Lot 1 BoQ
September 9, 2022 | Author: Anonymous | Category: N/A
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Bauerfeld Internaonal Airport - Runway Improvement Improvement Project Bill o Quanes - Summary
Item
Descripon
1. 1.0 0
Preliminary an and Ge General
2.0
Airside Con Construcon
3.0
Site Clearance
4.0
Aggregate Su Supply
5. 5.0 0
Milling & Texturising
6.0 6.0
New New Pavemen ementt Cons Constr truc uco on n
7.0
Asphalt Works
8. 8.0 0
Li Ligh ghn ng g and and Mi Misc scel ella lane neou ouss Wor orkks
9.0
Paint Marking
10.0
Drainage Wo Works
11.0 11. 0
Qual Qualit ityy Ass Assur uran ance ce / Qua Quali lity ty Cont Contro roll
12.0 12.0
Day Day W Wor orkk Item Itemss (Pro (Provi visi sion onal al)) Total Project Cost:
Amount (US$)
Bauerfeld Internaonal Airport - Runway Improvement Project Bill o Quanes Item 1.0 PRELIMINAR PRELIMINARY Y & GENERAL
Descripon
In Indi dica cate tess chan change gess ma made de ro rom m Cl Clar arif ifca ca Unit
Quanty
LS
1
LS
1
LS
1
LS
1
d) Tack Coat Supply - Mobilise, supply and unloading return shipping o empty containers. Supply o material contained within rate or material placed / sprayed - below
LS
1
e) Mobilisaon Mobilisaon o Plant and Materials to Site (cost o aggregate aggregate and bitumen separate below)
LS
1
) Demobilis Demobilisaon aon o Plant and excess materials rom site
LS
1
g) Disposal o Contractor's Solid Waste Waste (reer to PC GC Clause 11.11)
LS
1
h) Other fxed charges & obligaons obligaons (Contractor to speciy)
LS
1
Rate (US$)
1.1 INSURANCE INSURANCES S a) Provide all specifed specifed Insurances ESTABLISHMENTS 1.2 FIXED CHA CHARGES RGES a) Mobilise, supply and establish establish plant and acilies on site and dy up on compleon compleon o Works b) Bitumen Supply - Mobilise, supply and unloading return shipping o empty standard iso-containers; Bitumen or binder is included in materials below. below. c) Kerosene Supply - Mobilise, supply and unloading return shipping o empty iso-cont iso-containers. ainers. Supply o material contained within rate or material sprayed - below
1.3 TIME RELATED ITEMS (Osite - includes contractor's general business expenses, including, admin, fnancial, overhead, incurred at Contractor's Head Oce or other oces, direcon and supervision by Contractor's Principal Ocers and others not assigned on site, proft and overhead, fxed and me-related o-site expenses or running the business.). (Onsite - includes temporary oces, workshops, all equipment not in other rates or specifcally menoned (survey, tesng, sampling, oce) below. All management acvies not noted here or below are included in the rates.
a) Contractual requiremen requirements ts in compliance with Secon VII, VIII & XI during mobilisaon mobilisaon phase
WK
12
b) Contractual requirements requirements in compliance compliance with Secons VII, VIII & IX during construcon phase
WK
36
c) Contract Contractors ors site oce including oce equipment, messing, meeng rooms, power and telephone, abluons, workshops, stores, sewerage and connecons, access, encing
WK
36
d) Contractors Contractors Sta Accommodaon, transport, vitualing, health care, etc.
WK
30
e) Provide, service and maintain Engineers Oce with 4 desks and chairs, 4 draw fling cabinet, meeng room with suitable air condioning, power supply, telephone and internet connecon, table, chairs and tea acilies; abluon, hand basin and saety gear locker
WK
40
) Provide Engine Engineers ers vehicle transport transport
WK
40
g) Other me related notes (contractor/employe (contractor/employerr to state)
LS
1
LS
1
b) Comply with the HIV/AIDS, GBV and CP training requirements requirements - PROVISIONAL
PS
1
$50,000.00
c) Prepare/sub Prepare/submit mit and implement all aspects o the occupaonal occupaonal health & saety plan and training in accordance with Secon 6.7 o Parcular Condions o Contract or sta and personnel - PROVISIONAL
PS
1
$375,000.00
1.4 OCCUPATIONAL HEALTH & SAFETY in accordance with Secon 6.7 o the Parcular Condions o Contract (Update as required) a) Prepare/sub Prepare/submit mit and maintain OHS plan that is consistent consistent with Secon 6.7 o the Parcular Condions o Contract including all briefng to site personnel and non-escorted visitors. visitors. Implement, manage, revise plan or the duraon o the Works
1.5 CONSTRUCTION MANAGEMENT (Update as required) a) Monthly Progress Progress Reports (All Phases) (Record and Submit)
Month
10
b) Daily Works Record & Aendance at weekly coordinaon meengs (Site Phase) (Record and Submit)
WK
36
c) Prepare and submit Contract Work Workss Quality Plan. Implement Implement,, manage and revise plan as required.
