ASHE_13-1020_Const_Cost_Estimate.xls
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NEW CONST SD
| CONSTRUCTION COST ESTIMATE BREAKDOWN | |||||||||||||
| CONTRACTOR | ADDRESS | ||||||||||||
| CONTRACT FOR (Work to be performed) | PROPOSED TOTAL CONTRACT PRICE | ||||||||||||
| UPGRADE STORM WATER RUN-OFF SYSTEM AT NORTH MAINTENANCE FAC. 1010, AREA F, AVIANO AB. ITALY NEW WORKS | |||||||||||||
| PURCHASE REQUEST NUMBER | PROJECT NUMBER | WORK LOCATION | |||||||||||
| ASHE 13-1020 | 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) | ||||
| A. | STORM WATER DRAINAGE/ Rete drenaggio | ||||||||||||
| NEW WORKS / Nuove Opere | |||||||||||||
| PART IA - EXCAVATIONS AND REMOVALS / Parte IA - Scavi e Rimozioni | |||||||||||||
| 0.00 | 0.00 | ||||||||||||
| 1 | JOB SITE MOBILIZATION AND DEMOBILIZATION | ||||||||||||
| Installazione e rimozione di cantiere | IT. No. Art. n. | 1 | LS/AC | ||||||||||
| 2 | CUTTING OF EXISTING BITUMINOUS CONCRETE PAVEMENT | ||||||||||||
| Taglio di pavimentazione stradale in conglomerato bituminoso | IT. No. Art. n. | 2 | LM/ML | 0.00 | |||||||||
| 3 | DEMOLITION OF BITUMINOUS CONCRETE PAVEMENT | ||||||||||||
| Demolizione di manto stradale in conglomerato bituminoso | IT. No. Art. n. | 3 | Cu.M/MC | 0.00 | |||||||||
| 4 | TRENCH EXCAVATION FOR NEW STORM DRAINAGE PIPELINE IN BITUMINOUS CONCRETE PAVEMENT | ||||||||||||
| Scavo in trincea per nuova rete drenante su pavimentazione in conglomerato bituminoso | IT. No. Art. n. | 4a | Cu.M/MC | 0.00 | |||||||||
| 5 | TRENCH EXCAVATION FOR NEW STORM DRAINAGE PIPELINE ON EARTH | ||||||||||||
| Scavo in trincea per nuova rete drenante su terreno | IT. No. Art. n. | 4b | Cu.M/MC | 0.00 | |||||||||
| 6 | REMOVAL OF EXISTING STORM DRAIN LINE | ||||||||||||
| Rimozione di linea di drenaggio esistente | IT. No. Art. n. | 5 | LM/ML | 0.00 | |||||||||
| 7 | REMOVAL OF EXISTING STORM CATCH BASIN | ||||||||||||
| Rimozione di caditoie esistenti | IT. No. Art. n. | 6 | EA/N | 0.00 | |||||||||
| 8 | LOADING AND TRANSPORTATION OF RESULTING MATERIALS, INCLUDED DUMP FEE | ||||||||||||
| Trasporto a discarica di terreno di risulta, incl. oneri di discarica | IT. No. Art. n. | 7 | Cu.M/MC | ||||||||||
| 9 | FURNISHING AND INSTALLATION OF STEEL FORMS “PILOSIO” TYPE | ||||||||||||
| Fornitura e posa di cassoni mobili tipo "Pilosio" per sostegno delle pareti di scavo | IT. No. Art. n. | 8 | LS/AC | ||||||||||
| TOTAL PART IA - Totale Parte IA | 0.00 | 0.00 | 0.00 | 0.00 | |||||||||
| PART IIA - CIVIL WORK / Parte IIA - Lavori Civili | |||||||||||||
| 1 | 200 MM DIAM. HEAVY PVC FOR STORM WATER DRAINAGE | ||||||||||||
| Tubo PVC PESANTE diam. 200 mm per linee di drenaggio acque piovane | IT. No. Art. n. | 1a | LM/ML | ||||||||||
| 2 | 250 MM DIAM. HEAVY PVC FOR STORM WATER DRAINAGE | ||||||||||||
| Tubo PVC PESANTE diam. 250 mm per linee di drenaggio acque piovane | IT. No. Art. n. | 1b | LM/ML | ||||||||||
| 3 | 315 MM DIAM. HEAVY PVC FOR STORM WATER DRAINAGE | ||||||||||||
| Tubo PVC PESANTE diam. 315 mm per linee di drenaggio acque piovane | IT. No. Art. n. | 1c | LM/ML | ||||||||||
| 4 | 400 MM DIAM. HEAVY PVC FOR STORM WATER DRAINAGE | ||||||||||||
| Tubo PVC PESANTE diam. 400 mm per linee di drenaggio acque piovane | IT. No. Art. n. | 1d | LM/ML | ||||||||||
| 5 | 500 MM DIAM. HEAVY PVC FOR STORM WATER DRAINAGE | ||||||||||||
| Tubo PVC PESANTE diam. 500 mm per linee di drenaggio acque piovane | IT. No. Art. n. | 1e | LM/ML | ||||||||||
| 6 | 630 MM DIAM. HEAVY PVC FOR STORM WATER DRAINAGE | ||||||||||||
| Tubo PVC PESANTE diam. 630 mm per linee di drenaggio acque piovane | IT. No. Art. n. | 1f | LM/ML | ||||||||||
