ASJD_15-1015_Cnst_Cost_Estimate_Breakdown.xlsx

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ASJD 15-1015 - CONSTRUCT ADDITION TO FIRE DEPARTMENT MAINTENANCE & APPARATUS AT FAC. 113, AREA 1, AVIANO AB
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FA5682-15-R-0012
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Project ASJD 15-1015_Construction Cost Estimate Breakdown

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CONSTRUCTION COST

CONSTRUCTION COST ESTIMATE BREAKDOWN
CONTRACTORADDRESS
CONTRACT FOR (Work to be performed)PROPOSED TOTAL CONTRACT PRICE
CONSTRUCT ADD TO FIRE DEPARTMENT MAINTENANCE & APPARATUS , FAC. 113 - AREA 1
PURCHASE REQUEST NUMBERPROJECT NUMBERWORK LOCATION
ASJD 15-1015AREA 1, AVIANO AIR BASE, ITALY
MATERIAL COSTSLABOR COSTS
LINE NO.ITEMUNIT OF MEASUREQUANTITYUNITTOTALMANHOURS MANDAYSAVERAGE RATETOTALOTHER DIRECT COSTSLINE TOTAL
(1)(2)(3)(4)(5)(6)(7)(8)(9)(10)
PART I - DEMOLITIONS, EXCAVATIONS AND REMOVALS / Parte I - Demolizioni, Scavi e Rimozioni
Ia Architectural Demolition - Ia Demolizioni Architettoniche
1BUILDING #113 DEMOLITION AND REMOVAL
Demolizione e rimozione del fabbricato n.113 esistenteIT. No. Art. n.1LS/AC

Total Architectural Demolition - Totale Demolizioni Architettoniche

Ib Structural Demolition - Ib Demolizioni Strutturali
1DEMOLITION OF BITUMINOUS CONCRETE PAVEMENT FOR NEW BLD FOUNDATION, AVERAGE THICKNESS 50cm
Demolizione di pavimentazione in conglomerato bituminoso per realizzazione fondazioni, spessore di scavo 50cmIT. No. Art. n.2SM/MQ
2EXCAVATION IN ANY KIND OF SOIL
Scavo in terrenoIT. No. Art. n.3CU.M/MC

Total Structural Demolition - Totale Demolizioni Strutturali

Ic Civil Demolition - Ic Demolizioni Civili
1DEMOLITION OF BITUMINOUS CONCRETE PAVEMENT FOR NEW GRASS AREA AND WALKWAY, THICKNESS 50cm
Demolizione di pavimentazione in conglomerato bituminoso per nuova superficie a verde e marciapiede, spessore di scavo 50cmIT. No. Art. n.4SM/MQ
2TRENCH EXCAVATION ON BIT. CONC. PAVEMENT
Scavo in trincea su pavimentazione in cong. BituminosoIT. No. Art. n.5aCU.M/MC
3TRENCH EXCAVATION ON EARTH
Scavo in trincea su pavimentazione in cong. BituminosoIT. No. Art. n.5bCU.M/MC
4DEMOLITION OF CONCRETE WALKWAY
Demolizione di marciapiede in calcestruzzoIT. No. Art. n.6SM/MQ
5BITUMINOUS CONCRETE PAVEMENT SCARIFICATION
Scarifica di pavimentazione in conglomerato BituminosoIT. No. Art. n.7SM/MQ

Total Civil Demolition - Totale Demolizioni Civili

Id Mechanical - Id Meccanico
NOT APPLICABLE

Non Applicabile

Ie Electrical - Ie Elettrico
NOT APPLICABLE

Non Applicabile

TOTAL PART I / Totale Parte I
PART II - ARCHITECTURAL, STRUCTURAL AND CIVIL WORK / Parte II - Lavori Architettonici, Strutturali e Civili
IIa Architectural Work - IIa Lavori Architettonici
130cm THICK GRAVEL MATERIAL SUBBASE
Sottofondo in misto granulare, Sp=30cmIT. No. Art. n.1CU.M/MC
215cm THICK INDUSTRIAL TYPE FLOOR PAVEMENT
Pavimento tipo industriale, spessore 15cmIT. No. Art. n.2SM/MQ
3ROOFING SYSTEM
Pacchetto di coperturaIT. No. Art. n.3SM/MQ
4INTERIOR PLASTER
Intonaco internoIT. No. Art. n.4SM/MQ
5EXTERNAL PREFINISHED THERMAL INSULATION COMPOSITE SYSTEM. Isolamento termico esterno a cappottoIT. No. Art. n.5SM/MQ
6PAINT INTERIOR CEILING
Pitturazione del soffittoIT. No. Art. n.6SM/MQ
7PAINT INTERIOR SURFACES WITH LATEX PAINT
Pitturazione con idropittura lavabile delle superfici interneIT. No. Art. n.7SM/MQ
8PAINT EXTERIOR SURFACES WITH LATEX PAINT
Pitturazione con idropittura lavabile delle superfici esterneIT. No. Art. n.8SM/MQ
9KLINKER TILE LINING
Rivestimento con piastrelle in klinkerIT. No. Art. n.9SM/MQ
1010 CM CERAMIC TILE BASEBOARD
Zoccolino in listelli di ceramica da 10 cmIT. No. Art. n.10LM/ML
11WALL LINING 20 X 20 CM CERAMIC TILES
Piastrelle ceramiche di rivestimento murario da 20 x 20 cm.IT. No. Art. n.11SM/MQ
128/10 MM GALVANIZED STEEL FLASHING
Scossalina in acciaio zincato da 8/10 di mm.IT. No. Art. n.12LM/ML
133CM THICK MARBLE FOR THRESHOLD AND SILLS
Soglia e davanzali in marmo da 3 cmIT. No. Art. n.13SM/MQ
14120x220cm STEEL DOORS, D2 Type
Porta in acciaio 120x220, tipo D2IT. No. Art. n.14EA/NO
15OVERHEAD SECTIONAL DOOR REINSTALLATION
Reinstalzione portoni sezionaliIT. No. Art. n.15EA/NO
16120x180cm ANDZ. ALUM. WINDOW , F1 Type
Finestra in alluminio anodiz., 120x180 cm, tipo F1IT. No. Art. n.16EA/NO
1720x40x820cm INTERIOR UTILITY TRENCH GRATING
Griglie per canalette servizi interne da 20x40x820 cmIT. No. Art. n.17EA/NO
188/10 GLVZ STEEL PREPAINT. DOWNSPOUT W/CAST-IRON BOOTS
Pluviali in acciaio zincato da 8/10 preverniciati con terminali in ghisaIT. No. Art. n.18LM/ML

