ASHE_16-1032_Construction_Cost_Estimate_Breakdown_Rev._1.xls

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Project ASHE 16-1032 Renovate Fac. 1174 for 606th ACS Bed Down, Area F, Aviano Air Base, Italy
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FA5682-16-R-0024
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CONSTRUCTION COST ESTIMATE BREAKDOWN REV 1

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A NEW CONSTRUCTION

CONSTRUCTION COST ESTIMATE BREAKDOWN REV. 1
CONTRACTORADDRESS
CONTRACT FOR (Work to be performed)PROPOSED TOTAL CONTRACT PRICE
EIC-RENOVATE FAC. 1174 FOR 606th ACS BED DOWN & ADDENDUM #1
PURCHASE REQUEST NUMBERPROJECT NUMBERWORK LOCATION
ASHE 16-1032AREA F, AVIANO AIR BASE, ITALY
MATERIAL COSTSLABOR COSTS
LINE NO.ITEMUNIT OF MEASUREQUANTITYUNITTOTALMANHOURS MANDAYSAVERAGE RATETOTALOTHER DIRECT COSTSLINE TOTAL
(1)(2)(3)(4)(5)(6)(7)(8)(9)(10)
A.NEW CONSTRUCTION / Nuova Costruzione
PART I - DEMOLITIONS, EXCAVATIONS AND REMOVALS / Parte I - Demolizioni, Scavi e Rimozioni
Ia Architectural - Ia Architettura
D1DEMOLITION AND EXCAVATION ON CONCRETE FLOOR
Demolizione e scavo su pavimentazione in calcestruzzoIT. No. Art. n.1LS/AC
Total Architectural - Totale Architettura
Ib Structural Work - Lavori Strutturali
NOT APPLICABLE/ Non applicabile
Ic Civil Work -Lavori Civili
D1DEMOLITION OF BITUMINOUS CONCRETE PAVEMENT FOR NEW CNC PAVEMENT
Demolizione di pavimentazione in conglomerato bituminoso per nuova pav in calcestruzzoIT. No. Art. n.2SM/MQ
D2EXCAVATION IN ANY KIND OF SOIL FOR NEW CONCRETE PAVEMENT
Scavo in terreno per nuova pavimentazione in calcestruzzoIT. No. Art. n.3CU.M/MC
D3EXCAVATION IN ANY KIND OF SOIL FOR NEW BITIMINOUS CONCRETE PAVEMENT
Scavo in terreno per nuova pav in gonglomerato bituminosoIT. No. Art. n.4CU.M/MC
D4TRENCH EXCAVATION ON BIT. CONC. PAVEMENT FOR NEW UNDERGROUND PIPELINES
Scavo in trincea su pavimentazione in cong. Bituminoso per lenuove tubazioni interrateIT. No. Art. n.5aCU.M/MC
D5TRENCH EXCAVATION IN ANY KIND OF SOIL FOR NEW UNDERGROUND PIPELINES
Scavo in trincea su terreno per le nuove tubazioni interrateIT. No. Art. n.5bCU.M/MC
D6EXCAVATION IN ANY KIND OF SOIL FOR NEW DRAINAGE FIELD
Scavo in terreno per nuovo bacino di infiltrazioneIT. No. Art. n.6CU.M/MC
Total Civil - Totale Civile
Id Mechanical works- Lavori Meccanici
NOT APPLICABLE/ Non applicabile
Ie Electrical Works - 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 - IIa Architettonico
N112 CM THICK HOLLOW BRICK PARTITION FOR NEW OFFICE
Tramezzo in mattoni forati spessore 12 cm per realizzazione nuovo ufficioIT. No. Art. n.1aSM/MQ
N28 CM THICK HOLLOW BRICK PARTITION FOR NEW OFFICE
Tramezzo in mattoni forati spessore 8 cm per realizzazione nuovo ufficioIT. No. Art. n.1bSM/MQ
N320 CM THICK CMU FOR DOOR BLOCK UP
Muratura in blocchi di cemento cavi, sp. 20 cm, per chiusura vani portaIT. No. Art. n.1cSM/MQ
N4INTERIOR PLASTER IN NEW OFFICE
Intonaco per interni nel nuovo ufficioIT. No. Art. n.2SM/MQ
N5750x140x100 CAST IN PLACE CONCRETE MSX PITS
Pozzetto in calcestruzzo 750x140x100 per manutenzioneIT. No. Art. n.3LS/AC
N6INDUSTRIAL CONCRETE FLOOR REPAIR
Ripristino pavimentazione industriale in calcestruzzoIT. No. Art. n.4SM/MQ
N7EPOXY RESIN FLOOR COATING, INCL. FLOOR PATCHING Pavimentazione in resina epossid. Incluso rappezziIT. No. Art. n.5SM/MQ
N815cm THICK HORIZONTAL MARKINGS
Segnaletica orizzontale, larghezza=15cmIT. No. Art. n.6LM/ML
N9NEW OIL STORAGE AND DISTRIBUTION ROOM
Nuovo locale per il deposito e distribuzione oliIT. No. Art. n.7LS/AC
N10PERSONNEL SAFETY DEVICES ON ROOF
Apparati di sicurezza per il personale in coperturaIT. No. Art. n.8LS/AC
Total Architectural - Totale Architettura
IIb Structural - IIb Strutturale
NOT APPLICABLE/ Non applicabile
IIc Civil Work -Lavori Civili
N130cm THICK GRAVEL MATERIAL
Strato in misto granulare, sp=30cmIT. No. Art. n.9CU.M/MC
N210cm THICK BASE COURSE
Strato di base, sp=10cmIT. No. Art. n.10SM/MQ
N37cm THICK BINDER COUSE
Strato di collegamento, sp=7cmIT. No. Art. n.11SM/MQ
N43cm THICK WEARING COURSE
Strato di usura, sp=3cmIT. No. Art. n.12SM/MQ
N4NEW PARKING LOT
Nuova area di parcheggioIT. No. Art. n.13LS/AC
N7NEW REINFORCED CONCRETE PAVEMENT
Nuova pavimentazione in calcestruzzo armatoIT. No.14SM/MQ
N8NEW METAL FENCE AND GATES
Nuova recinzione metallica E CANCELLIIT. No. Art. n.15LS/AC
N12SN4 PVC PIPES FOR DRAINAGE SYSTEM - DN250
Tubi in PVC classe SN4 impianto di drenaggio - DN250IT. No. Art. n.16aLM/ML
N13SN4 PVC PIPES FOR DRAINAGE SYSTEM - DN315
Tubi in PVC classe SN4 impianto di drenaggio - DN315IT. No. Art. n.16bLM/ML
N14SN4 PVC PIPES FOR DRAINAGE SYSTEM - DN400
Tubi in PVC classe SN4 impianto di drenaggio - DN400IT. No. Art. n.16cLM/ML
N15SN4 PVC PIPES FOR DRAINAGE SYSTEM - DN500
Tubi in PVC classe SN4 impianto di drenaggio - DN500IT. No. Art. n.16dLM/ML
N16SN4 PVC PIPES FOR DRAINAGE SYSTEM - DN630
Tubi in PVC classe SN4 impianto di drenaggio - DN630IT. No. Art. n.16eLM/ML
N17PIPE BEDDING
Allettamento tubiIT. No. Art. n.17CU.M/MC
N18TRENCH BACKFILLING WITH SELECTED RESULTING MATERIAL