| 7 | 710 MM DIAM. HEAVY PVC FOR STORM WATER DRAINAGE | ||||||||||||
| Tubo PVC PESANTE diam. 710 mm per linee di drenaggio acque piovane | IT. No. Art. n. | 1g | LM/ML | ||||||||||
| 8 | 800 MM DIAM. HEAVY PVC FOR STORM WATER DRAINAGE | ||||||||||||
| Tubo PVC PESANTE diam. 800 mm per linee di drenaggio acque piovane | IT. No. Art. n. | 1h | LM/ML | ||||||||||
| 9 | PIPE BEDDING WITH GRAVEL AND SAND MATERIAL | ||||||||||||
| Allettamento tubi con sabbia e ghiaia | IT. No. Art. n. | 2 | Cu.M/MC | ||||||||||
| 10 | TRENCH BACKFILLING AND COMPACTION WITH SELECTED RESULTING MATERIAL | ||||||||||||
| Rinterro e costipazione delle trincee con materiali di risulta selezionato | IT. No. Art. n. | 3 | Cu.M/MC | ||||||||||
| 11 | 3 MM DIAMETER COPPER TRACER WIRE | ||||||||||||
| Cavo di rame di rilevamento diametro 3 mm | IT. No. Art. n. | 4 | LM/ML | ||||||||||
| 12 | WARNING TAPE | ||||||||||||
| Nastro indicatore | IT. No. Art. n. | 5 | LM/ML | ||||||||||
| 13 | 80x80 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 metallica | IT. No. Art. n. | 6a | EA/NO | |||||||||
| 14 | 120x120 CM CONCRETE PIT INCL. D400 CLASS CAST IRON COVER AND METAL LADDER Pozzetto di calcestruzzo 120x120 cm incluso coperchio in ghisa classe D400 e scala metallica | IT. No. Art. n. | 6b | EA/NO | |||||||||
| 15 | 80x80x20 cm PRECAST CONCRETE PIT EXTENSION Prolunghe per pozzetti prefabb, dimensione 80x80x20 cm | IT. No. Art. n. | 6c | EA/NO | |||||||||
| 16 | 120x120x20 cm PRECAST CONCRETE PIT EXTENSION Prolunghe per pozzetti prefabb, dimensione 120x120x20 cm | IT. No. Art. n. | 6d | EA/NO | |||||||||
| 17 | Ø240x150cm GFRP STORM CHAMBER MANHOLE Pozzetto scolmatore in PRFV, Ø240x150cm | IT. No. Art. n. | 6e | EA/NO | |||||||||
| 18 | PVC GASKETS FOR CONNECTION OF STORM PIPES TO CATCH BASIN Giunti di raccordo in PVC fra caditoie e tubazioni drenaggio | IT. No. Art. n. | 6f | EA/NO | |||||||||
| 19 | PRECAST CONCRETE CULVERT | ||||||||||||
| Cunetta prefabbricata in calcestruzzo | IT. No. Art. n. | 7a | LM/ML | ||||||||||
| 20 | PRECAST CONCRETE CULVERT - 50X50 catch basin | ||||||||||||
| Cunetta prefabbricata in calcestruzzo - caditoia 50X50 | IT. No. Art. n. | 7b | EA/NO | ||||||||||
| 21 | EXISTING PRECAST CONCRETE CATCH BASIN UPGRADING Modifiche alle caditoie esistenti | IT. No. Art. n. | 8 | LS/AC | |||||||||
| 22 | CLEANING OF EXISTING CONTINUOUS GRATING, PHARMACY STORAGE AREA | ||||||||||||
| Pulizia di griglia continua, area deposito farmacia | IT. No. Art. n. | 9 | LS/AC | ||||||||||
| 23 | RESTORATION OF BITUMINOUS CONCRETE PAVEMENT SURFACES, | ||||||||||||
| Ripristino superfici in conglomerato bituminoso, | IT. No. Art. n. | 10 | SM/MQ | ||||||||||
| 24 | PAINTING OF 12cm WIDE MARKING STRIPS | ||||||||||||
| Pitturazione segnaletica orizzontale, Sp=12cm | IT. No. Art. n. | 11 | LS/AC | ||||||||||
| 25 | GENERATION OF AS-BUILT DRAWINGS | ||||||||||||
| Realizzazione disegni "as-built" | IT. No. Art. n. | 12 | LS/AC | ||||||||||
| TOTAL PART IIA / Totale Parte IIA | |||||||||||||
| STORM WATER DRAINAGE WORKS SUMMARY Riepilogo Opere Rete Drenaggio | |||||||||||||
| PART IA - DEMOLITIONS, EXCAVATIONS AND REMOVALS | |||||||||||||
| PART IIA - CIVIL WORK | |||||||||||||
| TOTAL PRICE / Costo Totale |
&C&12 &RSheet &P of 12
NEW CONST OWS
| CONSTRUCTION COST ESTIMATE BREAKDOWN | ||||||||||||
| CONTRACTOR | ADDRESS | |||||||||||
| CONTRACT FOR (Work to be performed) | PROPOSED TOTAL CONTRACT PRICE | |||||||||||
| UPGRADE STORM WATER RUN-OFF SYSTEM AT NORTH MAINTENANCE FAC. 1010, AREA F, AVIANO AB. ITALY NEW WORKS | ||||||||||||
| PURCHASE REQUEST NUMBER | PROJECT NUMBER | WORK LOCATION | ||||||||||
| ASHE 13-1020 | 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) | |||