Total Architectural Work - Totale Lavori Architettonici

IIb Structural Work - IIb Lavori Strutturali
1C16/20 LEAN CONCRETE SUBFOUNDATION
Calcestruzzo C16/20 per sottofondazioneIT. No. Art. n.19CU.M/MC
2C28/35CONCRETE FOR FOUNDATION BOND BEAM
Calcestruzzo classe C28/35 per travi di fondazioneIT. No. Art. n.20aCU.M/MC
3FORMWORKS FOR FOUNDATION BOND BEAM
Casseforme per travi di fondazioneIT. No. Art. n.20bSM/MQ
4B450C STEEL FOR FOUNDATION BEAMS REINFORCEMENT
Acciaio B450c per armatura travi di fondazioneIT. No. Art. n.20cKG
5ROOT RESISTANT BITUMINOUS MEMBRANE
Membrana bituminosa resistente alle radiciIT. No. Art. n.20dSM/MQ
6C28/35 CONCRETE FOR COLUMNS
Calcestruzzo classe C28/35 per pilastriIT. No. Art. n.21aCU.M/MC
7FORMWORKS FOR COLUMNS
Casseforme per pilastriIT. No. Art. n.21bSM/MQ
8B450C STEEL FOR COLUMNS
Acciaio B450c per armatura pilastriIT. No. Art. n.21cKG
9C28/35 CONCRETE FOR ROOF BEAM
Calcestruzzo classe C28/35 per travi coperturaIT. No. Art. n.22aCU.M/MC
10FORMWORKS FOR ROOF BEAM
Casseforme per per travi coperturaIT. No. Art. n.22bSM/MQ
11B450C STEEL FOR ROOF BEAM
Acciaio B450c per armatura per travi coperturaIT. No. Art. n.22cKG
12REINFORCED WALL WITH 30cm THICK LIGHT CONCRETE BLOCK
Muratura armata realizzata con blocchi in calcestruzzo alleggerito (CMU), Sp= 20 cmIT. No. Art. n.23SM/MQ
13SPIROLL TYPE SLAB
Solaio tipo spirollIT. No. Art. n.24SM/MQ
14S275JR STEEL CANOPY
tettoia in acciaio S275JRIT. No. Art. n.25LS/AC
15TESTING OF THE STRUCTURE
Collaudo della strutturaIT. No. Art. n.26LS/AC

Total Structural Work - Totale Lavori Strutturale

IIc Civil Work - IIc Lavori Civili
1200 mm HDPE PIPES FOR DRAINAGE SYSTEM
Tubi PEAD da 200 mm per impianto di drenaggioIT. No. Art. n.27aLM/ML
2110 mm HDPE PIPES FOR DRAINAGE SYSTEM
Tubi PEAD da 110 mm per impianto di drenaggioIT. No. Art. n.27bLM/ML
375 mm HDPE PIPES FOR DRAINAGE SYSTEM
Tubi PEAD da 75 mm per impianto di drenaggioIT. No. Art. n.27cLM/ML
4110 DN HDPE PIPES FOR WATER SYSTEM
Tubi PEAD DN110 per impianto idricoIT. No. Art. n.28aLM/ML
5160 DN HDPE PIPES FOR WATER SYSTEM
Tubi PEAD DN160 per impianto idricoIT. No. Art. n.28bLM/ML
632 DN HDPE GAS PIPES
Tubi gas PEAD DN 32IT. No. Art. n.29LM/ML
7PIPE BEDDING WITH GRAVEL AND SAND MATERIAL
Allettamento tubi con sabbia e ghiaiaIT. No. Art. n.30CU.M/MC
8BACKFILL AND COMPACTION OF TRENCHES
Rinterro e compattazione delle trinceeIT. No. Art. n.31CU.M/MC
93 MM DIAMETER COPPER WIRE
Cavo di rame diametro 3 mmIT. No. Art. n.32LM/ML
10WARNING TAPE
Nastro indicatoreIT. No. Art. n.33LM/ML
1150x50 CM REINF. CONCRETE PIT FOR DRAINAGE SYSTEM INCLUDING D400 COVER Pozzetto di calcestruzzo armato 50x50cm per impianto drenaggio compreso chiusino D400IT. No. Art. n.34aEA/NO
1260x60 CM REINF. CONCRETE VENTED DRAIN TRAP PIT INCLUDING D400 COVER Pozzetto di calcestruzzo armato 60x0cm pozzetto con sifone ventilato incluso chiusino D400IT. No. Art. n.34bEA/NO
13100x100 CM REINF. CONCRETE WATER PIT INCLUDING D400 COVER Pozzetto di calcestruzzo armato 100x100cm per rete idrica incluso chiusino D400IT. No. Art. n.35EA/NO
14PN 16, DN110 BRONZE VALVE Valvola PN 16, DN110 in bronzoIT. No. Art. n.36aEA/NO
15PN 16, DN160 BRONZE VALVE AND CAST-IRON VALVE BOX Valvola PN 16, DN160 in bronzo E box valvola in ghisaIT. No. Art. n.36bEA/NO
16POST INDICATOR VALVE Paletto indicatore e valvolaIT. No. Art. n.37EA/NO
17REINFORCED CONCRETE WALKWAY
Marciapiedi in calcestruzzo armatoIT. No. Art. n.38SM/MQ
18PREFABRICATED CONCRETE ROAD CURBS
Cigli stradali prefabbricati in calcestruzzoIT. No. Art. n.39LM/ML
1930 CM STABILIZED GRANULAR SUBBASE FOR APRON
Strato di sottofondo in granulare stabilizzato da 30 cm per piazzaleIT. No. Art. n.40CU.M/MC
2010 CM BITUMINOUS CONCRETE BASE COURSE Strato di base da 10 cm in conglomerato bituminosoIT. No. Art. n.41SM/MQ
216 CM BITUMINOUS CONCRETE BINDER COURSE Strato di binder da 6 cm in conglomerato bituminosoIT. No. Art. n.42SM/MQ
223 CM THICK BITUMINOUS CONCRETE WEARING COURSE
Conglomerato bituminoso per strato di usura, spessore 3 cmIT. No. Art. n.43SM/MQ
23PAINTING OF 12 CM WIDE MARKING STRIPS Pitturazione di strisce di segnalazione da 12 cm.IT. No. Art. n.44LM/ML
2415CM THICK TOP SOIL
Terreno vegetale, spessore 15cmIT. No. Art. n.45CU.M/MC
25GRASS SEEDING AND FERTILIZE
Semina e fertilizzanteIT. No. Art. n.46SM/MQ
26EXISTING PIT ELEVATION UPGRADING
Modifica della quota di pozzetti esistentiIT. No. Art. n.47LS/AC