Rinterro delle trincee con materiale di risulta selezionatoIT. No. Art. n.18aCU.M/MC
N19DRAINAGE FIELD BACKFILLING WITH SELECTED RESULTING MATERIAL
Rinterro delle bacino drenante con materiale d irisulta selezionatoIT. No. Art. n.18bCU.M/MC
N203 MM DIAMETER COPPER TRACER WIRE
Cavo di rame di rilevamento diametro 3 mmIT. No. Art. n.19LM/ML
N21WARNING TAPE
Nastro indicatoreIT. No. Art. n.20LM/ML
N2260x60 CM CONCRETE PIT INCL. D400 CLASS CAST IRON COVER
Pozzetto di calcestruzzo 60x610 cm incluso coperchio in ghisa classe D400IT. No. Art. n.21aEA/NO
N2380x80 CM CONCRETE PIT INCL. D400 CLASS CAST IRON COVER AND METAL LADDER
Pozzetto di calcestruzzo 80x80 cm incluso coperchio in ghisa classe D400 e scala metallicaIT. No. Art. n.21bEA/NO
N24120X120PRECAST CONCRETE PIT FOR DRAINAGE SYSTEM INCLUDING D400 GRATE
Pozzetto di calcestruzzo 120x120 cm incluso coperchio in ghisa classe D400 e scala metallicaIT. No. Art. n.21cEA/NO
N2560x60x20 cm PRECAST CONCRETE PIT EXTENSION
Prolunghe per pozzetti prefabb, dimensione 60x60x20 cmIT. No. Art. n.21dEA/NO
N2680x80x20 cm PRECAST CONCRETE PIT EXTENSION
Prolunghe per pozzetti prefabb, dimensione 80x80x20 cmIT. No. Art. n.21eEA/NO
N27120x120x20 cm PRECAST CONCRETE PIT EXTENSION
Prolunghe per pozzetti prefabb, dimensione 120x120x20 cmIT. No. Art. n.21fEA/NO
N28CONTINUOUS DROP INLET, INCL D400 GRATING
Caditoia continua, compreso grata D400IT. No. Art. n.21gEA/NO
N29STORM CHAMBER MANHOLE
Pozzetto scolmatoreIT. No. Art. n.21hEA/NO
N30PVC GASKETS FOR CONNECTION OF STORM PIPES TO CATCH BASIN
Giunti di raccordo in PVC fra caditoie e tubazioni drenaggioIT. No. Art. n.21iEA/NO
N31OIL WATER SEPARATOR SYSTEM
Impianto disoleatoreIT. No. Art. n.22EA/NO
N32DRAINAGE FIELD CONSTRUCTION
Costruzione bacino di dispersioneIT. No. Art. n.23LS/AC
N33PRECAST CONCRETE PIT FOR WASTE WATERLINE INCLUDING D400 COVER, DIAM 80cm
Pozzetto in calcestruzzo prefabbricatoper impianto fognario compreso chiusino D400, diam 80cmIT. No. Art. n.24aEA/NO
N34PRECAST CONCRETE PIT FOR WASTE WATERLINE INCLUDING COVER, 40x40cm
Pozzetto in calcestruzzo prefabbricatoper impianto fognario compreso chiusino, 40x40cmIT. No. Art. n.24bEA/NO
N35HDPE PIPE FOR WASTEWATER LINE , DN160
Tubo PEAD per linea di fognatura, DN160IT. No. Art. n.25LM/ML
N37200 DN HDPE PIPES FOR WATER SYSTEM
Tubi PEAD DN200 per impianto idricoIT. No. Art. n.26LM/ML
N3840x40 CM REINF. CONCRETE WATER PIT INCLUDING D400 COVER
Pozzetto di calcestruzzo armato 40x470cm per rete idrica incluso chiusino D400IT. No. Art. n.27aEA/NO
N3970x70 CM REINF. CONCRETE WATER PIT INCLUDING D400 COVER
Pozzetto di calcestruzzo armato 70x70cm per rete idrica incluso chiusino D400IT. No. Art. n.27bEA/NO
N40PN 16, DN160 BRONZE VALVE AND CAST-IRON VALVE BOX
Valvola PN 16, DN160 in bronzo e box valvola in ghisaIT. No. Art. n.28EA/NO
N41POST INDICATOR VALVE
Paletto indicatore e valvolaIT. No. Art. n.29EA/NO
N42RESTORATION OF BITUMINOUS CONCRETE PAVEMENT SURFACES
Ripristino superfici in conglomerato bituminosoIT. No. Art. n.30SM/MQ
N43RESTORATION OF TURF AREAS
Ripristino aree a pratoIT. No. Art. n.31SQ/MQ
N44REPAIR/REROUTE OF EXISTING UTILITIES
Ripristino/deviazione utenze esistentiIT. No. Art. n.32LS/AC
Total Civil - Totale Civile
TOTAL PART II / Totale Parte II
PART III - MECHANICAL WORK / Parte III - Lavori Meccanici
N1SANITARY FIXTURE W/ COLD WATER SUPPLY AND DRAIN - INOX EMERGENCY SHOWER AND EYE WASH FOUNTAIN
Apparecchio sanitario con acqua fredda e scarico - Doccia di emergenza e lavaocchi inoxIT. No. Art. n.1EA/NO
N2COLD WATER PIPE W/ FITTINGS : 1 1/4"
Tubazione acqua fredda : 1 1/4"IT. No. Art. n.2aEA/NO
N3COLD WATER PIPE W/ FITTINGS : 1 1/2"
Tubazione acqua fredda : 1 1/2"IT. No. Art. n.2bEA/NO
N4BALL VALVE PN16 : 1/2"
Valvola a sfera PN16: 1/2"IT. No. Art. n.3aEA/NO
N5BALL VALVE PN16 : 3/4"
Valvola a sfera PN16: 3/4"IT. No. Art. n.3bEA/NO
N6BALL VALVE PN16 : 1 1/4"
Valvola a sfera PN16: 1 1/4"IT. No. Art. n.3cEA/NO
N7BALL VALVE PN16 : 1 1/2"
Valvola a sfera PN16: 1 1/2"IT. No. Art. n.3dEA/NO
N8MOVE OF No. 6 EXISTING VEHICLE EXHAUST SYSTEM FROM B#1380 TO B#1174 W/ ACCURATE MAINTENANCE
Spostamento di n. 6 sistemi di estrazione fumi da veicoli esistenti da B#1380 a B#1174 con accurata manutenzioneIT. No. Art. n.4EA/NO
TOTAL PART III - Totale Parte III
PART IV- ELECTRICAL WORK / Parte VI - Lavori Elettrici
N1POLES AND FLOODLIGHTS INCLUDING CONCRETE BASE AND EXCAVATIONS
Pali e proiettori compresa la fondazione in cls e lo scavoIT. No. Art. n.1EA/NO
N2ONE WAY LIGHTING CABLEDUCT
Cavidotto ad una via per illuminazioneIT. No. Art. n.2LM/ML
N3ALTERATION ON MDP TO FEED NEW LIGHTING PANEL
Modifica sul MDP per alimentare il nuovo Quadro IlluminazioneIT. No. Art. n.3LS/AC
N4NEW LIGHTING PANEL
Nuovo Quadro IlluminazioneIT. No. Art. n.4EA/NO
TOTAL PART IV - Totale Parte IV
NEW CONSTRUCTION WORKS SUMMARY / Riepilogo Lavori di Nuova Costruzione
PART I - DEMOLITIONS, EXCAVATIONS AND REMOVALS
PART II - ARCHITECTURAL, STRUCTURAL AND CIVIL WORK
PART III - MECHANICAL
PART IV - ELECTRICAL WORK
TOTAL PRICE / Costo Totale

