addendum-no-2-for-contract–no-icb-m4-iiia

Transcription

@
NATIONAL HIGHWAY AUTHORITY
Procurement & Contract Administration Section
V
28
Mauve
Area,G-9/I, IstamabadI OSL-7O32Z2Z,
B 051-9260419
nffi lf$,*^,,
No.2fte8a)
NH^ I 2oL6/ q ?4
I GM(P&CA)/
tvlarctr2], ZOto
To,
A11the prospective bidders
M/s..............
MINUTES OF PRE-BID MEETING AND ADDENDUM NO.2
CONSTRUCTION OF NATIONAL MOTORWAY M-4 SHORKOTKIIANEWAL SECTION PROJECT
ICB-M4-IIIA: Shorkot-Dlnaur
Sectloa lXm 119+2OO to Km lFO+2OOl
Find enclosed herewith Minutes of Pre-bid meeting held on llft
March, 2016 along with Addendum No.2 to the bidding documents which is the
integral part of Bid Documents, for your information and necessary action,
please.
Copv for informatlon:
-
Member (Engg-Coord),NHA, Islamabad.
ADDENDUMNO.
02
ADB/ICB/M4: Constructionof NationalMotor.wayM-4
Shorkot- KhanewalSectionProject
ICB-M4-IIIA
Shorkot - Dinpur Section(31 Km)
(Km 119+200to Km 150+200)
The following amendmentshave been made in the Bid Document under this Addendum,
which shall be read and construedas an integral part of Bid Document and shall take
precedencein case of any conflict / ambiguities in the Bidding Document and other
ptovisionsof the BiddingDocument.
VOLUME -I
1. Section2 - Bid Data Sheet:
i) ReferPage2-2,ITB 10.1,be readas "The languageof the bid is: English.Ifa bidder
providesany supportingdocumentsin language(s)other the English,in suchcasethe
accurateand authenticatedtranslationof the documentsin English languageshall be
submittedalongwith notary certificate(s)(original) as per the law of their country for
eachhanslateddocument.
i) Refer Page2-3,ITB 20.2,deletethe first paragraph"The pricedBill of euantities
,.,............,:,.....,,considered
asnonresponsive",
ii) ReferPage2-5,ITB 34.1,secondparagraphwebsiteaddress"y4vrv,g!p.cq!n.!K'be
replacedwith www.sbp.oom.ok.
2. Section4 - Biddine X'orms:
i) Tablesof AdjustmentData - Table A - Local Currency: Page-4-34is replacedwith
amendedpageattachedat Attachment-I.
ii) Bill of Quantities:Page-4-46,
Bill No. 4F: STRUCTURES(BRIDGES)-I2nos. Item
No,407g,sub-item407d3desmiptionof "pilesup to 1.1- 1.5m dia,,be replacedwith
"pilesfrom 1.1- 1.5m dia"
Page 1 of 2
ADDENDUMNO.02
iii) Bill of Quantities:Page-4-47Bill No. 4F: STRUCTURES(BRIDGES)-I2nos.Irem
No.407j-vii,descriptionof the item shallread"Pile load TestLoad600Ton,'
vi) Bill of Quantities:Page-4-54Bill No. 6: ANCILLARY WORKS,Item No. SP-621,
descriptionof t}teitem shall read"Headlight Glare-shieldfacilities,installedon the
New JersyBarrier to preventglaring andensuredriving safety."
v) Bill Nos.8, 9 & 10-ibe replacedwith the amended
Pagesatrached
at Attachm€nt-Il.
3. Section6 - EmnlovertsRequirements:
i) PersonnelRequirements:page No. 6-5, after table add the "Note: All engineers
whetherforeign or local must be registeredwith PakistanEngineeringCouncil (PEC).
Copy of registrationcertificate shall be requiredto be submittedto Employerprior to
startingany activity at sik".
ii) Environment Management Plan: page No, 6-7, add EMP report attached at
Attachnent-I .
4. Othertermsand conditionsshall remainsame.
.x..................
x
Page 2 of 2
Attachment- I of
Ad.dendum
No,2
Tablesof AdjustmentData
TableA-LocalCurrency
Sr.