LS
1
d) Update dra/prepare and submit Contractors Environmental and Social Management Plan. Implement, manage and revise plan as required.
LS
1
e) Prepare and submit Trac Management Plan and access road condion survey, beore and aer. (Record and Submit; to cover roads within airport, land and airside, used by Contracto Contractor) r)
LS
1
) Prepare submit and update Contractor Contractorss Construcon Programme Programme as required (min req 1/month)
LS
1
LS
1
LS
1
2.1 Allow or all other costs costs associated with Specifcaon Secon 2.0 Airside Construcon (contractor to provide breakdown), if costs not included with or associated with any of items 2.2-2.6 below .
LS
1
2.2 Upli dra Method o Works Plan, update, issue, implement and comply with all requirements or duraon o physical works onsite
LS
1
2.3 Coordinaon with AVL, CAAV, ATC, ATC, AVSec, Airlines, Airport Manager or duraon o the works
LS
1
2.4 Proteco Protecon n o lighng cabling and runway / taxiway lighng eatures eatures
LS
1
wks
24
hrs
24
g) Prepare and Submit "As Built" Construcon Records, including including surace fnished level or all airside pavemen pavements ts h) Maintain all haul roads used or the duraon o the project and reinstate all AVL land side and air-side roads and suracing to match condion prior to project commencement Total Cost or 1.0 Preliminary & General (copy total to summary page) 2.0 AIRSIDE CONS CONSTRUCTION TRUCTION
2.5 FOD protecon or the duraon o the airside works, including contractor airside work saety supervisor, inspecons, end o shi handover to AVL and provision o labour and operaon o necessary plant and emergency callout works as required 2.6 Unschedule Unscheduled d ight requiring stand down o paving operaon
Total Cost or 2.0 Airside Construcon (copy total to summary page) 3.0 SITE CLE CLEARANCE ARANCE
Amount (US$)
Item
Unit
Quanty
3.1 Removal o topsoil rom exisng and new shoulders on apron, runway runway,, exisng and uture taxiways, turning circles to stockpile or reuse as directed. Remove to 1 m past plan dimension.
Descripon
m2
30,000
3.2 Removal o topsoil rom new taxiway & apron perimeter perimeter,, to stockpile or reuse as directed
m2
25,000
m2
25,000
3.4 Clearance o exisng vegetaon to topsoil rom Contractors Works area (nominal 50% o area), to waste, as directed
m2
16,000
3.5 Remove all exisng concrete patches and other patches rom emergency repairs on exisng runway taxiway and apron (contractor to state quanty), to hardfll stockpile
m2
75
aggregate materials to site or suitable asphalt construcon (Contra (Contractor ctor to 4.1 Crush screen and transport all aggregate demonstrate demonstrat e quality and to confrm and agree the required quanty beore transport)
m3 Solid
44,000
4.2 Crush screen and transport all aggregate aggregate materials (M/4 base course) or new pavement construcon suitable to meet the specifcaon (Contractor to demonstrate demonstrate quality and confrm required quanty beore transport)
m3 Solid
15,000
4.3 Crush screen and transport all aggregate aggregate materials (M/3 sub base) or new pavement construcon suitable to meet the specifcaon (Contractor to demonstrate demonstrate quality and confrm required quanty beore transport)
m3 Solid
18,000
a) 0-25mm (Texturising) (Texturising)
m2
25,000
b) 26-50mm 26-50mm
m2
20,000
c) 51-75mm 51-75mm
m2
15,000
d) 76-100mm 76-100mm
m2
15,000
e) 101-125mm 101-125mm
m2
15,000
) 126-150m 126-150mm m
m2
15,000
g) 151-200m 151-200mm m
m2
5,000
h) >201mm >201mm
m2
3.3 Clearance o exisng vegetaon rom new taxiways, exisng apron taxiway, tug lane, to waste, as directed
Total Cost or 3.0 Site Clearance (copy total to summary page) 4.0 AGGREGATE AGGREGATE SUPPL SUPPLY Y Aggregate supply rate to include all costs or shipping all asphalt aggregate, all M/4 base course aggregate and all M/3 sub base aggregate or new pavement construcon to Vanuatu. Inclusive o all customs, quaranne and bioseurity requirements.