&LNEW CONSTRUCTION WORKS&RSheet &P of 30

B REPAIR

CONSTRUCTION COST ESTIMATE BREAKDOWN REV. 1
CONTRACTORADDRESS
CONTRACT FOR (Work to be performed)PROPOSED TOTAL CONTRACT PRICE
EIC-RENOVATE FAC. 1174 FOR 606th ACS BED DOWN & ADDENDUM #1
PURCHASE REQUEST NUMBERPROJECT NUMBERWORK LOCATION
ASHE 16-1032AREA F, AVIANO AIR BASE, ITALY
MATERIAL COSTSLABOR COSTS
LINE NO.ITEMUNIT OF MEASUREQUANTITYUNITTOTALMANHOURS MANDAYSAVERAGE RATETOTALOTHER DIRECT COSTSLINE TOTAL
(1)(2)(3)(4)(5)(6)(7)(8)(9)(10)
B.REPAIR WORKS / Lavori di Ristrutturazione
PART I - DEMOLITIONS, EXCAVATIONS AND REMOVALS / Parte I - Demolizioni, Scavi e Rimozioni
Ia Architectural - Ia Architettura
D1REMOVAL OF EXISTING OVERHEAD DOOR
Rimozione di portone sezionaleIT. No. Art. n.1EA/NO
Total Architectural - Totale Architettonico
Ib Structural Work - Lavori Strutturali
NOT APPLICABLE/ Non applicabile
Ic Civil Work - Lavori Civili
D1REMOVAL OF EXISTING FUEL TANKS
Rimozione di serbatoi di gasolio esistentiIT. No. Art. n.2LS/AC
Total Civil - Totale Civile
Id Mechanical Work - Lavori Meccanici
D1REMOVAL OF EXISTING FIRE BOOSTER SET AND ACCESSORIES
Rimozione dell'esistente gruppo di pressurizzazione antincendio ed accessoriIT. No. Art. n.3LS/AC
Total Mechanical - Totale Meccanico
Ie Electrical Works - Ie Elettrico
D1REMOVE TELECOM SYSTEM
Rimozione Impianto TelecomunicazioniIT. No. Art. n.4LS/AC
D2REMOVE ELECTRICAL SYSTEM
Rimozione Impianto ElettricoIT. No. Art. n.5LS/AC
Total Electrical - Totale Elettrico
TOTAL PART I / Totale Parte I
PART II - ARCHITECTURAL, STRUCTURAL AND CIVIL WORK / Parte II - Lavori Architettonici, Strutturali e Civili
IIa Architectural - IIa Architettonico
N1METAL WINDOWS REPAIR
Riparazione delle finestre metallicheIT. No. Art. n.1EA/NO
N2OVERHANG DOOR REPAIR, NORTH SIDE
Riparazione portone sezionale, lato nordIT. No. Art. n.2EA/NO
N3METAL ROLL UP DOOR REPAIR
Riparazione saracinesche metallicheIT. No. Art. n.3EA/NO
N4FIRE ESCAPE DOOR REPAIR
Riparazione delle porte sule vie di fugaIT. No. Art. n.4EA/NO
N5INTERIOR FIRE RATED DOORS REPAIR
Riparazione delle porte tagliafuoco interneIT. No. Art. n.5EA/NO
N6EXTERIO METAL DOORS REPAIR
Riparazione porte esterne metallicheIT. No. Art. n.6EA/NO
N7NEW 400X400 OVERHEAD DOOR
Nuovo portone sezionale, 400x400IT. No. Art. n.7EA/NO
N8INDUSTRIAL CONCRETE PAVEMENT REPAIR
Riparazione pavimentazione industriale in calcestruzzoIT. No. Art. n.8LS/AC
Total Architectural - Totale Architettura
IIb Structural - IIb Strutturale
NOT APPLICABLE/ Non applicabile
IIc Civil Work -Lavori Civili
N1METAL SHED RENOVATION, INCL SYSTEMS
Ristrutturazione di tettoia in acciaio, incluso impiantiIT. No. Art. n.9LS/AC
Total Civil - Totale Civile
TOTAL PART II / Totale Parte II
PART III - MECHANICAL WORK / Parte III - Lavori Meccanici
N1REPAIR OF AIR COMPRESSED OUTLET
Riparazione delle prese dell'aria compressaIT. No. Art. n.1LS/AC
N2PROVIDE AIR COMPRESSED BRANCH LINE FOR NEW OIL STATION
Nuovo tratto terminale delle tubazioni aria compressa per alimentare la nuova centrale olioIT. No. Art. n.2LS/AC
N3AIR COMPRESSED RETRACTABLE HOSE REEL WALL MUNTED (20 m)
Avvolgitubo retrattile per aria compressa ed installazione a muro (20 m)IT. No. Art. n.3EA/NO
N4NEW FIRE STATION IN COMPLIANCE W/ UNI EN 12845 UNI 11292
Nuova centrale antincendio conforme ad UNI EN 12845 UNI 11292IT. No. Art. n.4LS/AC
N5De200 HDPE/STEEL TRANSITION JOINT
De200 giunto di transizione HDPE/acciaioIT. No. Art. n.5LS/AC
N6FIRE DEPARTMENT CONNECTION FDC : 3" - 2xUNI70
Gruppo attacco autopompa VVF : 3" - 2xUNI70IT. No. Art. n.6EA/NO