| B. | OWS SYSTEM / SEPARATORI ACQUA OLIO | |||||||||||
| NEW WORKS / Nuove Opere | ||||||||||||
| PART IB - EXCAVATIONS AND REMOVALS / Parte IB - Scavi e Rimozioni | ||||||||||||
| 0.00 | 0.00 | |||||||||||
| 1 | JOB SITE MOBILIZATION AND DEMOBILIZATION | |||||||||||
| Installazione e rimozione di cantiere | IT. No. Art. n. | 1 | LS/AC | |||||||||
| 2 | CUTTING OF EXISTING BITUMINOUS CONCRETE PAVEMENT | |||||||||||
| Taglio di pavimentazione stradale in conglomerato bituminoso | IT. No. Art. n. | 2 | LM/ML | |||||||||
| 3 | DEMOLITION OF BITUMINOUS CONCRETE PAVEMENT | |||||||||||
| Demolizione di manto stradale in conglomerato bituminoso | IT. No. Art. n. | 3 | Cu.M/MC | |||||||||
| 4 | SOIL EXCAVATION FOR NEW OIL SEPARATOR | |||||||||||
| Scavo di terreno per nuovo separatore olii | IT. No. Art. n. | 4 | Cu.M/MC | |||||||||
| 5 | LOADING AND TRANSPORTATION OF RESULTING MATERIALS, INCLUDED DUMP FEE | |||||||||||
| Trasporto a discarica di terreno di risulta, incl. oneri di discarica | IT. No. Art. n. | 5 | Cu.M/MC | |||||||||
| TOTAL PART IB - Totale Parte IB | ||||||||||||
| PART IIB - CIVIL WORK / Parte IIB - Lavori Civili | ||||||||||||
| 1 | FURNISHING AND INSTALLATION OF OIL WATER SEPARATION SYSTEM | |||||||||||
| Fornitura in opera di impianto separatore acqua oli | IT. No. Art. n. | 1 | EA/NO | |||||||||
| 2 | BACKFILLING AND COMPACTION - GRAVEL MATERIAL | |||||||||||
| Rinterro e costipazione - Petrisco minuto | IT. No. Art. n. | 2a | Cu.M/MC | |||||||||
| 3 | BACKFILLING AND COMPACTION - SELECTED RESULTING MATERIAL | |||||||||||
| Rinterro e costipazione - Materiali di risulta selezionato | IT. No. Art. n. | 2b | Cu.M/MC | |||||||||
| 4 | RESTORATION OF BITUMINOUS CONCRETE PAVEMENT SURFACES, | |||||||||||
| Ripristino superfici in conglomerato bituminoso, | IT. No. Art. n. | 3 | SM/MQ | |||||||||
| TOTAL PART IIB / Totale Parte IIB | ||||||||||||
| OWS WORKS SUMMARY Riepilogo Opere Impanto separazione acqua-olii | ||||||||||||
| PART IB - EXCAVATIONS AND REMOVALS | ||||||||||||
| PART IIB - CIVIL WORK | ||||||||||||
| TOTAL PRICE / Costo Totale |
&C&12 &RSheet &P of 12
DEMOLITION DF
| CONSTRUCTION COST ESTIMATE BREAKDOWN | ||||||||||||
| CONTRACTOR | ADDRESS | |||||||||||
| CONTRACT FOR (Work to be performed) | PROPOSED TOTAL CONTRACT PRICE | |||||||||||
| UPGRADE STORM WATER RUN-OFF SYSTEM AT NORTH MAINTENANCE FAC. 1010, AREA F, AVIANO AB. ITALY DEMOLITION WORKS | ||||||||||||
| PURCHASE REQUEST NUMBER | PROJECT NUMBER | WORK LOCATION | ||||||||||
| ASHE 13-1020 | 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) | |||
| C. | DRAINAGE FIELD / Bacino di dispersione | |||||||||||
| DEMOLITION WORKS / Demolizioni | ||||||||||||
| PART IC- DEMOLITIONS / Parte IC - Demolizioni | ||||||||||||
| 1 | CUTTING OF EXISTING BITUMINOUS CONCRETE PAVEMENT | |||||||||||
| Taglio di pavimentazione stradale in conglomerato bituminoso | IT. No. Art. n. | 1 | LM/ML | |||||||||
| 2 | DEMOLITION OF BITUMINOUS CONCRETE PAVEMENT | |||||||||||
| Demolizione di manto stradale in conglomerato bituminoso | IT. No. Art. n. | 2 | Cu.M/MC | |||||||||
| 3 | DEMOLITION AND REMOVAL OF EXISTING DRY WELLS | |||||||||||
| Demolizione e Rimozione di pozzi perdenti esistenti | IT. No. Art. n. | 3 | EA/NO | |||||||||
| 4 | DEMOLITION AND REMOVAL OF EXISTING OWS SYSTEMS | |||||||||||
| Demolizione e rimozione impianti separatori acqua-olio | IT. No. Art. n. | 4 | EA/NO | |||||||||
| 5 | LOADING AND TRANSPORTATION OF RESULTING MATERIALS, INCL. DUMP FEE | |||||||||||
| Trasporto a discarica di terreno di risulta, incl. oneri di discarica | IT. No. Art. n. | 5 | Cu.M/MC | |||||||||
| TOTAL PART IC - Totale Parte IC | ||||||||||||
