ASHE_18-1039_CnstCostEstimate_R.xls
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CONSTRUCTION COST ESTIMATE BREAKDOWN
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| CONSTRUCTION COST ESTIMATE BREAKDOWN | |||||||||||||
| CONTRACTOR | ADDRESS | ||||||||||||
| CONTRACT FOR (Work to be performed) | PROPOSED TOTAL CONTRACT PRICE | ||||||||||||
| RENOVATE BLDG 7300 FOR 56TH SQUADRON, FAC.7300 | |||||||||||||
| PURCHASE REQUEST NUMBER | PROJECT NUMBER | WORK LOCATION | |||||||||||
| ASHE 18-1039 R | AREA F, 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 Civil Demolitions - Ia Demolizioni Civili | |||||||||||||
| 1 | CUT AND REMOVAL OF EXISTING ASPHALT PAVEMENT | ||||||||||||
| Taglio e rimozione di pavimentazione in asfalto esistente | IT. No. Art. n. | 1 | SM/MQ | ||||||||||
| 2 | SOIL EXCAVATION FOR NEW CONCRETE PAD FOUNDATION | ||||||||||||
| Scavo nel terreno per fondazioni nuova pedana in cemento | IT. No. Art. n. | 2 | CM/MC | ||||||||||
| 3 | CUT AND REMOVAL OF EXISTING METAL FENCE PORTION | ||||||||||||
| Taglio e rimozione di porzione di recinzione esistente | IT. No. Art. n. | 3 | SM/MQ | ||||||||||
| 4 | TRENCH EXCAVATION FOR NEW PEDESTRIAN AND VEHICULAR ACCESS GATES FOUNDATIONS | ||||||||||||
| Scavo a trincea per le fondazioni dei nuovi cancelli di accesso pedonale e carrabile | IT. No. Art. n. | 4 | CM/MC | ||||||||||
| Total Civil Demolitions - Totale Demolizioni Civili | |||||||||||||
| Ib Architectural Demolitions - Ib Demolizioni Architettoniche | |||||||||||||
| 5 | REMOVAL OF EXISTING INTERIOR DOORS | ||||||||||||
| Rimozione di porte interne esistenti | IT. No. Art. n. | 5 | EA/NO | ||||||||||
| 6 | REMOVAL AND STORAGE OF EXISTING 60x60cm MINERAL FIBER PANELS OF SUSPENDED CEILING | ||||||||||||
| Rimozione e conservazione di pannelli in fibra minerale 60X60cm del controsoffitto esistente | IT. No. Art. n. | 6 | SM/MQ | ||||||||||
| 7 | REMOVAL OF ENTIRE PORTION OF EXISTING MINERAL FIBER PANELS SUSPENDED CEILING | ||||||||||||
| Rimozione dell'intera porzione di controsoffitto esistente in pannelli di fibra minerale | IT. No. Art. n. | 7 | SM/MQ | ||||||||||
| 8 | REMOVAL OF EXISTING VENTILATION METAL DUCTS | ||||||||||||
| Rimozione di canali metallici di ventilazione esistenti | IT. No. Art. n. | 8 | EA/NO | ||||||||||
| 9 | DISASSEMBLY OF EXISTING INTERIOR DOORS | ||||||||||||
| Smontaggio di porte interne esistenti | IT. No. Art. n. | 9 | EA/NO | ||||||||||
| 10 | REMOVAL OF EXISTING WINDOWS | ||||||||||||
| Rimozione di finestre esistenti | IT. No. Art. n. | 10 | EA/NO | ||||||||||
| 11 | CUT AND REMOVAL OF EXISTING GYPSUM BOARD PARTITIONS FOR NEW OPENINGS | ||||||||||||
| Taglio e rimozione di tramezzi in cartongesso esistenti per nuove aperture | IT. No. Art. n. | 11 | SM/MQ | ||||||||||
| 12 | DEMOLITION OF EXISTING GYPSUM BOARD PARTITIONS | ||||||||||||
| Demolizione di tramezzi esistenti in cartongesso | IT. No. Art. n. | 12 | SM/MQ | ||||||||||
| 13 | REMOVAL OF FOLDING PARTITION WALL | ||||||||||||
| Rimozione di parete mobile | IT. No. Art. n. | 13 | LS/AC | ||||||||||
