C-900 PVC, DR-18) (Includes cost of connection to existing waterline / valve / fitting) |
15.00 | Lin. Ft. | $ ____________ | $ ____________ |
| 10 | 5 | 108.2 |
Water Main (18") (C-905 PVC, DR-25) (Includes cost of connection to existing waterline / valve / fitting) |
230.00 | Lin. Ft. | $ ____________ | $ ____________ |
| 11 | 6 | 108.2 |
Water Main (18") (Fusible C-905 PVC, DR-25) (Install Only) (Includes all equipment, labor, fuel, and materials for fusing pipe and pulling pipe through existing 24" steel pipe) (The City has already purchased the 18" Fusible pipe from Underground Solutions) The Bidder shall not include pipe material costs for this Bid Item. |
3,650.00 | Lin. Ft. | $ ____________ | $ ____________ |
| 12 | 7 | 108.2 | Imported Trench Backfill (Class 3) (Includes haul and disposal of unsuitable excavated material) (Assumed Unit Weight = 133 lbs/ft3) |
300.00 | Ton | $ ____________ | $ ____________ |
| 13 | 8 | 108.3 |
Gate Valve (6") |
1.00 | Each | $ ____________ | $ ____________ |
| 14 | 9 | 108.3 |
8" Blind Flange |
1.00 | Each | $ ____________ | $ ____________ |
| 15 | 10 | 108.3 |
18" x 6" Tee (MJ x FL) |
1.00 | Each | $ ____________ | $ ____________ |
| 16 | 11 | 108.3 |
Butterfly Valve (18") |
4.00 | Each | $ ____________ | $ ____________ |
| 17 | 12 | 108.3 |
Elbow (6" x 22.5 deg) (MJ) |
2.00 | Each | $ ____________ | $ ____________ |
| 18 | 13 | 108.3 |
Elbow (6" x 45 deg) (MJ) |
8.00 | Each | $ ____________ | $ ____________ |
| 19 | 14 | 108.3 |
Elbow (8" x 45 deg) (MJ) |
6.00 | Each | $ ____________ | $ ____________ |
| 20 | 15 | 108.3 |
Elbow (18" x 22.5 deg) (MJ) |
4.00 | Each | $ ____________ | $ ____________ |
| 21 | 16 | 108.3 |
Elbow (18" x 45 deg) (MJ) |
6.00 | Each | $ ____________ | $ ____________ |
| 22 | 17 | 108.3 |
Reducer (20" x 18") (MJ) |
1.00 | Each | $ ____________ | $ ____________ |
| 23 | 18 | 108.3 |
18" Solid Sleeve Coupling (MJ) |
7.00 | Each | $ ____________ | $ ____________ |
| 24 | 19 | 108.3 |
Fire Hydrant Assembly |
6.00 | Each | $ ____________ | $ ____________ |
| 25 | 20 | 108.4 |
3/4" Water Service Line (Type K Copper) (If Lead or Poly service line is encountered, water service shall be replaced to meter) (Includes cost of connection to existing pipe) |
160.00 | Lin. Ft. | $ ____________ | $ ____________ |
| 26 | 21 | 108.4 |
Tapping Saddle (18" x 3/4") |
19.00 | Each | $ ____________ | $ ____________ |
| 27 | 22 | 108.4 |
Tapping Saddle (18" x 2") |
1.00 | Each | $ ____________ | $ ____________ |
| 28 | 23 | 108.4 |
Corporation Stop (3/4") |
19.00 | Each | $ ____________ | $ ____________ |
| 29 | 24 | 108.4 |
Corporation Stop (2") |
1.00 | Each | $ ____________ | $ ____________ |
| 30 | 25 | 108.7 | Granular Stabilization Material (Type B) (Crushed Rock) (Includes haul and disposal of unsuitable excavated material) (Assumed material unit weight = 138 lbs/ft3) |
200.00 | Ton | $ ____________ | $ ____________ |
| 31 | 26 | 202 |
Removal of Bush |
1.00 | Each | $ ____________ | $ ____________ |
| 32 | 27 | 202 |
Removal of Tree |
2.00 | Each | $ ____________ | $ ____________ |
| 33 | 28 | 202 |
Abandon Pipe (Abandon pipe by plugging ends with concrete) |
70.00 | Each | $ ____________ | $ ____________ |
| 34 | 29 | 202 |
Abandon Existing Water Valve (Close valve, remove top half of existing valve box, fill cavity to finished subgrade with flow-fill material) |
9.00 | Each | $ ____________ | $ ____________ |
| 35 | 30 | 202 |
Remove Existing Fire Hydrant (Return Hydrant to City Shops) |
6.00 | Each | $ ____________ | $ ____________ |
| 36 | 31 | 202 |
Remove Existing Pipe (Various sizes and material type) |
400.00 | Lin. Ft. | $ ____________ | $ ____________ |
| 37 | 32 | 202 |