No.
Description
Unlt
Woightages
I
5
(D FixedPortion
(iD
0.59
Labour
Day
{Skilledi Unskilled)
(PerDay)
0.06
(iiD Cement
MetricTon
0.05
(iv) SteelReinforcement
MetricTon
0.09
LitreB
0.13
MetricTon
0.08
(v)
ApplicableIndex
DieselPOL
(vi) Bitumen
Total
Monthly Statistical Bulletin of
Pakistan publi$hed by Federal
Bureauof Statistics,Government
of
Pakistanfor unskilledlabour.
Pakistan published by Federal
Bureauof Statistics.Government
of
Pakistan for Ordinary Portland
Cement(OPC).
Pakistan published by Federal
Bureauof Statistics,Government
of
Pakislanfor Grado60 steel.
As per the rates fixed by
Government
of Pakistanfor HSD.
AttockOil Refinery,Rawalpindi
1,000
Note:
1. Base/ currentpricesof SpecifiedMaterialsshallbe as of actuallyprevailingon the basedale
notifiedby the Engineer
withthe approvalof the Employerafterthe awardof works.As perGCC
1.'1.3.
{, "BaseDate'maansthedate28 daysp.iorto the deadlinefor bid submission".
2. The basicpricesare meantto be ex-factorypricesand inclusiveof all kindsof taxesand duties
thatoanbe leviedat source.
Adjustment
of increase
/ decreaseshallonlybe admissible
for the materialslistedabove.
4. Valueof work donefor priceadjustment
purposeshallbe valueof permanent
works(Excluding
Billfor Generalltems& Provisional
Sums).
5. AllAmounts
in PakRupees
only.
Single-Stage:
Two-Envelope
Procurem6nt
o,Works
ADB/ICB.M4-IIIA
Section4- BiddingForms
4_58
Addendum
No.2
Constructionof National Motorway M-4
ICB-M4-IIIA: Shorkot- Dinpur Section(31 Km) (Km 119+200to Km 150+200)
BILL OF'QUANTITIES
BILL.NO.S.RESTAREA
BiilNO.
Description
BILL.8.A
CTVILWORKS
BILL.8.B
EXTERNAIWORKS
BILL.8.C
PLUMBINGWORKS
BILL.8.D
ELECTRICAL WORKS
AMOUNT
(Rs.)
Total
P
Fh
N
\
f
F
\
I
Single-Stage
: Two-Envelope
Procurement
of Works
'l
F-l
ADB/ICB-M4-tIIA
4_59
AddendumNo.2
construction of National Motorway M-4 Shorkot - Khanewal Secfionproject
BILL OF'QUAIYTITIES
BILL.NO.S.REST
AREA
Item#
Descfiption
Unir
Rate (Rs. in
Fiqures)
Quanfirf
RATE(Rs. in Wods)
Amount
(Rs,)
BiIl No. 8A- CIWL WOBKS
Refer to particulsr specirtcdions(BuiAhgg I I I B
Exc|ation in Foundation,includingdressingleveling,9570compactiou(AASHTOModifi€d)alld disposa
of urisuitabl€/SurDlus
Material
i), In CommonMaterial consistingofaeolioD,alluvial residualmaterialconsistingofgravel, shalevolcani<
ashes,loarn,sand"clay or anyco binationof thesenaterial, alte.edor weathermatedalandboulderslesr C u m
thanonequarter( 1/4)cubicmeterin volune,ernbedded
in othermaterial.
ii). In Herd Rock which inoludes firm and rigid igneous" Estamoryhio and sedimentary rock. Eard rocl
constitute {inn and coDtinuousbed rock requidng blasting for ercavatior. This will include boulders largel
tlan one quarter (1/4) cubic meter in volume, provided these are firm ad stable lying in the contimrous bec
and constitute more thatr 50o/oby volume comparedto ofier type of material.