N7HYDRANT UNI25
Naspo UNI25IT. No. Art. n.7LS/AC
N8WET TYPE SPRINKLER NOZZLES : NEW AND UPGRADING W/ PIPES AND FITTINGS
Erogatori sprinkler ad umido : nuovi ed adeguati con tubazioni ed accessoriIT. No. Art. n.8EA/NO
N9PIPE W/ FITTINGS FOR WATER FIRE SYSTEM: 1"
Tubazione ed accessori per impianti antincendio ad acqua: 1"IT. No. Art. n.9aLM/ML
N10PIPE W/ FITTINGS FOR WATER FIRE SYSTEM: 1"
Tubazione ed accessori per impianti antincendio ad acqua: 1"IT. No. Art. n.9bLM/ML
N11PIPE W/ FITTINGS FOR WATER FIRE SYSTEM: 1"
Tubazione ed accessori per impianti antincendio ad acqua: 1"IT. No. Art. n.9cLM/ML
TOTAL PART III - Totale Parte III
PART IV- ELECTRICAL WORK / Parte VI - Lavori Elettrici
N1REMOVAL AND REISTALL LIGHTING FIXTURES
Rimozione e reinstallazione dei corpi illuminanti esistentiIT. No. Art. n.1LS/AC
N2195x50 FLOOR BASE CHANNEL
Canalina battiscopa 195x50IT. No. Art. n.2LM/ML
N3UPGRADING EXISTING 10% LIGHTING FIXTURES
Revisione 10% corpi illuminanti esistentiIT. No. Art. n.3LS/AC
N4UPGRADING ELECTRICAL SYSTEM IN AREAS UNDER RESTORATION
Revisione impianto elettrico nelle aree oggetto di ristrutturazioneIT. No. Art. n.4LS/AC
N5NEW FIRE SUPPRESSION SYSTEM ELECTRICAL PANEL
Nuovo quadro elettrico per impianto spegnimentoIT. No. Art. n.5EA/NO
N6NEW FEEDING LINES FOR FIRE SUPPRESSION SYSTEM ELECTRICAL PANEL
Nuove alimentazioni elettriche per il quadro elettrico per impianto spegnimentoIT. No. Art. n.6LM/ML
N7ALTERATION ON MDP TO FEED NEW FIRE SUPPRESSION ELEC.SYS. PANEL
Modifica sul MDP per alimentare il nuovo Quadro impianto spegnimentoIT. No. Art. n.7LS/AC
N8ALTERATION ON SEP02 TO FEED NEWOUTLET PANEL
Modifica sul SEP02 per alimentare il nuovo Quadro PreseIT. No. Art. n.8LS/AC
N9NEW OUTLETS PANEL
Nuovi quadri preseIT. No. Art. n.9EA/NO
N10NEW GROUNDING PIT
Nuovi pozzetti di terraIT. No. Art. n.10EA/NO
N11NEW COMMUNICATION OUTLETS
Nuove prese per comunicazioniIT. No. Art. n.11EA/NO
N12NEW COMMUNICATION POINT
Nuovo punto per comunicazioniIT. No. Art. n.12EA/NO
N13NEW COMMUNICATION RACK
Nuove Armadio per comunicazioniIT. No. Art. n.13EA/NO
N14NEW 300x150MM CABLE TRAY
Nuova canaletta 300x150mmIT. No. Art. n.14LM/ML
N15NEW 150x75MM CABLE TRAY
Nuova canaletta 150x75mmIT. No. Art. n.15LM/ML
N16NEW F/A AUDIO/VISUAL PANEL
Nuovi Pannelli audio/visivi allarme incendioIT. No. Art. n.16EA/NO
N17NEW F/A SIREN
Nuova sirena Allarme IncendioIT. No. Art. n.17EA/NO
N18NEW SMOKE DETECTORS
Nuovi rilevatori di fumoIT. No. Art. n.18EA/NO
N19NEW HEAT DETECTORS
Nuovi rilevatori di caloreIT. No. Art. n.19EA/NO
N20NEW PULLING STATIONS
Nuove stazioni manualiIT. No. Art. n.20EA/NO
N21NEW AUDIO/VISUAL DEVICES
Nuovi dispositivi audio/visiviIT. No. Art. n.21EA/NO
N22NEW RX/TX F/A DEVICES
Nuovi dispositivi Tx/Rx per allarme incendioIT. No. Art. n.22EA/NO
N23NEW MONITOR/CONTROL MODULES
Nuovi moduli di monitoraggio/controlloIT. No. Art. n.23EA/NO
N24FACP REPROGRAMMING AND F/A SYSTEM TESTS
Riprogrammazione Centrale e prove impianto rilevazione incendioIT. No. Art. n.24LS/AC
N25NEW EVAC SYSTEM INCLUDING WIRINGS
Nuovo sistema EVAC compresi i collegamentiIT. No. Art. n.25LS/AC
N26TELECOMM SYSTEM TESTS
Collaudo Impianto TelefonicoIT. No. Art. n.26LS/AC
N27ELECTRICAL AND GROUNDING TESTS
Collaudo Impianto Elettrico e di TerraIT. No. Art. n.27LS/AC
TOTAL PART IV - Totale Parte IV
REPAIR WORK SUMMARY / Riepilogo Lavori di Ristrutturazione
PART I - DEMOLITIONS, EXCAVATIONS AND REMOVALS
PART II - ARCHITECTURAL, STRUCTURAL AND CIVIL WORK
PART III - MECHANICAL
PART IV - ELECTRICAL WORK
TOTAL PRICE / Costo Totale

