ASJD_15-1015_Cnst_Cost_Estimate_Breakdown.xlsx
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- ASJD 15-1015 - CONSTRUCT ADDITION TO FIRE DEPARTMENT MAINTENANCE & APPARATUS AT FAC. 113, AREA 1, AVIANO AB
- Solicitation number
- FA5682-15-R-0012
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Project ASJD 15-1015_Construction Cost Estimate Breakdown
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| ADDITIONAL_REQUIREMENTS_June_2015.doc | DOC document | |
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| ASJD_15-1015_100_.PDF | ||
| 1407_100__TechnicalSpecifications.pdf |
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CONSTRUCTION COST
| CONSTRUCTION COST ESTIMATE BREAKDOWN | |
| CONTRACTOR | ADDRESS |
| CONTRACT FOR (Work to be performed) | PROPOSED TOTAL CONTRACT PRICE | |||||||||||
| CONSTRUCT ADD TO FIRE DEPARTMENT MAINTENANCE & APPARATUS , FAC. 113 - AREA 1 | ||||||||||||
| PURCHASE REQUEST NUMBER | PROJECT NUMBER | WORK LOCATION | ||||||||||
| ASJD 15-1015 | AREA 1, AVIANO AIR BASE, ITALY | |||||||||||
| MATERIAL COSTS | LABOR COSTS | |||||||||||
| LINE NO. | ITEM | UNIT OF MEASURE | QUANTITY | UNIT | TOTAL | MANHOURS MANDAYS | AVERAGE RATE | TOTAL | OTHER DIRECT COSTS | LINE TOTAL | ||
| (1) | (2) | (3) | (4) | (5) | (6) | (7) | (8) | (9) | (10) | |||
| PART I - DEMOLITIONS, EXCAVATIONS AND REMOVALS / Parte I - Demolizioni, Scavi e Rimozioni | ||||||||||||
| Ia Architectural Demolition - Ia Demolizioni Architettoniche | ||||||||||||
| 1 | BUILDING #113 DEMOLITION AND REMOVAL | |||||||||||
| Demolizione e rimozione del fabbricato n.113 esistente | IT. No. Art. n. | 1 | LS/AC |
Total Architectural Demolition - Totale Demolizioni Architettoniche
| Ib Structural Demolition - Ib Demolizioni Strutturali | |||
| 1 | DEMOLITION OF BITUMINOUS CONCRETE PAVEMENT FOR NEW BLD FOUNDATION, AVERAGE THICKNESS 50cm | ||
| Demolizione di pavimentazione in conglomerato bituminoso per realizzazione fondazioni, spessore di scavo 50cm | IT. No. Art. n. | 2 | SM/MQ |
| 2 | EXCAVATION IN ANY KIND OF SOIL | ||
| Scavo in terreno | IT. No. Art. n. | 3 | CU.M/MC |
Total Structural Demolition - Totale Demolizioni Strutturali
| Ic Civil Demolition - Ic Demolizioni Civili | |||
| 1 | DEMOLITION OF BITUMINOUS CONCRETE PAVEMENT FOR NEW GRASS AREA AND WALKWAY, THICKNESS 50cm | ||
| Demolizione di pavimentazione in conglomerato bituminoso per nuova superficie a verde e marciapiede, spessore di scavo 50cm | IT. No. Art. n. | 4 | SM/MQ |
| 2 | TRENCH EXCAVATION ON BIT. CONC. PAVEMENT | ||
| Scavo in trincea su pavimentazione in cong. Bituminoso | IT. No. Art. n. | 5a | CU.M/MC |
| 3 | TRENCH EXCAVATION ON EARTH | ||
| Scavo in trincea su pavimentazione in cong. Bituminoso | IT. No. Art. n. | 5b | CU.M/MC |
| 4 | DEMOLITION OF CONCRETE WALKWAY | ||
| Demolizione di marciapiede in calcestruzzo | IT. No. Art. n. | 6 | SM/MQ |
| 5 | BITUMINOUS CONCRETE PAVEMENT SCARIFICATION | ||
| Scarifica di pavimentazione in conglomerato Bituminoso | IT. No. Art. n. | 7 | SM/MQ |
Total Civil Demolition - Totale Demolizioni Civili
| Id Mechanical - Id Meccanico |
| NOT APPLICABLE |
Non Applicabile
| Ie Electrical - Ie Elettrico |
| NOT APPLICABLE |
Non Applicabile
| TOTAL PART I / Totale Parte I |
| PART II - ARCHITECTURAL, STRUCTURAL AND CIVIL WORK / Parte II - Lavori Architettonici, Strutturali e Civili |
| IIa Architectural Work - IIa Lavori Architettonici | |||||
| 1 | 30cm THICK GRAVEL MATERIAL SUBBASE | ||||
| Sottofondo in misto granulare, Sp=30cm | IT. No. Art. n. | 1 | CU.M/MC | ||
| 2 | 15cm THICK INDUSTRIAL TYPE FLOOR PAVEMENT | ||||
| Pavimento tipo industriale, spessore 15cm | IT. No. Art. n. | 2 | SM/MQ | ||
| 3 | ROOFING SYSTEM | ||||
| Pacchetto di copertura | IT. No. Art. n. | 3 | SM/MQ | ||
| 4 | INTERIOR PLASTER | ||||
| Intonaco interno | IT. No. Art. n. | 4 | SM/MQ | ||
| 5 | EXTERNAL PREFINISHED THERMAL INSULATION COMPOSITE SYSTEM. Isolamento termico esterno a cappotto | IT. No. Art. n. | 5 | SM/MQ | |
| 6 | PAINT INTERIOR CEILING | ||||
| Pitturazione del soffitto | IT. No. Art. n. | 6 | SM/MQ | ||
| 7 | PAINT INTERIOR SURFACES WITH LATEX PAINT | ||||
| Pitturazione con idropittura lavabile delle superfici interne | IT. No. Art. n. | 7 | SM/MQ | ||
| 8 | PAINT EXTERIOR SURFACES WITH LATEX PAINT | ||||
| Pitturazione con idropittura lavabile delle superfici esterne | IT. No. Art. n. | 8 | SM/MQ | ||
| 9 | KLINKER TILE LINING | ||||
| Rivestimento con piastrelle in klinker | IT. No. Art. n. | 9 | SM/MQ | ||
| 10 | 10 CM CERAMIC TILE BASEBOARD | ||||
| Zoccolino in listelli di ceramica da 10 cm | IT. No. Art. n. | 10 | LM/ML | ||
| 11 | WALL LINING 20 X 20 CM CERAMIC TILES | ||||
| Piastrelle ceramiche di rivestimento murario da 20 x 20 cm. | IT. No. Art. n. | 11 | SM/MQ | ||
| 12 | 8/10 MM GALVANIZED STEEL FLASHING | ||||
| Scossalina in acciaio zincato da 8/10 di mm. | IT. No. Art. n. | 12 | LM/ML | ||