Total Civil Work - Totale Lavori civili

TOTAL PART II / Totale Parte II
PART III - MECHANICAL WORK / Parte III - Lavori Meccanici
IIIa HVAC System - IIIa Impianto HVAC
1NEW GAS METANO FEEDING LINE W/ METER AND FITTINGS
Nuova linea gas metano con contatore e accessoriIT. No. Art. n.1LS/AC
2NEW BOILER, CONTROLS AND ACCESSORIES
Nuova caldaia, controlli ed accessoriIT. No. Art. n.2LS/AC
3HEATER UNIT COMPLETE OF VALVES, CONTROLS AND FITTINGS
Aerotermo completo di valvolame, controlli ed accessoriIT. No. Art. n.3EA/NO
4HEATING CONTROL SYSTEM
Sistema di controllo del riscaldamentoIT. No. Art. n.4LS/AC
5HVAC HOT WATER PIPEWORK AND FITTINGS
Circuiti acqua calda impianto HVAC ed accessoriIT. No. Art. n.5LS/AC
6COMPLETE SOURCE CAPTURE EXHAUST EXTRACTION SYSTEM FOR SINGLE VEHICLE AT TIME
Sistema completo di aspirazione alla sorgente gas di scarico per un singolo veicolo alla voltaIT. No. Art. n.6EA/NO
7AIR RENOVATION SYSTEM COMPLETE OF CONTROLS, CONTAMINANT SENSORS AND FITTINGS
Sistema di rinnovo dell'aria completo di controlli, sensori di contaminanti ed accessoriIT. No. Art. n.7LS/AC
8TEST AND BALANCING HVAC AND VENTILATION SYSTEMS
Prove e bilaciamento dei sistemi HVAC e ventilazioneIT. No. Art. n.8LS/AC
Total HVAC System - Totale Impianto HVAC
IIIb Plumbing System - IIIb Impianto Idrico Sanitario
1DOMESTIC COLD AND HOT WATER PIPEWORK INCLUDING VEHICLE REFILLING LINES AND FITTINGS.
Rete di distribuzione acqua calda e fredda potabile incluse le linee di riempimento degli automezzi e gli accessori.IT. No. Art. n.9LS/AC
2PN16 BALL VALVE - DN15
Valvola a sfera PN16 - DN15IT. No. Art. n.10aEA/NO
3PN16 BALL VALVE - DN20
Valvola a sfera PN16 - DN20IT. No. Art. n.10bEA/NO
4PN16 BALL VALVE - DN65
Valvola a sfera PN16 - DN65IT. No. Art. n.10cEA/NO
5PN16 BALL VALVE - DN80
Valvola a sfera PN16 - DN80IT. No. Art. n.10dEA/NO
6PN16 PRESSURE REGULATOR - DN20
Regolatore di pressione PN16 - DN20IT. No. Art. n.11EA/NO
7Y FILTER - DN15
Filtro ad Y - DN15IT. No. Art. n.12aEA/NO
8Y FILTER - DN20
Filtro ad Y - DN20IT. No. Art. n.12bEA/NO
9Y FILTER - DN80
Filtro ad Y - DN80IT. No. Art. n.12cEA/NO
10BACKFLOW PREVENTER - DN15
Disconnettore - DN15IT. No. Art. n.13aEA/NO
11BACKFLOW PREVENTER FIELD TESTABLE - DN20
Disconnettore testabile in campo - DN20IT. No. Art. n.13bEA/NO
12BACKFLOW PREVENTER FIELD TESTABLE - DN80
Disconnettore testabile in campo - DN80IT. No. Art. n.13cEA/NO
13SANITARY FIXTURE W/ HOT & COLD WATER SUPPLY AND DRAIN - INOX SINK
Apparecchio sanitario con acqua calda e fredad e scarico - lavello inoxIT. No. Art. n.14aEA/NO
14SANITARY FIXTURE W/ HOT & COLD WATER SUPPLY AND DRAIN - INOX MOP SINK & MOP HANGING RACK
Apparecchio sanitario con acqua calda e fredad e scarico - lavello scope inox e rastrellieraIT. No. Art. n.14bEA/NO
15SANITARY FIXTURE W/ HOT & COLD WATER SUPPLY AND DRAIN -INOX EYE WASH FOUNTAIN
Apparecchio sanitario con acqua calda e fredad e scarico - lavaocchi inoxIT. No. Art. n.15EA/NO
16ELECTRIC WATER HEATER W/ HOT & COLD WATER SUPPLY - 35 l
Scalda acqua elettrico con connessioni idrauliche - 35 lIT. No. Art. n.16EA/NO
17WATER METER - DN80
Contatore d'acqua - DN80IT. No. Art. n.17aEA/NO
18WATER METER - DN125
Contatore d'acqua - DN125IT. No. Art. n.17bEA/NO
19SEWER, DRAIN AND VENTILATION SYSTEM
Fognatura, scarichi e ventilazioneIT. No. Art. n.18LS/AC
20TEST AND CLEANING PUMBING SYSTEMS
Prove e pulizia impianto idricosanitarioIT. No. Art. n.19LS/AC
Total Plumbing Systemm - Totale Impianto Idrico Sanitario
IIIc Fire Protection System - IIIc Impianto antincendio
1WET PIPE SPRINKLER SYSTEM FROM CONTROL VALVE TO NOZZLES
Impianto sprinkler ad umido dalla stazione di controllo sino agli erogatoriIT. No. Art. n.20LS/AC
2OS&Y GATE VALVE W/ TAMPER SWITCH - DN100.
Valvola di intercettazione OS&Y con interruttore antimanomissione - DN100IT. No. Art. n.21EA/NO
3FIRE DEPARTMENT CONNECTION - FDC DN80 UNI70 DOUBLE.
Gruppo attacco VVF - FDC DN80 UNI70 doppioIT. No. Art. n.22aEA/NO
4Y FILTER - DN100
Filtro ad Y - DN100IT. No. Art. n.23aEA/NO
5BACKFLOW PREVENTER FIELD TESTABLE - DN100
Disconnettore testabile in campo - DN100IT. No. Art. n.24aEA/NO
6HYDRAULIC CALCULATION - SPRINKLER NFPA 13
Calcoli idraulici sprinkler - NFPA 13IT. No. Art. n.25LS/AC
7SPRINKLER SYSTEM TEST AND REPORT
Prove e rapporto delle prove sullo srinklerIT. No. Art. n.26LS/AC
Total Fire Protection System - Totale Impianto antincendio
TOTAL PART III / Totale Parte III
PART IV- ELECTRICAL WORK / Parte VI - Lavori Elettrici
1ELECTRIC LINE
Linea elettricaIT. No. Art. n.1aLM/ML
2PVC CONDUIT
Tubazione in PVCIT. No. Art. n.1bLM/ML
3PRECAST MANHOLE
Pozzetto prefabbricatoIT. No. Art. n.1cEA/NO
4MDP PANEL
Quadro MDPIT. No. Art. n.2EA/NO
5EMERGENCY GENERATOR Generatore di emergenzaIT. No. Art. n.3EA/NO
6INTERLOCKED OUTLET
Presa interbloccataIT. No. Art. n.4aEA/NO
7INTERLOCKED OUTLET
Presa interbloccataIT. No. Art. n.4bEA/NO
8ITALIAN STYLE RECEPTACLE OUTLET
Presa itipo italianoIT. No. Art. n.5aEA/NO
9ITALIAN STYLE RECEPTACLE OUTLET WITH CIRCUIT BREAKER
Presa itipo italiano con interruttoreIT. No. Art. n.5bEA/NO
1016 A OUTLET POINT
Punto presa 16 AIT. No. Art. n.6aEA/NO
1132 A OUTLET POINT
Punto presa 32 AIT. No. Art. n.6bEA/NO
12LIGHTING POINT
Punto luceIT. No. Art. n.7EA/NO
132x36W LIGHTING FIXTURE
Corpo illuminante 2x36WIT. No. Art. n.8EA/NO
14125W LED LIGHTING FIXTURE
Corpo illuminante a LED da 125WIT. No. Art. n.9EA/NO
1594W LED FLOODLIGHT
Proiettore a LED da 94WIT. No. Art. n.10EA/NO
16EMERGENCY LIGHTING FIXTURE
Corpo illuminante emergenzaIT. No. Art. n.11aEA/NO
17EXIT LIGHTING FIXTURE
Indicatore di uscitaIT. No. Art. n.11bEA/NO
18MOTOR WINDOW POINT
Punto alimentazione finestre motorizzateIT. No. Art. n.12aEA/NO
19OVERHEAD SECTIONAL DOOR POINT
Punto alimentazione portoni sezionaliIT. No. Art. n.12bEA/NO
20COMUNICATION OUTLET
Presa per comunicazioniIT. No. Art. n.13EA/NO
21COMMUNICATION OUTLET POINT
Punto presa comunicazioniIT. No. Art. n.14EA/NO
22FIRE ALARM SYSTEM Impianto allarme incendIT. No. Art. n.15LS/AC
23MECHANICAL POINT
Punto alimentazione meccanicoIT. No. Art. n.16EA/NO
24GROUNDING SYSTEM
Impianto di terraIT. No. Art. n.17LS/AC
25ELECTRICAL SYSTEM TESTS Prove Impianto ElettricoIT. No. Art. n.18LS/AC