| DEMOLITION WORKS SUMMARY Riepilogo Opere Demolizione | ||||||||||||
| PART IC - DEMOLITIONS | ||||||||||||
| TOTAL PRICE / Costo Totale | ||||||||||||
| 2 | ||||||||||||
| 7 | ||||||||||||
| 8 | ||||||||||||
| 9 | ||||||||||||
| 10 | ||||||||||||
| 11 | ||||||||||||
| 12 | ||||||||||||
| 16 | ||||||||||||
| 17 | ||||||||||||
| 18 | ||||||||||||
| 19 | ||||||||||||
| 20 | ||||||||||||
| 21 | ||||||||||||
| 25 |
&C&12 &RSheet &P of 12
REPAIR DF
| CONSTRUCTION COST ESTIMATE BREAKDOWN | ||||||||||||
| CONTRACTOR | ADDRESS | |||||||||||
| CONTRACT FOR (Work to be performed) | PROPOSED TOTAL CONTRACT PRICE | |||||||||||
| UPGRADE STORM WATER RUN-OFF SYSTEM AT NORTH MAINTENANCE FAC. 1010, AREA F, AVIANO AB. ITALY REPAIR WORKS | ||||||||||||
| PURCHASE REQUEST NUMBER | PROJECT NUMBER | WORK LOCATION | ||||||||||
| ASHE 13-1020 | 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) | |||
| D. | DRAINAGE FIELD / Bacino di dispersione | |||||||||||
| REPAIR WORKS / Lavori di ristrutturazione | ||||||||||||
| PART ID- EXCAVATIONS AND REMOVALS / Parte ID - Scavi e Rimozioni | ||||||||||||
| 1 | SOIL EXCAVATION FOR DRAINAGE FIELD | |||||||||||
| Scavo di terreno per nuovo bacino di dispersione | IT. No. Art. n. | 1 | Cu.m/Mc | |||||||||
| 2 | LOADING AND TRANSPORTATION OF RESULTING MATERIALS, INCL. DUMP FEE | |||||||||||
| Trasporto a discarica di terreno di risulta, incl. oneri di discarica | IT. No. Art. n. | 2 | Cu.m/Mc | |||||||||
| TOTAL PART ID - Totale Parte ID | ||||||||||||
| PART IID - CIVIL WORK / Parte IID - Lavori Civili | ||||||||||||
| 1 | DRAINAGE FIELD CONSTRUCTION | |||||||||||
| Costruzione bacino di dispersione | IT. No. Art. n. | 1 | LS/AC | |||||||||
| 2 | 120x120 PRECAST CONCRETE ELEMENT FOR DISTRIBUITION MANHOLE | |||||||||||
| Elementi scatolari prefabbricati in calcestruzzo sezione rattangolare dim. 120 x 120 cm per cameretta di distribuzione | IT. No. Art. n. | 2 | EA/NO | |||||||||
| 3 | BACKFILLING AND COMPACTION WITH SELECTED RESULTING MATERIAL OF EXCAVATION FOR OWS AND DW REMOVAL | |||||||||||
| Rinterro e costipazione delle degli scavi per la rimozione dei disoleatori e dei pozzi perdenti con materiali di risulta selezionato | IT. No. Art. n. | 3 | Cu.M/MC | |||||||||
| 4 | BACKFILLING AND COMPACTION WITH SELECTED RESULTING MATERIAL OF DF EXCAVATION | |||||||||||
| Rinterro e costipazione delle degli scavi per la realizzazione del bacino di dispersione con materiali di risulta selezionato | IT. No. Art. n. | 4 | Cu.M/MC | |||||||||
| 5 | RESTORATION OF BITUMINOUS CONCRETE PAVEMENT SURFACES OVER REMOVED OWS AND DW | |||||||||||
| Ripristino superfici in conglomerato bituminoso sulle aree di rimozione dei separatori e dei pozzi perdenti | IT. No. Art. n. | 5 | SM/MQ | |||||||||
| 6 | RESTORATION OF TURF AREAS | |||||||||||
| Ripristino aree a prato | IT. No. Art. n. | 6 | SQ/MQ | |||||||||
| 7 | REPAIR/REROUTE OF EXISTING UTILITIES | |||||||||||
| Ripristino/deviazione utenze esistenti | IT. No. Art. n. | 7 | LS/AC | |||||||||
| TOTAL PART IID - Totale Parte IID | ||||||||||||
| REPAIR WORK SUMMARY Riepilogo Lavori di Ristrutturazione | ||||||||||||
| PART ID - EXCAVATIONS AND REMOVALS | ||||||||||||
| PART IID - CIVIL WORK | ||||||||||||
| TOTAL PRICE / Costo Totale | ||||||||||||
| 16 | ||||||||||||
| 17 | ||||||||||||
| 18 | ||||||||||||
| 19 | ||||||||||||
| 20 | ||||||||||||
| 21 | ||||||||||||
| 25 |
&C&12 &RSheet &P of 12
Summary
| CONSTRUCTION COST ESTIMATE BREAKDOWN | |||||||||||
| CONTRACTOR | ADDRESS | ||||||||||
| CONTRACT FOR (Work to be performed) | PROPOSED TOTAL CONTRACT PRICE | ||||||||||
| UPGRADE STORM WATER RUN-OFF SYSTEM AT NORTH MAINTENANCE FAC. 1010, AREA F, AVIANO AB. ITALY | |||||||||||
