ASHE 20-1016 CCEB.xlsx
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- Solicitation number
- FA568221R0003
About this file
This document is a pre-solicitation notice for project ASHE 20-1016 to install a water treatment system at Aviano Air Base in Italy. The government will issue solicitation FA568221R0003 in December 2020 for a lump sum project between $250,000 to $500,000 in magnitude. Interested vendors must have an active SOA certification for category OG01. The scope of work includes demolishing existing infrastructure and installing new water treatment equipment, pipelines, electrical systems, and related site work. A site visit will be scheduled upon solicitation release. Proposals are due based on the standard form 1442 in the solicitation. Offerors must have active SAM registration at time of proposal submission and award. Work will be performed according to Italian law DLgs. 81/2008.
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| File | Type | Posted |
|---|---|---|
| ASHE 20-1016 DWGS.pdf | ||
| ASHE 20-1016 TECH_SPECS.pdf | ||
| ASHE 20-1016 PSC REV.1.pdf | ||
| ASHE 20-1016 - Attachment 1 - PSC Rev 01.pdf |
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ASHE 20-1016
| CONSTRUCTION COST ESTIMATE BREAKDOWN | |
| CONTRACTOR | ADDRESS |
| CONTRACT FOR (Work to be performed) | PROPOSED TOTAL CONTRACT PRICE | |||||||||
| INSTALL WATER TREATMENT SYS FOR HMU FAC. 933 | ||||||||||
| PURCHASE REQUEST NUMBER | PROJECT NUMBER | WORK LOCATION | ||||||||
| ASHE 20-1016 | 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. | NEW WORKS / Lavori di Nuova Costruzione | ||
| PART I - DEMOLITIONS, EXCAVATIONS AND REMOVALS / Parte I - Demolizioni, Scavi e Rimozioni | |||
| Ia Demolitions, Excavations and Removals - Demolizioni, Scavi e rimozioni | |||
| 1 | GEORADAR SURVEY FOR UNDERGROUND UTILITIES IDENTIFICATION | ||
| Indagine Georadar per individuazione dei sottoservizi | IT. No. Art. n. | 1 | SM/MQ |
| 2 | DEMOLITION OF EXISTING SLABS, WITH THE CUTTING OF EXISTING PAVEMENT WITH MACHINES CLOSE TO THE JOINTS (ELECTRIC OR DIESEL ENGINES), FOR CEMENT CONGLOMERATE ALSO REINFORCED FOR THE CREATION OF JOINTS, CUTS, CHANNELS, DUCT BANK CONDUITS, CONTROLLED DEMOLITION: CUTTING DEPTH: 300÷400mm | ||
| Taglio di superfici piane con macchine taglia giunti con motore elettrico o diesel per pavimentazioni in conglomerato cementizio anche armato per la creazione di giunti, tagli, canalette, cavidotti e demolizioni controllate: profondità di taglio: 300÷400mm | IT. No. Art. n. | 2 | SM/MQ |
| 3 | EXCAVATIONS WITH REUSE OF EXCAVATED SOIL, THE REMOVAL OF THE MATERIAL DEEMED UNSUITABLE. | ||
| ScavI di sbancamento con rimpiego del materiale di risulta o l'allontanamento del materiel ritenuto non idoneo. | IT. No. Art. n. | 3a | CM/MC |
| 4 | FOUNDATION EXCAVATIONS (TRENCH) WITH REUSE OF EXCAVATED SOIL, WITH THE REMOVAL OF THE MATERIAL DEEMED UNSUITABLE. | ||