&LREPAIR WORKS&RSheet &P of 30

S SUSTAINMENT

CONSTRUCTION COST ESTIMATE BREAKDOWN REV. 1
CONTRACTORADDRESS
CONTRACT FOR (Work to be performed)PROPOSED TOTAL CONTRACT PRICE
EIC-RENOVATE FAC. 1174 FOR 606th ACS BED DOWN & ADDENDUM #1
PURCHASE REQUEST NUMBERPROJECT NUMBERWORK LOCATION
ASHE 16-1032AREA F, AVIANO AIR BASE, ITALY
MATERIAL COSTSLABOR COSTS
LINE NO.ITEMUNIT OF MEASUREQUANTITYUNITTOTALMANHOURS MANDAYSAVERAGE RATETOTALOTHER DIRECT COSTSLINE TOTAL
(1)(2)(3)(4)(5)(6)(7)(8)(9)(10)
S.SUSTAINMENT WORK / Lavori di Mantenimento
PART I - DEMOLITIONS, EXCAVATIONS AND REMOVALS / Parte I - Demolizioni, Scavi e Rimozioni
Ia Architectural - Ia Architettura
D1REMOVAL OF CONTIUNUOS FLOOR GRATE
Rimozione di grata continuaIT. No. Art. n.1LS/AC
D2DEMOLITION OF RED QUARRY TILE FLOOR INCLUDING SETTING BED AND BASEBOARD
Demolizione di pavimento in piastrelle di gres incluso massetto e zoccolinoIT. No. Art. n.2SM/MQ
D3DEMOLITION OF INDUSTRIAL CONCRETE FLOOR, 2cm MINIMUM THICKNESS
Demolizione di pavimento industriale, spessore minimo 2cm,IT. No. Art. n.3SM/MQ
D4REMOVAL OF CERAMIC WALL TILE
Rimozione di rivestimentoIT. No. Art. n.4SM/MQ
D5DEMOLITION OF WALL PARTITIONS
Demolizione di tramezziIT. No. Art. n.5SM/MQ
D6REMOVAL OF WOOD DOORS
Rimozione di porte in legnoIT. No. Art. n.6EA/NO
D7REMOVAL OF INTERIOR METAL DOORS
Rimozione di porte in metallo interneIT. No. Art. n.7EA/NO
D8REMOVAL OF EXTERIOR METAL DOORS, 170x270
Rimozione di porta in metallo esterna, 170x270IT. No. Art. n.8EA/NO
D9PARTIAL DEMOLITION OF INTERIOR PLASTER
Demolizione parziale di intonaci interniIT. No. Art. n.9aSM/MQ
D10PARTIAL DEMOLITION OF EXTERIOR PLASTER
Parziale demolizione di intonaci esterniIT. No. Art. n.9bSM/MQ
D11REMOVAL OF MINERAL FIBER PANEL SUSPENDED CEILING
Rimozione di controsoffitto in pannelli di fibra mineraleIT. No. Art. n.10SM/MQ
Total Architectural - Totale Architettura
Ib Structural Work - Lavori Strutturali
NOT APPLICABLE/ Non applicabile
Ic Civil Work - Lavori Civili
NOT APPLICABLE/ Non applicabile
Id Mechanical Work - Lavori Meccanici
D1REMOVAL OF EXISTING AHU-1, AIR DUCTS, ACCESSORIES, DUCTABLE AHU & RELATED HOOD, FILTER & PIPING
Rimozione dell'esistente AHU-1, canali, accessori, AHU canalizzabile e relativa cappa, filtro e tubazioni.IT. No. Art. n.11LS/AC
D2DEMOLITION AN REMOVAL OF EXISTING PLUMBING SYSTEM IN TOILETS AND No.2 ELECTRIC BOILERS
Demolizione e rimozione dell'esistente impianto idricosanitario nei bagni e No.2 scaldacqua elettriciIT. No. Art. n.12LS/AC
Total Mechanical - Totale Meccanico
Ie Electrical Works - Ie Elettrico
D1REMOVAL AGE POWER/TESTING STATION
Rimozione stazioni AGE FM/ProveIT. No. Art. n.13LS/AC
D2REMOVAL STEP DOWN TRANSFORMER
Rimozione Trasformatore abbassatoreIT. No. Art. n.14LS/AC
Total Electrical - Totale Elettrico
TOTAL PART I / Totale Parte I
PART II - ARCHITECTURAL, STRUCTURAL AND CIVIL WORK / Parte II - Lavori Architettonici, Strutturali e Civili
IIa Architectural - IIa Architettonico
N112 CM THICK HOLLOW BRICK WALL FOR NEW TOILET LAYOUT
Muratura in mattoni forati spessore 12 cmper la nuova sistemazione bagniIT. No. Art. n.1aSM/MQ
N28 CM THICK HOLLOW BRICK WALL FOR NEW TOILET LAYOUT
Muratura in mattoni forati spessore 8 cmper la nuova sistemazione bagniIT. No. Art. n.1bSM/MQ
N3INTERIOR PLASTER
Intonaco per interniIT. No. Art. n.2SM/MQ
N4EXTERIOR PLASTER
Intonaco esternoIT. No. Art. n.3SM/MQ
N520x20cm CERAMIC TILE FLOOR
Pavimento in piastrelle di ceramica 20x20 cmIT. No. Art. n.4SM/MQ
N620x20 CERAMIC WALL TILE FOR TOILET
Rivestimento in piastrelle di ceramica 20x20IT. No. Art. n.5SM/MQ
N730x30 CM CERAMIC TILE FLOOR
Pavimento in piastrelle di ceramica 30x30 cmIT. No. Art. n.6SM/MQ
N8GRANITE CERAMIC COVE BASE
Zoccolino in granito ceramicoIT. No. Art. n.7LM/ML
N9MINERAL FIBER PANEL SUSPENDED CEILING
Controsoffitto in pannelli di fibra mineraleIT. No. Art. n.8SM/MQ
N10TOILET PAPER HOLDER
Contenitore carta igienicaIT. No. Art. n.9aSM/MQ
N11ROBE HOOK
Gancio appendiabitiIT. No. Art. n.9bEA/NO
N12LIQUID SOAP DISPENSER
Dispensatore sapone liquidoIT. No. Art. n.9cEA/NO
N13PAPER TOWEL DISPENSER , AUTOCUT TYPE
Dispensatore salviette di carta, taglio automaticoIT. No. Art. n.9dEA/NO
N1470x90 CM MIRROR W/STAINLESS STEEL FRAME
Specchio con cornice in acciaio inossidabile 70x90 cmIT. No. Art. n.9eEA/NO
N15ELECTRIC HAND DRYER Asciugamani elettricoIT. No. Art. n.9fEA/NO
N16URINAL SCREEN Divisorio per orinatoioIT. No. Art. n.9gEA/NO
N17SHOWER CURTAIN
Tenda per docciaIT. No. Art. n.9hEA/NO
N18SOAP HOLDER
Porta saponeIT. No. Art. n.9iEA/NO
N19EXTERIOR STEEL DOOR, 170X270 D3 TYPE
Porta esterna in acciaio, 170X270 tipo D3IT. No. Art. n.10EA/NO