Total Cost or 4.0 Aggregate Supply (copy total to summary page) 5.0 MILLING & TEXTURISING 5.1.1 Mill/Texturise all operaonal areas with exisng asphalt to specifed depth, prior to asphalt work, dispose to nominated stockpile or shoulders (lead < 4 km) Allow to achieve achieve design surfac surface e levels, as shown on the drawings
Total Cost or 5.0 Milling and Texturising
1,000 111,000
6.0 NEW PAVEMENT PAVEMENT CONSTRUCTION 6.1 Survey, Survey, test strip and subbase design 6.1.1 Upli design and exisng survey inormaon and provide set out data survey or the works
LS
1
aggregate test strip gradaon and compact subbase & basecourse suitable to meet specifcaon aggregate 6.1.2 Construct requirements
LS
1
Undertake trials to determine suitable subbase material design using asphalt millings, coronous and coral 6.1.3 aggregat aggregates, es, and (possibly) bituminous emulsion binder (compact in trial strip - included above)
LS
1
m2
incl @ at Item 3
m2
incl @ at Item 3
m2
incl @ at Item 3
6.2 SHOULDER and TAXIWA TAXIWAY Y CONSTRUCTION 6.2.1 Excavate and remove to nominated stockpile exisng soil materials rom exisng grassed shoulders a) Runway b) Taxiways c) Apron 6.2.2 Place and compact granular M/4 basecourse and M/3 and millings subbase a) Exisng Runway Runway (as directed - digout and replace, as directed)
m2
2,000
b) New T Taxiway axiway Alpha at 11 En End d (Area J, Drawing No 21) 21)
m2
9,000
c) Exisng Taxiway Taxiway Bravo (Apron) (Note - specifc methodology methodology and MWOP will be required or this area to enable daily operaons) (Area I, Drawing No 21)
m2
3,100
d) New T Taxiway axiway Charlie (29 End, Area K, Drawing 28)
m2
7,250
e) New Apron Area (Area (Area L - Drawing 21)) ) Tug lane to apron (Are (Area a P Drawing 21)
m2 m2
8,000 2,500
g) Shoulders to Runway rom 00 to 2000 and taxiways (Area M, Drawing 21)
m2
36,000
h) Provisional - General Aviaon Area (exisng, allow or up to 100mm rip and remake with basecourse)
m2
2,500
m2
7,000
i) Provisional - General Aviaon Area (new, subbase and basecourse) Allow at 200 mm on CBR 4% Total Cost or 6.2.2 Place, compact base & sub- base 6.2.3 Two coat chipseal with sand overspray a) Runway Runway
m2
1,000
b) Taxiway (Alpha only)
m2
250
c) Apron Apron
m2
500
m2
5,000
Total Cost or 6.2.3 Two Coat chipseal, sand overspray
6.2.4 Spread materials excavated as required, required, nominal 25 mm topsoil rom stockpile, apply and propagate grass grass seed Total Cost or 5.1.4 Topsoil and grass seed(copy total to summary page) 6.3 SUBSOIL DRAIN - PROVISIONAL PROVISIONAL ITEM
Rate (US$)
Amount (US$)
Item
Descripon
Unit
Quanty
6.3.1 Supply NZTA F/1 subsoil pipe, excavate and dispose to waste onsite, place granular flter material within subsoil trench - PROVISIONAL a) Runw Runway ay
m
500
b) Taxiway
m
200
c) Apron Apron
m
100
m
5
6.3.2 Supply & install ouall pipe, verman proo grill and concrete apron at outlet - PROVISIONAL Total Cost or 6.3 Subsoil drain
6.4 GRASSED BERM REINSTATEMENT REINSTATEMENT 6.4.1 Supply topsoil, place and shap shape e to edge o paved area, apply & propagate grass seed a) Runw Runway ay
m2
7,500
b) Taxiway
m2
500
c) Apron Apron
m2 Total Cost or 6.4 Grass Berm Reinstatement
500 8,500
6.5 GRANULAR PA PAVEMENT VEMENT RECONSTRUCTION WITHIN EXISTING EXIST ING PA PAVEMENT VEMENT AREA 6.5.1 Excavate and remove to nominated stockpile stockpile (digout up to 400mm and replace) a) Runw Runway ay
m2
1,000
b) Taxiway (Alpha only) only)
m2
500
c) Apron Apron
m2 Total Cost or 6.5 Gr Granular anular Pavement reconstrucon (digout)
500 2,000
Total Cost or 6.0 New Pavement Construcon (copy total to summary page) 7.0 ASPHAL ASPHALT T WORKS 7.1 Prior to Full Scale Produ Producon con a) Bitumen Supply allow or mix variability plus 0.5% on target content and any addive or PMB required. Contractor to nominate quanty, addives and PMB, or approval beore transport to site, see specifcaon or details. (Mulgrade bitumen will be considered)