| 14 | REMOVAL OF EXISTING FLOOR METAL GRATE | ||||||||||||
| Rimozione di grata metallica a pavimento | IT. No. Art. n. | 14 | LS/AC | ||||||||||
| 15 | PREPARATION OF EXISTING CONCRETE PAVEMENT | ||||||||||||
| Preparazione di pavimento in cemento esistente | IT. No. Art. n. | 15 | SM/MQ | ||||||||||
| Total Architectural Demolitions - Totale Demolizioni Architettoniche | |||||||||||||
| Id Mechanical Demolitions - Demolizioni Meccaniche | 0.00 | 0.00 | 0.00 | ||||||||||
| 16 | REMOVAL OF EXISTING DUCTWORKS AND ACCESSORIES AS SHOWN IN THE DESIGN DRAWINGS | ||||||||||||
| Rimozione delle esistenti canalizzazioni ed accessori come indicato nei disegni di progetto | IT. No. Art. n. | 16 | LS/AC | ||||||||||
| 17 | REMOVAL OF EXISTING EXHAUST GAS FAN, DUCTWORK AND FITTINGS | ||||||||||||
| Rimozione dell'esistente estrattore gas di scarico, canali e accessori. | IT. No. Art. n. | 17 | LS/AC | ||||||||||
| 18 | REMOVAL OF EXISTING AIR COMPRESSED PIPING AND FITTINGS | ||||||||||||
| Rimozione dell'esistente tubazione dell'aria compressa e accessori | IT. No. Art. n. | 18 | LS/AC | ||||||||||
| 19 | REMOVAL OF EXISTING EMERGENCY EYEWASH/SHOWER, PIPING AND FITTINGS | ||||||||||||
| Rimozione dell'esistente lavaocchi/doccia di emergenza, tubazione e accessori | IT. No. Art. n. | 19 | LS/AC | ||||||||||
| Total Mechanical Demolitions - Totale Demolizioni Meccaniche | |||||||||||||
| Ie Electrical Demolitions - Ie Demolizioni Elettriche | |||||||||||||
| 20 | REMOVE TELECOM OUTLETS | ||||||||||||
| Rimozione PreseTelecomunicazioni | IT. No. Art. n. | 20 | LS/AC | ||||||||||
| 21 | REMOVE ELECTRICAL OUTLETS | ||||||||||||
| Rimozione Prese Elettriche | IT. No. Art. n. | 21 | LS/AC | ||||||||||
| Total Electrical Demolitions - Totale Demolizioni Elettriche | 0.00 | 0.00 | 0.00 | ||||||||||
| TOTAL PART I - Totale Parte I | 0.00 | 0.00 | 0.00 | ||||||||||
| PART II - ARCHITECTURAL, STRUCTURAL AND CIVIL WORK / Parte II - Lavori Architettonici, Strutturali e Civili | |||||||||||||
| IIa Civil - IIa Civile | |||||||||||||
| 22 | NEW REINFORCED CONCRETE PAD | ||||||||||||
| Nuova pedana in cemento armato | IT. No. Art. n. | 1 | CM/MQ | ||||||||||
| 23 | NEW SECURITY METAL FENCE WITH ACCESS GATE | ||||||||||||
| Nuova recinzione metallica sicurezza con cancello accesso | IT. No. Art. n. | 2 | SM/MQ | ||||||||||
| 24 | NEW PEDESTRIAN ACCESS GATE WITH CIPHER LOCK | ||||||||||||
| Nuovo cancello pedonale con serratura a tastiera | IT. No. Art. n. | 3 | EA/NO | ||||||||||
| 25 | NEW VEHICULAR SLIDING ACCESS GATE IN METAL FENCE | ||||||||||||
| Nuovo cancello carrabile scorrevole nella recinzione | IT. No. Art. n. | 4 | EA/NO | ||||||||||
| 26 | NEW REINFORCED CONCRETE FOUNDATION PLINTHS | ||||||||||||
| Nuovi plinti di fondazione in cemento armato | IT. No. Art. n. | 5 | CM/MC | ||||||||||
| 27 | NEW VEHICLE LIFTS INSTALLATION | ||||||||||||
| Installazione di nuovi ponti sollevatori | IT. No. Art. n. | 6 | EA/NO | ||||||||||
| 28 | BACKFILLING OF TRENCH EXCAVATION | ||||||||||||
