J-1-4_Bid_chart.xlsx
XLSX spreadsheet 418 KB Posted
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- Pier in Candelilla de la Mar, Colombia
- Solicitation number
- SAQMMA17R0029
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Attachment J-1-4
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Gráfico2
#REF! 1 #REF! 1
Breakdown price by divisions
| UNITED STATES DEPARTMENT OF STATE |
| BREAKDOWN OF PRICE BY DIVISIONS OF SPECIFICATIONS |
| 1 | 2 | 3 | 4 | 5 | 6 |
| DIVISION/DESCRIPTION | LABOR | MATERIALS | OVERHEAD | PROFIT | TOTAL |
| 00 - Procurement and Contracting Requirements | |||||
| 01 - General Requirements | |||||
| 03 - Concrete | |||||
| 05 - Metals | |||||
| 06 - Wood, Plastics, Composites | |||||
| 07 - Thermal and Moisture Protection | |||||
| 13 - Special Construction | |||||
| 14 - Conveying Equipment | |||||
| 21 - Fire Suppression | |||||
| 25 - Integrated Automation | |||||
| 09 - Finishes | |||||
| 26 - Electrical | |||||
| 31 - Earthwork | |||||
| 32 - Exterior Improvements | |||||
| 35 - Waterway and marine construction |
TOTAL
| Colombian Pesos |
| Allowance Items: |
PROPOSAL PRICE TOTAL:
Alternates (list separately do not total)
Offeror: Date
&"Arial Narrow,Regular"Department of State - INL &"Arial Narrow,Regular"Constrction of one pier at Gorgona island &P of &N
CANDELILLA PIER
| DETAILED BIDDING CHART - GUIDE | |
| PROJECT: | CONSTRUCTION OF PIER |
| Place: | COLNAV BASE IN CANDELILLA DE LA MAR, NARIÑO, COLOMBIA |
| Date: | 2/15/17 |
| DESCRIPTION | UNIT | QUANTITY | UNIT PRICE | TOTAL COST | TOTAL COST BY CHAPTER | |
| BASE CONTRACT | ||||||
| 01 | General Requirements | $ 0.00 | ||||
| 01 32 16 00 20 | Construction progress documentation | LS | 1.00 | $ 0.00 | $ 0.00 | |
| 01 50 00 | Temporary Facilities and Controls (Include enclousere H=2.1 m.) | LS | 1.00 | $ 0.00 | $ 0.00 | |
| 01 50 02 | Replanting and location | LS | 1.00 | $ 0.00 | $ 0.00 | |
| 01 80 00 | Performance Requirements | |||||
| Bonding Requirements (Polizas Provide price individually) | LS | 1.00 | $ 0.00 | $ 0.00 | ||
| 01 57 19 | Temporary Environmental Controls (Implantacion PMA) | LS | 1.00 | $ 0.00 | $ 0.00 | |
| Including (Contingency Plan, Trainings and Required Personnel) |
| 03 | Concrete | $ 0.00 | |||
| 03 11 13. 00 10 | Structural cast-in-place concrete forming | LS | 1.00 | $ 0.00 | $ 0.00 |
| 03 20 00. 00 10 | Concrete Reinforcing. | LS | 1.00 | $ 0.00 | $ 0.00 |
| 03 20 00. 00 10 | Electrowelded mesh for concrete slab. | LS | 1.00 | $ 0.00 | $ 0.00 |
| 03 30 00. 00 10 | Cast-in-place structural concrete | ||||
| 03 30 00. 00 10 01 | Cast-in-place structural concrete for beams f'c=28 Mpa. | LS | 1.00 | $ 0.00 | $ 0.00 |
| 03 30 00. 00 10 02 | Cast-in-place structural concrete for slab 3.2 x 1.50 x 0.12 m, f'c=28 Mpa. | LS | 1.00 | $ 0.00 | $ 0.00 |
| 03 30 00. 00 10 03 | Cast-in-place structural concrete for slab 3.2 x 1.26 x 0.12 m, f'c=28 Mpa. | LS | 1.00 | $ 0.00 | $ 0.00 |
| 03 30 00. 00 10 04 | Cast-in-place structural concrete for slab 3.2 x 1.28 x 0.12 m, f'c=28 Mpa. | LS | 1.00 | $ 0.00 | $ 0.00 |
| 03 30 00. 00 10 05 | Cast-in-place structural concrete for slab 3.2 x 1.56 x 0.12 m, f'c=28 Mpa. | LS | 1.00 | $ 0.00 | $ 0.00 |
| 03 30 00. 00 10 06 | Cast-in-place structural concrete for slab 1.55 x 1.44 x 0.12 m, f'c=28 Mpa. | LS | 1.00 | $ 0.00 | $ 0.00 |
| 03 30 00. 00 10 07 | Cast-in-place structural concrete for slab 1.28 x 1.44 x 0.12 m, f'c=28 Mpa. | LS | 1.00 | $ 0.00 | $ 0.00 |
| 03 30 00. 00 10 08 | Cast-in-place structural concrete for Upper Concrete Slabs, f'c=28 Mpa. | LS | 1.00 | $ 0.00 | $ 0.00 |
| 03 30 00. 00 10 09 | Cast-in-place structural concrete for stairway f'c=28 Mpa with accessories. | LS | 1.00 | $ 0.00 | $ 0.00 |
| 03 30 00. 00 10 10 | Cast-in-place structural concrete for piles f'c=28 Mpa type TREMIE. | LS | 1.00 | $ 0.00 | $ 0.00 |