| 13 | 3CM THICK MARBLE FOR THRESHOLD AND SILLS | ||||
| Soglia e davanzali in marmo da 3 cm | IT. No. Art. n. | 13 | SM/MQ | ||
| 14 | 120x220cm STEEL DOORS, D2 Type | ||||
| Porta in acciaio 120x220, tipo D2 | IT. No. Art. n. | 14 | EA/NO | ||
| 15 | OVERHEAD SECTIONAL DOOR REINSTALLATION | ||||
| Reinstalzione portoni sezionali | IT. No. Art. n. | 15 | EA/NO | ||
| 16 | 120x180cm ANDZ. ALUM. WINDOW , F1 Type | ||||
| Finestra in alluminio anodiz., 120x180 cm, tipo F1 | IT. No. Art. n. | 16 | EA/NO | ||
| 17 | 20x40x820cm INTERIOR UTILITY TRENCH GRATING | ||||
| Griglie per canalette servizi interne da 20x40x820 cm | IT. No. Art. n. | 17 | EA/NO | ||
| 18 | 8/10 GLVZ STEEL PREPAINT. DOWNSPOUT W/CAST-IRON BOOTS | ||||
| Pluviali in acciaio zincato da 8/10 preverniciati con terminali in ghisa | IT. No. Art. n. | 18 | LM/ML |
Total Architectural Work - Totale Lavori Architettonici
| IIb Structural Work - IIb Lavori Strutturali | |||
| 1 | C16/20 LEAN CONCRETE SUBFOUNDATION | ||
| Calcestruzzo C16/20 per sottofondazione | IT. No. Art. n. | 19 | CU.M/MC |
| 2 | C28/35CONCRETE FOR FOUNDATION BOND BEAM | ||
| Calcestruzzo classe C28/35 per travi di fondazione | IT. No. Art. n. | 20a | CU.M/MC |
| 3 | FORMWORKS FOR FOUNDATION BOND BEAM | ||
| Casseforme per travi di fondazione | IT. No. Art. n. | 20b | SM/MQ |
| 4 | B450C STEEL FOR FOUNDATION BEAMS REINFORCEMENT | ||
| Acciaio B450c per armatura travi di fondazione | IT. No. Art. n. | 20c | KG |
| 5 | ROOT RESISTANT BITUMINOUS MEMBRANE | ||
| Membrana bituminosa resistente alle radici | IT. No. Art. n. | 20d | SM/MQ |
| 6 | C28/35 CONCRETE FOR COLUMNS | ||
| Calcestruzzo classe C28/35 per pilastri | IT. No. Art. n. | 21a | CU.M/MC |
| 7 | FORMWORKS FOR COLUMNS | ||
| Casseforme per pilastri | IT. No. Art. n. | 21b | SM/MQ |
| 8 | B450C STEEL FOR COLUMNS | ||
| Acciaio B450c per armatura pilastri | IT. No. Art. n. | 21c | KG |
| 9 | C28/35 CONCRETE FOR ROOF BEAM | ||
| Calcestruzzo classe C28/35 per travi copertura | IT. No. Art. n. | 22a | CU.M/MC |
| 10 | FORMWORKS FOR ROOF BEAM | ||
| Casseforme per per travi copertura | IT. No. Art. n. | 22b | SM/MQ |
| 11 | B450C STEEL FOR ROOF BEAM | ||
| Acciaio B450c per armatura per travi copertura | IT. No. Art. n. | 22c | KG |
| 12 | REINFORCED WALL WITH 30cm THICK LIGHT CONCRETE BLOCK | ||
| Muratura armata realizzata con blocchi in calcestruzzo alleggerito (CMU), Sp= 20 cm | IT. No. Art. n. | 23 | SM/MQ |
| 13 | SPIROLL TYPE SLAB | ||
| Solaio tipo spiroll | IT. No. Art. n. | 24 | SM/MQ |
| 14 | S275JR STEEL CANOPY | ||
| tettoia in acciaio S275JR | IT. No. Art. n. | 25 | LS/AC |
| 15 | TESTING OF THE STRUCTURE | ||
| Collaudo della struttura | IT. No. Art. n. | 26 | LS/AC |
Total Structural Work - Totale Lavori Strutturale
| IIc Civil Work - IIc Lavori Civili | |||||
| 1 | 200 mm HDPE PIPES FOR DRAINAGE SYSTEM | ||||
| Tubi PEAD da 200 mm per impianto di drenaggio | IT. No. Art. n. | 27a | LM/ML | ||
| 2 | 110 mm HDPE PIPES FOR DRAINAGE SYSTEM | ||||
| Tubi PEAD da 110 mm per impianto di drenaggio | IT. No. Art. n. | 27b | LM/ML | ||
| 3 | 75 mm HDPE PIPES FOR DRAINAGE SYSTEM | ||||
| Tubi PEAD da 75 mm per impianto di drenaggio | IT. No. Art. n. | 27c | LM/ML | ||
| 4 | 110 DN HDPE PIPES FOR WATER SYSTEM | ||||
| Tubi PEAD DN110 per impianto idrico | IT. No. Art. n. | 28a | LM/ML | ||
| 5 | 160 DN HDPE PIPES FOR WATER SYSTEM | ||||
| Tubi PEAD DN160 per impianto idrico | IT. No. Art. n. | 28b | LM/ML | ||
| 6 | 32 DN HDPE GAS PIPES | ||||
| Tubi gas PEAD DN 32 | IT. No. Art. n. | 29 | LM/ML | ||
| 7 | PIPE BEDDING WITH GRAVEL AND SAND MATERIAL | ||||
| Allettamento tubi con sabbia e ghiaia | IT. No. Art. n. | 30 | CU.M/MC | ||
| 8 | BACKFILL AND COMPACTION OF TRENCHES | ||||
| Rinterro e compattazione delle trincee | IT. No. Art. n. | 31 | CU.M/MC | ||
| 9 | 3 MM DIAMETER COPPER WIRE | ||||
| Cavo di rame diametro 3 mm | IT. No. Art. n. | 32 | LM/ML | ||
| 10 | WARNING TAPE | ||||
| Nastro indicatore | IT. No. Art. n. | 33 | LM/ML | ||
| 11 | 50x50 CM REINF. CONCRETE PIT FOR DRAINAGE SYSTEM INCLUDING D400 COVER Pozzetto di calcestruzzo armato 50x50cm per impianto drenaggio compreso chiusino D400 | IT. No. Art. n. | 34a | EA/NO | |
| 12 | 60x60 CM REINF. CONCRETE VENTED DRAIN TRAP PIT INCLUDING D400 COVER Pozzetto di calcestruzzo armato 60x0cm pozzetto con sifone ventilato incluso chiusino D400 | IT. No. Art. n. | 34b | EA/NO | |
| 13 | 100x100 CM REINF. CONCRETE WATER PIT INCLUDING D400 COVER Pozzetto di calcestruzzo armato 100x100cm per rete idrica incluso chiusino D400 | IT. No. Art. n. | 35 | EA/NO | |
| 14 | PN 16, DN110 BRONZE VALVE Valvola PN 16, DN110 in bronzo | IT. No. Art. n. | 36a | EA/NO | |
| 15 | PN 16, DN160 BRONZE VALVE AND CAST-IRON VALVE BOX Valvola PN 16, DN160 in bronzo E box valvola in ghisa | IT. No. Art. n. | 36b | EA/NO | |
| 16 | POST INDICATOR VALVE Paletto indicatore e valvola | IT. No. Art. n. | 37 | EA/NO | |