TOTAL PART V / Totale Parte V

SUMMARY / Riepilogo
PART I - DEMOLITIONS, EXCAVATIONS AND REMOVALS
PART II - ARCHITECTURAL, STRUCTURAL AND CIVIL WORK
PART III - MECHANICAL WORK
PART IV - ELECTRICAL WORK
TOTAL PRICE / Costo Totale

0.00

Sheet &P of &N

Grand Total ASJD 15-1015 - CONSTRUCT ADD TO FIRE DEPARTMENT MAINTENANCE & APPARATUS , FAC. 113 - AREA 1

INSTRUCTIONS FOR COMPLETING THE FORM

TOTAL MATERIAL COSTS €

TOTAL LABOR COSTS €

TOTAL OTHER DIRECT COSTS €

TOTAL DIRECT COSTS €

OVERHEAD % €

SUBTOTAL €

PROFIT % €

TOTAL PRICE €

DATE FIRM NAME

TITLE BY

INSTRUCTIONS TO OFFERORS

Sheet 14 of 14

Col 1 Item. Description of materials required, work to be done, special equipment needed, etc. Breakdown should be in sufficient detail to permit itemizing of all direct costs.

Col 2 Unit of Measure. Description of the unit in which each item is to be estimated (examples - square yards-SY, cubic yards-CY, square feet- SF, linear feet-LF, board feet-BF, each-EA,, pound-LB).

Col 3 Quantity. Contractor's estimated of quantity required in terms of unit of measure (column 2). item and units of measure will be furnished by the Government. Quantity estimates will be furnished by the Government only when it is anticipated that a unit price contract will be issued. Otherwise, the contractor is responsible for determining quantity estimates.

Col 4 and 5 Material Costs. Enter unit cost (Col 4) of material to be supplied and total cost (Col 5) for item listed in column 1.

Col 6, 7 and 8 Labor Costs. Enter in col 6 the estimated number of manhours or mandays needed to perform the work listed in column 1. Enter in col 7 the average rate per manhour (manday) and in col 8 the total labor cost.

Col 9 Other Direct Costs. Enter estimated costs of special equipment and other items (listed in column 1), which are special to the contract and of significant dollar value.

Col 10 Line. Self-explanatory.

Note: In addition to other totals entered on various pages, the grand total of column 10, plus overhead and profit will be shown on the last page as follows:

Col 1 Item. Description of materials required, work to be done, special equipment needed, etc. Breakdown should be in sufficient detail to permit itemizing of all direct costs.

Col 2 Unit of Measure. Description of the unit in which each item is to be estimated (examples - square yards-SY, cubic yards-CY, square feet- SF, linear feet-LF, board feet-BF, each-EA,, pound-LB).

Col 3 Quantity. Contractor's estimated of quantity required in terms of unit of measure (column 2). item and units of measure will be furnished by the Government. Quantity estimates will be furnished by the Government only when it is anticipated that a unit price contract will be issued. Otherwise, the contractor is responsible for determining quantity estimates.

Col 4 and 5 Material Costs. Enter unit cost (Col 4) of material to be supplied and total cost (Col 5) for item listed in column 1.