| Riempimento di scavo a trincea | IT. No. Art. n. | 7 | CM/MC | ||||||||||
| 29 | RESTORATION OF ASPHALT PAVEMENT | ||||||||||||
| Ripristino di pavimentazione in asfalto | IT. No. Art. n. | 8 | SM/MQ | ||||||||||
| Total Civil - Totale Civile | |||||||||||||
| IIb Architectural - IIb Architettonico | |||||||||||||
| 30 | BLOCK-UP OF EXISTING DOOR OPENING | ||||||||||||
| Chiusura di vani porta esistenti | IT. No. Art. n. | 9 | SM/MQ | ||||||||||
| 31 | NEW SOUNDPROOF GYPSUM BOARD PARTITIONS | ||||||||||||
| Nuovi tramezzi in cartongesso fonoisolanti | IT. No. Art. n. | 10 | SM/MQ | ||||||||||
| 32 | NEW INTERIOR STC45 SOUNDPROOF DOOR | ||||||||||||
| Nuova porta interna fonoisolata STC45 | IT. No. Art. n. | 11a | EA/NO | ||||||||||
| 33 | NEW SLIDING SOUNDPROOF DOOR | ||||||||||||
| Nuova porta esterna fonoisolata | IT. No. Art. n. | 11b | EA/NO | ||||||||||
| 34 | NEW STAINLESS STEEL COVER PLATE | ||||||||||||
| Nuova piastra di copertura in acciaio inox | IT. No. Art. n. | 12 | EA/NO | ||||||||||
| 35 | DOOR UPGRADE FOR ACCESS CONTROL SYSTEM | ||||||||||||
| Adeguamento porta per impianto controllo accessi | IT. No. Art. n. | 13 | EA/NO | ||||||||||
| 36 | NEW GSA APPROVED COMBINATION LOCK | ||||||||||||
| Nuova serratura a combinazione approvata dal GSA | IT. No. Art. n. | 14 | EA/NO | ||||||||||
| 37 | NEW MECHANICAL CIPHER LOCK | ||||||||||||
| Nuova serratura a tastiera meccanica | IT. No. Art. n. | 15 | EA/NO | ||||||||||
| 38 | NEW NO-SKID EPOXY RESIN PROTECTIVE TREATMENT | ||||||||||||
| Nuovotrattamento protettivo antiscivolo in resina epossidica | IT. No. Art. n. | 16 | SM/MQ | ||||||||||
| 39 | REINSTALLATION OF SUSPENDED CEILING PANELS | ||||||||||||
| Reistallazione di pannelli controsoffitto | IT. No. Art. n. | 17 | SM/MQ | ||||||||||
| 40 | NEW MINERAL FIBER PANELS SUSPENDED CEILING | ||||||||||||
| Nuovo controsoffitto in pannelli di fibra minerale | IT. No. Art. n. | 18 | SM/MQ | ||||||||||
| 41 | BLOCK-UP OF EXISTING WINDOW OPENING | ||||||||||||
| Chiusura di vani finestra esistenti | IT. No. Art. n. | 19 | SM/MQ | ||||||||||
| 42 | INTERIOR WALL PAINTING | ||||||||||||
| Verniciatura pareti interne | IT. No. Art. n. | 20 | SM/MQ | ||||||||||
| 43 | EXTERIOR WALL PAINTING | ||||||||||||
| Verniciatura pareti esterne | IT. No. Art. n. | 21 | SM/MQ | ||||||||||
| 44 | REINSTALLATION OF EXISTING MODIFIED INTERIOR DOOR | ||||||||||||
| Reinstallazione di porta interna esistente modificata | IT. No. Art. n. | 22 | EA/NO | ||||||||||
| 45 | BLOCK-UP OF EXISTING VEHICLE INSPECTION PIT Chiusura di fossa ispezione veicoli esistente | IT. No. Art. n. | 23 | LS/AC | |||||||||
| Total Architectural - Totale Architettonico | |||||||||||||
| TOTAL PART II / Totale Parte II | 0.00 | 0.00 | 0.00 | 0.00 | |||||||||
| PART III - MECHANICAL WORK / Parte III - Lavori Meccanici | |||||||||||||
| IIIa HVAC - IIIa HVAC | |||||||||||||
| 46 | HVAC HOT AND CHILLED WATER PIPEWORKSYSTEM UPGRADE, ON/OFF VALVES, CONTROL VALVES & FITT. | ||||||||||||
| Modifica del sistema acqua calda/refrigerata HVAC in centrale, valvole on/off ed accessori | IT. No. Art. n. | 1 | LS/AC | ||||||||||