| 17 | REINFORCED CONCRETE WALKWAY | ||||
| Marciapiedi in calcestruzzo armato | IT. No. Art. n. | 38 | SM/MQ | ||
| 18 | PREFABRICATED CONCRETE ROAD CURBS | ||||
| Cigli stradali prefabbricati in calcestruzzo | IT. No. Art. n. | 39 | LM/ML | ||
| 19 | 30 CM STABILIZED GRANULAR SUBBASE FOR APRON | ||||
| Strato di sottofondo in granulare stabilizzato da 30 cm per piazzale | IT. No. Art. n. | 40 | CU.M/MC | ||
| 20 | 10 CM BITUMINOUS CONCRETE BASE COURSE Strato di base da 10 cm in conglomerato bituminoso | IT. No. Art. n. | 41 | SM/MQ | |
| 21 | 6 CM BITUMINOUS CONCRETE BINDER COURSE Strato di binder da 6 cm in conglomerato bituminoso | IT. No. Art. n. | 42 | SM/MQ | |
| 22 | 3 CM THICK BITUMINOUS CONCRETE WEARING COURSE | ||||
| Conglomerato bituminoso per strato di usura, spessore 3 cm | IT. No. Art. n. | 43 | SM/MQ | ||
| 23 | PAINTING OF 12 CM WIDE MARKING STRIPS Pitturazione di strisce di segnalazione da 12 cm. | IT. No. Art. n. | 44 | LM/ML | |
| 24 | 15CM THICK TOP SOIL | ||||
| Terreno vegetale, spessore 15cm | IT. No. Art. n. | 45 | CU.M/MC | ||
| 25 | GRASS SEEDING AND FERTILIZE | ||||
| Semina e fertilizzante | IT. No. Art. n. | 46 | SM/MQ | ||
| 26 | EXISTING PIT ELEVATION UPGRADING | ||||
| Modifica della quota di pozzetti esistenti | IT. No. Art. n. | 47 | LS/AC |
Total Civil Work - Totale Lavori civili
| TOTAL PART II / Totale Parte II | |||
| PART III - MECHANICAL WORK / Parte III - Lavori Meccanici | |||
| IIIa HVAC System - IIIa Impianto HVAC | |||
| 1 | NEW GAS METANO FEEDING LINE W/ METER AND FITTINGS | ||
| Nuova linea gas metano con contatore e accessori | IT. No. Art. n. | 1 | LS/AC |
| 2 | NEW BOILER, CONTROLS AND ACCESSORIES | ||
| Nuova caldaia, controlli ed accessori | IT. No. Art. n. | 2 | LS/AC |
| 3 | HEATER UNIT COMPLETE OF VALVES, CONTROLS AND FITTINGS | ||
| Aerotermo completo di valvolame, controlli ed accessori | IT. No. Art. n. | 3 | EA/NO |
| 4 | HEATING CONTROL SYSTEM | ||
| Sistema di controllo del riscaldamento | IT. No. Art. n. | 4 | LS/AC |
| 5 | HVAC HOT WATER PIPEWORK AND FITTINGS | ||
| Circuiti acqua calda impianto HVAC ed accessori | IT. No. Art. n. | 5 | LS/AC |
| 6 | COMPLETE SOURCE CAPTURE EXHAUST EXTRACTION SYSTEM FOR SINGLE VEHICLE AT TIME | ||
| Sistema completo di aspirazione alla sorgente gas di scarico per un singolo veicolo alla volta | IT. No. Art. n. | 6 | EA/NO |
| 7 | AIR RENOVATION SYSTEM COMPLETE OF CONTROLS, CONTAMINANT SENSORS AND FITTINGS | ||
| Sistema di rinnovo dell'aria completo di controlli, sensori di contaminanti ed accessori | IT. No. Art. n. | 7 | LS/AC |
| 8 | TEST AND BALANCING HVAC AND VENTILATION SYSTEMS | ||
| Prove e bilaciamento dei sistemi HVAC e ventilazione | IT. No. Art. n. | 8 | LS/AC |
| Total HVAC System - Totale Impianto HVAC |
| IIIb Plumbing System - IIIb Impianto Idrico Sanitario | |||
| 1 | DOMESTIC COLD AND HOT WATER PIPEWORK INCLUDING VEHICLE REFILLING LINES AND FITTINGS. | ||
| Rete di distribuzione acqua calda e fredda potabile incluse le linee di riempimento degli automezzi e gli accessori. | IT. No. Art. n. | 9 | LS/AC |
| 2 | PN16 BALL VALVE - DN15 | ||
| Valvola a sfera PN16 - DN15 | IT. No. Art. n. | 10a | EA/NO |
| 3 | PN16 BALL VALVE - DN20 | ||
| Valvola a sfera PN16 - DN20 | IT. No. Art. n. | 10b | EA/NO |
| 4 | PN16 BALL VALVE - DN65 | ||
| Valvola a sfera PN16 - DN65 | IT. No. Art. n. | 10c | EA/NO |
| 5 | PN16 BALL VALVE - DN80 | ||
| Valvola a sfera PN16 - DN80 | IT. No. Art. n. | 10d | EA/NO |
| 6 | PN16 PRESSURE REGULATOR - DN20 | ||
| Regolatore di pressione PN16 - DN20 | IT. No. Art. n. | 11 | EA/NO |
| 7 | Y FILTER - DN15 | ||
| Filtro ad Y - DN15 | IT. No. Art. n. | 12a | EA/NO |
| 8 | Y FILTER - DN20 | ||
| Filtro ad Y - DN20 | IT. No. Art. n. | 12b | EA/NO |
| 9 | Y FILTER - DN80 | ||
| Filtro ad Y - DN80 | IT. No. Art. n. | 12c | EA/NO |
| 10 | BACKFLOW PREVENTER - DN15 | ||
| Disconnettore - DN15 | IT. No. Art. n. | 13a | EA/NO |
| 11 | BACKFLOW PREVENTER FIELD TESTABLE - DN20 | ||
| Disconnettore testabile in campo - DN20 | IT. No. Art. n. | 13b | EA/NO |
| 12 | BACKFLOW PREVENTER FIELD TESTABLE - DN80 | ||
| Disconnettore testabile in campo - DN80 | IT. No. Art. n. | 13c | EA/NO |
| 13 | SANITARY FIXTURE W/ HOT & COLD WATER SUPPLY AND DRAIN - INOX SINK | ||
| Apparecchio sanitario con acqua calda e fredad e scarico - lavello inox | IT. No. Art. n. | 14a | EA/NO |
| 14 | SANITARY FIXTURE W/ HOT & COLD WATER SUPPLY AND DRAIN - INOX MOP SINK & MOP HANGING RACK | ||
| Apparecchio sanitario con acqua calda e fredad e scarico - lavello scope inox e rastrelliera | IT. No. Art. n. | 14b | EA/NO |
| 15 | SANITARY FIXTURE W/ HOT & COLD WATER SUPPLY AND DRAIN -INOX EYE WASH FOUNTAIN | ||
| Apparecchio sanitario con acqua calda e fredad e scarico - lavaocchi inox | IT. No. Art. n. | 15 | EA/NO |
| 16 | ELECTRIC WATER HEATER W/ HOT & COLD WATER SUPPLY - 35 l | ||