Col 6, 7 and 8 Labor Costs. Enter in col 6 the estimated number of manhours or mandays needed to perform the work listed in column 1. Enter in col 7 the average rate per manhour (manday) and in col 8 the total labor cost.

Col 9 Other Direct Costs. Enter estimated costs of special equipment and other items (listed in column 1), which are special to the contract and of significant dollar value.

Col 10 Line. Self-explanatory.

Note: In addition to other totals entered on various pages, the grand total of column 10, plus overhead and profit will be shown on the last page as follows:

Col 1 Item. Description of materials required, work to be done, special equipment needed, etc. Breakdown should be in sufficient detail to permit itemizing of all direct costs.

Col 2 Unit of Measure. Description of the unit in which each item is to be estimated (examples - square yards-SY, cubic yards-CY, square feet- SF, linear feet-LF, board feet-BF, each-EA,, pound-LB).

Col 3 Quantity. Contractor's estimated of quantity required in terms of unit of measure (column 2). item and units of measure will be furnished by the Government. Quantity estimates will be furnished by the Government only when it is anticipated that a unit price contract will be issued. Otherwise, the contractor is responsible for determining quantity estimates.

Col 4 and 5 Material Costs. Enter unit cost (Col 4) of material to be supplied and total cost (Col 5) for item listed in column 1.

Col 6, 7 and 8 Labor Costs. Enter in col 6 the estimated number of manhours or mandays needed to perform the work listed in column 1. Enter in col 7 the average rate per manhour (manday) and in col 8 the total labor cost.

Col 9 Other Direct Costs. Enter estimated costs of special equipment and other items (listed in column 1), which are special to the contract and of significant dollar value.

Col 10 Line. Self-explanatory.

Note: In addition to other totals entered on various pages, the grand total of column 10, plus overhead and profit will be shown on the last page as follows:

Col 1 Item. Description of materials required, work to be done, special equipment needed, etc. Breakdown should be in sufficient detail to permit itemizing of all direct costs.

Col 2 Unit of Measure. Description of the unit in which each item is to be estimated (examples - square yards-SY, cubic yards-CY, square feet- SF, linear feet-LF, board feet-BF, each-EA,, pound-LB).

Col 3 Quantity. Contractor's estimated of quantity required in terms of unit of measure (column 2). item and units of measure will be furnished by the Government. Quantity estimates will be furnished by the Government only when it is anticipated that a unit price contract will be issued. Otherwise, the contractor is responsible for determining quantity estimates.

Col 4 and 5 Material Costs. Enter unit cost (Col 4) of material to be supplied and total cost (Col 5) for item listed in column 1.

Col 6, 7 and 8 Labor Costs. Enter in col 6 the estimated number of manhours or mandays needed to perform the work listed in column 1. Enter in col 7 the average rate per manhour (manday) and in col 8 the total labor cost.

Col 9 Other Direct Costs. Enter estimated costs of special equipment and other items (listed in column 1), which are special to the contract and of significant dollar value.

Col 10 Line. Self-explanatory.

Note: In addition to other totals entered on various pages, the grand total of column 10, plus overhead and profit will be shown on the last page as follows:

Col 1 Item. Description of materials required, work to be done, special equipment needed, etc. Breakdown should be in sufficient detail to permit itemizing of all direct costs.

Col 2 Unit of Measure. Description of the unit in which each item is to be estimated (examples - square yards-SY, cubic yards-CY, square feet- SF, linear feet-LF, board feet-BF, each-EA,, pound-LB).

Col 3 Quantity. Contractor's estimated of quantity required in terms of unit of measure (column 2). item and units of measure will be furnished by the Government. Quantity estimates will be furnished by the Government only when it is anticipated that a unit price contract will be issued. Otherwise, the contractor is responsible for determining quantity estimates.

Col 4 and 5 Material Costs. Enter unit cost (Col 4) of material to be supplied and total cost (Col 5) for item listed in column 1.

Col 6, 7 and 8 Labor Costs. Enter in col 6 the estimated number of manhours or mandays needed to perform the work listed in column 1. Enter in col 7 the average rate per manhour (manday) and in col 8 the total labor cost.

Col 9 Other Direct Costs. Enter estimated costs of special equipment and other items (listed in column 1), which are special to the contract and of significant dollar value.

Col 10 Line. Self-explanatory.

Note: In addition to other totals entered on various pages, the grand total of column 10, plus overhead and profit will be shown on the last page as follows:

Col 1 Item. Description of materials required, work to be done, special equipment needed, etc. Breakdown should be in sufficient detail to permit itemizing of all direct costs.

Col 2 Unit of Measure. Description of the unit in which each item is to be estimated (examples - square yards-SY, cubic yards-CY, square feet- SF, linear feet-LF, board feet-BF, each-EA,, pound-LB).

Col 3 Quantity. Contractor's estimated of quantity required in terms of unit of measure (column 2). item and units of measure will be furnished by the Government. Quantity estimates will be furnished by the Government only when it is anticipated that a unit price contract will be issued. Otherwise, the contractor is responsible for determining quantity estimates.

Col 4 and 5 Material Costs. Enter unit cost (Col 4) of material to be supplied and total cost (Col 5) for item listed in column 1.

Col 6, 7 and 8 Labor Costs. Enter in col 6 the estimated number of manhours or mandays needed to perform the work listed in column 1. Enter in col 7 the average rate per manhour (manday) and in col 8 the total labor cost.

Col 9 Other Direct Costs. Enter estimated costs of special equipment and other items (listed in column 1), which are special to the contract and of significant dollar value.

Col 10 Line. Self-explanatory.

Note: In addition to other totals entered on various pages, the grand total of column 10, plus overhead and profit will be shown on the last page as follows:

Col 1 Item. Description of materials required, work to be done, special equipment needed, etc. Breakdown should be in sufficient detail to permit itemizing of all direct costs.

Col 2 Unit of Measure. Description of the unit in which each item is to be estimated (examples - square yards-SY, cubic yards-CY, square feet- SF, linear feet-LF, board feet-BF, each-EA,, pound-LB).

Col 3 Quantity. Contractor's estimated of quantity required in terms of unit of measure (column 2). item and units of measure will be furnished by the Government. Quantity estimates will be furnished by the Government only when it is anticipated that a unit price contract will be issued. Otherwise, the contractor is responsible for determining quantity estimates.

Col 4 and 5 Material Costs. Enter unit cost (Col 4) of material to be supplied and total cost (Col 5) for item listed in column 1.