tonnes
5,350
b) Prepare and submit a complying Asphalt Mix Design (Target (Target Bitumen Content %), as directed
Each
2
c) Prepare and lay Asphalt trial strips, strips, as directed
Each
2
d) Prepare revised revised Asphalc Mix Design and prepare prepare and lay addional trial strip
Each
2
e) Provide digital GPS paving contro controll with experienced operaves and technicians
LS
1
incl below
-
a) Full scale producon ull width AC20mm asphalt (Area A, Dwg 21, thicknesses shown in drawings)
m2
b) Supply & apply bitumen tack coat under all areas receiving receiving new asphalt
m2
19,550 19,550
m2
38,205
m2
38,205
a) Full scale producon ull width AC20mm asphalt (Area C, Dwg 21, thicknesses shown in drawings)
m2
27,000
b) Supply & apply bitumen tack coat under all areas receiving receiving new asphalt
m2
27,000
Total Cost or 7.1 Prior to Full Scale Producon 7.2 Full Scale Pr Producon oducon 7.2.1 Turni Turning ng Area Included below (see Drawing 21) 7.2.20-400
7.2.3 400-1250 a) Full scale producon ull width AC20mm asphalt (Area B, Dwg 21, thicknesses shown in drawings drawings)) b) Supply & apply bitumen tack coat under all areas receiving receiving new asphalt 7.2.4 1250-185 1250-1850 0
7.2.5 1850-200 1850-2000 0 a) Full scale producon ull width AC20mm asphalt (Area D, Dwg 21, thicknesses shown in drawin drawings) gs) b) Supply & apply bitumen tack coat under all areas receiving new asphalt 7.2.6 2000-260 2000-2600 0 a) Full scale producon ull width AC20mm asphalt (Area E, Dwg 21, thicknesses shown in drawings drawings))
m2
8,526
m2
8,226
m2
28,837
m2
28,837
m2
3,075
m2
3,075
a) Full scale producon ull width AC20mm asphalt (Area J, Dwg 21, thicknesses shown in drawings drawings))
m2
9,254
b) Supply & apply bitumen membrane seal on all new basecour basecourse se under all areas receiving new asphalt 7.2.9 Taxiway Charlie Charlie
m2
9,254
b) Supply & apply bitumen tack coat under all areas receiving new asphalt 7.2.7 Taxiway Bravo Bravo a) Full scale producon ull width AC20mm asphalt (Area I, Dwg 21, thicknesses shown in drawings) b) Supply & apply bitumen tack coat under all areas receiving new asphalt, with membrane on new basecourse 7.2.8 Taxiway Alpha Alpha
a) Full scale producon ull width AC20mm asphalt (Area K, Dwg 21, thicknesses shown in drawings drawings))
m2
7,142
b) Supply & apply bitumen membrane seal on all new basecour basecourse se under all areas receiving new asphalt
m2
7,142
7.2.10 Apron New, including shoulde shoulders rs / tug lane (Area L & P, Dwg 21, thicknesses shown on drawings) a) Full scale producon ull width AC20mm asphalt (Area L& P P,, Dwg 21, thicknesses shown in drawings)
m2
10,440
b) Supply & apply bitumen membrane seal on all new basecour basecourse se under all areas receiving new asphalt
m2
10,440
a) Full scale producon ull width AC20mm asphalt (Area I, H & G, Dwg 21, thicknesses shown in drawings) drawings)
m2
11,282
b) Supply & apply bitumen tack coat under all areas receiving receiving new asphalt
m2
11,282
7.2.11 Apron Exisng Exisng (Area I, H & G, Dwg 21, thicknesses shown on drawing drawings) s)
7.2.12 General General Aviaon Area (west o apron) - (Provisional) a) Full scale producon ull width AC20mm asphalt (Area west o apron), nominal 60 mm thick
m2
9,100
b) Supply & apply bitumen membrane seal on all new basecour basecourse se under all areas receiving new asphalt
m2
9,100
7.2.13 Shoulders (New 0-2000 & Alpha, Area M; Exisng, Area E, New Charlie) Dwg 21, thicknesses shown in drawings); a) Full scale producon ull width AC20mm asphalt (Area west o apron), nominal 60 mm thick
m2
44,000
b) Supply & apply bitumen membrane seal on all new base course under all areas receiving new asphalt