| PURCHASE REQUEST NUMBER | PROJECT NUMBER | WORK LOCATION | |||||||||
| ASHE 13-1020 | 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) | ||
| A. | STORM DRAINAGE NETWORK / Rete drenaggio | ||||||||||
| NEW WORKS / Nuova Costruzione | |||||||||||
| PART IA - EXCAVATIONS AND REMOVALS | |||||||||||
| PART IIA - CIVIL WORK | |||||||||||
| SUB TOTAL A. | |||||||||||
| B. | OWS SYSTEM / Impianto Separazione Olii | ||||||||||
| NEW WORKS / Nuova Costruzione | |||||||||||
| PART IB - EXCAVATIONS AND REMOVALS | |||||||||||
| PART IIB - CIVIL WORK | |||||||||||
| SUB TOTAL B. | 0.00 | ||||||||||
| C. | DRAINAGE FIELD / Bacino infiltrazione | ||||||||||
| REPAIR WORKS / Lavori di ristrutturazione | |||||||||||
| PART IC - DEMOLITIONS | |||||||||||
| SUB TOTAL C. | |||||||||||
| D. | DRAINAGE FIELD / Bacino infiltrazione | ||||||||||
| DEMOLITION WORKS / Lavori di demolizione | |||||||||||
| PART ID - EXCAVATIONS AND REMOVALS | |||||||||||
| PART IID - CIVIL WORK | |||||||||||
| SUB TOTAL D. | |||||||||||
| TOTAL PRICE / Costo Totale | |||||||||||
| 10 | |||||||||||
| 11 | |||||||||||
| 12 | |||||||||||
| 16 | |||||||||||
| 17 | |||||||||||
| 18 | |||||||||||
| 19 | |||||||||||
| 20 | |||||||||||
| 21 | |||||||||||
| 25 |
&C&12 &RSheet &P of 12
Summary (2)
| CONSTRUCTION COST ESTIMATE BREAKDOWN | ||||||||||
| CONTRACTOR | ADDRESS | |||||||||
| CONTRACT FOR (Work to be performed) | PROPOSED TOTAL CONTRACT PRICE | |||||||||
| UPGRADE STORM WATER RUN-OFF SYSTEM AT NORTH MAINTENANCE FAC, 1010, AREA F, AVIANO AB. ITALY | ||||||||||
| PURCHASE REQUEST NUMBER | PROJECT NUMBER | WORK LOCATION | ||||||||
| ASHE 13-1020 | 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) | |
| 1 | NEW WORKS / Nuova Costruzione | |||||||||
| SUB TOTAL A - STORM DRAINAGE NETWORK | ||||||||||
| SUB TOTAL B - OWS | ||||||||||
| 2 | DEMOLITION WORKS / Demolizioni | |||||||||
| SUB TOTAL C - DRAINAGE FIELD | ||||||||||
| 3 | REPAIR WORKS / Lavori di ristrutturazione | |||||||||
| SUB TOTAL D - DRAINAGE FIELD | ||||||||||
| TOTAL PRICE / Costo Totale | ||||||||||
| 2 | ||||||||||
| 7 | ||||||||||
| 8 | ||||||||||
| 9 | ||||||||||
| 10 | ||||||||||
| 11 | ||||||||||
| 12 | ||||||||||
| 16 | ||||||||||
| 17 | ||||||||||
| 18 | ||||||||||
| 19 | ||||||||||
| 20 | ||||||||||
| 21 | ||||||||||
| 25 |
&C&12 &RSheet &P of 12
Grand Total
| ASHE 13-1020 - UPGRADE STORM WATER RUN-OFF SYSTEM AT NORTH MAINT. FACILITY 1010, AREA F, AVIANO AB. ITALY | ||||||||
| INSTRUCTIONS FOR COMPLETING THE FORM | ||||||||
| 1. NEW WORKS A+B | 2.DEMOLIT. WORK C | 3.REPAIR WORKS D | TOTAL 1+2+3 (€) | |||||
| TOTAL MATERIAL COSTS | € | € | € | € | ||||
| TOTAL LABOR COSTS | € | € | € | € | ||||
| TOTAL OTHER DIRECT COSTS | € | € | € | € | ||||
| TOTAL DIRECT COSTS | € | € | € | € | ||||
| OVERHEAD | % | € | € | € | € | |||
| SUBTOTAL | € | € | € | € | ||||
| PROFIT | % | € | € | € | € | |||
| TOTAL PRICE | € | € | € | € | ||||
| DATE | FIRM NAME | |||||||
| TITLE | BY | |||||||
| INSTRUCTIONS TO OFFERORS | ||||||||
| 18 | ||||||||
| 19 | ||||||||
| 20 | ||||||||
| 21 | ||||||||
| 25 |
&C&12 &RSheet &P of 12
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:
1. The purpose of this form is to provide a standard format by which the offeror submits to the Government a summary of incurred and estimated costs, (and attached supporting information) suitable for detailed review and analysis. Prior to the award of a contract resulting from this proposal, the offeror shall, under the conditions stated in ASPR 3-807.3, be required to submit a certificate of current cost or pricing data (see ASPR 3-807.3 and 3-807.4).