Remove Existing Water Valve |
7.00 | Each | $ ____________ | $ ____________ |
| 38 | 33 | 202 |
Removal of Asphalt Mat (Planing) (T-Top Section) (2" Depth) (North Ave., 28 Road, Orchard Ave.) (Per City Standard Detail GU-03) |
430.00 | Sq. Yd. | $ ____________ | $ ____________ |
| 39 | 34 | 202 |
Removal of Asphalt Mat (Full-Depth) (Per City Standard Detail GU-03) |
520.00 | Sq. Yd. | $ ____________ | $ ____________ |
| 40 | 35 | 202 |
Removal of Concrete (Saw cut and remove concrete as shown) (Includes but not limited to curb, gutter, sidewalk, driveway, slabs, V-pan, curb ramps, intersection corners, aprons, and concrete walls.) |
210.00 | Sq. Ft. | $ ____________ | $ ____________ |
| 41 | 36 | 203 |
Disposal of Radioactive Material (City Shops Location) |
100.00 | Cu. Yd. | $ ____________ | $ ____________ |
| 42 | 37 | 206 |
Structure Backfill (Flow-Fill) |
27.00 | Cu. Yd. | $ ____________ | $ ____________ |
| 43 | 38 | 208 |
Storm Drain Inlet Protection (Silt-Sack) (Includes Maintenance & Removal of Inlet Protection) |
10.00 | Each | $ ____________ | $ ____________ |
| 44 | 39 | 208 |
Concrete Washout Facility |
1.00 | Lump Sum | $ ____________ | $ ____________ |
| 45 | 40 | 210 |
Repair damage to unlocated irrigation lines, various sizes and materials (1" to 12" dia.) |
3.00 | Each | $ ____________ | $ ____________ |
| 46 | 41 | 210 |
Reset Guardrail |
50.00 | Lin. Ft. | $ ____________ | $ ____________ |
| 47 | 42 | 210 |
Reset Sprinkler System (Complete in Place) |
6.00 | Each | $ ____________ | $ ____________ |
| 48 | 43 | 212 |
Sod (Includes 6" Thick Imported Topsoil placed prior to sod placement) |
100.00 | Sq. Ft. | $ ____________ | $ ____________ |
| 49 | 44 | 304 |
Aggregate Base Course (Class 6) (15" Thick) (4' wide +/-) |
520.00 | Sq. Yd. | $ ____________ | $ ____________ |
| 50 | 45 | 401 |
Hot Bituminous Pavement (Patching) (4" Thick) (Grading SX, PG 64-22, GYR=75) (Two 2" Lifts) (Bottom Two Mats) (See City Standard Detail GU-03) |
520.00 | Sq. Yd. | $ ____________ | $ ____________ |
| 51 | 46 | 401 |
Hot Bituminous Pavement (Patching) (2" Thick) (Grading SX, PG 64-22, GYR=75) (T-Top) (See City Standard Detail GU-03) (Top Mat) |
595.00 | Sq. Yd. | $ ____________ | $ ____________ |
| 52 | 47 | 407 |
Emulsified Asphalt (Tack Coat) |
95.00 | Gallon | $ ____________ | $ ____________ |
|---|---|---|---|---|---|---|---|
| 53 | 48 | 608 |
Concrete Curb and Gutter (Match in Kind) |
100.00 | Lin. Ft. | $ ____________ | $ ____________ |
| 54 | 49 | 608 |
Concrete Curb, Gutter and Sidewalk (Match in Kind) |
3.00 | Sq. Yd. | $ ____________ | $ ____________ |
| 55 | 50 | 608 |
Concrete Drainage Pan (Match in Kind) |
6.00 | Sq. Yd. | $ ____________ | $ ____________ |
| 56 | 51 | 608 |
Cap Top Half of Sewer Pipe in concrete per Std. Detail GU-04 (20' long) |
2.00 | Each | $ ____________ | $ ____________ |
| 57 | 52 | 620 |
Portable Sanitary Facility |
1.00 | Each | $ ____________ | $ ____________ |
| 58 | 53 | 625 |
Construction Surveying |
1.00 | Lump Sum | $ ____________ | $ ____________ |
| 59 | 54 | 626 |
Mobilization |
1.00 | Lump Sum | $ ____________ | $ ____________ |
| 60 | 55 | 630 |
Traffic Control Plan |
1.00 | Lump Sum | $ ____________ | $ ____________ |
| 61 | 56 | 630 |
Traffic Control (Complete in Place) |
1.00 | Lump Sum | $ ____________ | $ ____________ |
| 62 | 57 | 630 |
Flagging |
100.00 | Hour | $ ____________ | $ ____________ |
| 205 | MCR |
Minor Contract Revisions |
- - - | - - - | - - - | $ 50,000.00 | |
| 206 | Bid Amount: | $ | |||||
| 208 | Bid Amount: | ||||||
| 209 | dollars | ||||||
| 211 | Contractor's Name: | ||||||
| 213 | Contractor's Address: | ||||||
| 215 | Contractor's Phone #: | ||||||