| Scavo di fondazione a sezione obbligata con rimpiego del materiale di risulta o l'allontanamento del materiel ritenuto non idoneo. | IT. No. Art. n. | 3b | CM/MC |
| 5 | TRANSPORTATION AND DISPOSAL (AUTHORIZED LANDFILL) OF EXCEEDING EXCAVATED SOIL | ||
| Trasporto e conferimento a discarica autorizzata di materiale di scavo in eccesso | IT. No. Art. n. | 3c | CM/MC |
| 6 | DEMOLITION OF EXISTING ASPHALT PAVERS ON ROADS (Th.20cm). LOADING AND TRANSPORTATION OF RESULTING MATERIALS TO AUTHORIZED PUBLIC DUMP AREA. REMOVE EVENTUALLY SIGNS (ON ROAD AND VERTICAL IF NECESSARY) | ||
| Demolizione di pavimentazione in asfalto (sp. indicativo 20cm) esistente su tratto di strada. Carico e trasporto presso discarica autorizzata del materiale. RImuovere eventuali segnali stradali orizzontali e verticali se necessario. | IT. No. Art. n. | 4 | SM/MQ |
| 7 | DEMOLITION OF EXISTING REINFORCED CONCRETE WALKWAYS. LOADING AND TRANSPORTATION OF RESULTING MATERIALS TO AUTHORIZED PUBLIC DUMP AREA. | ||
| Demolizione di marciapiede in calcestruzzo esistente. Carico e trasporto presso discarica autorizzata del materiale. | IT. No. Art. n. | 5 | SM/MQ |
| Total Demolitions, Excavations and Removals - Totale Demolizioni, Scavi e rimozioni |
TOTAL PART I / Totale Parte I
| PART II - CIVIL / Parte II - Civil | |||
| IIa Civil - IIa Civile | |||
| 8 | SUPPLY AND INSTALLATION OF PRECAST OIL WATER SEPARATOR ~6000MQ (120 L/S IN - 33 L/S OUT), CONCRETE RCK>55 MPa, AS PER REG. EU 305/11 CE MARKED UNI EN 858-1, MADE OF A SEDIMENTATION TANK 300X200X200h CM, AND A OIL SEPARATOR TANK 300X200X200h, WITH PRECAST CONCRETE COVERS Th.25CM, HDPE PIPING, BREAKWATER, LAMINATION FLANGE, #2 CAST IRON D400 COVERS WITH THE LABEL MARKED "OIL SEPARATOR - SEPARATORE", FOR SEISMIC ZONE CAT. 1 SOIL TYPE D, AS PER DM 14.0.18. | ||
| Fornitura e posa in opera di impianto di disoleazione ~6000MQ (120L/s entrata, 33 L/s in uscita al disoleatore), conforme alla dir. 89/106 marchiato CE secondo la norma UNI EN 858-1, composto da una vasca di dissabbiatura mis. int. 300x200x200h e una vasca di disoleazione mis.int. 300x200x200h, complete di coperchi in cls, frangiflusso, flangia di laminazione, tubazioni interne in HDPE, guarnizioni e chiusini in ghisa D400 con dicitura "OIL SEPARATOR - SEPARATORE". Manufatto prodotto secondo il DM del 14.01.18 per zona sismica cat. 1, suolo tipo D. | IT. No. Art. n. | 6a | LS/AC |
| 9 | SUPPLY AND INSTALLATION OF OIL ABSORBENT PILLOW INSIDE THE SEDIMENTATION TANK AND COALESCENCE FILTERS | ||
| Fornitura e posa in opera di cuscini oleoassorbenti idrorepellenti e filtro a coalescenza | IT. No. Art. n. | 6b | LS/AC |
| 10 | LEAN CONCRETE FOR OIL SEPARATOR | ||
| Magrone per disoleatore | IT. No. Art. n. | 6c | CM/MC |
| 11 | SUPPLY AND INSTALLATION OF PRECAST SEDIMENTATION TANK RCK>60 MPa, AS PER REG. EU 305/11 CE MARKED UNI EN 858-1, DIAM. 230x125h CM, WITH PRECAST COVER Th.20 CM, FOR SEISMIC ZONE CAT. 1 SOIL TYPE D, AS PER DM 14.0.18. | ||