2. In addition to the specific information required by this form, the offeror is experted, in good faith, to incorporate in and submit with this form any additional data, supporting schedules, or substation which are reasonably required for the conduct of an appropriate review and analysis in the light of the specific facts of this procurement. For effective negotiations, it is essential that there be a clean understanding of:
a. The existing, verifiable data.
b. The judgmental factors applied in projecting from know data to the estimate, and
c. The contingencies used by the offeror in his proposed price.
In short, the offeror's estimating process itself needs to be disclosed.
3. When attachment of supporting cost or pricing data to this form is impracticable, the data will be described (with schedules as appropriate) and made available to the contracting officer or his authorized representative upon request.
4. By submission of this proposal the offeror grants to the contracting officer, or his authorized representative, the right to examine, for the purpose of verifying the cost or pricing data submitted, those books, records, documents and other supporting data which will permit adequate evaluation of such cost or pricing data, along with the computations and projections used therein. This right may be exercised in connection with any negotiations prior to contract award.
1. The purpose of this form is to provide a standard format by which the offeror submits to the Government a summary of incurred and estimated costs, (and attached supporting information) suitable for detailed review and analysis. Prior to the award of a contract resulting from this proposal, the offeror shall, under the conditions stated in ASPR 3-807.3, be required to submit a certificate of current cost or pricing data (see ASPR 3-807.3 and 3-807.4).
2. In addition to the specific information required by this form, the offeror is experted, in good faith, to incorporate in and submit with this form any additional data, supporting schedules, or substation which are reasonably required for the conduct of an appropriate review and analysis in the light of the specific facts of this procurement. For effective negotiations, it is essential that there be a clean understanding of:
a. The existing, verifiable data.
b. The judgmental factors applied in projecting from know data to the estimate, and
c. The contingencies used by the offeror in his proposed price.
In short, the offeror's estimating process itself needs to be disclosed.
3. When attachment of supporting cost or pricing data to this form is impracticable, the data will be described (with schedules as appropriate) and made available to the contracting officer or his authorized representative upon request.
4. By submission of this proposal the offeror grants to the contracting officer, or his authorized representative, the right to examine, for the purpose of verifying the cost or pricing data submitted, those books, records, documents and other supporting data which will permit adequate evaluation of such cost or pricing data, along with the computations and projections used therein. This right may be exercised in connection with any negotiations prior to contract award.
1. The purpose of this form is to provide a standard format by which the offeror submits to the Government a summary of incurred and estimated costs, (and attached supporting information) suitable for detailed review and analysis. Prior to the award of a contract resulting from this proposal, the offeror shall, under the conditions stated in ASPR 3-807.3, be required to submit a certificate of current cost or pricing data (see ASPR 3-807.3 and 3-807.4).
2. In addition to the specific information required by this form, the offeror is experted, in good faith, to incorporate in and submit with this form any additional data, supporting schedules, or substation which are reasonably required for the conduct of an appropriate review and analysis in the light of the specific facts of this procurement. For effective negotiations, it is essential that there be a clean understanding of:
a. The existing, verifiable data.
b. The judgmental factors applied in projecting from know data to the estimate, and
c. The contingencies used by the offeror in his proposed price.
In short, the offeror's estimating process itself needs to be disclosed.
3. When attachment of supporting cost or pricing data to this form is impracticable, the data will be described (with schedules as appropriate) and made available to the contracting officer or his authorized representative upon request.
4. By submission of this proposal the offeror grants to the contracting officer, or his authorized representative, the right to examine, for the purpose of verifying the cost or pricing data submitted, those books, records, documents and other supporting data which will permit adequate evaluation of such cost or pricing data, along with the computations and projections used therein. This right may be exercised in connection with any negotiations prior to contract award.
1. The purpose of this form is to provide a standard format by which the offeror submits to the Government a summary of incurred and estimated costs, (and attached supporting information) suitable for detailed review and analysis. Prior to the award of a contract resulting from this proposal, the offeror shall, under the conditions stated in ASPR 3-807.3, be required to submit a certificate of current cost or pricing data (see ASPR 3-807.3 and 3-807.4).
2. In addition to the specific information required by this form, the offeror is experted, in good faith, to incorporate in and submit with this form any additional data, supporting schedules, or substation which are reasonably required for the conduct of an appropriate review and analysis in the light of the specific facts of this procurement. For effective negotiations, it is essential that there be a clean understanding of:
a. The existing, verifiable data.
b. The judgmental factors applied in projecting from know data to the estimate, and
c. The contingencies used by the offeror in his proposed price.
In short, the offeror's estimating process itself needs to be disclosed.
3. When attachment of supporting cost or pricing data to this form is impracticable, the data will be described (with schedules as appropriate) and made available to the contracting officer or his authorized representative upon request.
4. By submission of this proposal the offeror grants to the contracting officer, or his authorized representative, the right to examine, for the purpose of verifying the cost or pricing data submitted, those books, records, documents and other supporting data which will permit adequate evaluation of such cost or pricing data, along with the computations and projections used therein. This right may be exercised in connection with any negotiations prior to contract award.
1. The purpose of this form is to provide a standard format by which the offeror submits to the Government a summary of incurred and estimated costs, (and attached supporting information) suitable for detailed review and analysis. Prior to the award of a contract resulting from this proposal, the offeror shall, under the conditions stated in ASPR 3-807.3, be required to submit a certificate of current cost or pricing data (see ASPR 3-807.3 and 3-807.4).