| 03 30 00. 00 10 11 | Supply and installation of epoxy SIKAGUARD 62 or equivalent according to specs. | LS | 1.00 | $ 0.00 | $ 0.00 |
| 03 30 00. 00 10 08 | Supply and installation of support neoprene for beams along headers according to drawings | LS | 1.00 | $ 0.00 | $ 0.00 |
| 05 | Metals | $ 0.00 | |||
| 05 05 23 16 | Structural welding | LS | 1.00 | $ 0.00 | $ 0.00 |
| 05 50 14 | Structural metal fabrications | ||||
| 05 50 14 01 | Supply and installation of horizontal metallic bracings, including cutting and welding. | LS | 1.00 | $ 0.00 | $ 0.00 |
| 05 50 14 02 | Supply and installation of Handrail, manufactured in wood, Include environmental protection and finish paint | LS | 1.00 | $ 0.00 | $ 0.00 |
| 07 | Thermal and Moisture Protection | $ 0.00 | |||
| 07 92 00 | Joint sealants | LS | 1.00 | $ 0.00 | $ 0.00 |
| 09 | Finishes | $ 0.00 | |||
| 09 96 00 | High-performance coating for piles, metallic bracings and Handrail | LS | 1.00 | $ 0.00 | $ 0.00 |
| 26 | Electrical | $ 0.00 | |||
| 26 41 00.00 40 | Lightinng Protectiom System - Ground system (metallic structure) | LS | 1.00 | $ 0.00 | $ 0.00 |
| 26 56 00 | Exterior Lighting | LS | 1.00 | $ 0.00 | $ 0.00 |
| 31 | Earthwork | $ 0.00 | |||
| 31 11 00 | Clearing and Grubbing | LS | 1.00 | $ 0.00 | $ 0.00 |
| 31 00 00. 01 | General excavation | LS | 1.00 | $ 0.00 | $ 0.00 |
| 31 62 23. 13 | Cast-in-place concrete piles, steel casing | LS | 1.00 | $ 0.00 | $ 0.00 |
| 31 62 23. 13 01 | Transport of Piles driving equipmet | LS | 1.00 | $ 0.00 | $ 0.00 |
| 31 62 23. 13 02 | Supply and installation of Piles D=20" Carbon steel SCH40 | LS | 1.00 | $ 0.00 | $ 0.00 |
| 31 62 23. 13 03 | Cut off the top of piles. Include pipe cut and concrete demolition in order to uncover the reinforcement | LS | 1.00 | $ 0.00 | $ 0.00 |
| 35 | Waterway and marine construction | $ 0.00 | |||
| 35 00 01 | Dock fender, type pile protection, maritime model 153, T=250 mm. length= 4000 mm. Diameter=500 mm. | LS | 1.00 | $ 0.00 | $ 0.00 |
| 35 00 02 | Supply and installation of Mooring Bollards Capacity =10 tons. | LS | 1.00 | $ 0.00 | $ 0.00 |
| TOTAL DIRECT COSTS | $ 0.00 | |
| Administration | % | $ 0.00 |
| Unforenseens | % | $ 0.00 |
| Profit | % | $ 0.00 |
| VAT(Over the profit value) | % | $ 0.00 |
TOTAL COSTS $ 0.00
PERFORMANCE TIME (in calendar days)
&"Arial Narrow,Regular"Department of State- INL &"Arial Narrow,Regular"Construction of one pier at Candelilla de la Mar &"Arial Narrow,Regular"&P of &N
COMPRAS
| PRESUPUESTO - CNP MARIQUITA |
| A&E DESIGN FOR A NEW LODGING BUILDING AT THE CNP AVIATION SCHOOL IN MARIQUITA TOLIMA |
| COMPRAS - CNP |
| A&E DESIGN FOR A NEW LODGING BUILDING AT THE CNP AVIATION SCHOOL IN MARIQUITA TOLIMA |
| 3/1/17 | ||||||
| ITEM | DESCRIPCIÓN | U.M. | CANT. | VR. UNITARIO | VR. PARCIAL | VR. TOTAL |
| 6 | INSTALACIONES ELÉCTRICAS | ERROR:#REF! | ||||
| 6,5,14 | Suministro Planta de Emergencia Insonorisada 150KVA | UN | 1.00 | ERROR:#REF! | ERROR:#REF! |
| 8 | INSTALACIONES AIRE ACONDICIONADO | ERROR:#REF! | ||||
| 8.1 | EQUIPOS DE AIRE ACONDICIONADO | |||||
| 8,1,1 | UCMS-01/UAMS-01: Equipo Mini Split 12,000 Btu/H, R-410, 208-230/1/60 | UN | 40.00 | ERROR:#REF! | ERROR:#REF! |
| 14 | CARPINTERIA DE MADERA | ERROR:#REF! | ||||
| 14.2 | Suministro e instalacion de M-1,Closet 2.05 x 2.10 en triplex pizano entamborado para las, divisiones y entrepaños. Sus cajones serán en madera de sajo o equivalente. Los filos de los costados serán marqueteados en sajo o equivalente. Se ubicarán tres bisagras por puerta a las cuales también se les instalará manija metálica y tope de lira. Se instalará bolillo metalico de 1”. | UN | 40.00 | ERROR:#REF! | ERROR:#REF! |
TOTAL COSTOS DIRECTOS ERROR:#REF!
| Administración | % | 0.03 | ERROR:#REF! |
| Imprevistos | % | 0.01 | ERROR:#REF! |
| Utilidad | % | 0.03 | ERROR:#REF! |
| I.V.A./Utilidad | % | 0.16 | ERROR:#REF! |
TOTAL OBRA ERROR:#REF!
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