| Vasca di dissabbiatura e disoleazione monolitica in cemento prefabbricato RCK>60 MPa, conforme al Reg. EU 305/11, marcato CE secondo la UNI EN 858-1, Diam. 230x125h cm, con coperchio in cemento sp.20 cm, manufatto prodotto secondo il DM del 14.01.18 per zona sismica cat. 1, suolo tipo D. | IT. No. Art. n. | 7a | LS/AC |
| 12 | SUPPLY AND INSTALLATION OF OIL ABSORBENT PILLOW INSIDE THE SEDIMENTATION TANK | ||
| Fornitura e posa in opera di cuscini oleoassorbenti idrorepellenti | IT. No. Art. n. | 7b | LS/AC |
| 13 | LEAN CONCRETE FOR SEDIMENTATION TANK | ||
| Magrone per vasca di dissabbiatura | IT. No. Art. n. | 7c | CM/MC |
| 14 | DOUBLE WALL CORRUGATED PIPE DN63 WITH SIGNAL TAPE . | ||
| Tubo corrugato doppia parete DN63 con nastro di segnalazione | IT. No. Art. n. | 6d, 7e | LM/ML |
| 15 | DOUBLE WALL CORRUGATED PIPE DN90 WITH SIGNAL TAPE. | ||
| Tubo corrugato doppia parete DN90 con nastro di segnalazione | IT. No. Art. n. | 7d | LM/ML |
| 16 | SUPPLY AND INSTALLATION OF STAINLESS STEEL GATE SAFETY VALVE AND ELECTRICAL EQUIPMENT FOR OIL DETECTION AS PER UNI EN 858-1. | ||
| Fornitura e posa in opera di valvola di chiusura di sicurezza in acciaio inox e apparecchiatura elettronica di rilevamento oli secondo EN 858-1. | IT. No. Art. n. | 8 | LS/AC |
| 17 | SUPPLY AND INSTALLATION QUARTZITE TANK FILTER BFQ/M/3 | ||
| Fornitura e posa in opera di colonna di filtrazione a quarzite BFQ/M/3 | IT. No. Art. n. | 9 | EA/NO |
| 18 | SUPPLY AND INSTALLATION ACTIVE CARBON TANK BFCA/M/4 | ||
| Fornitura e posa in opera di colonna a carbone attivo BFCA/M/4 | IT. No. Art. n. | 10 | EA/NO |
| 19 | NEW MAIN UNDERGROUND WATER LINE SDR11 PE100 PN16 DN32 WITH SIGNAL TAPE. INCLUDING MANHOLES AND CLAMP SADDLE WITH VALVE DN32 | ||
| Nuova tubazione aqcua interrata SDR11 PE100 PN16 con nastro di segnalazione, incluso pozzetto e presa a staffa con valvola DN32 | IT. No. Art. n. | 11 | LS/AC |
| 20 | SUBMERSIBLE PUMP, INCLUDING ELECTRICAL PANEL, ELECTRICAL POWER LINE, WIRES AND CONDUITS. | ||
| Pompa sommergibile incluso quadro elettrico, alimentazione elettrica, cavidoti e cablaggi. | IT. No. Art. n. | 12 | EA/NO |
| 21 | BACKWASH WATER SUPPLY DN32/DN25, INCLUDING: No.2 VALVES, PRESSURE REDUCER, CHECK VALVE, WATER METER, HOSE BIBB, INSULATED MANIFOLD, INSULATED PIPES, TRANSITION/DIELECTRIC JOINTS PE-FE, FLOW-SWITCH. | ||
| Alimentazione idrica controlavaggio DN32/DN25, comprensiva di: n°2 valvole, ridutotre di pressione, valvola di ritegno, contatore acqua, rubinetto, collettore e tubazioni isolate, giunto dielettrico e di trasformazione PE-FE, flussostato. | IT. No. Art. n. | LS/AC | |
| 22 | RILSAN PIPE FOR COMPRESSED AIR LINES ∅6mm, INCLUDING MANHOLE, COVER AND CORRUGATED PIPE | ||
| Tubo in Rislan ∅6mm per aria compressa, incluso pozzetto, chiusino e tubo corrugato. | IT. No. Art. n. | 24 | LS/AC |
| 23 | REMOVABLE FILTER BASKET (INDICATIVE DIMENSIONS 85x85x85)cm WITH STAINLESS STEEL FRAME AND PREFORATED PANELS (HOLES ∅3mm), TH. 2mm , WITH LIFTING HOOKS TO BE INSERTED IN THE MAHNOLE (SEE DRAWINGS). | ||