N20INTERIOR WOOD DOOR, 80X210 D4 TYPE
Porte interne in legno, 80x210 tipo D4IT. No. Art. n.11aEA/NO
N21INTERIOR WOOD DOOR, 70X210 D5 TYPE
Porte interne in legno, 70x210 tipo D5IT. No. Art. n.11bEA/NO
N22REI120 STEEL DOORS, 110x210cm D1 Type
Porta in acciaio REI120, 110x210cm tipo D1IT. No. Art. n.12EA/NO
N23EXTERIOR STEEL DOOR, 100x190cm D2 Type
Porta in acciaio per esterni, 100x190cm tipo D2IT. No. Art. n.13EA/NO
Total Architectural - Totale Architettura
IIb Structural Work - Lavori Strutturali
NOT APPLICABLE/ Non applicabile
IIc Civil Work - Lavori Civili
NOT APPLICABLE/ Non applicabile
ADDENDUM #1 - ROOF WORKS
LPS REMOVAL/REINSTALLATIONIT. No. Art. n.4LS/AC
BITUMINOUS MEMBRANE WATER COLLECTION CHANNELSIT. No. Art. n.5SM/MQ
SEALING INTERIOR PVC PIPESIT. No. Art. n.6LS/AC
STEEL SANDWICH PANELSIT. No. Art. n.7SM/MQ
WINDOWS SEALINGIT. No. Art. n.8LS/AC
FALL PROTECTION LIFE LINEIT. No. Art. n.9LS/AC
Total Roof Works as per Addendum #1
TOTAL PART II / Totale Parte II
PART III - MECHANICAL WORK / Parte III - Lavori Meccanici
N1FURNISCHING AND INSTALLATION OF NEW MAHU W/ CONTROLS AND ACCESSOIRES
Fornitura e posa in opera di nuova MAHU con controlli ed accessoriIT. No. Art. n.1EA/NO
N2NEW SUPPLY AND RETURN AIRDUCTS W/ AIR DIFFUSERS, GRILLES, REGULATORS AND ACCESSORIES
Nuovi canali di mandata e ripresa completi di diffusori, griglie, regolatori ed accessoriIT. No. Art. n.2LS/AC
N3NEW CASSETTE TYPE FANCOIL UNIT (2P) W/ CONTROL, CONDENSATE PUMP, BRANCH PIPES & FITTINGS - FCC-1
Nuovi ventilconvettori a cassetta (2T) con controlli, pompa condensa, tubazioni ed accessori - FCC-1IT. No. Art. n.3aEA/NO
N4NEW CASSETTE TYPE FANCOIL UNIT (2P) W/ CONTROL, CONDENSATE PUMP, BRANCH PIPES & FITTINGS - FCC-2
Nuovi ventilconvettori a cassetta (2T) con controlli, pompa condensa, tubazioni ed accessori - FCC-2IT. No. Art. n.3bEA/NO
N5NEW CASSETTE TYPE FANCOIL UNIT (2P) W/ CONTROL, CONDENSATE PUMP, BRANCH PIPES & FITTINGS - FCC-3
Nuovi ventilconvettori a cassetta (2T) con controlli, pompa condensa, tubazioni ed accessori - FCC-3IT. No. Art. n.3cEA/NO
N6NEW WALL TYPE FANCOIL UNIT (2P) W/ CONTROL, BRANCH PIPES & FITTINGS - FCC-1
Nuovi ventilconvettori a muro (2T) con controlli, tubazioni ed accessori - FCW-1IT. No. Art. n.4EA/NO
N7NEW FANCOIL CIRCUIT W/ PUMP INSULATION JACKET AND ACCESSORIES, AND DX MONOSPLIT
Nuovo circuito fancoil completo di pompa isolamenti rivestimenti ed accessori e monosplit dxIT. No. Art. n.5LS/AC
N8CIRCULATOR TWIN PUMP : FANCOIL CIRCUIT
Circolatore gemellare : circuito ventilconvettoriIT. No. Art. n.6EA/NO
N9MAINTENACE OF EXISTING UNIT HEATERS AND REPAIR OF DAMAGED PARTS AND CONTROLS
Manutenzione degli esistenti aerotermi e riparazione delle parti danneggiate e relativi controlliIT. No. Art. n.7EA/NO
N10MAINTENACE OF EXISTING EXHAUST FAN
Manutenzione degli esistenti ventilatori di estrazioneIT. No. Art. n.8EA/NO
N11RADIATOR SYSTEM AND EXHAUST AIR SYSTEM UPGRADE IN TOILETS
Adeguamento dell'impianto a radiatori e del sistema di estrazione dei servizi igieniciIT. No. Art. n.9LS/AC
N12FUNCTIONAL CHECK OF EXISTING BOILER ROOM EQUIPMENTS AND CHILLER
Verifiche di funzionamento delle apparecchiature esistenti in centrale termica e del chillerIT. No. Art. n.10LS/AC
N13FINAL TEST AND CERTIFICATION
Test e certificazioni finaliIT. No. Art. n.11LS/AC
N14NEW HEAT PUMP WATER HEATER (SPLIT SYSTEM TYPE)
Nuovo produttore acqua calda a pompa di calore (tipo splittato)IT. No. Art. n.12EA/NO
N15NEW PLUMBING SYSTEM FOR TOILETS AND SINKS INCLUDING FIXTURES
Nuovo impianto idricosanitario per i servizi igienici compresi i sanitariIT. No. Art. n.13LS/AC
TOTAL PARTI III / Totale Parte III
PART IV- ELECTRICAL WORK / Parte VI - Lavori Elettrici
N1NEW 4P-16A CIRCUIT BREAKER
Nuovi interruttor1 4P-16 AIT. No. Art. n.1EA/NO
N2NEW SPD SYSTEM IN EXISTING ELECTRICAL PANEL
Nuove impianto SPD nei quadri elettrici esistentiIT. No. Art. n.2LS/AC
N3NEW FEEDER LINES FOR EXISTING VEIHCLE EXTRACTION SYSTEM
Nuove linee di alimentazione per il sistema di estrazione per veicoliIT. No. Art. n.3LS/AC
N4NEW MOTOR STARTERS
Nuovi avviatori motoriIT. No. Art. n.4EA/NO
N5INSTALL STEP DOWN TRANSFORMER Installazione di trasformatore abbassatoreIT. No. Art. n.5EA/NO
N6NEW ELECTRICAL SYSTEM FOR NEW FAN COILS
Nuovo impianto elettrico per i nuovi fan coilIT. No. Art. n.6LS/AC
TOTAL PART IV - Totale Parte IV
SUSTAINMENT WORK SUMMARY / Riepilogo Lavori di Mantenimento
PART I - DEMOLITIONS, EXCAVATIONS AND REMOVALS
PART II - ARCHITECTURAL, STRUCTURAL AND CIVIL WORK
PART III - MECHANICAL
PART IV - ELECTRICAL WORK
TOTAL PRICE / Costo Totale