m2
44,000
m2
39,000
7.2.14 0-2600 Addional Pavement Pavement Thickness (Central (Central 15m width) - (Provisional) a) Provisional Provisional - addional streng strengthening thening along the central secon; not on drawings drawings.. Allow 25 mm thickness or 7.5m either side o centreline or ull length
Rate (US$)
Amount (US$)
Item
Descripon
Unit
Quanty
m2
1,600
ea
6
ea
2
PS
1
Rate (US$)
Amount (US$)
Total Cost or 7.2 Full Scale Producon 7.3 Apron Jet Fuel Sea Sealant lant a) Apply uel resistant coang, as directed, directed, to 4 stands Total Cost or 7.3 Jet Fuel Sealant
7.4 Li exisng uel h hydrants, ydrants, as directed (details to be confrmed) - PROVISIONAL 7.5 Install new hydrants and pipe line to new stands on eastern extension (details to be confrmed) PROVISIONAL PROVISI ONAL 7.6 Undertake milling and AC20mm asphalt patch repairs and crack sealing on exisng operaonal pavements as instructed (locaons and details to be instructed by the Engineer in wring) PROVISIONAL SUM
Total Cost or 7.0 Asphalt Works (copy total to summary page) 8.0 LIGHTING AND MISCELLANE MISCELLANEOUS OUS WORKS Allow to supply, install and commission all lighng as described below and in the specifcaon. AGL, PAPI and Apron lighng shall be unconal at all mes when the airfeld is in use. All ducts to be in trench and reinstated as specifed. Pits to be heavy duty with similar lids.
8.1 Runway Edge Lighng Replacement (Runway lights to remain operaonal) a) Supply, Supply, install and commission new AGL lights including bases cable connecon to new lighng cabling
ea
110
b) Remove redundan redundantt lights, bases and oundaon and dispose o site.
ea
110
c) Supply and Install new Runway, Taxiway and Apron Edge lighng cabling or new edge lighng as described and connect to power supply(s)
m
6,500
a) Supply, Supply, install and commission new lights including light bases and connecon to runway lighng cabling
ea
90
c) Remove redundant lights, bases and oundaon and dispose o site. Reinstate Reinstate disturbed area
ea
30
8.2 Taxiway & Apron Edge Lighng Replacement (by other contract)
8.3 Lighng Ducts a) Supply, Supply, install and reinstate lighng and cabling ducts in trench, 100mm dia including Tees Tees and Spur Ducts
m
6,500
b) Supply and Install draw ccables ables to the ducts and pits, including tails
m
8,000
c) HD Large Pits (Power distribuon), as described above and in specifcaon
No
6
d) HD Series Isolang Tr Transormer ansormer (SIT) supply and install, as described and in specifcaon
No
20
1,000
8.4 Data Duc Ducts ts a) Supply, Supply, install in trench and reinstate in trench, 65mm dia ducng inclu including ding tees and bends
m
b) Addional 65 mm ducng as directed (tower to terminal and wind socks and as directed)
m
1,500
c) Draw Cables including including tails
m
2,000
Each
6
Each
6
Each
3
Each
1
Each
1
Each
1
m
1,500
8.5 Apron Flood Li Lighng ghng a) Remove exisng cyclone cyclone damaged towers and dispose o site. Install new tower bases, rangible pole to suit & ducng or tower installaon b) Switched Flood Light Units, as specifed, fed and commissioned commissioned 8.6 Illuminated Wind Dir Direcon econ Indicator (IWDI) a) allow or base, rangible mast and all fngs and connecon to control tower tower.. 8.7 Constan Constantt Curren Currentt Regulator(CCR) Supply and install CCR units (PAPI, taxiway and AGL) in tower (details to be provided on site) 8.8 Lighng Cont Control rol Panel Supply and install control panel or airfeld lighng in control tower 8.9 Airport Beacon Provide and install 1 beacon or control tower; visibility range 30 naucal mile
Total Cost or 8.0 Miscellaneous Works (copy total to summary page) 9.0 PAINT MARKINGS (all in accordance with ICAO AC139-6 requirement) requirement) 9.1 Install Te Temporary mporary Paint markings a) Runway centreline centreline marking (30m each x 450mm) 50 No. 9.2 Runway Mar Markings: kings: White a) Transvers Transverse e stripe indicang displaced threshold, as directed