| Cestello removibile (dimensioni indicative 85x85x85)cm (indicative) in lamiera microforata e telaio in acciaio inox, spessore 2mm, fori ∅3mm, comprensivo di ganci di sollevamento | IT. No. Art. n. | 25 | LS/AC |
| 24 | SUPPLY AND INSTALLATION OF INSULATED EQUIPMENT BOX ASSEMBLED ON SITE, WITH INTERNAL MEASURES 400x160xH.230CM, REALIZED IN GALVANIZED STEEL TUBULAR STRUCTURE, COVERED WITH A PRE-PAINTED METAL SHEET SANDWICH PANEL Th.40MM, IN EACH SIDE AND ON THE TOP, EQUIPPED WITH A FRONT ACCESS DOOR. FINISHES IN GALVANIZED PRESS-FOLDED SHEET. (INCLUDING ASSEMBLY) | ||
| Fornitura e posa in opera di box coibentato da assemblare in cantiere con dimensioni interne 400x160xH.230cm realizzato con struttura portante in tubolari d'acciaio zincato, rivestito con pannello tipo sandwich in lamiera preverniciata Sp.40mm, sia lateralmente che sulla sommitò, dotato di porta d'accesso frontale a 2 ante di misura 200x250cm. Le finiture saranno realizzate con lamiera zincata presso piegata. (compreso di assemblaggio) | IT. No. Art. n. | 26 | EA/NO |
| 25 | SUPPLY AND INSTALLATION OF MANHOLES IN PRE-CAST CONCRETE, WITH COVER, INCLUDING LEAN CONCRETE AND ACCESSORIES. - DIMENSIONS: 150x150x150CM Th.14CM WITH COVER SP.20CM FP60x60MM + CAST IRON COVER GSD400 60x60CM TEL.70X70CM |
Fornitura e posa in opera di pozzetti prefabbricati in cemento, comprensivo di chiusino, magrone di sottofondo ed accessori
| - Dimensioni: 150x150x150cm sp.14CM, con chiusino in cls sp.20cm, fp60x60 + chiusino in ghisa GS D400 60X60cm tel. 70x70cm | IT. No. Art. n. | 27 | LS/AC |
| 26 | SUPPLY AND INSTALLATION OF MANHOLES IN PRE-CAST CONCRETE, WITH CAST IRON GS D400 COVER, INCLUDING LEAN CONCRETE AND ACCESSORIES - DIM.60x60x60 + EXTENSIONS ETC. | ||
| Fornitura e posa in opera di pozzetti prefabbricati in cemento, comprensivo di chiusino in ghisa GS D400, magrone di sottofondo ed accessori quali prolunghe ecc. | IT. No. Art. n. | 28 | LS/AC |
| 27 | SUPPLY AND INSTALLATION OF SLOT CHANNEL IN REINFORCED CONCRETE, LOAD CLASS F900, ACCORDING TO DIN EN 1433 STANDARD, RESISTANCE CLASS c40/50 AS PER DIN EN 206-1/DIN 1045-2, EXPOSURE CLASS OF THE CONCRETE xf4 AS PER DIN 1045-2, RESISTANT TO FREEZING AND THAWING ACCORDING TO DIN EN 1433, WITH WATERTIGHT CONNECTION OF THE ELEMENTS WITH RUBBER SEALS INCORPORATED IN THE FEMALE SEAM OF THE ELEMENTS. |
CHANNEL TYPE: LENGHT OF ELEMENTS 4000mm, SECTION 600x800mm OR SIMILAR.
Fornitura e posa in opera di canale autoportante a fessure prodotta in calcestruzzo armato con classe di carico F900 secondo le norme DIN EN 1433, classe di resistenza c 40/50 secondo le norme DIN EN 206-1/DIN 1045-2, classe di esposizione calcestruzzo xf4 secondo le norme DIN 1045-2, resistente al gelo e disgelo secondo le norme DIN EN 1433, collegamento a tenuta idraulica degli elementi con guarnizioni in gomma incorporate nella giuntura femmina degli elementi.