&LSUSTAINMENT WORKS&RSheet &P of 30

M MAINTENANCE

CONSTRUCTION COST ESTIMATE BREAKDOWN REV. 1
CONTRACTORADDRESS
CONTRACT FOR (Work to be performed)PROPOSED TOTAL CONTRACT PRICE
EIC-RENOVATE FAC. 1174 FOR 606th ACS BED DOWN & ADDENDUM #1
PURCHASE REQUEST NUMBERPROJECT NUMBERWORK LOCATION
ASHE 16-1032AREA F, AVIANO AIR BASE, ITALY
MATERIAL COSTSLABOR COSTS
LINE NO.ITEMUNIT OF MEASUREQUANTITYUNITTOTALMANHOURS MANDAYSAVERAGE RATETOTALOTHER DIRECT COSTSLINE TOTAL
(1)(2)(3)(4)(5)(6)(7)(8)(9)(10)
M.MAINTENANCE WORK / Lavori di Manutenzione
PART I - DEMOLITIONS, EXCAVATIONS AND REMOVALS / Parte I - Demolizioni, Scavi e Rimozioni
NOT APPLICABLE/ Non applicabile
PART II - ARCHITECTURAL, STRUCTURAL AND CIVIL WORK / Parte II - Lavori Architettonici, Strutturali e Civili
IIa Architectural - IIa Architettonico
N1PAINT INTERIOR SURFACES WITH LATEX PAINT
Pitturazione con idropittura lavabile delle superfici interneIT. No. Art. n.1SM/MQ
N2PAINT EXTERIOR SURFACES WITH LATEX PAINT
Pitturazione con idropittura lavabile delle superfici esterneIT. No. Art. n.2SM/MQ
Total Architectural - Totale architettonico
IIb Structural Work - Lavori Strutturali
NOT APPLICABLE/ Non applicabile
IIc Civil Work - Ic Lavori Civili
NOT APPLICABLE/ Non applicabile
TOTAL PARTI II / Totale Parte II
PART III - MECHANICAL WORK / Parte III - Lavori Meccanici
NOT APPLICABLE/ Non applicabile
PART IV- ELECTRICAL WORK / Parte VI - Lavori Elettrici
NOT APPLICABLE/ Non applicabile
MAINTENANCE WORK SUMMARY / Riepilogo Lavori di Mantenimento
PART II - ARCHITECTURAL, STRUCTURAL AND CIVIL WORK
TOTAL PRICE / Costo Totale