2. In addition to the specific information required by this form, the offeror is experted, in good faith, to incorporate in and submit with this form any additional data, supporting schedules, or substation which are reasonably required for the conduct of an appropriate review and analysis in the light of the specific facts of this procurement. For effective negotiations, it is essential that there be a clean understanding of:
a. The existing, verifiable data.
b. The judgmental factors applied in projecting from know data to the estimate, and
c. The contingencies used by the offeror in his proposed price.
In short, the offeror's estimating process itself needs to be disclosed.
3. When attachment of supporting cost or pricing data to this form is impracticable, the data will be described (with schedules as appropriate) and made available to the contracting officer or his authorized representative upon request.
4. By submission of this proposal the offeror grants to the contracting officer, or his authorized representative, the right to examine, for the purpose of verifying the cost or pricing data submitted, those books, records, documents and other supporting data which will permit adequate evaluation of such cost or pricing data, along with the computations and projections used therein. This right may be exercised in connection with any negotiations prior to contract award.
1. The purpose of this form is to provide a standard format by which the offeror submits to the Government a summary of incurred and estimated costs, (and attached supporting information) suitable for detailed review and analysis. Prior to the award of a contract resulting from this proposal, the offeror shall, under the conditions stated in ASPR 3-807.3, be required to submit a certificate of current cost or pricing data (see ASPR 3-807.3 and 3-807.4).
2. In addition to the specific information required by this form, the offeror is experted, in good faith, to incorporate in and submit with this form any additional data, supporting schedules, or substation which are reasonably required for the conduct of an appropriate review and analysis in the light of the specific facts of this procurement. For effective negotiations, it is essential that there be a clean understanding of:
a. The existing, verifiable data.
b. The judgmental factors applied in projecting from know data to the estimate, and
c. The contingencies used by the offeror in his proposed price.
In short, the offeror's estimating process itself needs to be disclosed.
3. When attachment of supporting cost or pricing data to this form is impracticable, the data will be described (with schedules as appropriate) and made available to the contracting officer or his authorized representative upon request.
4. By submission of this proposal the offeror grants to the contracting officer, or his authorized representative, the right to examine, for the purpose of verifying the cost or pricing data submitted, those books, records, documents and other supporting data which will permit adequate evaluation of such cost or pricing data, along with the computations and projections used therein. This right may be exercised in connection with any negotiations prior to contract award.
1. The purpose of this form is to provide a standard format by which the offeror submits to the Government a summary of incurred and estimated costs, (and attached supporting information) suitable for detailed review and analysis. Prior to the award of a contract resulting from this proposal, the offeror shall, under the conditions stated in ASPR 3-807.3, be required to submit a certificate of current cost or pricing data (see ASPR 3-807.3 and 3-807.4).
2. In addition to the specific information required by this form, the offeror is experted, in good faith, to incorporate in and submit with this form any additional data, supporting schedules, or substation which are reasonably required for the conduct of an appropriate review and analysis in the light of the specific facts of this procurement. For effective negotiations, it is essential that there be a clean understanding of:
a. The existing, verifiable data.
b. The judgmental factors applied in projecting from know data to the estimate, and
c. The contingencies used by the offeror in his proposed price.
In short, the offeror's estimating process itself needs to be disclosed.
3. When attachment of supporting cost or pricing data to this form is impracticable, the data will be described (with schedules as appropriate) and made available to the contracting officer or his authorized representative upon request.
4. By submission of this proposal the offeror grants to the contracting officer, or his authorized representative, the right to examine, for the purpose of verifying the cost or pricing data submitted, those books, records, documents and other supporting data which will permit adequate evaluation of such cost or pricing data, along with the computations and projections used therein. This right may be exercised in connection with any negotiations prior to contract award.
1. The purpose of this form is to provide a standard format by which the offeror submits to the Government a summary of incurred and estimated costs, (and attached supporting information) suitable for detailed review and analysis. Prior to the award of a contract resulting from this proposal, the offeror shall, under the conditions stated in ASPR 3-807.3, be required to submit a certificate of current cost or pricing data (see ASPR 3-807.3 and 3-807.4).
2. In addition to the specific information required by this form, the offeror is experted, in good faith, to incorporate in and submit with this form any additional data, supporting schedules, or substation which are reasonably required for the conduct of an appropriate review and analysis in the light of the specific facts of this procurement. For effective negotiations, it is essential that there be a clean understanding of:
a. The existing, verifiable data.
b. The judgmental factors applied in projecting from know data to the estimate, and
c. The contingencies used by the offeror in his proposed price.
In short, the offeror's estimating process itself needs to be disclosed.
3. When attachment of supporting cost or pricing data to this form is impracticable, the data will be described (with schedules as appropriate) and made available to the contracting officer or his authorized representative upon request.
4. By submission of this proposal the offeror grants to the contracting officer, or his authorized representative, the right to examine, for the purpose of verifying the cost or pricing data submitted, those books, records, documents and other supporting data which will permit adequate evaluation of such cost or pricing data, along with the computations and projections used therein. This right may be exercised in connection with any negotiations prior to contract award.
Col 1 Item. Description of materials required, work to be done, special equipment needed, etc. Breakdown should be in sufficient detail to permit itemizing of all direct costs.
Col 2 Unit of Measure. Description of the unit in which each item is to be estimated (examples - square yards-SY, cubic yards-CY, square feet- SF, linear feet-LF, board feet-BF, each-EA,, pound-LB).