| Tipo canale: lunghezza degli elementi 4000mm, sezione 600x800mm o similare | IT. No. Art. n. | 29a | EA/NO | ||
| 28 | LEAN CONCRETE C15/20 FOR SLOT CHANNELS | ||||
| Magrone per canalette C15/20 | IT. No. Art. n. | 29b | CM/MC | ||
| 29 | (15x35 TOT. DIM.) ADHESIVE NEOPRENE STRIPES | IT. No. Art. n. | 29c | LM/ML | |
| 30 | NEW REINFORCED CONCRETE PAVEMENT WITH JOINTS, EVENTUAL RESTORATION OF THE BAR DOWELS, NEW BAR DOWELS WHERE NEEDED, Th.~30CM FOR APRON AREA. | ||||
| Nuova pavimentazione in calcestruzzo armato, comprensiva di eventuale riposizionamento dei barrotti, eventualmente nuovi barrotti dove necessario, formazione giunti di dilatazione, Sp. ~30cm). | IT. No. Art. n. | 30 | CM/MC | ||
| 31 | SUPPLY AND INSTALLATION OF MANHOLE IN PRE-CAST CONCRETE 80x80, WITH CAST IRON GS D400 COVER, INCLUDING LEAN CONCRETE, WITH PNEUMATIC MOTORIZED FLOW DIVERTER VALVE | ||||
| Fornitura e posa in opera di pozzetti prefabbricati in cemento 80x80, comprensivo di chiusino in ghisa GS D400, magrone di sottofondo ed accessori, compresa valvola deviatrice di flusso motorizzata pneumatica | IT. No. Art. n. | 31a,c,d,e | LS/AC | ||
| 32 | SUPPLY AND INSTALLATION OF MANHOLE IN PRE-CAST CONCRETE 80x80, WITH CAST IRON GS D400 COVER, INCLUDING LEAN CONCRETE, WITH MANUAL GUILLOTINE VALVE WITH EXTENSION SPINDLE AND "T" HANDLE. | ||||
| Fornitura e posa in opera di pozzetto prefabbricato in cemento 80x80, comprensivo di chiusino in ghisa GS D400, magrone di sottofondo ed accessori, compresa valvola manuale a ghigliottina con asta prolungata e impugnatura a "T". | IT. No. Art. n. | 31b,c,d,e | LS/AC | ||
| 33 | SUPPLY AND INSTALLATION OF HIGH DENSITY POLYETHYLENE PIPING, SN4 CLASS, AS PER UNI EN 13476 TYPE B, WITH PEAD JOINT, EPDM GASKETS, (PREPARE A SAND BED INCLUDED). |
VAR. DIAM. 110 TO 500MM, AS PER DRAWINGS
Fornitura e posa in opera di tubo strutturato in polietilene ad alta densità, Classe SN4, secondo UNI EN 13476 tipo B, giuntate mediante manicotto in PEAD e guarnizione in EPDM; completo di letto di sabbia
| Diametro var.110 a 500mm, come da elaborati grafici. | IT. No. Art. n. | 32 | LS/AC |
| 34 | STORM WATER STORAGE AND DRAINING MODULAR SYSTEM WITH GEOTEXTILE FABRIC, EARTH FILLING ETC (14,40x8,00MT) | ||
| Vasche di dispersione/laminazione con sistemi modulari in plastica (14,40x8,00mt) | IT. No. Art. n. | 33 | LS/AC |
| 35 | NEW ASPHALT LAYER INCLUDING No.1 ROAD SUBGRADE LAYER, No.1 ROAD SUBGRADE TOUT-VENANT LAYER, No.1 BITUMINOUS CONGLOMERATE CONNECTION LAYER Th. 8CM, No.1 BITUMINOUS CONGLOMERATE ROAD WEAR LAYER Th.3CM, INCLUDED 6M OF CONCRETE CURBS, RENT. | ||
| Nuovo strato di asfaltatura che include n°1 sottostrato, n°1 sottostrato tout-venant, n°1 strato di conglomerato bituminoso sp. 8cm, n°1 strato di conglomerato bituminoso di finitura sp. 3cm, incluse 6m di cordonate. | IT. No. Art. n. | 34 | LS/AC |
| 36 | REINSTALLATION OF EXISTING VERTICAL SIGNS, ON ROADS AND PARKING AREAS, FRUNISHING AND INSTALLATION OF HORIZONTAL ROAD SIGNS, WHERE INDICATED, ON APRON, ROADS, AND PARKING AREA AFTER THE END OF THE WORKS. | ||