| Scalda acqua elettrico con connessioni idrauliche - 35 l | IT. No. Art. n. | 16 | EA/NO |
| 17 | WATER METER - DN80 | ||
| Contatore d'acqua - DN80 | IT. No. Art. n. | 17a | EA/NO |
| 18 | WATER METER - DN125 | ||
| Contatore d'acqua - DN125 | IT. No. Art. n. | 17b | EA/NO |
| 19 | SEWER, DRAIN AND VENTILATION SYSTEM | ||
| Fognatura, scarichi e ventilazione | IT. No. Art. n. | 18 | LS/AC |
| 20 | TEST AND CLEANING PUMBING SYSTEMS | ||
| Prove e pulizia impianto idricosanitario | IT. No. Art. n. | 19 | LS/AC |
| Total Plumbing Systemm - Totale Impianto Idrico Sanitario |
| IIIc Fire Protection System - IIIc Impianto antincendio | |||
| 1 | WET PIPE SPRINKLER SYSTEM FROM CONTROL VALVE TO NOZZLES | ||
| Impianto sprinkler ad umido dalla stazione di controllo sino agli erogatori | IT. No. Art. n. | 20 | LS/AC |
| 2 | OS&Y GATE VALVE W/ TAMPER SWITCH - DN100. | ||
| Valvola di intercettazione OS&Y con interruttore antimanomissione - DN100 | IT. No. Art. n. | 21 | EA/NO |
| 3 | FIRE DEPARTMENT CONNECTION - FDC DN80 UNI70 DOUBLE. | ||
| Gruppo attacco VVF - FDC DN80 UNI70 doppio | IT. No. Art. n. | 22a | EA/NO |
| 4 | Y FILTER - DN100 | ||
| Filtro ad Y - DN100 | IT. No. Art. n. | 23a | EA/NO |
| 5 | BACKFLOW PREVENTER FIELD TESTABLE - DN100 | ||
| Disconnettore testabile in campo - DN100 | IT. No. Art. n. | 24a | EA/NO |
| 6 | HYDRAULIC CALCULATION - SPRINKLER NFPA 13 | ||
| Calcoli idraulici sprinkler - NFPA 13 | IT. No. Art. n. | 25 | LS/AC |
| 7 | SPRINKLER SYSTEM TEST AND REPORT | ||
| Prove e rapporto delle prove sullo srinkler | IT. No. Art. n. | 26 | LS/AC |
| Total Fire Protection System - Totale Impianto antincendio |
| TOTAL PART III / Totale Parte III | |||||
| PART IV- ELECTRICAL WORK / Parte VI - Lavori Elettrici | |||||
| 1 | ELECTRIC LINE | ||||
| Linea elettrica | IT. No. Art. n. | 1a | LM/ML | ||
| 2 | PVC CONDUIT | ||||
| Tubazione in PVC | IT. No. Art. n. | 1b | LM/ML | ||
| 3 | PRECAST MANHOLE | ||||
| Pozzetto prefabbricato | IT. No. Art. n. | 1c | EA/NO | ||
| 4 | MDP PANEL | ||||
| Quadro MDP | IT. No. Art. n. | 2 | EA/NO | ||
| 5 | EMERGENCY GENERATOR Generatore di emergenza | IT. No. Art. n. | 3 | EA/NO | |
| 6 | INTERLOCKED OUTLET | ||||
| Presa interbloccata | IT. No. Art. n. | 4a | EA/NO | ||
| 7 | INTERLOCKED OUTLET | ||||
| Presa interbloccata | IT. No. Art. n. | 4b | EA/NO | ||
| 8 | ITALIAN STYLE RECEPTACLE OUTLET | ||||
| Presa itipo italiano | IT. No. Art. n. | 5a | EA/NO | ||
| 9 | ITALIAN STYLE RECEPTACLE OUTLET WITH CIRCUIT BREAKER | ||||
| Presa itipo italiano con interruttore | IT. No. Art. n. | 5b | EA/NO | ||
| 10 | 16 A OUTLET POINT | ||||
| Punto presa 16 A | IT. No. Art. n. | 6a | EA/NO | ||
| 11 | 32 A OUTLET POINT | ||||
| Punto presa 32 A | IT. No. Art. n. | 6b | EA/NO | ||
| 12 | LIGHTING POINT | ||||
| Punto luce | IT. No. Art. n. | 7 | EA/NO | ||
| 13 | 2x36W LIGHTING FIXTURE | ||||
| Corpo illuminante 2x36W | IT. No. Art. n. | 8 | EA/NO | ||
| 14 | 125W LED LIGHTING FIXTURE | ||||
| Corpo illuminante a LED da 125W | IT. No. Art. n. | 9 | EA/NO | ||
| 15 | 94W LED FLOODLIGHT | ||||
| Proiettore a LED da 94W | IT. No. Art. n. | 10 | EA/NO | ||
| 16 | EMERGENCY LIGHTING FIXTURE | ||||
| Corpo illuminante emergenza | IT. No. Art. n. | 11a | EA/NO | ||
| 17 | EXIT LIGHTING FIXTURE | ||||
| Indicatore di uscita | IT. No. Art. n. | 11b | EA/NO | ||
| 18 | MOTOR WINDOW POINT | ||||
| Punto alimentazione finestre motorizzate | IT. No. Art. n. | 12a | EA/NO | ||
| 19 | OVERHEAD SECTIONAL DOOR POINT | ||||
| Punto alimentazione portoni sezionali | IT. No. Art. n. | 12b | EA/NO | ||
| 20 | COMUNICATION OUTLET | ||||
| Presa per comunicazioni | IT. No. Art. n. | 13 | EA/NO | ||
| 21 | COMMUNICATION OUTLET POINT | ||||
| Punto presa comunicazioni | IT. No. Art. n. | 14 | EA/NO | ||
| 22 | FIRE ALARM SYSTEM Impianto allarme incend | IT. No. Art. n. | 15 | LS/AC | |
| 23 | MECHANICAL POINT | ||||
| Punto alimentazione meccanico | IT. No. Art. n. | 16 | EA/NO | ||
| 24 | GROUNDING SYSTEM | ||||
| Impianto di terra | IT. No. Art. n. | 17 | LS/AC | ||
| 25 | ELECTRICAL SYSTEM TESTS Prove Impianto Elettrico | IT. No. Art. n. | 18 | LS/AC |
TOTAL PART V / Totale Parte V
| SUMMARY / Riepilogo |
| PART I - DEMOLITIONS, EXCAVATIONS AND REMOVALS |
| PART II - ARCHITECTURAL, STRUCTURAL AND CIVIL WORK |
| PART III - MECHANICAL WORK |
| PART IV - ELECTRICAL WORK |
| TOTAL PRICE / Costo Totale |
0.00
Sheet &P of &N
Grand Total ASJD 15-1015 - CONSTRUCT ADD TO FIRE DEPARTMENT MAINTENANCE & APPARATUS , FAC. 113 - AREA 1
INSTRUCTIONS FOR COMPLETING THE FORM
TOTAL MATERIAL COSTS €
TOTAL LABOR COSTS €
TOTAL OTHER DIRECT COSTS €
TOTAL DIRECT COSTS €
OVERHEAD % €
SUBTOTAL €
PROFIT % €
TOTAL PRICE €
DATE FIRM NAME
TITLE BY
INSTRUCTIONS TO OFFERORS
Sheet 14 of 14
Col 1 Item. Description of materials required, work to be done, special equipment needed, etc. Breakdown should be in sufficient detail to permit itemizing of all direct costs.