Col 6, 7 and 8 Labor Costs. Enter in col 6 the estimated number of manhours or mandays needed to perform the work listed in column 1. Enter in col 7 the average rate per manhour (manday) and in col 8 the total labor cost.

Col 9 Other Direct Costs. Enter estimated costs of special equipment and other items (listed in column 1), which are special to the contract and of significant dollar value.

Col 10 Line. Self-explanatory.

Note: In addition to other totals entered on various pages, the grand total of column 10, plus overhead and profit will be shown on the last page as follows:

1. The purpose of this form is to provide a standard format by which the offeror submits to the Government a summary of incurred and estimated costs, (and attached supporting information) suitable for detailed review and analysis. Prior to the award of a contract resulting from this proposal, the offeror shall, under the conditions stated in ASPR 3-807.3, be required to submit a certificate of current cost or pricing data (see ASPR 3-807.3 and 3-807.4).

2. In addition to the specific information required by this form, the offeror is experted, in good faith, to incorporate in and submit with this form any additional data, supporting schedules, or substation which are reasonably required for the conduct of an appropriate review and analysis in the light of the specific facts of this procurement. For effective negotiations, it is essential that there be a clean understanding of:

a. The existing, verifiable data.

b. The judgmental factors applied in projecting from know data to the estimate, and

c. The contingencies used by the offeror in his proposed price.

In short, the offeror's estimating process itself needs to be disclosed.

3. When attachment of supporting cost or pricing data to this form is impracticable, the data will be described (with schedules as appropriate) and made available to the contracting officer or his authorized representative upon request.

4. By submission of this proposal the offeror grants to the contracting officer, or his authorized representative, the right to examine, for the purpose of verifying the cost or pricing data submitted, those books, records, documents and other supporting data which will permit adequate evaluation of such cost or pricing data, along with the computations and projections used therein. This right may be exercised in connection with any negotiations prior to contract award.

1. The purpose of this form is to provide a standard format by which the offeror submits to the Government a summary of incurred and estimated costs, (and attached supporting information) suitable for detailed review and analysis. Prior to the award of a contract resulting from this proposal, the offeror shall, under the conditions stated in ASPR 3-807.3, be required to submit a certificate of current cost or pricing data (see ASPR 3-807.3 and 3-807.4).

2. In addition to the specific information required by this form, the offeror is experted, in good faith, to incorporate in and submit with this form any additional data, supporting schedules, or substation which are reasonably required for the conduct of an appropriate review and analysis in the light of the specific facts of this procurement. For effective negotiations, it is essential that there be a clean understanding of:

a. The existing, verifiable data.

b. The judgmental factors applied in projecting from know data to the estimate, and

c. The contingencies used by the offeror in his proposed price.

In short, the offeror's estimating process itself needs to be disclosed.

3. When attachment of supporting cost or pricing data to this form is impracticable, the data will be described (with schedules as appropriate) and made available to the contracting officer or his authorized representative upon request.

4. By submission of this proposal the offeror grants to the contracting officer, or his authorized representative, the right to examine, for the purpose of verifying the cost or pricing data submitted, those books, records, documents and other supporting data which will permit adequate evaluation of such cost or pricing data, along with the computations and projections used therein. This right may be exercised in connection with any negotiations prior to contract award.

1. The purpose of this form is to provide a standard format by which the offeror submits to the Government a summary of incurred and estimated costs, (and attached supporting information) suitable for detailed review and analysis. Prior to the award of a contract resulting from this proposal, the offeror shall, under the conditions stated in ASPR 3-807.3, be required to submit a certificate of current cost or pricing data (see ASPR 3-807.3 and 3-807.4).

2. In addition to the specific information required by this form, the offeror is experted, in good faith, to incorporate in and submit with this form any additional data, supporting schedules, or substation which are reasonably required for the conduct of an appropriate review and analysis in the light of the specific facts of this procurement. For effective negotiations, it is essential that there be a clean understanding of:

a. The existing, verifiable data.

b. The judgmental factors applied in projecting from know data to the estimate, and

c. The contingencies used by the offeror in his proposed price.

In short, the offeror's estimating process itself needs to be disclosed.

3. When attachment of supporting cost or pricing data to this form is impracticable, the data will be described (with schedules as appropriate) and made available to the contracting officer or his authorized representative upon request.

4. By submission of this proposal the offeror grants to the contracting officer, or his authorized representative, the right to examine, for the purpose of verifying the cost or pricing data submitted, those books, records, documents and other supporting data which will permit adequate evaluation of such cost or pricing data, along with the computations and projections used therein. This right may be exercised in connection with any negotiations prior to contract award.

1. The purpose of this form is to provide a standard format by which the offeror submits to the Government a summary of incurred and estimated costs, (and attached supporting information) suitable for detailed review and analysis. Prior to the award of a contract resulting from this proposal, the offeror shall, under the conditions stated in ASPR 3-807.3, be required to submit a certificate of current cost or pricing data (see ASPR 3-807.3 and 3-807.4).

2. In addition to the specific information required by this form, the offeror is experted, in good faith, to incorporate in and submit with this form any additional data, supporting schedules, or substation which are reasonably required for the conduct of an appropriate review and analysis in the light of the specific facts of this procurement. For effective negotiations, it is essential that there be a clean understanding of:

a. The existing, verifiable data.

b. The judgmental factors applied in projecting from know data to the estimate, and

c. The contingencies used by the offeror in his proposed price.

In short, the offeror's estimating process itself needs to be disclosed.

3. When attachment of supporting cost or pricing data to this form is impracticable, the data will be described (with schedules as appropriate) and made available to the contracting officer or his authorized representative upon request.

4. By submission of this proposal the offeror grants to the contracting officer, or his authorized representative, the right to examine, for the purpose of verifying the cost or pricing data submitted, those books, records, documents and other supporting data which will permit adequate evaluation of such cost or pricing data, along with the computations and projections used therein. This right may be exercised in connection with any negotiations prior to contract award.

1. The purpose of this form is to provide a standard format by which the offeror submits to the Government a summary of incurred and estimated costs, (and attached supporting information) suitable for detailed review and analysis. Prior to the award of a contract resulting from this proposal, the offeror shall, under the conditions stated in ASPR 3-807.3, be required to submit a certificate of current cost or pricing data (see ASPR 3-807.3 and 3-807.4).