| Reinstallazione dei segnali stradali verticali esistenti, ripristino e nuovi segnali orizzontali nell'APRON, nelle strade e nelle aree di parcheggio dove necessario, a finitura dei lavori. | IT. No. Art. n. | 35, 36 | LS/AC |
| 37 | SPREAD OF VEGETAL SOIL (15cm) | ||
| Stesa terra vegetale (15cm) | IT. No. Art. n. | 37a | CM/MC |
| 38 | GRASS SEEDING | ||
| Semina | IT. No. Art. n. | 37b | SM/MQ |
| 39 | TRANSPORT, LAYING WITH CRANE TRUCKS | ||
| Trasporti, posa con autogrù | IT. No. Art. n. | 39 | LS/AC |
| 40 | TESTING AND EXECUTIVE DRAWINGS WITH CALCULATION AND TECHNICAL REPORTS, MAINTENANCE PLAN, ASSEVERATIONS, ECC | ||
| Disegni esecutivi con relazioni di calcolo, relazioni tecniche, piano di manutenzione, asseverazioni, deposito CA ecc. | IT. No. Art. n. | 38 | LS/AC |
| 41 | CONSTRUCTION OF AN UNDERGROUND CONCRETE DUCTBANK FOR ELECTRICAL SUPPLY LINE CONDUITS COMING FROM BUILDING 933 | ||
| Posa di cavidotto in cemento per collegamento linea eletrica da edificio 933 | IT. No. Art. n. | 40 | LM/ML |
| 42 | NEW HANDHOLES FOR THE SUPPLY LINE FROM BUILDING 933 | ||
| Pozzetti d'ispezione per nuova linea elettrica da edificio 933 | IT. No. Art. n. | 41 | EA/NO |
| 43 | GIS AS BUILT PACKAGE FOR ALL UTILITIES WITH FULL DATA COMPATIBILITY AND COMPLIANCE TO WGS 1984 UTM 33N | ||
| Restituzione GIS dello "Come Costruito" per tutti i sottoservizi in formato compatibile con lo standard WGS 1984 UTM 33N | IT. No. Art. n. | 42 | LS/AC |
| Total IIa Civil - Totale IIa Civile |
| IIc Structural works - IIc Opere Strutturali | |||
| 44 | BOX BASEMENT: SUPPLY AND INSTALLATION OF Rck 25 CONCRETE INCLUDING FORMWORK, CHAMFERS, REINFORCEMENT WITH ELECTROWELDED MESH, BOLTS, FRAMES, ACCESSORIES, SURFACE SMOOTHING ETC. | ||
| Basamento Box: esecuzione di basamento per consentire l'installazione del box, mediante fornitura e posa in opera di calcestruzzo Rck 25 compreso di casserature, smnussi, armatura di rete elttrosaldata di ripartizione, posizionamento di tirafondi, telai, accessori, lisciatura superficiale, ecc. | IT. No. Art. n. | 43b, 43a | CM/MC |
| 45 | LEAN CONCRETE FOR BOX BASEMENT | ||
| Magrone per basamento box. | IT. No. Art. n. | 43c | CM/MC |
| 46 | REINFORCED CONCRETE WALLS/BASEMENT FOR CONTAINMENT FOR SLOT CHANNELS | ||
| Muratura/basamento in cemento armato per contenimento canaletta a feritoia | IT. No. Art. n. | 44 | CM/MC |
| Total IIc Structural - Totale IIc Structural |
TOTAL PART II / Totale Parte II
| PART III - MECHANICAL WORK / Parte III - Lavori Meccanici | |||
| IIIa – Mechanical Systems | |||
| 47 | ELECTRICAL RADIATOR, INCLUDING ELECTRICAL POWER LINE, WIRES AND CONDUITS. | ||
| Radiatore elettrico, incluso alimentazione elettrica, cavi, condotti e cablaggi. | IT. No. Art. n. | 1 | EA/NO |
| 48 | ELECTRICAL AIR COMPRESSOR 25LT WITH MANIFOLDS AND PRESSURE REDUCER FOR COMPRESSED AIR. | ||
| Compressore alimentato elettronicamente da 25lt comprensivo di collettori e riduttore di pressione aria compressa. | IT. No. Art. n. | 2 | LS/AC |