&LMAINTENANCE WORKS&RSheet &P of 30

D DEMOLITION

CONSTRUCTION COST ESTIMATE BREAKDOWN REV. 1
CONTRACTORADDRESS
CONTRACT FOR (Work to be performed)PROPOSED TOTAL CONTRACT PRICE
EIC-RENOVATE FAC. 1174 FOR 606th ACS BED DOWN & ADDENDUM #1
PURCHASE REQUEST NUMBERPROJECT NUMBERWORK LOCATION
ASHE 16-1032AREA F, AVIANO AIR BASE, ITALY
MATERIAL COSTSLABOR COSTS
LINE NO.ITEMUNIT OF MEASUREQUANTITYUNITTOTALMANHOURS MANDAYSAVERAGE RATETOTALOTHER DIRECT COSTSLINE TOTAL
(1)(2)(3)(4)(5)(6)(7)(8)(9)(10)
D.DEMOLITION WORK / Lavori di Demolizione
PART I - DEMOLITIONS, EXCAVATIONS AND REMOVALS / Parte I - Demolizioni, Scavi e Rimozioni
Ia Architectural - Ia Architettura
NOT APPLICABLE/ Non applicabile
Ib Structural Work - Lavori Strutturali
NOT APPLICABLE/ Non applicabile
Ic Civil Work - Lavori Civili
D1DEMOLITION OF REINFORCED CONCRETE AGE TEST PIT
Demolizione di prova in calcestruzzo armato AGEIT. No. Art. n.1CU.M/MC
Total Civil - Totale Civile
Id Mechanical Works - Lavori Meccanici
NOT APPLICABLE/ Non applicabile
Ie Electrical Works - Lavori Elettrici
D1DEMOLISH ELECTRICAL SUBSTATION
Rimozione Cabina elettricaIT. No. Art. n.2LS/AC
D3REMOVAL LIGHTING POLES, INCL FOUNDATION
Rimozione pali per illuminazione, incluso fondazioneIT. No. Art. n.3EA/NO
Total Electrical - Totale Elettrico
TOTAL PART I / Totale Parte I
PART II - ARCHITECTURAL, STRUCTURAL AND CIVIL WORK / Parte II - Lavori Architettonici, Strutturali e Civili/ Parte II - Lavori Meccanici
IIc Civil Work -Lavori Civili
N1EARTH BACKFILLING SELECTED RESULTING MATERIAL
Rinterro con materiale di risulta selezionatoIT. No. Art. n.1CU.M/MC
Total Civil - Totale Civile
TOTAL PART II / Totale Parte II
PART III - MECHANICAL WORK / Parte III - Lavori Meccanici
NOT APPLICABLE/ Non applicabile
PART IV- ELECTRICAL WORK / Parte VI - Lavori Elettrici
NOT APPLICABLE/ Non applicabile
DEMOLITION WORK SUMMARY / Riepilogo Lavori di Demolizione
PART I - DEMOLITIONS, EXCAVATIONS AND REMOVALS
PART II - ARCHITECTURAL, STRUCTURAL AND CIVIL WORK
TOTAL PRICE / Costo Totale

&LDEMOLITION WORKS&RSheet &P of 30

SUMMARY

CONSTRUCTION COST ESTIMATE BREAKDOWN REV. 1
CONTRACTORADDRESS
CONTRACT FOR (Work to be performed)PROPOSED TOTAL CONTRACT PRICE
EIC-RENOVATE FAC. 1174 FOR 606th ACS BED DOWN & ADDENDUM #1
PURCHASE REQUEST NUMBERPROJECT NUMBERWORK LOCATION
ASHE 16-1032AREA F, AVIANO AIR BASE, ITALY
MATERIAL COSTSLABOR COSTS
LINE NO.ITEMUNIT OF MEASUREQUANTITYUNITTOTALMANHOURS MANDAYSAVERAGE RATETOTALOTHER DIRECT COSTSLINE TOTAL
(1)(2)(3)(4)(5)(6)(7)(8)(9)(10)
A.NEW CONSTRUCTION WORKS SUMMARY / Riepilogo Lavori di Nuova Costruzione
PART I - DEMOLITIONS, EXCAVATIONS AND REMOVALS
PART II - ARCHITECTURAL, STRUCTURAL AND CIVIL WORK
PART III - MECHANICAL
PART IV - ELECTRICAL WORK
SUBTOTAL A
B.REPAIR WORK SUMMARY / Riepilogo Lavori di Ristrutturazione
PART I - DEMOLITIONS, EXCAVATIONS AND REMOVALS
PART II - ARCHITECTURAL, STRUCTURAL AND CIVIL WORK
PART III - MECHANICAL
PART IV - ELECTRICAL WORK
SUBTOTAL B
S.SUSTAINMENT WORK SUMMARY / Riepilogo Lavori di Mantenimento
PART I - DEMOLITIONS, EXCAVATIONS AND REMOVALS
PART II - ARCHITECTURAL, STRUCTURAL AND CIVIL WORK
PART III - MECHANICAL
PART IV - ELECTRICAL WORK
SUBTOTAL S
M.MAINTENANCE WORK SUMMARY / Riepilogo Lavori di Mantenimento
PART II - ARCHITECTURAL, STRUCTURAL AND CIVIL WORK
SUBTOTAL M
D.DEMOLITION WORK SUMMARY / Riepilogo Lavori di Demolizione
PART II - ARCHITECTURAL, STRUCTURAL AND CIVIL WORK
PART I - DEMOLITIONS, EXCAVATIONS AND REMOVALS
SUBTOTAL D
TOTAL PRICE / Costo Totale

&LWORK SUMMARY&RPage &P of 30

Grand Total

ASHE 16-1032 - EIC-RENOCATE FAC. 1174 FOR 606th ACS BED DOWN, AREA F, AVIANO AB, ITALY & ADDENDUM #1
INSTRUCTIONS FOR COMPLETING
A. NEWB. REPAIRS. SUSTAINMENTM. MAINTENANCED. DEMOLITIONSTOTAL (€)
TOTAL MATERIAL COSTS€€€€€€
TOTAL LABOR COSTS€€€€€€
TOTAL OTHER DIRECT COSTS€€€€€€
TOTAL DIRECT COSTS€€€€€€
OVERHEAD€€€€€€
SUBTOTAL€€€€€€
PROFIT€€€€€€
TOTAL PRICE€€€€€€
DATEFIRM NAME
TITLEBY
INSTRUCTIONS TO OFFERORS

&RSheet 30 of 30

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 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.

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated .