Bill of Quantities - 191T7024Q0015.pdf

OGGETTO:

COMMITTENTE:

U. S. EMBASSY in Rome

VILLA TAVERNA

BILL OF QUANTIT IES

pag. 1

New Sewage system to be replaced next to the facilities Rooms pag. 2

Num.Ord.

D I M E N S I O N I I M P O R T I

TARIFFA

DESIGNAZIONE DEI LAVORI Quantità par.ug. lung. larg. H/peso unitario TOTALE

R I P O R T O

LAVORI A CORPO

DEMOLIZIONI, RINTERRI E TRASPORTO (SpCat 1)

1 / 1 Removal of flooring carried out with the aid of suitable means, N. P. 12 including the bedding mortar and the possible cost of cleaning, the approach to the place of temporary storage and stowing of the material which remains at the disposal of the Administration. The subfloor screed in sand, gravel or cement: porphyry or flint cubes on a bed of mortar.

RIMOZIONE PAVIMENTO IN PORFIDO

SOMMANO m²

2 / 2 Demolition of floor substrates (gretones and similar) included within N. P. 10 the construction site, excluding transport of unusable material to authorized landfill waste: concrete foundations with reinforcements, including with mesh, at any depth and resistance.

DEMOLIZIONE SOTTOFONDI

SOMMANO m³

3 / 3 Excavation with a fixed section, up to a depth of 2.00 m from the N. P. 11 excavation surface or, in the absence of this, from the edge of the cable, of loose rocks of any nature and consistency with resistance lower than 8 N/mm² (loose clays and compact, sand, gravel, pozzolana, lapilli, tuff, etc.), both in dry and wet conditions, even in the presence of water stabilizing in the cable up to a height of 0.20 m, excluding water coming from the groundwater, also including leveling and the configuration of the bottom, the pulling up on the edge of the cable and in any case in a safe position, any yawning of any type and resistance:

carried out both with mechanical means and by hand, including loading on the means of transport.

SCAVO TRINCEA E POZZETTI E QUANT'ALTRO NECESSARIO

PER LA CONNESSIONE DEI TUBI

SOMMANO m³

4 / 6 Backfilling or filling of cables or holes for new urbanization works with N. P. 9 selected materials, including leveling, compacting and piling in layers not exceeding 0.30 m, wetting and necessary refills, the movements of the materials for the above both with mechanical means and manual:

with the use of mechanical means and with material coming from construction site excavations and including transport and unloading at the place of use.

RINTERRI VARI

SOMMANO m³

5 / 12 Lifting up or lowering of materials by means of a mechanical lift if A03.03.001.a previously authorized by the Legislative Decree. including the cost of loading and unloading materials: volume evaluation

MOVIMENTAZIONE MATERIALE DA SCAVO

SOMMANO m³

6 / 13 Loading and transport to landfills and/or authorized plants which will A03.03.005.a have to endorse a copy of the identification form of the waste transported according to the regulations in force, by any means, of

A R I P O R T A R E pag. 3

D I M E N S I O N I I M P O R T I

TARIFFA

DESIGNAZIONE DEI LAVORI Quantità par.ug. lung. larg. H/peso unitario TOTALE

R I P O R T O material coming from demolitions and excavations, even if wet, including loading carried out with mechanical or mechanical means hand and subsequent unloading. Excluding landfill charges: including hand loading.

CARICO E TRASPORTO IN DISCARICA MATERIALI DI

RISULTA (p. spec. 1800 kg/mc)

SOMMANO ton

7 / 14 Cost for the delivery of waste to a recovery plant or authorized landfill A03.03.007.p for the purposes of its recovery/disposal, codes assigned according to the European List of Waste (EER), excluding the cost of transport. The successful disposal/recovery must be certified by the recovery plant or authorized landfill with declaration on the quantities received by the individual local units and anything else necessary to document the regular transfer of waste to authorized subjects, earth and rocks, other than those referred to in the CEER/EER code item 17 0 03* (EER 17 05 04) for environmental recovery (R10) various inert material consisting exclusively of earth coming from excavations - excluding road excavations -, with concentrations of contaminants lower than the limits of column A table 1 of annex 5 of Legislative Decree 152/2006 a recovery (R5).

COSTO SMALTIMENTO

SOMMANO ton

8 / 17 N.P. 12

Archaeological assistance, with an Archaeologist present during the excavation phase, including photographic reports, final report and all the necessary documentation required by current law.

SOMMANO a corpo

FOGNATURA (SpCat 2)

9 / 4 Supply and installation of rigid PVC pipes for pressurized fluid N. P. 1 pipelines. diameter 225mm, thickness 13.4 mm, PN 16

TUBAZIONE

SOMMANO m

10 / 5 Supply and installation of sand for covering pipes and manhole N. P. 2 abutments.