| 47 | HVAC PIPEWORK FOR NEW FANCOILS AND ERU COIL AND FITTINGS | ||||||||||||
| Rete di distribuzione HVAC per nuovi fan coil e batteria ERU e accessori | IT. No. Art. n. | 2 | LS/AC | ||||||||||
| 48 | VERTICAL CABINET FANCOIL AND FITTINGS-TYPE FCU-V01 | ||||||||||||
| Ventilconvettore a pavimento e accessori-tipo FCU-V01 | IT. No. Art. n. | 3a | EA/NO | ||||||||||
| 49 | VERTICAL CABINET FANCOIL AND FITTINGS-TYPE FCU-V02 | ||||||||||||
| Ventilconvettore a pavimento e accessori-Tipo FCU-V02 | IT. No. Art. n. | 3b | EA/NO | ||||||||||
| 50 | FANCOIL CONTROL SYSTEM W/ 2-WAY MODUL. VALVE PRESSURE INDIPENDENT, VALVES, FILTER AND FITTINGS | ||||||||||||
| Sistema di controllo ventilconvettore con valvola modulante 2-vie indipendente dalla pressione, valvole, filtro ed accessori | IT. No. Art. n. | 4a | EA/NO | ||||||||||
| 51 | FANCOIL CONTROL SYSTEM W/ 3-WAY MODUL. VALVE PRESSURE INDIPENDENT, VALVES, FILTER AND FITTINGS | ||||||||||||
| Sistema di controllo ventilconvettore con valvola modulante 3-vie indipendente dalla pressione, valvole, filtro ed accessori | IT. No. Art. n. | 4b | EA/NO | ||||||||||
| 52 | UPGRADE EXISTING DDC SYSTEM, WIRING & FITTINGS | ||||||||||||
| Modifica del sistema DDC esistente, collegamenti ed accessori | IT. No. Art. n. | 5 | LS/AC | ||||||||||
| 53 | ERU-1 FOR FRESH AIR TREATMENT AND HEAT RECOVERY W/ CONTROLS,AND FITTINGS | ||||||||||||
| ERU-1 per trattamento aria di rinnovo e recupero calore compresi controlli ed accessori | IT. No. Art. n. | 6 | EA/NO | ||||||||||
| 54 | NEW FRESH/EXHAUST DUCTWORK, FITTINGS AND ACCESSORIES | ||||||||||||
| Nuove canalizzazioni di rinnovo ed estrazione aria ed accessori | IT. No. Art. n. | 7 | LS/AC | ||||||||||
| 55 | PVC HVAC CONDENSATE DRAIN PIPE AND FITTINGS | ||||||||||||
| Linea di scarico condense in PVC per HVAC e accessori | IT. No. Art. n. | 8 | LS/AC | ||||||||||
| 56 | MITIGATION OF VULNERABILITY IN MECH UTILITY PENETRATING THE WALL OF CLASSIFIED AREA | ||||||||||||
| Mitigazione della vulnerabilità dei componenti meccanici che attraversano le pareti dell'area classificata | IT. No. Art. n. | 9 | LS/AC | ||||||||||
| 57 | TESTING; ADJUSTING AND BALANCING OF THE HVAC SYSTEMS | ||||||||||||
| Prove, tarature e bilanciamento impianti HVAC | IT. No. Art. n. | 10 | LS/AC | ||||||||||
| Total HVAC - Totale HVAC | |||||||||||||
| IIIb Plumbing - IIIb Idrico sanitario | |||||||||||||
| 58 | INSTALLATION AND CERTIFICATION OF A SCUBA AIR COMPRESSED STATION PROVIDED BY GOVERNMENT | ||||||||||||
| Installazione e certificazione della stazione aria compressa per sub fornita dal governo (FURTHER ANALYSIS REQ.) | IT. No. Art. n. | 1 | LS/AC | ||||||||||
| 59 | NEW AIR COMPRESSED COPPER PIPING AND FITTINGS FOR SCUBA AIR COMPRESSED STATION | ||||||||||||
| Nuova tubazione in rame e accessori per la nuova stazione aria compressa per sub | IT. No. Art. n. | 2 | LS/AC | ||||||||||
| 60 | CONNECTION OF NEW CONDENSATE DRAIN PIPEWORK TO EXISTING BUILDING STORM WATER SYSTEM | ||||||||||||
