| READV |
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| DBE GOAL FED | |||
| Lead Project: 450-08-0051 | |||
| Parish: E BATON ROUGE, W BATON ROUGE | |||
| Routes: I-10 | |||
| Description: PORT ALLEN - BATON ROUGE (LA 1 - WASHINGTON ST. OVERPASS) | |||
| Type Const: signing and related work. & i-10 mississippi river bridge at baton rouge rehabilitation | |||
| Estimated Construction Cost: $11,562,002.82 | |||
| Maximum Number of Days Allowed for Construction: 280 | |||
| Calculated Daily User Cost: $15,000.00 | |||
| Rank | License | Bidder | Construction Bid | Bidder's Proposed Contract Time | Total Bid |
|---|---|---|---|---|---|
| 1 | 26435 | C.E.C., INC. | $16,089,808.77 | 280 | $20,289,808.77 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - C.E.C., INC. |
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| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 202-02-H | removal of guard rail | 94 | LNFT | 11.00 | 1,034.00 | ||||||
| 202-02-J | removal of sign and support(s) | 84 | EACH | 300.00 | 25,200.00 | ||||||
| 202-02-K | removal of sign face(s) | 109 | EACH | 82.00 | 8,938.00 | ||||||
| 202-02-L | removal of overhead sign support | 14 | EACH | 6,000.00 | 84,000.00 | ||||||
| 202-02-M | removal of overhead support footing | 6 | EACH | 5,500.00 | 33,000.00 | ||||||
| 202-02-N | removal of sign support | 1 | EACH | 495.00 | 495.00 | ||||||
| 704-01-A | guard rail (single thrie beam)(3'-1 1/2" post spacing) | 100.0 | LNFT | 70.00 | 7,000.00 | ||||||
| 704-06-A | guard rail anchor sections (trailing end)(single thrie beam) |
6.3 | LNFT | 137.00 | 863.10 | ||||||
| 704-07-A | guard rail bridge attachments (single thrie beam) | 2.5 | LNFT | 82.00 | 205.00 | ||||||
| 704-08-A | guard rail transitions (single thrie beam) | 6.3 | LNFT | 82.00 | 516.60 | ||||||
| 713-01 | temporary signs & barricades | lump | LUMP | 600,000.00 | 600,000.00 | ||||||
| 713-02-A | temporary pavement markings (4" width) | 2,120 | LNFT | 0.30 | 636.00 | ||||||
| 713-08 | temporary precast concrete barrier (department furnished) |
4 | EACH | 1,200.00 | 4,800.00 | ||||||
| 727-01 | mobilization | lump | LUMP | 1,100,000.00 | 1,100,000.00 | ||||||
| 729-01 | sign (type a) | 995.5 | SQFT | 23.00 | 22,896.50 | ||||||
| 729-02 | sign (type b) | 32.8 | SQFT | 26.00 | 852.80 | ||||||
| 729-04 | sign (type d) | 858.5 | SQFT | 26.00 | 22,321.00 | ||||||
| 729-05 | sign (type e) | 320.0 | SQFT | 26.00 | 8,320.00 | ||||||
| 729-06 | sign (overhead mounted) | 5,978.0 | SQFT | 26.00 | 155,428.00 | ||||||
| 729-08-A | mounting (2 1/2" post) | 23 | EACH | 825.00 | 18,975.00 | ||||||
| 729-08-B | mounting (3 1/2" post) | 6 | EACH | 910.00 | 5,460.00 | ||||||
| 729-08-B-01 | mounting (3 1/2" post)(structure mount) | 23 | EACH | 1,020.00 | 23,460.00 | ||||||
| 729-08-F | mounting (w6 x 12) | 30 | EACH | 1,125.00 | 33,750.00 | ||||||
| 729-08-F-01 | mounting (w6 x 12)(structure mount) | 1 | EACH | 1,705.00 | 1,705.00 | ||||||
| 729-09-A | mounting (overhead truss)(ground mounted)(36' span) | 1 | EACH | 57,145.00 | 57,145.00 | ||||||
| 729-09-B | mounting (overhead truss)(ground mounted)(48' span) | 3 | EACH | 64,325.00 | 192,975.00 | ||||||
| 729-09-C | mounting (overhead truss)(ground mounted)(66' span) | 1 | EACH | 72,780.00 | 72,780.00 | ||||||
| 729-09-D | mounting (overhead truss)(ground mounted)(72' span) | 1 | EACH | 73,535.00 | 73,535.00 | ||||||
| 729-09-E | mounting (overhead truss)(ground mounted)(78' span) | 1 | EACH | 96,140.00 | 96,140.00 | ||||||
| 729-09-F | mounting (overhead truss)(ground mounted)(84' span) | 1 | EACH | 98,590.00 | 98,590.00 | ||||||
| 729-13 | mounting (bridge fascia mounted) | 1 | EACH | 7,700.00 | 7,700.00 | ||||||
| 729-18 | milepost assembly (structure mounted) | 4 | EACH | 250.00 | 1,000.00 | ||||||