| IIIa – Total Mechanical Systems |
TOTAL PART III / Totale Parte III
| PART IV - ELECTRICAL WORK / Parte IV - Lavori Elettrici | ||||
| IVa – Electrical Works | ||||
| 49 | MODIFICATION OF THE EXISTING MAIN DISTRIBUTION PANEL INSTALLED IN BUILDING #933, IN ORDER TO INSTALL A NEW BREAKER TO SUPPLY THE NEW GAC SYSTEM PANELBOARD. THE WORK INCLUDES THE FURNISHING AND INSTALLATION OF A NEW BREAKER, 4X20A, C, 10 KA, 0.3A CLASS A SELECTIVE, INSIDE THE EXISTING PANEL | IT. No. Art. n. | 1 | LS/AC |
| 50 | FURNISHING AND INSTALLATION OF NEW LOW VOLTAGE PANELBOARDS EXPOSED AS SHOWN ON DRAWING. THE PANELBOARDS SHALL BE COMPLETE WITH CIRCUIT BREAKERS, MEASURE DEVICE, FUSES, TERMINAL STRIPS AND OTHER DEVICES AS SHOWN ON THE PROJECT DRAWINGS. THE PANELBOARDS SHALL BE SIZED WITH MORE 20% FOR FUTURE EXPANSION SPACE | IT. No. Art. n. | 2 | LS/AC |
| 51 | FURNISHING AND INSTALLATION OF NEW CABLES FG16OM16 5G6 sq.mm | IT. No. Art. n. | 3a | LM/ML |
| 52 | FURNISHING AND INSTALLATION OF NEW CABLES FG16OR16 5G1.5 sq.mm | IT. No. Art. n. | 3b | LM/ML |
| 53 | FURNISHING AND INSTALLATION OF NEW CABLES FG16OR16 4x1.5 sq.mm | IT. No. Art. n. | 3c | LM/ML |
| 54 | FURNISHING AND INSTALLATION OF NEW CABLES FG16OR16 7G1.5 sq.mm | IT. No. Art. n. | 3d | LM/ML |
| 55 | FURNISHING AND INSTALLATION OF NEW CABLES FG16OR16 3G2.5 sq.mm | IT. No. Art. n. | 3e | LM/ML |
| 56 | FURNISHING AND INSTALLATION OF NEW CABLES FS17 1x1.5 sq.mm | IT. No. Art. n. | 3f | LM/ML |
| 57 | FURNISHING AND INSTALLATION OF NEW CABLES FS17 1x2.5 sq.mm | IT. No. Art. n. | 3g | LM/ML |
| 58 | FURNISHING AND INSTALLATION OF NEW CABLES FS17 1x4 sq.mm | IT. No. Art. n. | 3h | LM/ML |
| 59 | FURNISHING AND INSTALLATION OF NEW CABLES FS17 1x6 sq.mm | IT. No. Art. n. | 3i | LM/ML |
| 60 | FURNISHING AND INSTALLATION OF NEW CABLES FS17 1x16 sq.mm | IT. No. Art. n. | 3l | LM/ML |
| 61 | FURNISHING AND INSTALLATION OF NEW SUBMERSIBLE CABLES H08RN-F 5G1.5 sq.mm | IT. No. Art. n. | 4a | LM/ML |
| 62 | FURNISHING AND INSTALLATION OF NEW SUBMERSIBLE CABLES H08RN-F 4x1.5 sq.mm | IT. No. Art. n. | 4b | LM/ML |
| 63 | FURNISHING AND INSTALLATION OF NEW SUBMERSIBLE CABLES H08RN-F 7G1.5 sq.mm | IT. No. Art. n. | 4c | LM/ML |
| 64 | FURNISHING AND INSTALLATION OF NEW SUBMERSIBLE CABLES H08RN-F 2x1.5 sq.mm | IT. No. Art. n. | 4d | LM/ML |
| 65 | FURNISHING AND INSTALLATION OF NEW RIGID METALLIC CONDUITS, HEAVY DUTY TYPE. O.D. 25mm | IT. No. Art. n. | 5a | LM/ML |
| 66 | FURNISHING AND INSTALLATION OF NEW RIGID METALLIC CONDUITS, HEAVY DUTY TYPE. O.D. 40mm | IT. No. Art. n. | 5b | LM/ML |
| 67 | FURNISHING AND INSTALLATION OF NEW RIGID PVC CONDUITS, HEAVY DUTY TYPE, O.D. 20mm | IT. No. Art. n. | 6a | LM/ML |
| 68 | FURNISHING AND INSTALLATION OF NEW RIGID PVC CONDUITS, HEAVY DUTY TYPE, O.D. 25mm | IT. No. Art. n. | 6b | LM/ML |
| 69 | FURNISHING AND INSTALLATION OF NEW RIGID PVC CONDUITS, HEAVY DUTY TYPE, O.D. 32mm | IT. No. Art. n. | 6c | LM/ML |
| 70 | FURNISHING AND INSTALLATION OF NEW RIGID PVC CONDUITS, HEAVY DUTY TYPE, O.D. 40mm | IT. No. Art. n. | 6d | LM/ML |