m2
180
b) Threshold mark markings ings 2 sets x 12 stripes x (30 x 1.8m) (permanent)
m2
1,300 4
c) Displaced threshold arrows, arrows, as directed
Sets
d) Aiming Point markings (AC139-5, T Table able 5-1)
Sets
2
e) Distance Markers Markers
Sets
4
) Runway centre centreline line marking (450mm width x 30m long)
each
88
g) Runway ID Numbers Numbers - 11
No
1
h) Runway ID Numb Numbers ers - 29
No
1
a) Survey exisng apron markings and provide setout or replacement and new lines (Yellow (Yellow,, white and red) b) Runway turn pad centre centreline line markings 11 and
m
incl below 850
c) Runway turn pad centreline centreline marking 29 and
m
675
9.3 Runway / T Taxiway axiway Markings: Yellow
$200,000.00
$200,000.00
Item d) 150mm wide lead lead in lines
Descripon
Unit
Quanty
m
550
e) Runway/T Runway/Taxiway axiway Holding markings
No
3
) Ta Taxiway xiway edge marking marking
m
1,300
g) Ta Taxiway xiway side stripes (0.9m wide x 9m long)
m
90
a) Ground Service Equipment Equipment (GSE) lines (red/white lines) lines)
m
1,500
b) Apron edge marking marking
m
550
c) 150mm wide lead lead in lines
m
800
d) Apron Turn Point Arrows Arrows
No
5
e) Apron Stand Numbering (3m High number per NZCAA 139-6)
No.
4
No
1
10.2 Concrete RCRRJ class 8(minimum) pipe including reinorced concrete surro surround und a) 600mm diameter b) 825mm diameter (connected to reducer or increased inleng capacity rom CP) c) Concrete RCRRJ class 4 pipe 1050mm diameter
m m m
97 2 27
10.3 Pre cast heavy heavy duty head wall a) 1 x 1050 pipe headwall b) 1 x 600 pipe headwall c) Factory reducer 825mm to 600mm (or 600 inleng rom catchpit)
No No No
1 1 1
10.4 Grassed Swale Swale 3:1 side slopes a) up to 1m depth with 1m wide base b) up to 1m depth with 2m wide base c) up to 2m depth with 1m wide base
m m m
195 90 55
10.5 Rock rip rap protecon with weak binding mortor (including geoabric) geoabric) a) La Cole River outlet b) Within swale at 600mm culvert outlet
m2 m2
40 60
10.6 Removal and and disposal o site a) Exisng Catchpit b) Exisng 1050 corrugated iron culvert with concrete surround c) Localised earthworks to grade central node area to low point at catchpit d) topsoiling and grassing o swale
No m LS m2
1 13 1 2140
m2 m2
350 350
m3 m3 m m
51 130 97 97
No
1
m m
65 2
10.10 Pre cast heavy heavy duty head wall a) 1 x 600 pipe headwall b) Factory reducer 825mm to 600mm (or 600 inleng rom catchpit)
No No
1 1
10.11 Grassed Swale Swale 3:1 side slopes a) deepening o exisng swale b) up to 1m depth with 1m wide base c) up to 2.5m depth with 1m wide base
m m m
150 365 175
10.12 Rock rip rap protecon with weak binding mortor (including g geoabric) eoabric) a) Within swale at 600mm culvert outlet b) Localised earthworks to grade central node area to low point at catchpit c) Extension and shaping o swale to invert o new headwall
m2 LS m
50 1 30
9.4 Apron Marking Yellow To confrm
To Total tal Cost or 9.0 Paint Markings (copy total to summary page)
10.0 Drainage Works
10.1 Runway 11 end, as per detailed design design drawings Incl. supply and installaon, excavaon, cut to waste, bedding, conc. surround, saw cung, reinorcing, backflling and reinstatement a) 1. 1.4 x 0.8m Catchpit (including high capacity inlet grate bolted to chamber)