| 729-18-A | milepost assembly (structure mounted)(secondary) | 32 | EACH | 250.00 | 8,000.00 | ||||||
| 729-20 | footings for overhead mountings (truss) | 8 | EACH | 23,000.00 | 184,000.00 | ||||||
| 729-21 | u-channel post | 20 | EACH | 105.00 | 2,100.00 | ||||||
| 730-11 | removal and disposal of electrical equipment | lump | LUMP | 3,850.00 | 3,850.00 | ||||||
| 731-02 | reflectorized raised pavement markers | 8,054 | EACH | 6.60 | 53,156.40 | ||||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 24.000 | MILE | 3,465.00 | 83,160.00 | ||||||
| 732-02-C | plastic pavement striping (solid line) (8" width) | 12.250 | MILE | 7,150.00 | 87,587.50 | ||||||
| 732-02-E | plastic pavement striping (solid line) (24" width) | 0.100 | MILE | 20,900.00 | 2,090.00 | ||||||
| 732-03-A-01 | plastic pavement striping (broken line)(4"width) preformed marking tape (contrast tape) |
8.000 | MILE | 5,445.00 | 43,560.00 | ||||||
| 732-04-F-01 | plastic pavement legends & symbols (exit only) (preformed marking tape-type v) |
4 | EACH | 1,100.00 | 4,400.00 | ||||||
| 732-04-F-04 | plastic pavement legends & symbols (preformed heat-applied retroreflective thermoplastic shields)(125 mils)(60"x180") |
15 | EACH | 1,100.00 | 16,500.00 | ||||||
| 732-05 | removal of existing markings | 7.800 | MILE | 6,490.00 | 50,622.00 | ||||||
| 740-01 | construction layout | lump | LUMP | 150,000.00 | 150,000.00 | ||||||
| 807-08 | structural metalwork | lump | LUMP | 4,200,000.00 | 4,200,000.00 | ||||||
| S-001 | portable impact attenuator (construction zone) | 2 | EACH | 18,000.00 | 36,000.00 | ||||||
| S-002 | dynamic message sign unit | 6 | EACH | 24,000.00 | 144,000.00 | ||||||
| S-003 | removing and reinstalling guard rail | 100 | LNFT | 27.50 | 2,750.00 | ||||||
| S-004-A | re-routing conduit at sign location 4-8 | lump | LUMP | 5,500.00 | 5,500.00 | ||||||
| S-004-B | re-routing conduit at sign location 5-6 | lump | LUMP | 5,500.00 | 5,500.00 | ||||||
| S-101-A | steel support bracket - location 5-6 | 1 | EACH | 200,000.00 | 200,000.00 | ||||||
| S-101-B | steel support bracket - location 5-1 | 1 | EACH | 200,000.00 | 200,000.00 | ||||||
| S-101-C | steel support bracket - location 4-9 | 1 | EACH | 200,000.00 | 200,000.00 | ||||||
| S-101-D | steel support bracket - location 4-8 | 1 | EACH | 200,000.00 | 200,000.00 | ||||||
| S-102-A | concrete support blister - location 9-12 | 1 | EACH | 200,000.00 | 200,000.00 | ||||||
| S-102-B | concrete support blister - location 8-21 | 1 | EACH | 200,000.00 | 200,000.00 | ||||||
| S-103-A | steel bracket supported truss assembly - location 5-6 | 1 | EACH | 270,000.00 | 270,000.00 | ||||||
| S-103-B | steel bracket supported truss assembly - location 5-1 | 1 | EACH | 240,000.00 | 240,000.00 | ||||||
| S-103-C | steel bracket supported truss assembly - location 4-9 | 1 | EACH | 240,000.00 | 240,000.00 | ||||||
| S-103-D | steel bracket supported truss assembly - location 4-8 | 1 | EACH | 250,000.00 | 250,000.00 | ||||||
| S-104-A | concrete blister supported truss assembly - location 9-12 |
1 | EACH | 40,000.00 | 40,000.00 | ||||||
| S-104-B | concrete blister supported truss assembly - location 8-21 |
1 | EACH | 40,000.00 | 40,000.00 | ||||||
| S-105-A | steel adapter bracket - location 4-1 | 1 | EACH | 16,000.00 | 16,000.00 | ||||||
| S-105-B | steel adapter bracket - location 8-21 | 1 | EACH | 16,000.00 | 16,000.00 | ||||||
| S-105-C | steel adapter bracket - location 9-5 | 1 | EACH | 16,000.00 | 16,000.00 | ||||||
| S-105-D | steel adapter bracket - location 9-6 | 1 | EACH | 16,000.00 | 16,000.00 | ||||||
| S-106 | installation of bearing plates | lump | LUMP | 165,000.00 | 165,000.00 | ||||||
| S-107 | required jacking operation for mod. of false chords at p.p's 21 and 35 |
lump | LUMP | 300,000.00 | 300,000.00 | ||||||
| S-108 | required jacking operation for mod. of longitudinal struts |
lump | LUMP | 150,000.00 | 150,000.00 | ||||||
| S-117 | repairs to existing type ii floorbeam retrofits | 14 | EACH | 6,500.00 | 91,000.00 | ||||||
| S-118 | proposed type ii floorbeam retrofits | 16 | EACH | 10,000.00 | 160,000.00 | ||||||
| S-119 | repairs to existing type iii and iv floorbeam retrofits |
29 | EACH | 10,000.00 | 290,000.00 | ||||||
| SUBTOTAL GENERAL | 11,342,496.90 | ||||||||||
| ALTERNATE A | replacement of main truss deck drain pipes | ||||||||||
| ALTERNATE A1 | replacing drain pipes with steel piping | ||||||||||
| S-109 | field verification of design dimensions | lump | LUMP | 30,000.00 | 30,000.00 | ||||||
| S-110 | remove existing piping & bracing and insall new 8" steel piping, bracing, & hardware @ p.pts. l0-l13,l15-l41, & l43-l56 |
108 | EACH | 7,000.00 | 756,000.00 | ||||||
| S-111 | remove existing piping & bracing and insall new 8" steel piping, bracing, & hardware @ mid panel pts. between l14 & l42 |
4 | EACH | 7,000.00 | 28,000.00 | ||||||
| S-112 | remove existing piping & bracing and insall new 8" steel piping, bracing, & hardware @ mid panel pts. between l24 & l32 |
16 | EACH | 7,000.00 | 112,000.00 | ||||||
| SUBTOTAL ALT A1 | 926,000.00 | ||||||||||
| pts. between l24 & l32 | |||||||||||
| ALTERNATE A2 | replacing drain pipes with fiberglass piping pts. between l24 & l32 | ||||||||||
| S-113 | field verification of design dimensions | lump | LUMP | 0.00 | 0.00 | ||||||
| S-114 | remove existing piping & bracing, insall new 8" fiberglass piping,bracing,& hardware @ p. pts. l0-l13,l15-l41, & l43-l56 |
108 | EACH | 0.00 | 0.00 | ||||||
| S-115 | remove existing piping & bracing, insall new 8" fiberglass piping,bracing,& hardware @ mid panel pts. between l14 & l42 |
4 | EACH | 0.00 | 0.00 | ||||||
| S-116 | remove existing piping & bracing, insall new 8" fiberglass piping,bracing,& hardware @ mid panel pts. between l24 & l32 |
16 | EACH | 0.00 | 0.00 | ||||||
| pts. between l24 & l32 | |||||||||||
| ALTERNATE D | additive alternate pts. between l24 & l32 | ||||||||||
| pts. between l24 & l32 | |||||||||||
| ALTERNATE D1 | add. alt. d1 - copolymer overlay system pts. between l24 & l32 | ||||||||||
| 713-01-D | temporary signs & barricades (additive alternate d1) | lump | LUMP | 105,000.00 | 105,000.00 | ||||||
| 713-03-B-D | temporary pavement markings (broken line)(4" width) (10' length) (additive alternate d1) |
4.394 | MILE | 577.00 | 2,535.34 | ||||||
| 713-03-B-01-D | temporary pvmt. markings (broken line)(4" w)(10' l) (type i removable) (additive alternate d1) |
10.985 | MILE | 4,290.00 | 47,125.65 | ||||||
| 713-04-A-D | temporary pavement markings (solid line)(4" width) (additive alternate d1) |
3.656 | MILE | 1,000.00 | 3,656.00 | ||||||
| 713-04-A-01-D | temporary pvmt. markings (solid line)(4" w)(type i removable) (additive alternate d1) |
9.035 | MILE | 17,425.00 | 157,434.88 | ||||||
| 713-06-D | temporary reflectorized raised pavement markers (additive alternate d1) |
5,800 | EACH | 5.60 | 32,480.00 | ||||||
| 727-01-D | mobilization (additive alternate d1) | lump | LUMP | 82,000.00 | 82,000.00 | ||||||
| S-120-D | epoxy-urethane overlay system (additive alternate d1) | 41,206.00 | SQYD | 80.00 | 3,296,480.00 | ||||||
| S-121-D | bridge deck patching (additive alternate d1) | 2.00 | SQYD | 3,300.00 | 6,600.00 | ||||||
| S-122-D | dynamic message sign unit (additive alternate d1) | 4 | EACH | 22,000.00 | 88,000.00 | ||||||
| SUBTOTAL ALT D1 | 3,821,311.87 | ||||||||||
| ITEM TOTAL (CONSTRUCTION BID) | 16,089,808.77 | ||||||||||
| NUMBER OF DAYS BID AT $15,000 PER DAY. | 4,200,000.00 | ||||||||||
| TOTAL BID | 20,289,808.77 | ||||||||||