Col 3 Quantity. Contractor's estimated of quantity required in terms of unit of measure (column 2). Item and units of measure will be furnished by the Government. Quantity estimates will be furnished by the Government only when it is anticipated that a unit price contract will be issued. Otherwise, the contractor is responsible for determining quantity estimates.
Col 4 and 5 Material Costs. Enter unit cost (Col 4) of material to be supplied and total cost (Col 5) for item listed in column 1.
Col 6, 7 and 8 Labor Costs. Enter in col 6 the estimated number of manhours or mandays needed to perform the work listed in column 1. Enter in col 7 the average rate per manhour (manday) and in col 8 the total labor cost.
Col 9 Other Direct Costs. Enter estimated costs of special equipment and other items (listed in column 1), which are special to the contract and of significant dollar value.
Col 10 Line. Self-explanatory.
Note: In addition to other totals entered on various pages, the grand total of column 10, plus overhead and profit will be shown on the last page as follows:
Col 1 Item. Description of materials required, work to be done, special equipment needed, etc. Breakdown should be in sufficient detail to permit itemizing of all direct costs.
Col 2 Unit of Measure. Description of the unit in which each item is to be estimated (examples - square yards-SY, cubic yards-CY, square feet- SF, linear feet-LF, board feet-BF, each-EA,, pound-LB).
Col 3 Quantity. Contractor's estimated of quantity required in terms of unit of measure (column 2). item and units of measure will be furnished by the Government. Quantity estimates will be furnished by the Government only when it is anticipated that a unit price contract will be issued. Otherwise, the contractor is responsible for determining quantity estimates.
Col 4 and 5 Material Costs. Enter unit cost (Col 4) of material to be supplied and total cost (Col 5) for item listed in column 1.
Col 6, 7 and 8 Labor Costs. Enter in col 6 the estimated number of manhours or mandays needed to perform the work listed in column 1. Enter in col 7 the average rate per manhour (manday) and in col 8 the total labor cost.
Col 9 Other Direct Costs. Enter estimated costs of special equipment and other items (listed in column 1), which are special to the contract and of significant dollar value.
Col 10 Line. Self-explanatory.
Note: In addition to other totals entered on various pages, the grand total of column 10, plus overhead and profit will be shown on the last page as follows:
Col 1 Item. Description of materials required, work to be done, special equipment needed, etc. Breakdown should be in sufficient detail to permit itemizing of all direct costs.
Col 2 Unit of Measure. Description of the unit in which each item is to be estimated (examples - square yards-SY, cubic yards-CY, square feet- SF, linear feet-LF, board feet-BF, each-EA,, pound-LB).
Col 3 Quantity. Contractor's estimated of quantity required in terms of unit of measure (column 2). item and units of measure will be furnished by the Government. Quantity estimates will be furnished by the Government only when it is anticipated that a unit price contract will be issued. Otherwise, the contractor is responsible for determining quantity estimates.
Col 4 and 5 Material Costs. Enter unit cost (Col 4) of material to be supplied and total cost (Col 5) for item listed in column 1.
Col 6, 7 and 8 Labor Costs. Enter in col 6 the estimated number of manhours or mandays needed to perform the work listed in column 1. Enter in col 7 the average rate per manhour (manday) and in col 8 the total labor cost.
Col 9 Other Direct Costs. Enter estimated costs of special equipment and other items (listed in column 1), which are special to the contract and of significant dollar value.
Col 10 Line. Self-explanatory.
Note: In addition to other totals entered on various pages, the grand total of column 10, plus overhead and profit will be shown on the last page as follows:
Col 1 Item. Description of materials required, work to be done, special equipment needed, etc. Breakdown should be in sufficient detail to permit itemizing of all direct costs.
Col 2 Unit of Measure. Description of the unit in which each item is to be estimated (examples - square yards-SY, cubic yards-CY, square feet- SF, linear feet-LF, board feet-BF, each-EA,, pound-LB).
Col 3 Quantity. Contractor's estimated of quantity required in terms of unit of measure (column 2). item and units of measure will be furnished by the Government. Quantity estimates will be furnished by the Government only when it is anticipated that a unit price contract will be issued. Otherwise, the contractor is responsible for determining quantity estimates.
Col 4 and 5 Material Costs. Enter unit cost (Col 4) of material to be supplied and total cost (Col 5) for item listed in column 1.
Col 6, 7 and 8 Labor Costs. Enter in col 6 the estimated number of manhours or mandays needed to perform the work listed in column 1. Enter in col 7 the average rate per manhour (manday) and in col 8 the total labor cost.
Col 9 Other Direct Costs. Enter estimated costs of special equipment and other items (listed in column 1), which are special to the contract and of significant dollar value.
Col 10 Line. Self-explanatory.
Note: In addition to other totals entered on various pages, the grand total of column 10, plus overhead and profit will be shown on the last page as follows:
Col 1 Item. Description of materials required, work to be done, special equipment needed, etc. Breakdown should be in sufficient detail to permit itemizing of all direct costs.
Col 2 Unit of Measure. Description of the unit in which each item is to be estimated (examples - square yards-SY, cubic yards-CY, square feet- SF, linear feet-LF, board feet-BF, each-EA,, pound-LB).
Col 3 Quantity. Contractor's estimated of quantity required in terms of unit of measure (column 2). item and units of measure will be furnished by the Government. Quantity estimates will be furnished by the Government only when it is anticipated that a unit price contract will be issued.
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