Realigning the perimeter road to suit the new node and swale alignment (remove topsoil, shape and e) compact), as specifed and shown on d rawings ) Realignment o ence around node 11 works to align with legal boundary 10.7 Pavement Pavement interace as per drawing 317 a) Ad Addional sub base thickening or length o 600mm dia culvert under taxi way b) N o fne concrete backfll (5 MPa) c) Geotexle or pavement integraon/interace (length o culvert) d) Geoabric or pavement integraon/interace (length o culvert) 10.8 Runway 29 end, as per detailed design design drawings including supply and installaon, excavaon, cut to waste, bedding, concrete surround, saw cung, reinorcing, backflling and reinstatement a) 1.4 x 0.8m Catchpit (including high capacity inlet grate bolted to chamber) 10.9 Concrete RCRRJ class 8(minimum) pipe including reinorced concrete surro surround und a) 600mm diameter b) 825mm diameter (connected to reducer or increased inleng capacity rom CP)
Rate (US$)
Amount (US$)
Item
Unit
Quanty
d) topsoiling and grassing o swale
Descripon
m2
15000
Realigning the perimeter road to suit the new node and swale alignment (remove topsoil, topsoil, place 300 mm aggregate, shape and compact), as specifed and shown on drawings e) local limestone aggregate,
m
300
m3 m3 m m
34 90 65 65
No No No
1 1 4
10.15 Concrete RCRRJ Class 8 Bypass/outlet Pipes with reinorce concrete surround a) 2 x 375mm dia (P.060 bypass) b) 1 x 300mm dia (P.060 outlet) c) 1 x 300mm dia (P.030 bypass) d) 1 x 300mm dia (P.030 outlet)
m m m m
11 11 13 13
10.16 Heavy duty concret concrete e headwalls a) to suit 2 x 375mm dia pipes b) to suit 1 x 300mm dia pipe
No No
1 3
10.13 Pave Pavement ment integraon integraon as per drawing 317 a) A Ad ddional sub base thickening or length o 600mm dia culvert under taxi way b) Sup upp ply and and plac place e no fn fne e con onccrete ba bacckf kflll (5 MP MPa) a) c) Geotexle or pavement integraon (length o culvert) d) Geoabric or pavement integraon (length o culvert) 10.14 Apron Drainag Drainage e Works, as per detailed design drawings Oil and Water Separators: and installaon including anchor straps, reinorced concrete protecon, bedding, backfll, trenchingSupply and reinstatement a) P.060 Spel Puraceptor or approved equivalent b) P.030 Spel Puraceptor or approved equivalent c) He Heavy Duty inlet/outlet/bypass Manholes 1050mm dia either side o SPEL Puraceptors
10.17 Concret Concrete e RCRRJ class 8 Inlet pipes rom slot drain conneco connecons ns a) 450mm dia
m
10
b) 300mm dia c) Power connecons to Purceptor or approved equivalent unit d) Installaon and setup o alarm moduals within tanks e) Installaon o receiving module (AVL building) ) Se Setup and programming g) Tesng and commissioning (including handover and manual)
m No No LS LS LS
25 2 2 1 1 1
m m m No
150 15 0 5
m m m No m
60 66 87 9 22
No m m
2 375 125
10.18.4 Rock rip rap protecon with weak binding mortar (including geoabric) a) at at inlet headwall b) at at outlet headwall
m2 m2
75 75
10.18.5 Pave Pavement/Dra ment/Drainage inage Interace) Interace) a) Ad Addional basecourse thickening or length o 600mm dia culvert under taxiway b) A Ad ddional sub base thickening or length o 600mm dia culvert under taxiway c) N o fnes concrete backfll (5 MPa) d) Geotexle or pavement integraon (length o culvert) e) Geoabric or pavement integraon (length o culvert)
m3 m3 m3 m m
108 223 353 125 125
10.19 West Western ern Apron Swale: including excavaon, cut to waste, bedding, backflling and reinstatement/topsoil and grassing 10.19.1 Deepening o exisng swale to suit the new stormwater outlet headwalls headwalls
m
440
m2 LS No m2
225 1 1 25
10.18 Slot Drains (400m tota totall length): including supply and installaon, excavaon, cut to waste, bedding, concrete surround, saw cung, reinorcing, backflling and reinstatement 10.18.1 Slot drains installed in exisng apron are area a (western side o apron) a) 300mm Slot Drains, (90m+24m+36m) b) 400mm Slot Drains c) 600mm Slot Drains d) Juncon Pits - heavy duty F900 rated 10.18.2 Slot drains installed in exisng apron are area a (eastern side o apron) a) b) c) d) e)
300mm Slot Drains, (21m+18m+21m) 400mm Slot Drains, (39m+27m) 600mm Slot Drains, (57m+15m+15m) Juncon Pits - heavy duty F900 rated Concrete strip drain with no slot drain or surace drainage areas unable to be serviced with slots