| Connessione delle nuove tubazioni di scarico condensa al sistema acque meteoriche dell'edificio | IT. No. Art. n. | 3 | LS/AC | ||||||||||
| Total Plumbing - Totale Idrico sanitario | |||||||||||||
| IIIc Fire Suppression - IIIc Spegnimento incendi | |||||||||||||
| 61 | SPRINKLER HEADS ADJUSTMENT IN ACCORDANCE WITH NEW ROOM LAYOUT AND DUCTS INTERFERENCES | ||||||||||||
| Riposizionamento delle testine sprinkler in accordo con il nuovo layout e le interferenze dei nuovi canali | IT. No. Art. n. | 1 | LS/AC | ||||||||||
| Total Fire suppression - TotaleSpegnimento incendi | |||||||||||||
| TOTAL PART III / Totale Parte III | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | |||||||
| PART IV - ELECTRICAL WORK / Parte IV - Lavori Elettrici | |||||||||||||
| 62 | NEW BACKUP POWER GENERATOR 250 kVA | ||||||||||||
| Nuovo gruppo elettrogeno da 250 kVA | IT. No. Art. n. | 1a | EA/NO | ||||||||||
| 63 | New 4P-400 A CIRCUIT BREAKER | ||||||||||||
| Nuovo interruttore 4P-400 A | IT. No. Art. n. | 2 | EA/NO | ||||||||||
| 64 | NEW CABLE FG16R16 3x120+70N+G70 | ||||||||||||
| Nuovo cavo FG16R16 3x120+70N+G70 | IT. No. Art. n. | 3 | LM/M | ||||||||||
| 65 | New DB8A panel | ||||||||||||
| Nuovo quadro DB8A | IT. No. Art. n. | 4 | EA/NO | ||||||||||
| 66 | FURNISHING AND INSTALL. OF ITALIAN STYLE OUTLETS | ||||||||||||
| Fornitura e installazione Prese tipo italiano | IT. No. Art. n. | 5 | EA/NO | ||||||||||
| 67 | OUTLET POINT | ||||||||||||
| Punto presa | IT. No. Art. n. | 6 | EA/NO | ||||||||||
| 68 | EXTERNAL OUTLET POSTS | ||||||||||||
| Punti prese esterni | IT. No. Art. n. | 7a | EA/NO | ||||||||||
| 69 | EXTERNAL OUTLETS | ||||||||||||
| Punti prese esterni | IT. No. Art. n. | 7b | EA/NO | ||||||||||
| 70 | DIAM. 110 MM PVC CABLEDUCT | ||||||||||||
| Cavidotto in PVC diam. 110 mm | IT. No. Art. n. | 8a | LM/ML | ||||||||||
| 71 | NEW 500x500x500 PRECAST CONCRETE MANHOLE | ||||||||||||
| Nuovo pozzetti in cap 500x500x500 | IT. No. Art. n. | 8b | EA/NO | ||||||||||
| 72 | 2P-16A CIRCUIT BREAKER | ||||||||||||
| INTERRUTTORI 2P-16 A | IT. No. Art. n. | 9 | EA/NO | ||||||||||
| 73 | 3G 1,5 SQMM FG16R16 CABLE | ||||||||||||
| Cavo 3G1,5 mmq FG16R16 | IT. No. Art. n. | 10 | LM/ML | ||||||||||
| 74 | 5G 4 SQMM FG16R16 CABLE | ||||||||||||
| Cavo 5G4 mmq FG16R16 | IT. No. Art. n. | 11a | LM/ML | ||||||||||
| 75 | 3G 1,5 SQMM FG16R16 CABLE | ||||||||||||
| Cavo 3G1,5 mmq FG16R16 | IT. No. Art. n. | 11b-11c-11d | LM/ML | ||||||||||
| 76 | 3G 1,5 SQMM FG16R16 CABLE | ||||||||||||
| Cavo 3G1,5 mmq FG16R16 | IT. No. Art. n. | 12 | LM/ML | ||||||||||
| 77 | 3G 1,5 SQMM FG16R16 CABLE | ||||||||||||
| Cavo 3G1,5 mmq FG16R16 | IT. No. Art. n. | 13 | LM/ML | ||||||||||
| 78 | 1P+N-6A CIRCUIT BREAKER | ||||||||||||
| INTERRUTTORI 1P+N-6A | IT. No. Art. n. | 14a | EA/NO | ||||||||||
| 79 | 3P+N-25A CIRCUIT BREAKER | ||||||||||||
| INTERRUTTORI 3P+N-25A | IT. No. Art. n. | 14b | EA/NO | ||||||||||
| 80 | 1P+N-6A CIRCUIT BREAKER | ||||||||||||
| INTERRUTTORI 1P+N-6A | IT. No. Art. n. | 15 | EA/NO | ||||||||||
| 81 | 1P+N-6A CIRCUIT BREAKER | ||||||||||||
| INTERRUTTORI 1P+N-6A | IT. No. Art. n. | 16 | EA/NO | ||||||||||
| 82 | NEW ELECTRONIC ACCESS CONTROL SYSTEM | ||||||||||||
| Nuovo impianto controllo elettronico | IT. No. Art. n. | 17 | EA/NO | ||||||||||
| 83 | ELECTRICAL SYSTEMS TESTS | ||||||||||||
| Collaudo Impianti Elettrici | IT. No. Art. n. | 18 | LS/AC | ||||||||||
| Total Power System - Totale Impianto Forza Motrice | |||||||||||||
| IVb Lighting System System - Impianto Illuminazione | |||||||||||||
| 84 | LIGHTING POINT: LIGHTING SWITCH | ||||||||||||
| Punto luce: Interruttore luce | IT. No. Art. n. | 19 | EA/NO | ||||||||||
| 85 | LIGHTING SIGN | ||||||||||||
| Segnale luminoso | IT. No. Art. n. | 20 | EA/NO | ||||||||||
| 86 | ROTATING BLUE LIGHT | ||||||||||||
| Luce blu rotante | IT. No. Art. n. | 21 | EA/NO | ||||||||||
| Total Ligting System System - Totale Impianto Illuminazione | |||||||||||||
| IVc Communication SYSTEM - Impianto Comunicazioni | |||||||||||||
| 87 | COMMUNICATION OUTLETS | ||||||||||||
| Prese per comunicazioni | IT. No. Art. n. | 22 | EA/NO | ||||||||||
| 88 | COMMUNICATION OUTLET POINT | ||||||||||||
| Punto presa TV | IT. No. Art. n. | 23 | EA/NO | ||||||||||
| 89 | TV SAT OUTLETS | ||||||||||||
| PresA TV SAT | IT. No. Art. n. | 24 | EA/NO | ||||||||||
| 90 | TELECOMM SYSTEM TESTS | ||||||||||||
| Collaudo Impianto Telefonico | IT. No. Art. n. | 25 | LS/AC | ||||||||||
| Total Communication SYSTEM - Totale Impianto Comunicazioni | |||||||||||||
| IVd Antennas SYSTEM - Impianto Antenne | |||||||||||||
| 91 | Antenna system predisposition - Predisposizione impianto antenna | ||||||||||||
| Collaudo Impianto Telefonico | IT. No. Art. n. | A1 | LS/AC | ||||||||||
| Total Communication SYSTEM - Totale Impianto Comunicazioni | |||||||||||||
| Total Electrical - Totale Elettrico | |||||||||||||
| TOTAL PART IV / Totale Parte IV | |||||||||||||
| SUMMARY | |||||||||||||
| PART I - DEMOLITIONS, EXCAVATIONS AND REMOVALS | 0.00 | 0.00 | 0.00 | 0.00 | |||||||||
| PART II - ARCHITECTURAL, STRUCTURAL AND CIVIL WORKS | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | |||||||
| PART III - MECHANICAL WORK | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | |||||||
| PART IV - ELECTRICAL WORK | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | |||||||
| TOTAL PRICE / Costo Totale | 0.00 | 0.00 | 0.00 | 0.00 |
Page &P of &N
Grand Total
| RENOVATE BLDG 7300 FOR 56TH SQUADRON, FAC.7300 - AREA F, AVIANO AB - ITALY | ||||||
| INSTRUCTIONS FOR COMPLETING | ||||||
| TOTAL MATERIAL COSTS | € | 0.00 | ||||
| TOTAL LABOR COSTS | € | 0.00 | ||||
| TOTAL OTHER DIRECT COSTS | € | 0.00 | ||||
| TOTAL DIRECT COSTS | € | 0.00 | ||||
| OVERHEAD | % | € | 0.00 | |||
| SUBTOTAL | € | 0.00 | ||||
| PROFIT | % | € | 0.00 | |||
| TOTAL PRICE | € | 0.00 | ||||
| DATE | FIRM NAME | |||||
| TITLE | BY | |||||
| INSTRUCTIONS TO OFFERORS |
&C&"Arial,Grassetto"&12FOR OFFICIAL USE ONLY
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. 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…
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