Col 2 Unit of Measure. Description of the unit in which each item is to be estimated (examples - square yards-SY, cubic yards-CY, square feet- SF, linear feet-LF, board feet-BF, each-EA,, pound-LB).
Col 3 Quantity. Contractor's estimated of quantity required in terms of unit of measure (column 2). item and units of measure will be furnished by the Government. Quantity estimates will be furnished by the Government only when it is anticipated that a unit price contract will be issued. Otherwise, the contractor is responsible for determining quantity estimates.
Col 4 and 5 Material Costs. Enter unit cost (Col 4) of material to be supplied and total cost (Col 5) for item listed in column 1.
Col 6, 7 and 8 Labor Costs. Enter in col 6 the estimated number of manhours or mandays needed to perform the work listed in column 1. Enter in col 7 the average rate per manhour (manday) and in col 8 the total labor cost.
Col 9 Other Direct Costs. Enter estimated costs of special equipment and other items (listed in column 1), which are special to the contract and of significant dollar value.
Col 10 Line. Self-explanatory.
Note: In addition to other totals entered on various pages, the grand total of column 10, plus overhead and profit will be shown on the last page as follows:
Col 1 Item. Description of materials required, work to be done, special equipment needed, etc. Breakdown should be in sufficient detail to permit itemizing of all direct costs.
Col 2 Unit of Measure. Description of the unit in which each item is to be estimated (examples - square yards-SY, cubic yards-CY, square feet- SF, linear feet-LF, board feet-BF, each-EA,, pound-LB).
Col 3 Quantity. Contractor's estimated of quantity required in terms of unit of measure (column 2). item and units of measure will be furnished by the Government. Quantity estimates will be furnished by the Government only when it is anticipated that a unit price contract will be issued. Otherwise, the contractor is responsible for determining quantity estimates.
Col 4 and 5 Material Costs. Enter unit cost (Col 4) of material to be supplied and total cost (Col 5) for item listed in column 1.
Col 6, 7 and 8 Labor Costs. Enter in col 6 the estimated number of manhours or mandays needed to perform the work listed in column 1. Enter in col 7 the average rate per manhour (manday) and in col 8 the total labor cost.
Col 9 Other Direct Costs. Enter estimated costs of special equipment and other items (listed in column 1), which are special to the contract and of significant dollar value.
Col 10 Line. Self-explanatory.
Note: In addition to other totals entered on various pages, the grand total of column 10, plus overhead and profit will be shown on the last page as follows:
Col 1 Item. Description of materials required, work to be done, special equipment needed, etc. Breakdown should be in sufficient detail to permit itemizing of all direct costs.
Col 2 Unit of Measure. Description of the unit in which each item is to be estimated (examples - square yards-SY, cubic yards-CY, square feet- SF, linear feet-LF, board feet-BF, each-EA,, pound-LB).
Col 3 Quantity. Contractor's estimated of quantity required in terms of unit of measure (column 2). item and units of measure will be furnished by the Government. Quantity estimates will be furnished by the Government only when it is anticipated that a unit price contract will be issued. Otherwise, the contractor is responsible for determining quantity estimates.
Col 4 and 5 Material Costs. Enter unit cost (Col 4) of material to be supplied and total cost (Col 5) for item listed in column 1.
Col 6, 7 and 8 Labor Costs. Enter in col 6 the estimated number of manhours or mandays needed to perform the work listed in column 1. Enter in col 7 the average rate per manhour (manday) and in col 8 the total labor cost.
Col 9 Other Direct Costs. Enter estimated costs of special equipment and other items (listed in column 1), which are special to the contract and of significant dollar value.
Col 10 Line. Self-explanatory.
Note: In addition to other totals entered on various pages, the grand total of column 10, plus overhead and profit will be shown on the last page as follows:
Col 1 Item. Description of materials required, work to be done, special equipment needed, etc. Breakdown should be in sufficient detail to permit itemizing of all direct costs.
Col 2 Unit of Measure. Description of the unit in which each item is to be estimated (examples - square yards-SY, cubic yards-CY, square feet- SF, linear feet-LF, board feet-BF, each-EA,, pound-LB).
Col 3 Quantity. Contractor's estimated of quantity required in terms of unit of measure (column 2). item and units of measure will be furnished by the Government. Quantity estimates will be furnished by the Government only when it is anticipated that a unit price contract will be issued. Otherwise, the contractor is responsible for determining quantity estimates.
Col 4 and 5 Material Costs. Enter unit cost (Col 4) of material to be supplied and total cost (Col 5) for item listed in column 1.
Col 6, 7 and 8 Labor Costs. Enter in col 6 the estimated number of manhours or mandays needed to perform the work listed in column 1. Enter in col 7 the average rate per manhour (manday) and in col 8 the total labor cost.
Col 9 Other Direct Costs. Enter estimated costs of special equipment and other items (listed in column 1), which are special to the contract and of significant dollar value.
Col 10 Line. Self-explanatory.
Note: In addition to other totals entered on various pages, the grand total of column 10, plus overhead and profit will be shown on the last page as follows:
Col 1 Item. Description of materials required, work to be done, special equipment needed, etc. Breakdown should be in sufficient detail to permit itemizing of all direct costs.
Col 2 Unit of Measure. Description of the unit in which each item is to be estimated (examples - square yards-SY, cubic yards-CY, square feet- SF, linear feet-LF, board feet-BF, each-EA,, pound-LB).
Col 3 Quantity. Contractor's estimated of quantity required in terms of unit of measure (column 2). item and units of measure will be furnished by the Government. Quantity estimates will be furnished by the Government only when it is anticipated that a unit price contract will be issued. Otherwise, the contractor is responsible for determining quantity estimates.
Col 4 and 5 Material Costs. Enter unit cost (Col 4) of material to be supplied and total cost (Col 5) for item listed in column 1.
Col 6, 7 and 8 Labor Costs. Enter in col 6 the estimated number of manhours or mandays needed to perform the work listed in column 1. Enter in col 7 the average rate per manhour (manday) and in col 8 the total labor cost.
Col 9 Other Direct Costs. Enter estimated costs of special equipment and other items (listed in column 1), which are special to the contract and of significant dollar value.
Col 10 Line. Self-explanatory.
Note: In addition to other totals entered on various pages, the grand total of column 10, plus overhead and profit will be shown on the last page as follows:
Col 1 Item. Description of materials required, work to be done, special equipment needed, etc. Breakdown should be in sufficient detail to permit itemizing of all direct costs.
Col 2 Unit of Measure. Description of the unit in which each item is to be estimated (examples - square yards-SY, cubic yards-CY, square feet- SF, linear feet-LF, board feet-BF, each-EA,, pound-LB).
Col 3 Quantity. Contractor's estimated of quantity required in terms of unit of measure (column 2). item and units of measure will be furnished by the Government. Quantity estimates will be furnished by the Government only when it is anticipated that a unit price contract will be issued. Otherwise, the contractor is responsible for determining quantity estimates.
Col 4 and 5 Material Costs. Enter unit cost (Col 4) of material to be supplied and total cost (Col 5) for item listed in column 1.
Col 6, 7 and 8 Labor Costs. Enter in col 6 the estimated number of manhours or mandays needed to perform the work listed in column 1. Enter in col 7 the average rate per manhour (manday) and in col 8 the total labor cost.
Col 9 Other Direct Costs. Enter estimated costs of special equipment and other items (listed in column 1), which are special to the contract and of significant dollar value.
Col 10 Line. Self-explanatory.
Note: In addition to other totals entered on various pages, the grand total of column 10, plus overhead and profit will be shown on the last page as follows:
Col 1 Item. Description of materials required, work to be done, special equipment needed, etc. Breakdown should be in sufficient detail to permit itemizing of all direct costs.
Col 2 Unit of Measure. Description of the unit in which each item is to be estimated (examples - square yards-SY, cubic yards-CY, square feet- SF, linear feet-LF, board feet-BF, each-EA,, pound-LB).
Col 3 Quantity. Contractor's estimated of quantity required in terms of unit of measure (column 2). item and units of measure will be furnished by the Government. Quantity estimates will be furnished by the Government only when it is anticipated that a unit price contract will be issued. Otherwise, the contractor is responsible for determining quantity estimates.
Col 4 and 5 Material Costs. Enter unit cost (Col 4) of material to be supplied and total cost (Col 5) for item listed in column 1.
Col 6, 7 and 8 Labor Costs. Enter in col 6 the estimated number of manhours or mandays needed to perform the work listed in column 1. Enter in col 7 the average rate per manhour (manday) and in col 8 the total labor cost.
Col 9 Other Direct Costs. Enter estimated costs of special equipment and other items (listed in column 1), which are special to the contract and of significant dollar value.
Col 10 Line. Self-explanatory.
Note: In addition to other totals entered on various pages, the grand total of column 10, plus overhead and profit will be shown on the last page as follows:
1. The purpose of this form is to provide a standard format by which the offeror submits to the Government a summary of incurred and estimated costs, (and attached supporting information) suitable for detailed review and analysis. Prior to the award of a contract resulting from this proposal, the offeror shall, under the conditions stated in ASPR 3-807.3, be required to submit a certificate of current cost or pricing data (see ASPR 3-807.3 and 3-807.4).
2. In addition to the specific information required by this form, the offeror is experted, in good faith, to incorporate in and submit with this form any additional data, supporting schedules, or substation which are reasonably required for the conduct of an appropriate review and analysis in the light of the specific facts of this procurement. For effective negotiations, it is essential that there be a clean understanding of:
a. The existing, verifiable data.
b. The judgmental factors applied in projecting from know data to the estimate, and
c. The contingencies used by the offeror in his proposed price.
In short, the offeror's estimating process itself needs to be disclosed.
3. When attachment of supporting cost or pricing data to this form is impracticable, the data will be described (with schedules as appropriate) and made available to the contracting officer or his authorized representative upon request.
4. By submission of this proposal the offeror grants to the contracting officer, or his authorized representative, the right to examine, for the purpose of verifying the cost or pricing data submitted, those books, records, documents and other supporting data which will permit adequate evaluation of such cost or pricing data, along with the computations and projections used therein. This right may be exercised in connection with any negotiations prior to contract award.
1. The purpose of this form is to provide a standard format by which the offeror submits to the Government a summary of incurred and estimated costs, (and attached supporting information) suitable for detailed review and analysis. Prior to the award of a contract resulting from this proposal, the offeror shall, under the conditions stated in ASPR 3-807.3, be required to submit a certificate of current cost or pricing data (see ASPR 3-807.3 and 3-807.4).
2. In addition to the specific information required by this form, the offeror is experted, in good faith, to incorporate in and submit with this form any additional data, supporting schedules, or substation which are reasonably required for the conduct of an appropriate review and analysis in the light of the specific facts of this procurement. For effective negotiations, it is essential that there be a clean understanding of:
a. The existing, verifiable data.
b. The judgmental factors applied in projecting from know data to the estimate, and
c. The contingencies used by the offeror in his proposed price.
In short, the offeror's estimating process itself needs to be disclosed.
3. When attachment of supporting cost or pricing data to this form is impracticable, the data will be described (with schedules as appropriate) and made available to the contracting officer or his authorized representative upon request.
4. By submission of this proposal the offeror grants to the contracting officer, or his authorized representative, the right to examine, for the purpose of verifying the cost or pricing data submitted, those books, records, documents and other supporting data which will permit adequate evaluation of such cost or pricing data, along with the computations and projections used therein. This right may be exercised in connection with any negotiations prior to contract award.
1. The purpose of this form is to provide a standard format by which the offeror submits to the Government a summary of incurred and estimated costs, (and attached supporting information) suitable for detailed review and analysis. Prior to the award of a contract resulting from this proposal, the offeror shall, under the conditions stated in ASPR 3-807.3, be required to submit a certificate of current cost or pricing data (see ASPR 3-807.3 and 3-807.4).
2. In addition to the specific information required by this form, the offeror is experted, in good faith, to incorporate in and submit with this form any additional data, supporting schedules, or substation which are reasonably required for the conduct of an appropriate review and analysis in the light of the specific facts of this procurement. For effective negotiations, it is essential that there be a clean understanding of:
a. The existing, verifiable data.
b. The judgmental factors applied in projecting from know data to the estimate, and
c. The contingencies used by the offeror in his proposed price.
In short, the offeror's estimating process itself needs to be disclosed.
3. When attachment of supporting cost or pricing data to this form is impracticable, the data will be described (with schedules as appropriate) and made available to the contracting officer or his authorized representative upon request.
4. By submission of this proposal the offeror grants to the contracting officer, or his authorized representative, the right to examine, for the purpose of verifying the cost or pricing data submitted, those books, records, documents and other supporting data which will permit adequate evaluation of such cost or pricing data, along with the computations and projections used therein. This right may be exercised in connection with any negotiations prior to contract award.
1. The purpose of this form is to provide a standard format by which the offeror submits to the Government a summary of incurred and estimated costs, (and attached supporting information) suitable for detailed review and analysis. Prior to the award of a contract resulting from this proposal, the offeror shall, under the conditions stated in ASPR 3-807.3, be required to submit a certificate of current cost or pricing data (see ASPR 3-807.3 and 3-807.4).
2. In addition to the specific information required by this form, the offeror is experted, in good faith, to incorporate in and submit with this form any additional data, supporting schedules, or substation which are reasonably required for the conduct of an appropriate review and analysis in the light of the specific facts of this procurement. For effective negotiations, it is essential that there be a clean understanding of:
a. The existing, verifiable data.
b. The judgmental factors applied in projecting from know data to the estimate, and
c. The contingencies used by the offeror in his proposed price.
In short, the offeror's estimating process itself needs to be disclosed.
3. When attachment of supporting cost or pricing data to this form is impracticable, the data will be described (with schedules as appropriate) and made available to the contracting officer or his authorized representative upon request.
4. By submission of this proposal the offeror grants to the contracting officer, or his authorized representative, the right to examine, for the purpose of verifying the cost or pricing data submitted, those books, records, documents and other supporting data which will permit adequate evaluation of such cost or pricing data, along with the computations and projections used therein. This right may be exercised in connection with any negotiations prior to contract award.
1. The purpose of this form is to provide a standard format by which the offeror submits to the Government a summary of incurred and estimated costs, (and attached supporting information) suitable for detailed review and analysis. Prior to the award of a contract resulting from this proposal, the offeror shall, under the conditions stated in ASPR 3-807.3, be required to submit a certificate of current cost or pricing data (see ASPR 3-807.3 and 3-807.4).
2. In addition to the specific information required by this form, the offeror is experted, in good faith, to incorporate in and submit with this form any additional data, supporting schedules, or substation which are reasonably required for the conduct of an appropriate review and analysis in the light of the specific facts of this procurement. For effective negotiations, it is essential that there be a clean understanding of:
a. The existing, verifiable data.
b. The judgmental factors applied in projecting from know data to the estimate, and
c. The contingencies used by the offeror in his proposed price.
In short, the offeror's estimating process itself needs to be disclosed.
3. When attachment of supporting cost or pricing data to this form is impracticable, the data will be described (with schedules as appropriate) and made available to the contracting officer or his authorized representative upon request.
4. By submission of this proposal the offeror grants to the contracting officer, or his authorized representative, the right to examine, for the purpose of verifying the cost or pricing data submitted, those books, records, documents and other supporting data which will permit adequate evaluation of such cost or pricing data, along with the computations and projections used therein. This right may be exercised in connection with any negotiations prior to contract award.
1. The purpose of this form is to provide a standard format by which the offeror submits to the Government a summary of incurred and estimated costs, (and attached supporting information) suitable for detailed review and analysis. Prior to the award of a contract resulting from this proposal, the offeror shall, under the conditions stated in ASPR 3-807.3, be required to submit a certificate of current cost or pricing data (see ASPR 3-807.3 and 3-807.4).
2. In addition to the specific information required by this form, the offeror is experted, in good faith, to incorporate in and submit with this form any additional data, supporting schedules, or substation which are reasonably required for the conduct of an appropriate review and analysis in the light of the specific facts of this procurement. For effective negotiations, it is essential that there be a clean understanding of:
a. The existing, verifiable data.
b. The judgmental factors applied in projecting from know data to the estimate, and
c. The contingencies used by the offeror in his proposed price.
In short, the offeror's estimating process itself needs to be disclosed.
3. When attachment of supporting cost or pricing data to this form is impracticable, the data will be described (with schedules as appropriate) and made available to the contracting officer or his authorized representative upon request.
4. By submission of this proposal the offeror grants to the contracting officer, or his authorized representative, the right to examine, for the purpose of verifying the cost or pricing data submitted, those books, records, documents and other supporting data which will permit adequate evaluation of such cost or pricing data, along with the computations and projections used therein. This right may be exercised in connection with any negotiations prior to contract award.
1. The purpose of this form is to provide a standard format by which the offeror submits to the Government a summary of incurred and estimated costs, (and attached supporting information) suitable for detailed review and analysis. Prior to the award of a contract resulting from this proposal, the offeror shall, under the conditions stated in ASPR 3-807.3, be required to submit a certificate of current cost or pricing data (see ASPR 3-807.3 and 3-807.4).
2. In addition to the specific information required by this form, the offeror is experted, in good faith, to incorporate in and submit with this form any additional data, supporting schedules, or substation which are reasonably required for the conduct of an appropriate review and analysis in the light of the specific facts of this procurement. For effective negotiations, it is essential that there be a clean understanding of:
a. The existing, verifiable data.
b. The judgmental factors applied in projecting from know data to the estimate, and
c. The contingencies used by the offeror in his proposed price.
In short, the offeror's estimating process itself needs to be disclosed.
3. When attachment of supporting cost or pricing data to this form is impracticable, the data will be described (with schedules as appropriate) and made available to the contracting officer or his authorized representative upon request.
4. By submission of this proposal the offeror grants to the contracting officer, or his authorized representative, the right to examine, for the purpose of verifying the cost or pricing data submitted, those books, records, documents and other supporting data which will permit adequate evaluation of such cost or pricing data, along with the computations and projections used therein. This right may be exercised in connection with any negotiations prior to contract award.
1. The purpose of this form is to provide a standard format by which the offeror submits to the Government a summary of incurred and estimated costs, (and attached supporting information) suitable for detailed review and analysis. Prior to the award of a contract resulting from this proposal, the offeror shall, under the conditions stated in ASPR 3-807.3, be required to submit a certificate of current cost or pricing data (see ASPR 3-807.3 and 3-807.4).
2. In addition to the specific information required by this form, the offeror is experted, in good faith, to incorporate in and submit with this form any additional data, supporting schedules, or substation which are reasonably required for the conduct of an appropriate review and analysis in the light of the specific facts of this procurement. For effective negotiations, it is essential that there be a clean understanding of:
a. The existing, verifiable data.
b. The judgmental factors applied in projecting from know data to the estimate, and
c. The contingencies used by the offeror in his proposed price.
In short, the offeror's estimating process itself needs to be disclosed.
3. When attachment of supporting cost or pricing data to this form is impracticable, the data will be described (with schedules as appropriate) and made available to the contracting officer or his authorized representative upon request.
4. By submission of this proposal the offeror grants to the contracting officer, or his authorized representative, the right to examine, for the purpose of verifying the cost or pricing data submitted, those books, records, documents and other supporting data which will permit adequate evaluation of such cost or pricing data, along with the computations and projections used therein. This right may be exercised in connection with any negotiations prior to contract award.
Col 1 Item. Description of materials required, work to be done, special equipment needed, etc. Breakdown should be in sufficient detail to permit itemizing of all direct costs.
Col 2 Unit of Measure. Description of the unit in which each item is to be estimated (examples - square yards-SY, cubic yards-CY, square feet- SF, linear feet-LF, board feet-BF, each-EA,, pound-LB).
Col 3 Quantity. Contractor's estimated of quantity required in terms of unit of measure (column 2). Item and units of measure will be furnished by the Government. Quantity estimates will be furnished by the Government only when it is anticipated that a unit price contract will be issued. Otherwise, the contractor is responsible for determining quantity estimates.
Col 4 and 5 Material Costs. Enter unit cost (Col 4) of material to be supplied and total cost (Col 5) for item listed in column 1.
Col 6, 7 and 8 Labor Costs. Enter in col 6 the estimated number of manhours or mandays needed to perform the work listed in column 1. Enter in col 7 the average rate per manhour (manday) and in col 8 the total labor cost.
Col 9 Other Direct Costs. Enter estimated costs of special equipment and other items (listed in column 1), which are special to the contract and of significant dollar value.
Col 10 Line. Self-explanatory.
Note: In addition to other totals entered on various pages, the grand total of column 10, plus overhead and profit will be shown on the last page as follows:
Col 1 Item. Description of materials required, work to be done, special equipment needed, etc. Breakdown should be in sufficient detail to permit itemizing of all direct costs.
Col 2 Unit of Measure. Description of the unit in which each item is to be estimated (examples - square yards-SY, cubic yards-CY, square feet- SF, linear feet-LF, board feet-BF, each-EA,, pound-LB).
Col 3 Quantity. Contractor's estimated of quantity required in terms of unit of measure (column 2). item and units of measure will be furnished by the Government. Quantity estimates will be furnished by the Government only when it is anticipated that a unit price contract will be issued. Otherwise, the contractor is responsible for determining quantity estimates.
Col 4 and 5 Material Costs. Enter unit cost (Col 4) of material to be supplied and total cost (Col 5) for item listed in column 1.
Col 6, 7 and 8 Labor Costs. Enter in col 6 the estimated number of manhours or mandays needed to perform the work listed in column 1. Enter in col 7 the average rate per manhour (manday) and in col 8 the total labor cost.
Col 9 Other Direct Costs. Enter estimated costs of special equipment and other items (listed in column 1), which are special to the contract and of significant dollar value.
Col 10 Line. Self-explanatory.
Note: In addition to other totals entered on various pages, the grand total of column 10, plus overhead and profit will be shown on the last page as follows:
Col 1 Item. Description of materials required, work to be done, special equipment needed, etc. Breakdown should be in sufficient detail to permit itemizing of all direct costs.
Col 2 Unit of Measure. Description of the unit in which each item is to be estimated (examples - square yards-SY, cubic yards-CY, square feet- SF, linear feet-LF, board feet-BF, each-EA,, pound-LB).
Col 3 Quantity. Contractor's estimated of quantity required in terms of unit of measure (column 2). item and units of measure will be furnished by the Government. Quantity estimates will be furnished by the Government only when it is anticipated that a unit price contract will be issued. Otherwise, the contractor is responsible for determining quantity estimates.
Col 4 and 5 Material Costs. Enter unit cost (Col 4) of material to be supplied and total cost (Col 5) for item listed in column 1.
Col 6, 7 and 8 Labor Costs. Enter in col 6 the estimated number of manhours or mandays needed to perform the work listed in column 1. Enter in col 7 the average rate per manhour (manday) and in col 8 the total labor cost.
Col 9 Other Direct Costs. Enter estimated costs of special equipment and other items (listed in column 1), which are special to the contract and of significant dollar value.
Col 10 Line. Self-explanatory.
Note: In addition to other totals entered on various pages, the grand total of column 10, plus overhead and profit will be shown on the last page as follows:
Col 1 Item. Description of materials required, work to be done, special equipment needed, etc. Breakdown should be in sufficient detail to permit itemizing of all direct costs.
Col 2 Unit of Measure. Description of the unit in which each item is to be estimated (examples - square yards-SY, cubic yards-CY, square feet- SF, linear feet-LF, board feet-BF, each-EA,, pound-LB).
Col 3 Quantity. Contractor's estimated of quantity required in terms of unit of measure (column 2). item and units of measure will be furnished by the Government. Quantity estimates will be furnished by the Government only when it is anticipated that a unit price contract will be issued. Otherwise, the contractor is responsible for determining quantity estimates.
Col 4 and 5 Material Costs. Enter unit cost (Col 4) of material to be supplied and total cost (Col 5) for item listed in column 1.
Col 6, 7 and 8 Labor Costs. Enter in col 6 the estimated number of manhours or mandays needed to perform the work listed in column 1. Enter in col 7 the average rate per manhour (manday) and in col 8 the total labor cost.
Col 9 Other Direct Costs. Enter estimated costs of special equipment and other items (listed in column 1), which are special to the contract and of significant dollar value.
Col 10 Line. Self-explanatory.
Note: In addition to other totals entered on various pages, the grand total of column 10, plus overhead and profit will be shown on the last page as follows:
Col 1 Item. Description of materials required, work to be done, special equipment needed, etc. Breakdown should be in sufficient detail to permit itemizing of all direct costs.
Col 2 Unit of Measure. Description of the unit in which each item is to be estimated (examples - square yards-SY, cubic yards-CY, square feet- SF, linear feet-LF, board feet-BF, each-EA,, pound-LB).
Col 3 Quantity. Contractor's estimated of quantity required in terms of unit of measure (column 2). item and units of measure will be furnished by the Government. Quantity estimates will be furnished by the Government only when it is anticipated that a unit price contract will be issued. Otherwise, the contractor is responsible for determining quantity estimates.
Col 4 and 5 Material Costs. Enter unit cost (Col 4) of material to be supplied and total cost (Col 5) for item listed in column 1.
Col 6, 7 and 8 Labor Costs. Enter in col 6 the estimated number of manhours or mandays needed to perform the work listed in column 1. Enter in col 7 the average rate per manhour (manday) and in col 8 the total labor cost.
Col 9 Other Direct Costs. Enter estimated costs of special equipment and other items (listed in column 1), which are special to the contract and of significant dollar value.
Col 10 Line. Self-explanatory.
Note: In addition to other totals entered on various pages, the grand total of column 10, plus overhead and profit will be shown on the last page as follows:
Col 1 Item. Description of materials required, work to be done, special equipment needed, etc. Breakdown should be in sufficient detail to permit itemizing of all direct costs.
Col 2 Unit of Measure. Description of the unit in which each item is to be estimated (examples - square yards-SY, cubic yards-CY, square feet- SF, linear feet-LF, board feet-BF, each-EA,, pound-LB).
Col 3 Quantity. Contractor's estimated of quantity required in terms of unit of measure (column 2). item and units of measure will be furnished by the Government. Quantity estimates will be furnished by the Government only when it is anticipated that a unit price contract will be issued. Otherwise, the contractor is responsible for determining quantity estimates.
Col 4 and 5 Material Costs. Enter unit cost (Col 4) of material to be supplied and total cost (Col 5) for item listed in column 1.
Col 6, 7 and 8 Labor Costs. Enter in col 6 the estimated number of manhours or mandays needed to perform the work listed in column 1. Enter in col 7 the average rate per manhour (manday) and in col 8 the total labor cost.
Col 9 Other Direct Costs. Enter estimated costs of special equipment and other items (listed in column 1), which are special to the contract and of significant dollar value.
Col 10 Line. Self-explanatory.
Note: In addition to other totals entered on various pages, the grand total of column 10, plus overhead and profit will be shown on the last page as follows:
Col 1 Item. Description of materials required, work to be done, special equipment needed, etc. Breakdown should be in sufficient detail to permit itemizing of all direct costs.
Col 2 Unit of Measure. Description of the unit in which each item is to…
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