10.18.3 Culvert unde underr apron: including supply and installaon, excavaon, cut to waste, bedding, backflling and reinstatement a) H ea eadwall or 3 x 800mm concrete pipes - customised bell mouth entry and exits as per drawings b) 800mm concrete RCRRJ class 8 pipe, (3 x 125m) c) Concrete surround and reinorcing o 3 x 800mm concrete pipes (including staged concrete pour or oataon)
10.20 Easte Eastern rn Apron Swale: including excavaon, cut to waste, bedding, backflling and reinstatement/topsoil and grassing a) R Re ealignment o the exisng swale to suit the new stormwater outlet headwalls b) Shortening o o th the ex exisng 1 10 050 ga galvanised ccu ulvert rru unning u un nder tth he ru runway to to su suit tth he ne new al alignment c) S u up pply an and installaon o n ne ew h he eavy du duty h he eadwall at exisng culvert (to su suit 1 x 1050mm dia pi pipe) d) Rock rip rap protecon with weak binding mortor (including geoabric)
Rate (US$)
Amount (US$)
Item
Descripon
Unit
Quanty
11.1 Provide a ully accredited on site laboratory suitable to conduct all required site tesng
LS
1
11.2 Addional sampling and tesng during Construcon as instructed by the Engineer
LS
1
11.3 Provide aggregate samples as specifed
LS
1
11.4 Provide calibraon and asphalt plant cerfcaon in accordanc accordance e with the specifcaon and wrien stateme statement nt o compliance as specifed
LS
2
11.5 Producon Tesng Tesng - provide daily AC producon tests as specifed or plant produced material & feld placed material. Issue daily QA pass/ail compliance report. Tesng in accordance with NZTA M/10
LS
1
11.6 Producon Tesng - provide daily AC Marshall producon tests as specifed or plant produced material & feld placed material. Issue daily QA pass/ail complianc compliance e report
LS
1
11.7 Producon Tesng - Provide daily tesng o Asphalt cores
LS
1
Visit
2
LS
1
Total Cost or 10.0 Drainage Works (copy total to summary page) 11.0 QUALITY ASSURANCE ASSURANCE/QUALITY /QUALITY CONTROL
11.8 Supply and operate Griptester or equivalent device or Fricon Tesng o Runway at compleon o physical works and at the end o DLP 11.9 Provide as-built drawings showing levels, including surface nished levels for all airside pavements Total Cost or 11.0 Quality Assurance / Quality Control (copy total to summary page)
12.0 DAY DAYWORKS WORKS ITEMS (PROVISIONAL SUMS) 12.1Labour 12.1.1 Labourers, gen general eral
Hrs
24
12.1.2 Tradesman Tradesman (Mechanic, electrician, carpenter, carpenter, etc.)
Hrs
24
12.1.3 Foreman, Machine operator operatorss
Hrs
24
12.1.4 Asphalt Paving Cr Crew ew
Hrs
24
12.1.5 Site Saety Super Supervisor visor
Hrs
24
12.1.6 Register Registered ed Surveyor & Chairperson
Hrs
24
12.1.7 Pavemen Pavementt Saw Cung Crew
Hrs
24
12.1.8 Laboratory Tech Technician nician
Hrs
24
12.1.9 Engineer
Hrs
24
Hrs
24
12.2.1 AC Paving Plant & Ro Rollers llers 12.2.2 AC Batching Plant
Hrs
24
Hrs
24
12.2.3 AC delivery Truc Trucks ks
Hrs
24
12.2.4 Milling M Machine achine
Hrs
24
12.2.5 Bitumen Spra Sprayer yer
Hrs
24
12.2.6 Shule Buggy or pa paving ving
Hrs
24
12.2.7 Grip tester and Vehic Vehicle le
Hrs
24
12.2.8 4-Wheel Drive car
Day
1
12.3.1 AC20 Patch Repairs Compl Complete ete (Mill, fll, compact and seal)
m2
1
12.3.2 Crack Sealing R Repairs epairs
m
1
12.1.10 Contract Manager 12.1.11 Other - Contractor tto o List 12.2Plant
12.2.9 Other - Contractor tto o List 12.3 Temporary Airfeld Pavement Repairs (inclusive o labour, plant and materials)
Total Cost or 12.0 Dayworks Items (copy total to summary page)
SUB TOTAL
TOTAL
B5.12 Bill o Quanes Schedule A – Main Work Items, carried orward to B5.11 Tenderer’s Summary Bill o Quanes
Rate (US$)
Amount (US$)
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