| |||
| DBE GOAL FED | |||
| Lead Project: 454-01-0071 | |||
| Parish: E BATON ROUGE | |||
| Routes: I-12 | |||
| Description: I-12 AT SHERWOOD FOREST BLVD. INTERSECTION IMPROVEMENTS | |||
| Type Const:
grading, class ii bc, lime trmt, superpave acp, cold planing, high early strength pccp, drain struct, signing, traffic signals, video detection system, and related work | |||
| Estimated Construction Cost: $1,852,940.81 | |||
| Maximum Number of Days Allowed for Construction: 180 | |||
| Calculated Daily User Cost: $5,000.00 | |||
| Rank | License | Bidder | Construction Bid | Bidder's Proposed Contract Time | Life Cycle Cost | Total Bid |
|---|---|---|---|---|---|---|
| 1 | 24901 | HARD ROCK CONSTRUCTION CO. | $2,930,217.70 | 100 | $0.00 | $3,430,217.70 |
| 2 | 00046 | BARBER BROS. CONTRACTING CO., L.L.C | $3,298,674.50 | 150 | $0.00 | $4,048,674.50 |
| 3 | 14807 | RICHARD PRICE CONTRACTING CO, LLC | $7,163,558.88 | 180 | $0.00 | $8,063,558.88 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - HARD ROCK CONSTRUCTION CO. |
- 2 - BARBER BROS. CONTRACTING CO., L.L.C |
- 3 - RICHARD PRICE CONTRACTING CO, LLC |
|
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing & grubbing | lump | LUMP | 75,000.00 | 75,000.00 | 50,000.00 | 50,000.00 | 200,000.00 | 200,000.00 | ||
| 202-01 | removal of structures & obstructions | lump | LUMP | 75,000.00 | 75,000.00 | 30,000.00 | 30,000.00 | 300,000.00 | 300,000.00 | ||
| 202-02-C | removal of portland cement concrete pavement | 418 | SQYD | 25.00 | 10,450.00 | 100.00 | 41,800.00 | 50.00 | 20,900.00 | ||
| 202-02-D | removal of concrete walks & drives | 281 | SQYD | 25.00 | 7,025.00 | 100.00 | 28,100.00 | 50.00 | 14,050.00 | ||
| 202-02-E | removal of concrete curbs | 497.9 | LNFT | 25.00 | 12,447.50 | 12.00 | 5,974.80 | 40.00 | 19,916.00 | ||
| 202-02-F | removal of concrete combination curb & gutter | 462.2 | LNFT | 25.00 | 11,555.00 | 16.00 | 7,395.20 | 50.00 | 23,110.00 | ||
| 202-02-G | removal of surfacing & stabilized base | 1,824.9 | SQYD | 25.00 | 45,622.50 | 8.00 | 14,599.20 | 30.00 | 54,747.00 | ||
| 202-02-I | removal of existing signal equipment and related items | lump | LUMP | 8,000.00 | 8,000.00 | 12,000.00 | 12,000.00 | 13,000.00 | 13,000.00 | ||
| 202-03 | relocation of pole mounted signs | 2 | EACH | 550.00 | 1,100.00 | 5,000.00 | 10,000.00 | 1,200.00 | 2,400.00 | ||
| 203-06 | excavation & embankment | lump | LUMP | 210,000.00 | 210,000.00 | 100,000.00 | 100,000.00 | 200,000.00 | 200,000.00 | ||
| 204-02 | temporary hay or straw bales | 56 | EACH | 12.00 | 672.00 | 20.00 | 1,120.00 | 30.00 | 1,680.00 | ||
| 204-05-A | temporary sediment check dams (hay) | 7 | EACH | 175.00 | 1,225.00 | 500.00 | 3,500.00 | 300.00 | 2,100.00 | ||
| 204-06 | temporary silt fencing | 2,888 | LNFT | 2.00 | 5,776.00 | 1.50 | 4,332.00 | 4.50 | 12,996.00 | ||
| 302-02-C | class ii base course (10" thick) | 1,423.7 | SQYD | 30.00 | 42,711.00 | 36.00 | 51,253.20 | 50.00 | 71,185.00 | ||
| 302-02-E | class ii base course (8" thick) | 6,416.7 | SQYD | 28.00 | 179,667.60 | 25.00 | 160,417.50 | 40.00 | 256,668.00 | ||
| 304-01 | lime | 45.48 | TON | 100.00 | 4,548.00 | 150.00 | 6,822.00 | 210.00 | 9,550.80 | ||
| 304-04-D | lime treatment (type d) (12" thick) | 3,209 | SQYD | 3.00 | 9,627.00 | 4.00 | 12,836.00 | 25.00 | 80,225.00 | ||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 1,000.0 | CUYD | 0.00 | 0.00 | 50.00 | 50,000.00 | 100.00 | 100,000.00 | ||
| 502-01 | superpave asphaltic concrete | 583.4 | TON | 140.00 | 81,676.00 | 100.00 | 58,340.00 | 200.00 | 116,680.00 | ||
| 509-01 | cold planing asphaltic pavement | 1,618 | SQYD | 17.00 | 27,506.00 | 8.00 | 12,944.00 | 25.00 | 40,450.00 | ||
| 601-01-I-01 | high early strength portland cement concrete pavement (9" thick) |
4,156.5 | SQYD | 100.00 | 415,650.00 | 120.00 | 498,780.00 | 500.00 | 2,078,250.00 | ||
| 601-03-I-01 | high early strength portland cement concrete shoulder (9" thick) |
1,962.2 | SQYD | 100.00 | 196,220.00 | 120.00 | 235,464.00 | 500.00 | 981,100.00 | ||
| 701-03-F | storm drain pipe (15" rcp/pcp) | 14 | LNFT | 120.00 | 1,680.00 | 100.00 | 1,400.00 | 67.00 | 938.00 | ||
| 701-03-G | storm drain pipe (18" rcp/pcp) | 129 | LNFT | 63.00 | 8,127.00 | 100.00 | 12,900.00 | 75.00 | 9,675.00 | ||
| 701-03-I | storm drain pipe (24" rcp/pcp) | 118 | LNFT | 77.00 | 9,086.00 | 100.00 | 11,800.00 | 105.00 | 12,390.00 | ||
| 701-03-K | storm drain pipe (30" rcp/pcp) | 628 | LNFT | 85.00 | 53,380.00 | 110.00 | 69,080.00 | 144.00 | 90,432.00 | ||
| 701-10-I | reinforced concrete pipe (extension)(24") | 4 | LNFT | 720.00 | 2,880.00 | 250.00 | 1,000.00 | 270.00 | 1,080.00 | ||
| 701-10-K | reinforced concrete pipe (extension)(30") | 8 | LNFT | 400.00 | 3,200.00 | 250.00 | 2,000.00 | 500.00 | 4,000.00 | ||
| 701-14 | cleaning existing pipes | 179 | LNFT | 10.00 | 1,790.00 | 40.00 | 7,160.00 | 40.00 | 7,160.00 | ||
| 701-15 | concrete collar | 1 | EACH | 3,000.00 | 3,000.00 | 1,200.00 | 1,200.00 | 2,100.00 | 2,100.00 | ||
| 702-02-B | manholes (r-cb-11) | 1 | EACH | 4,000.00 | 4,000.00 | 4,000.00 | 4,000.00 | 5,320.00 | 5,320.00 | ||
| 702-03-A | catch basins (cb-01) | 7 | EACH | 4,000.00 | 28,000.00 | 3,000.00 | 21,000.00 | 5,040.00 | 35,280.00 | ||
| 705-06-B-01 | chain link fence (5-foot height)(control of access) | 1,257 | LNFT | 16.00 | 20,112.00 | 20.00 | 25,140.00 | 19.00 | 23,883.00 | ||
| 706-03-A | incidental concrete paving (4" thick) | 260.8 | SQYD | 75.00 | 19,560.00 | 75.00 | 19,560.00 | 75.00 | 19,560.00 | ||
| 706-03-C | incidental concrete paving (6" thick) | 92.0 | SQYD | 100.00 | 9,200.00 | 100.00 | 9,200.00 | 145.00 | 13,340.00 | ||
| 707-01 | concrete curb | 513.9 | LNFT | 20.00 | 10,278.00 | 35.00 | 17,986.50 | 30.00 | 15,417.00 | ||
| 713-01 | temporary signs & barricades | lump | LUMP | 75,000.00 | 75,000.00 | 100,000.00 | 100,000.00 | 84,000.00 | 84,000.00 | ||
| 713-03-C-01 | temporary pavement markings (8" width)(type i removable) |
0.570 | MILE | 30,000.00 | 17,100.00 | 35,000.00 | 19,950.00 | 46,760.00 | 26,653.20 | ||
| 713-03-E-01 | temporary pavement markings (24" width)(type i removable) |
0.060 | MILE | 87,000.00 | 5,220.00 | 100,000.00 | 6,000.00 | 136,000.00 | 8,160.00 | ||
| 713-04-B-01 | temporary pvmt. markings (broken line)(4" w)(10' l) (type i removable) |
0.610 | MILE | 4,000.00 | 2,440.00 | 4,200.00 | 2,562.00 | 5,675.00 | 3,461.75 | ||
| 713-04-C-01 | temporary pavement markings (broken line) (8" width) (4' length) (type i removable) |
0.274 | MILE | 2,000.00 | 548.00 | 3,000.00 | 822.00 | 7,850.00 | 2,150.90 | ||
| 713-05-A-01 | temporary pavement markings (solid line)(4" width) (type i removable) |
2.886 | MILE | 14,000.00 | 40,404.00 | 18,000.00 | 51,948.00 | 22,750.00 | 65,656.50 | ||
| 713-06-A | temporary pavement legends and symbols (arrow) | 25 | EACH | 50.00 | 1,250.00 | 60.00 | 1,500.00 | 100.00 | 2,500.00 | ||
| 713-06-B | temporary pavement legends and symbols (double arrow) | 5 | EACH | 55.00 | 275.00 | 65.00 | 325.00 | 125.00 | 625.00 | ||
| 713-06-C | temporary pavement legends and symbols (only) | 18 | EACH | 75.00 | 1,350.00 | 85.00 | 1,530.00 | 125.00 | 2,250.00 | ||
| 717-01 | seeding | 81 | LB | 15.00 | 1,215.00 | 20.00 | 1,620.00 | 16.00 | 1,296.00 | ||
| 718-01 | fertilizer | 1,360 | LB | 1.00 | 1,360.00 | 1.00 | 1,360.00 | 1.50 | 2,040.00 | ||
| 719-04 | landscaping | lump | LUMP | 1,000.00 | 1,000.00 | 1,500.00 | 1,500.00 | 1,680.00 | 1,680.00 | ||
| 720-01-A | erosion control system, slope protection (type a) | 1,141 | SQYD | 2.00 | 2,282.00 | 3.00 | 3,423.00 | 2.50 | 2,852.50 | ||
| 722-01 | project site laboratory | 1 | EACH | 23,000.00 | 23,000.00 | 20,000.00 | 20,000.00 | 25,000.00 | 25,000.00 | ||
| 724-01 | pavement patching | 3 | SQYD | 500.00 | 1,500.00 | 1,000.00 | 3,000.00 | 500.00 | 1,500.00 | ||
| 726-01 | bedding material | 94.5 | CUYD | 50.00 | 4,725.00 | 75.00 | 7,087.50 | 100.00 | 9,450.00 | ||
| 727-01 | mobilization | lump | LUMP | 250,000.00 | 250,000.00 | 300,000.00 | 300,000.00 | 500,000.00 | 500,000.00 | ||
| 729-01 | sign (type a) | 370.5 | SQFT | 22.00 | 8,151.00 | 30.00 | 11,115.00 | 41.00 | 15,190.50 | ||
| 729-06 | sign (overhead mounted) | 421.0 | SQFT | 25.00 | 10,525.00 | 30.00 | 12,630.00 | 49.00 | 20,629.00 | ||
| 729-08-A | mounting (2 1/2" post) | 3 | EACH | 800.00 | 2,400.00 | 1,000.00 | 3,000.00 | 1,050.00 | 3,150.00 | ||
| 729-09 | mounting (overhead truss)(ground mounted)(108'-0" span) | 1 | EACH | 70,000.00 | 70,000.00 | 80,000.00 | 80,000.00 | 140,000.00 | 140,000.00 | ||
| 729-20 | footings for overhead mountings (type a) | 2 | EACH | 19,000.00 | 38,000.00 | 25,000.00 | 50,000.00 | 34,000.00 | 68,000.00 | ||
| 729-21-A | u-channel post(12') | 3 | EACH | 85.00 | 255.00 | 100.00 | 300.00 | 150.00 | 450.00 | ||
| 729-21-B | u-channel post(5') | 2 | EACH | 55.00 | 110.00 | 75.00 | 150.00 | 125.00 | 250.00 | ||
| 731-02 | reflectorized raised pavement markers | 631 | EACH | 5.00 | 3,155.00 | 6.00 | 3,786.00 | 8.00 | 5,048.00 | ||
| 732-01-A-04 | plastic pavement striping (4" width)(dashed line) | 1,854 | LNFT | 1.00 | 1,854.00 | 0.50 | 927.00 | 1.00 | 1,854.00 | ||
| 732-01-C | plastic pavement striping (8" width) | 2,551 | LNFT | 1.00 | 2,551.00 | 1.20 | 3,061.20 | 1.40 | 3,571.40 | ||
| 732-01-C-04 | plastic pavement striping (8" width)(dashed line) | 1,015 | LNFT | 1.00 | 1,015.00 | 1.20 | 1,218.00 | 1.30 | 1,319.50 | ||
| 732-01-E | plastic pavement striping (24" width) | 719 | LNFT | 3.00 | 2,157.00 | 4.00 | 2,876.00 | 5.00 | 3,595.00 | ||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 1.905 | MILE | 2,000.00 | 3,810.00 | 3,000.00 | 5,715.00 | 3,700.00 | 7,048.50 | ||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 0.588 | MILE | 700.00 | 411.60 | 800.00 | 470.40 | 1,100.00 | 646.80 | ||
| 732-04-A | plastic pavement legends & symbols (arrow) | 23 | EACH | 155.00 | 3,565.00 | 200.00 | 4,600.00 | 250.00 | 5,750.00 | ||
| 732-04-B | plastic pavement legends & symbols (double arrow) | 4 | EACH | 205.00 | 820.00 | 250.00 | 1,000.00 | 325.00 | 1,300.00 | ||
| 732-04-C | plastic pavement legends & symbols (only) | 16 | EACH | 165.00 | 2,640.00 | 200.00 | 3,200.00 | 250.00 | 4,000.00 | ||
| 732-05 | removal of existing markings | 1.788 | MILE | 6,000.00 | 10,728.00 | 6,500.00 | 11,622.00 | 8,900.00 | 15,913.20 | ||
| 736-01 | trenching and backfilling | 2,535 | LNFT | 3.50 | 8,872.50 | 4.00 | 10,140.00 | 5.50 | 13,942.50 | ||
| 736-03-A | jacking or boring conduit (2" pec schedule 80) | 1,855 | LNFT | 14.00 | 25,970.00 | 16.00 | 29,680.00 | 22.00 | 40,810.00 | ||
| 736-03-B | jacking or boring conduit (3" pec schedule 80) | 1,865 | LNFT | 18.00 | 33,570.00 | 20.50 | 38,232.50 | 28.00 | 52,220.00 | ||
| 736-04-B | signal support, 25' mast arm with luminaire | 1 | EACH | 9,000.00 | 9,000.00 | 10,000.00 | 10,000.00 | 14,000.00 | 14,000.00 | ||
| 736-04-C | signal support, 35' mast arm with luminaire | 2 | EACH | 10,000.00 | 20,000.00 | 12,000.00 | 24,000.00 | 16,000.00 | 32,000.00 | ||
| 736-04-D | signal support, 40' mast arm with luminaire | 2 | EACH | 11,000.00 | 22,000.00 | 15,000.00 | 30,000.00 | 17,640.00 | 35,280.00 | ||
| 736-04-E | signal support, 55' mast arm with luminaire | 5 | EACH | 15,000.00 | 75,000.00 | 18,000.00 | 90,000.00 | 23,000.00 | 115,000.00 | ||
| 736-05-B | signal head, 3 face l.e.d. (r,y,g) | 12 | EACH | 840.00 | 10,080.00 | 1,000.00 | 12,000.00 | 1,300.00 | 15,600.00 | ||
| 736-05-C | signal head, 3 face l.e.d. (r,<-y,<-g) | 7 | EACH | 700.00 | 4,900.00 | 800.00 | 5,600.00 | 1,100.00 | 7,700.00 | ||
| 736-05-D | signal head, 3 face l.e.d. (r,y->,g->) | 1 | EACH | 700.00 | 700.00 | 800.00 | 800.00 | 1,100.00 | 1,100.00 | ||
| 736-05-E | signal head, 4 face l.e.d. (r,y,<-g,g) | 4 | EACH | 1,100.00 | 4,400.00 | 1,400.00 | 5,600.00 | 1,725.00 | 6,900.00 | ||
| 736-05-F | signal head, 5 face l.e.d. (r,y,<-y,g,<-g) | 1 | EACH | 1,200.00 | 1,200.00 | 1,500.00 | 1,500.00 | 1,900.00 | 1,900.00 | ||
| 736-05-G | signal head, 5 face l.e.d. (r,y->,y,g->,g) | 2 | EACH | 1,200.00 | 2,400.00 | 1,500.00 | 3,000.00 | 1,900.00 | 3,800.00 | ||
| 736-06 | signal service, modified power pedestal | 2 | EACH | 1,450.00 | 2,900.00 | 1,800.00 | 3,600.00 | 2,300.00 | 4,600.00 | ||
| 736-09 | loop detector (saw cut, loop wire, sealant) | 360 | LNFT | 11.00 | 3,960.00 | 12.00 | 4,320.00 | 17.00 | 6,120.00 | ||
| 736-10-A | underground junction box type "e" | 10 | EACH | 360.00 | 3,600.00 | 450.00 | 4,500.00 | 570.00 | 5,700.00 | ||
| 736-10-B | underground junction box type "f" | 22 | EACH | 420.00 | 9,240.00 | 500.00 | 11,000.00 | 660.00 | 14,520.00 | ||
| 736-10-C | underground junction box type "g" | 3 | EACH | 740.00 | 2,220.00 | 850.00 | 2,550.00 | 1,200.00 | 3,600.00 | ||
| 736-10-D | underground junction box type "h" | 4 | EACH | 800.00 | 3,200.00 | 900.00 | 3,600.00 | 1,300.00 | 5,200.00 | ||
| 736-11-A | conduit (1/2" pec schedule 80) | 50 | LNFT | 5.00 | 250.00 | 6.00 | 300.00 | 8.00 | 400.00 | ||
| 736-11-B | conduit (2" pec schedule 80) | 1,385 | LNFT | 4.00 | 5,540.00 | 5.00 | 6,925.00 | 6.50 | 9,002.50 | ||
| 736-11-C | conduit (3" pec schedule 80) | 1,100 | LNFT | 7.00 | 7,700.00 | 8.00 | 8,800.00 | 11.00 | 12,100.00 | ||
| 736-12-A | conductor 10c (signal #14 awg) | 6,350 | LNFT | 3.00 | 19,050.00 | 3.00 | 19,050.00 | 4.00 | 25,400.00 | ||
| 736-12-B | conductor 3c (emergency vehicle cable) | 3,385 | LNFT | 2.00 | 6,770.00 | 2.00 | 6,770.00 | 2.75 | 9,308.75 | ||
| 736-12-C | conductor 3c (power) | 385 | LNFT | 6.00 | 2,310.00 | 7.00 | 2,695.00 | 9.50 | 3,657.50 | ||
| 736-12-D | conductor 2c (street light cable, #6 awg) | 3,430 | LNFT | 6.00 | 20,580.00 | 7.00 | 24,010.00 | 9.50 | 32,585.00 | ||
| 736-12-E | conductor 2c (loop lead-in, #14 awg) | 1,675 | LNFT | 6.00 | 10,050.00 | 7.00 | 11,725.00 | 9.50 | 15,912.50 | ||
| 736-12-F | conductor 3c (street sign cable, #14 awg) | 1,815 | LNFT | 1.00 | 1,815.00 | 1.50 | 2,722.50 | 1.70 | 3,085.50 | ||
| 740-01 | construction layout | lump | LUMP | 50,000.00 | 50,000.00 | 60,000.00 | 60,000.00 | 250,000.00 | 250,000.00 | ||
| 744-01 | traffic control management | lump | LUMP | 50,000.00 | 50,000.00 | 80,000.00 | 80,000.00 | 50,000.00 | 50,000.00 | ||
| 810-01 | concrete railing (barrier) | 873.12 | LNFT | 100.00 | 87,312.00 | 225.00 | 196,452.00 | 84.00 | 73,342.08 | ||
| S-001 | sawcuts in asphaltic concrete lifts | 1,770 | LNFT | 2.00 | 3,540.00 | 2.50 | 4,425.00 | 4.00 | 7,080.00 | ||
| S-002 | sawing and sealing longitudinal joints in asphaltic concrete overlay |
1,245 | LNFT | 4.00 | 4,980.00 | 3.00 | 3,735.00 | 10.00 | 12,450.00 | ||
| S-003 | sawing and sealing transverse joints in asphaltic concrete overlay |
525 | LNFT | 4.00 | 2,100.00 | 4.00 | 2,100.00 | 10.00 | 5,250.00 | ||
| S-004 | unidirectional optical detector single channel | 12 | EACH | 650.00 | 7,800.00 | 750.00 | 9,000.00 | 10.00 | 120.00 | ||
| S-005 | video detection camera device and connection (s. harrell's ferry rd. @ s. sherwood forest blvd.) |
10 | EACH | 6,000.00 | 60,000.00 | 7,000.00 | 70,000.00 | 9,200.00 | 92,000.00 | ||
| S-006 | video detection camera system (i-12 @ s. sherwood forest blvd.) |
2 | EACH | 3,000.00 | 6,000.00 | 4,000.00 | 8,000.00 | 5,500.00 | 11,000.00 | ||
| S-007 | internally illuminated street name sign (18" x varies) | 8 | EACH | 3,000.00 | 24,000.00 | 3,500.00 | 28,000.00 | 4,700.00 | 37,600.00 | ||
| S-008 | thirty-six fiber (twenty-four (24) multi-mode fibers and twelve (12) single mode fibers)communication cable/fiber optic |
1,000 | LNFT | 5.00 | 5,000.00 | 6.00 | 6,000.00 | 8.00 | 8,000.00 | ||
| S-009 | six fiber (4 multi-mode fibers and 2 single mode fibers) communication drop cable/fiber optic |
50 | LNFT | 5.00 | 250.00 | 7.00 | 350.00 | 8.00 | 400.00 | ||
| S-010 | buried traffic fiber optics cable sign (4" x 12") | 2 | EACH | 60.00 | 120.00 | 120.00 | 240.00 | 94.00 | 188.00 | ||
| S-011 | splice enclosure | 2 | EACH | 3,000.00 | 6,000.00 | 3,000.00 | 6,000.00 | 4,000.00 | 8,000.00 | ||
| S-012 | preterminated patch panel | 2 | EACH | 500.00 | 1,000.00 | 600.00 | 1,200.00 | 700.00 | 1,400.00 | ||
| S-013 | patch cord | 2 | EACH | 300.00 | 600.00 | 500.00 | 1,000.00 | 430.00 | 860.00 | ||
| S-014 | ethernet switch, cat 5 cable | 2 | EACH | 7,000.00 | 14,000.00 | 8,000.00 | 16,000.00 | 10,800.00 | 21,600.00 | ||
| S-015 | modify existing controller | lump | LUMP | 88,000.00 | 88,000.00 | 100,000.00 | 100,000.00 | 138,000.00 | 138,000.00 | ||
| S-016 | saw cutting concrete or asphalt | 1,565 | LNFT | 10.00 | 15,650.00 | 10.00 | 15,650.00 | 50.00 | 78,250.00 | ||
| ITEM TOTAL (CONSTRUCTION BID) | 2,930,217.70 | 3,298,674.50 | 7,163,558.88 | ||||||||
| NUMBER OF DAYS BID AT $5,000 PER DAY. | 500,000.00 | 750,000.00 | 900,000.00 | ||||||||
| LIFE CYCLE COST | |||||||||||
| TOTAL BID | 3,430,217.70 | 4,048,674.50 | 8,063,558.88 | ||||||||