2. In addition to the specific information required by this form, the offeror is experted, in good faith, to incorporate in and submit with this form any additional data, supporting schedules, or substation which are reasonably required for the conduct of an appropriate review and analysis in the light of the specific facts of this procurement. For effective negotiations, it is essential that there be a clean understanding of:

a. The existing, verifiable data.

b. The judgmental factors applied in projecting from know data to the estimate, and

c. The contingencies used by the offeror in his proposed price.

In short, the offeror's estimating process itself needs to be disclosed.

3. When attachment of supporting cost or pricing data to this form is impracticable, the data will be described (with schedules as appropriate) and made available to the contracting officer or his authorized representative upon request.

4. By submission of this proposal the offeror grants to the contracting officer, or his authorized representative, the right to examine, for the purpose of verifying the cost or pricing data submitted, those books, records, documents and other supporting data which will permit adequate evaluation of such cost or pricing data, along with the computations and projections used therein. This right may be exercised in connection with any negotiations prior to contract award.

1. The purpose of this form is to provide a standard format by which the offeror submits to the Government a summary of incurred and estimated costs, (and attached supporting information) suitable for detailed review and analysis. Prior to the award of a contract resulting from this proposal, the offeror shall, under the conditions stated in ASPR 3-807.3, be required to submit a certificate of current cost or pricing data (see ASPR 3-807.3 and 3-807.4).

2. In addition to the specific information required by this form, the offeror is experted, in good faith, to incorporate in and submit with this form any additional data, supporting schedules, or substation which are reasonably required for the conduct of an appropriate review and analysis in the light of the specific facts of this procurement. For effective negotiations, it is essential that there be a clean understanding of:

a. The existing, verifiable data.

b. The judgmental factors applied in projecting from know data to the estimate, and

c. The contingencies used by the offeror in his proposed price.

In short, the offeror's estimating process itself needs to be disclosed.

3. When attachment of supporting cost or pricing data to this form is impracticable, the data will be described (with schedules as appropriate) and made available to the contracting officer or his authorized representative upon request.

4. By submission of this proposal the offeror grants to the contracting officer, or his authorized representative, the right to examine, for the purpose of verifying the cost or pricing data submitted, those books, records, documents and other supporting data which will permit adequate evaluation of such cost or pricing data, along with the computations and projections used therein. This right may be exercised in connection with any negotiations prior to contract award.

1. The purpose of this form is to provide a standard format by which the offeror submits to the Government a summary of incurred and estimated costs, (and attached supporting information) suitable for detailed review and analysis. Prior to the award of a contract resulting from this proposal, the offeror shall, under the conditions stated in ASPR 3-807.3, be required to submit a certificate of current cost or pricing data (see ASPR 3-807.3 and 3-807.4).

2. In addition to the specific information required by this form, the offeror is experted, in good faith, to incorporate in and submit with this form any additional data, supporting schedules, or substation which are reasonably required for the conduct of an appropriate review and analysis in the light of the specific facts of this procurement. For effective negotiations, it is essential that there be a clean understanding of:

a. The existing, verifiable data.

b. The judgmental factors applied in projecting from know data to the estimate, and

c. The contingencies used by the offeror in his proposed price.

In short, the offeror's estimating process itself needs to be disclosed.

3. When attachment of supporting cost or pricing data to this form is impracticable, the data will be described (with schedules as appropriate) and made available to the contracting officer or his authorized representative upon request.

4. By submission of this proposal the offeror grants to the contracting officer, or his authorized representative, the right to examine, for the purpose of verifying the cost or pricing data submitted, those books, records, documents and other supporting data which will permit adequate evaluation of such cost or pricing data, along with the computations and projections used therein. This right may be exercised in connection with any negotiations prior to contract award.

1. The purpose of this form is to provide a standard format by which the offeror submits to the Government a summary of incurred and estimated costs, (and attached supporting information) suitable for detailed review and analysis. Prior to the award of a contract resulting from this proposal, the offeror shall, under the conditions stated in ASPR 3-807.3, be required to submit a certificate of current cost or pricing data (see ASPR 3-807.3 and 3-807.4).

2. In addition to the specific information required by this form, the offeror is experted, in good faith, to incorporate in and submit with this form any additional data, supporting schedules, or substation which are reasonably required for the conduct of an appropriate review and analysis in the light of the specific facts of this procurement. For effective negotiations, it is essential that there be a clean understanding of:

a. The existing, verifiable data.

b. The judgmental factors applied in projecting from know data to the estimate, and

c. The contingencies used by the offeror in his proposed price.

In short, the offeror's estimating process itself needs to be disclosed.

3. When attachment of supporting cost or pricing data to this form is impracticable, the data will be described (with schedules as appropriate) and made available to the contracting officer or his authorized representative upon request.

4. By submission of this proposal the offeror grants to the contracting officer, or his authorized representative, the right to examine, for the purpose of verifying the cost or pricing data submitted, those books, records, documents and other supporting data which will permit adequate evaluation of such cost or pricing data, along with the computations and projections used therein. This right may be exercised in connection with any negotiations prior to contract award.

Col 1 Item. Description of materials required, work to be done, special equipment needed, etc. Breakdown should be in sufficient detail to permit itemizing of all direct costs.

Col 2 Unit of Measure. Description of the unit in which each item is to be estimated (examples - square yards-SY, cubic yards-CY, square feet- SF, linear feet-LF, board feet-BF, each-EA,, pound-LB).

Col 3 Quantity. Contractor's estimated of quantity required in terms of unit of measure (column 2). Item and units of measure will be furnished by the Government. Quantity estimates will be furnished by the Government only when it is anticipated that a unit price contract will be issued. Otherwise, the contractor is responsible for determining quantity estimates.

Col 4 and 5 Material Costs. Enter unit cost (Col 4) of material to be supplied and total cost (Col 5) for item listed in column 1.

Col 6, 7 and 8 Labor Costs. Enter in col 6 the estimated number of manhours or mandays needed to perform the work listed in column 1. Enter in col 7 the average rate per manhour (manday) and in col 8 the total labor cost.

Col 9 Other Direct Costs. Enter estimated costs of special equipment and other items (listed in column 1), which are special to the contract and of significant dollar value.

Col 10 Line. Self-explanatory.

Note: In addition to other totals entered on various pages, the grand total of column 10, plus overhead and profit will be shown on the last page as follows:

Col 1 Item. Description of materials required, work to be done, special equipment needed, etc. Breakdown should be in sufficient detail to permit itemizing of all direct costs.

Col 2 Unit of Measure. Description of the unit in which each item is to be estimated (examples - square yards-SY, cubic yards-CY, square feet- SF, linear feet-LF, board feet-BF, each-EA,, pound-LB).

Col 3 Quantity. Contractor's estimated of quantity required in terms of unit of measure (column 2). item and units of measure will be furnished by the Government. Quantity estimates will be furnished by the Government only when it is anticipated that a unit price contract will be issued. Otherwise, the contractor is responsible for determining quantity estimates.

Col 4 and 5 Material Costs. Enter unit cost (Col 4) of material to be supplied and total cost (Col 5) for item listed in column 1.

Col 6, 7 and 8 Labor Costs. Enter in col 6 the estimated number of manhours or mandays needed to perform the work listed in column 1. Enter in col 7 the average rate per manhour (manday) and in col 8 the total labor cost.

Col 9 Other Direct Costs. Enter estimated costs of special equipment and other items (listed in column 1), which are special to the contract and of significant dollar value.

Col 10 Line. Self-explanatory.

Note: In addition to other totals entered on various pages, the grand total of column 10, plus overhead and profit will be shown on the last page as follows:

Col 1 Item. Description of materials required, work to be done, special equipment needed, etc. Breakdown should be in sufficient detail to permit itemizing of all direct costs.

Col 2 Unit of Measure. Description of the unit in which each item is to be estimated (examples - square yards-SY, cubic yards-CY, square feet- SF, linear feet-LF, board feet-BF, each-EA,, pound-LB).

Col 3 Quantity. Contractor's estimated of quantity required in terms of unit of measure (column 2). item and units of measure will be furnished by the Government. Quantity estimates will be furnished by the Government only when it is anticipated that a unit price contract will be issued. Otherwise, the contractor is responsible for determining quantity estimates.

Col 4 and 5 Material Costs. Enter unit cost (Col 4) of material to be supplied and total cost (Col 5) for item listed in column 1.

Col 6, 7 and 8 Labor Costs. Enter in col 6 the estimated number of manhours or mandays needed to perform the work listed in column 1. Enter in col 7 the average rate per manhour (manday) and in col 8 the total labor cost.

Col 9 Other Direct Costs. Enter estimated costs of special equipment and other items (listed in column 1), which are special to the contract and of significant dollar value.

Col 10 Line. Self-explanatory.

Note: In addition to other totals entered on various pages, the grand total of column 10, plus overhead and profit will be shown on the last page as follows:

Col 1 Item. Description of materials required, work to be done, special equipment needed, etc. Breakdown should be in sufficient detail to permit itemizing of all direct costs.

Col 2 Unit of Measure. Description of the unit in which each item is to be estimated (examples - square yards-SY, cubic yards-CY, square feet- SF, linear feet-LF, board feet-BF, each-EA,, pound-LB).

Col 3 Quantity. Contractor's estimated of quantity required in terms of unit of measure (column 2). item and units of measure will be furnished by the Government. Quantity estimates will be furnished by the Government only when it is anticipated that a unit price contract will be issued. Otherwise, the contractor is responsible for determining quantity estimates.

Col 4 and 5 Material Costs. Enter unit cost (Col 4) of material to be supplied and total cost (Col 5) for item listed in column 1.

Col 6, 7 and 8 Labor Costs. Enter in col 6 the estimated number of manhours or mandays needed to perform the work listed in column 1. Enter in col 7 the average rate per manhour (manday) and in col 8 the total labor cost.

Col 9 Other Direct Costs. Enter estimated costs of special equipment and other items (listed in column 1), which are special to the contract and of significant dollar value.

Col 10 Line. Self-explanatory.

Note: In addition to other totals entered on various pages, the grand total of column 10, plus overhead and profit will be shown on the last page as follows:

Col 1 Item. Description of materials required, work to be done, special equipment needed, etc. Breakdown should be in sufficient detail to permit itemizing of all direct costs.

Col 2 Unit of Measure. Description of the unit in which each item is to be estimated (examples - square yards-SY, cubic yards-CY, square feet- SF, linear feet-LF, board feet-BF, each-EA,, pound-LB).

Col 3 Quantity. Contractor's estimated of quantity required in terms of unit of measure (column 2). item and units of measure will be furnished by the Government. Quantity estimates will be furnished by the Government only when it is anticipated that a unit price contract will be issued. Otherwise, the contractor is responsible for determining quantity estimates.

Col 4 and 5 Material Costs. Enter unit cost (Col 4) of material to be supplied and total cost (Col 5) for item listed in column 1.

Col 6, 7 and 8 Labor Costs. Enter in col 6 the estimated number of manhours or mandays needed to perform the work listed in column 1. Enter in col 7 the average rate per manhour (manday) and in col 8 the total labor cost.

Col 9 Other Direct Costs. Enter estimated costs of special equipment and other items (listed in column 1), which are special to the contract and of significant dollar value.

Col 10 Line. Self-explanatory.

Note: In addition to other totals entered on various pages, the grand total of column 10, plus overhead and profit will be shown on the last page as follows:

Col 1 Item. Description of materials required, work to be done, special equipment needed, etc. Breakdown should be in sufficient detail to permit itemizing of all direct costs.

Col 2 Unit of Measure. Description of the unit in which each item is to be estimated (examples - square yards-SY, cubic yards-CY, square feet- SF, linear feet-LF, board feet-BF, each-EA,, pound-LB).

Col 3 Quantity. Contractor's estimated of quantity required in terms of unit of measure (column 2). item and units of measure will be furnished by the Government. Quantity estimates will be furnished by the Government only when it is anticipated that a unit price contract will be issued. Otherwise, the contractor is responsible for determining quantity estimates.

Col 4 and 5 Material Costs. Enter unit cost (Col 4) of material to be supplied and total cost (Col 5) for item listed in column 1.

Col 6, 7 and 8 Labor Costs. Enter in col 6 the estimated number of manhours or mandays needed to perform the work listed in column 1. Enter in col 7 the average rate per manhour (manday) and in col 8 the total labor cost.

Col 9 Other Direct Costs. Enter estimated costs of special equipment and other items (listed in column 1), which are special to the contract and of significant dollar value.

Col 10 Line. Self-explanatory.

Note: In addition to other totals entered on various pages, the grand total of column 10, plus overhead and profit will be shown on the last page as follows:

Col 1 Item. Description of materials required, work to be done, special equipment needed, etc. Breakdown should be in sufficient detail to permit itemizing of all direct costs.

Col 2 Unit of Measure. Description of the unit in which each item is to…

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