SABBIA PER TUBAZIONE

SOMMANO m3

11 / 7 Concrete for foundations, fillings and screeds, in situ, with guaranteed A06.01.001.0 performance with consistency class S4, with a maximum aggregate size 1.b of 32 mm. Including fi6/15 electrowelded mesh, prepared by hand or with a concrete mixer. Environmental exposure class XC0 Compressive strength class C 12/15 - Rck 15 N/mm².

MASSETTO ARMATO

RINFIANCHI VARI

SOMMANO m³

12 / 9 Inspection wells supplied and installed in self-supporting prefabricated pag. 4

D I M E N S I O N I I M P O R T I

TARIFFA

DESIGNAZIONE DEI LAVORI Quantità par.ug. lung. larg. H/peso unitario TOTALE

R I P O R T O

N. P. 7 concrete elements compliant with the UNl EN 1917 standard made of vibro-compressed concrete with resistance class C32/40, exposure class XC2 (resistance to carbonation corrosion), freeze thaw), S1 humid earth slump built with the following elements: 100 cm high bottom element with thickness reduction footprints for the introduction of the crossing pipe. Driveway covering slab. The elements will be placed on a concrete slab 20 cm thick, reinforced with 20x20 mesh electro-welded mesh, 20 cm larger than the external dimensions of the well. The elements will be sealed and grouted with the interposition of cement mortar. The company The manufacturer must provide the static verification calculations of the elements upon request from the Works Management. The elements are produced and controlled, in the various stages of production, by a company in possession of the UNl EN lSO 9001:2015 Quality System. Including and compensated for any other costs necessary to ensure the work is finished and functional: bottom internal section 60x60 hint =100 cm, wall thickness 12 cm.

POZZETTI

SOMMANO cad

13 / 10 idem c.s. ...finished and functional, excluding only excavation and N. P. 8 backfilling: internal section extension 60x60 height = 100 cm, wall thickness 12 cm.

PROLUNGA POZZETTI

SOMMANO cad

14 / 11 Inspection manhole, supplied and installed, in ductile cast iron N. P. 6 according to UNI EN 1563, compliant with UNI EN 124 - Class D400, certified as a Quality Guarantee according to UNI EN ISO 9001:2000, suitable for severe and intense conditions of traffic, with a manhole of 600 mm, coated with protective synthetic paint and made up of: Frame with a square shape with a side of no less than 850 mm, a height of no less than 75 mm, with fixing holes and slots, equipped with a gasket anti-tilting seal in polyethylene housed in a special seat; circular lid with vibrated concrete filling and anti-wear surface treatment.

CHIUSINI PER POZZETTI

SOMMANO cad

15 / 15 MANAGEMENT OF INTERFERENCES OF VARIOUS type. With N. P. 4 this item we want to estimate the management and repair and/or replacement of all interferences (of a plant engineering nature) that may appear during the sewerage renovation works. The lump sum item includes any type of professional service, or supply of materials of any type, including the replacement of deteriorated and/or broken parts of any type and for any use (potable water, electricity network, LAN network, rainwater).

INTERFERENZE DI VARIA NATURA

SOMMANO a corpo

PAVIMENTAZIONE (SpCat 3)

16 / 8 Paving in porphyry cubes (previously removed) placed on the N. P. 3 underlying foundation screed, including the burden of interruptions around the trees, manhole covers, slopes, bedding material, hand beating and sealing of the joints with cement grout and anything else necessary to give the finished work in a workmanlike manner, with cubes also laid down into geometric figures, in a bed of sand and pag. 5

D I M E N S I O N I I M P O R T I

TARIFFA

DESIGNAZIONE DEI LAVORI Quantità par.ug. lung. larg. H/peso unitario TOTALE

R I P O R T O cement.

PAVIMENTAZIONE IN PORFIDO

SOMMANO m²

SAFETY SITE (SpCat 4)

17 / 16 SITE SAFETY. The item in question intends to include all the work, N. P. 5 supplies, machinery and means necessary to make the construction site safe in accordance with current legislation Legislative Decree 81/08 and subsequent amendments. The item includes the electrical system construction site, with general framework, fences, pedestrian paths for users who have to cross the areas located near the construction sites on foot. Also included is the possible closure of the road with gates and/or removable metal nets and anything else necessary in accordance with current regulations regarding safety on construction sites.

SAFETY SITE AREA 1,00

SOMMANO a corpo 1,00 4 4́57,07 4 4́57,07

Parziale LAVORI A CORPO euro

T O T A L E euro pag. 6

I M P O R T I incid.

TARIFFA

DESIGNAZIONE DEI LAVORI

TOTALE

R I P O R T O

Riepilogo SUPER CATEGORIE

001 DEMOLIZIONI, RINTERRI E TRASPORTO

002 FOGNATURA

003 PAVIMENTAZIONE

004 SAFETY SITE 4 4́57,07

Totale SUPER CATEGORIE euro