| 71 | FURNISHING AND INSTALLATION OF #2 80 mm O.D. RIGID PVC CONDUITS, EPC 20 TYPE, ENCASED IN CONCRETE DUCTBANK | IT. No. Art. n. | 7 | LM/ML |
| 72 | GROUND ROD, COPPER O.D. 20 MM, 3000 MM LENGTH, COMPLETE WITH GROUND PIT 40x40 CM AND COVER | IT. No. Art. n. | 8b | EA/NO |
| 73 | COPPER WIRE BARE, 50 SQ.MM | IT. No. Art. n. | 8a | LM/ML |
| 74 | MAIN GROUND BAR (MGB) | IT. No. Art. n. | 8c | EA/NO |
| 75 | P40 “UNEL” TYPE RECEPTACLE, 2X10/16A+G, 250V, EUROPEAN STANDARD. WEATHER-PROOF TYPE, WITH WEATHER-PROOF WHILE-IN-USE COVER | IT. No. Art. n. | 9a | EA/NO |
| 76 | IEC309 “CEE” INDUSTRIAL TYPE POWER RECEPTACLE, 2X16A+G, 250V. IP65 | IT. No. Art. n. | 9b | EA/NO |
| 77 | COMPRESSOR: 400V, 3PH+G, 2.5 KW CONNECTION | IT. No. Art. n. | 10a | EA/NO |
| 78 | PUMPS P1, P2: 400V, 3PH+G, 0.75 KW CONNECTION | IT. No. Art. n. | 10b | EA/NO |
| 79 | SENSORS, FLOAT SWITCHS: CONNECTION OF SIGNAL CABLES OF THE SENSORS AND OTHER DEVICES PROVIDED BY THE MANUFACTURER OF THE FILTRATION SYSTEM | IT. No. Art. n. | 10c | EA/NO |
| 80 | MOTORIZED GUILLOTINE VALVE: CONNECTION OF VALVES PROVIDED BY THE MANUFACTURER OF THE FILTRATION SYS | IT. No. Art. n. | 10d | EA/NO |
| 81 | ANCILLARY PUMPS: CONNECTION OF ANCILLARY PUMPS INSIDE GAC BOX | IT. No. Art. n. | 10e | EA/NO |
| 82 | CONTROL PANELS: CONNECTION OF THE ELECTRICAL CONTROL PANELS PROVIDED BY THE MANUFACTURER OF THE GAC SYS | IT. No. Art. n. | 10f | EA/NO |
| 83 | FURNISHING AND INSTALLATION OF VISUAL-ACOUSTIC ALARM DEVICE, WHEATER-PROOF TYPE, TO BE INSTALLED ON THE EXTERIOR | IT. No. Art. n. | 11 | LS/AC |
| 84 | TOGGLE SWITCH, WEATHER-PROOF (IP55), 16 A, 250 V | IT. No. Art. n. | 12a | EA/NO |
| 85 | CONNECTION POINT (PUNTO LUCE), COMPOSED BY CONDUIT AND WIRING NECESSARY TO FEED A SINGLE LIGHTING FIXTURE. IF NOT OTHERWISE SHOWN ON PROJECT DRAWINGS, THE ITEM IS COMPOSED BY 2,4 M (8 FT) OF RIGID PVC CONDUIT O.D. 20 MM AND 2,4 M (8 FT) OF 2X1.5+G CONDUCTORS. | IT. No. Art. n. | 12b | EA/NO |
| 86 | DOWN-TO-DUSK SENSOR AND TIME-SWITCH, TO BE INCLUDED IN THE MAIN DISTRIBUTION PANEL “MDP" | IT. No. Art. n. | 12c | EA/NO |
| 87 | LIGHTING FIXTURE WEATHER-PROOF TYPE, INOX AISI 304 BODY, TEMPERED GLASS DIFFUSER, MINIMUM IP65. COLOR TEMPERATURE 4000K. CLASS I. MINIMUM 1500 LM | IT. No. Art. n. | 13a | EA/NO |
| 88 | LIGHTING FIXTURE WEATHER-PROOF TYPE, INOX AISI 304 BODY, TEMPERED GLASS DIFFUSER, MINIMUM IP65. COLOR TEMPERATURE 4000K. CLASS I. MINIMUM 7500 LM | IT. No. Art. n. | 13b | EA/NO |
| 89 | EMERGENCY LIGHTING FIXTURE, LED, 150 LM OUTPUT, MINIMUM 90 MINUTES OF AUTONOMY, WITH SELF-DIAGNOSIS SYSTEM. CEILING MOUNTED. | IT. No. Art. n. | 14 | EA/NO |
| Total electrical - Totale Elettrico |
TOTAL PART III / Totale Parte III
| A. | NEW WORKS / Lavori di Nuova Costruzione |
| 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
GRAND TOTAL
ASHE 20-1016 - INSTALL WATER TREATMENT SYSTEM FOR HMU, FAC.933
INSTRUCTIONS FOR COMPLETING AF FORM 3052
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
File details come from the government source that posted it. Updated .