iii). Ia Medium Rock which includes firm and rigid igneous, metarnorphic ard sedimentaryrock. Mediurn
rock, which car be r€moled by Ripper attachedto a Bulldozer (200 HP) and chiseling
iv). In Soft Rock which includes firm and rigid igreous, metamorphic and sediftentary rook. Soft rock
which can be rcmoved by manual Chiseling,
169.48
Cu rn
8.47
Cum
13.56
Cum
18.64
Cum
391.86
CUIn
53.88
v) Earth filling, back filling i! plinth, Columns footings, wall footing! rnd ary other foundations"
(a). With selectedexca!€ted mat€f,ial where availablE with 95% (AASHTO) compaction(modified proctor'
including moiskning to optimun moisturg cotrtqt with mechanical means in 6" lryers from the natura
$ound leveuexcavatedlevel to bottom of StooeSolilg (provided separately).
2
3
(b). With selectedquarry/Borow Granular (A-3) material obtaired Ao!1 outside sotx.cewith 95%
(AASHTO) compac.tim{modilied proDtor) iDcluding moisterdDg10 c'ptimlm moisture contert wiil
mechanical
meansitr I layerof6" otrderstonesoline(Drovidedfor seDamtelv).
ProvidiagapplyingTermite Control Treatment(Fipronil (Agenda25EC))underfoundationsandfloors at
per f.herequirements
of specificationsand ftrnish gurraoteetlat the buildingsshall be A€eftom termites
woodboresaDdo{ter pests,which causedamageto woodatrdothef,organicmaterial,for a pedodof l0 year
torn thedateofcompletioaofrhe buildings.
'trr Cylindricrl CorBFrcssive
Strengthfc- 14t{ Dsi
@14 Concrete(1:4:8) Class
underrall forurdaionsusinglocal sandaDdmaryallacrushedstoneof approvedqualityincludingformworl
rdrererequiredlevelingand curing etc. completein all respectsas per drawirys, specifioationsandal1tc
appowl ofthe Engineer
Single-Stage
; Two-Envelope
sq.m
Cum
Procurementof Wof|(s
736.34
15.41
.6 h.
3t
*
ADB/rCB-M4{rA
4-40
AddendumNo.2
BILL OF QUAI\TITIES
BILI,.NO.8.RESTAREA
Item #
Descriplinn
Anit
Concrete (1:2:4) Class 'C' Cytindrical CompressivE Strength fc= 3000 psi exoluding steel and itr
berdiry but including shuttering c€ntering and ib binding as in foundation ,cotunnr,parapitbean, oopping for
pafapet, witrdow door juobo and projections etc. as per drawing and specifications and as directed bl
E gineer
Cum
105.07
Cum
Cum
71.84
4.98
Tom
11.56
242.76
Quanfitl
Rate(Rs, in
Fiqures)
RATE(Rs. in Words)
Amount
(Rs.)
Bill No:8A- CIWL WORKS
ReIertopdrticular specilications(Buimi.ngs)
III B
5
Corcrete (1.3:6) Class rD' Cylindricat Compre$$iveStreDgthfc= 2200 pci excludingsteel and it!
bendingbut includingshutted[gc€oteringandits bindirq asper &awing andspecificatioossod asdirect€t
by ProjectMamger.
i. under flooring
iii). over Steps(Main E[tlanoe, Bathroom, Side Entrance)
6
Providing ReinforcemeDt Steel (crade40)
itrcluding cufiing bmdin& placing and binding wire.
!.Ig"tioe
ii. Colurnn
iii. PlinthBeam
iv. Brick Masorry
eLRoof Beam
viii. Roof Slab
,( RCClhteusill bealruarnbc4lumDs
7
Bitumen Coating 2 ooats of Bihnen 0.4b/d (0.21bift? per coat of 40/60 glade) all build surfaoes oj
foudatiois, Plitth beam sides ex?osedto eanh, top surface ofPlintl beam aod Colunn exposedto earth fi1.
b approved malrler an4 as directed by Project Mamger-
sq'm
8
koviding and lying l-1l2" DPC cast itr situ using Fina Sandmixol with aoy apFoved watEr ploofing ag€nt
sq.m
10
VaporBanier
Providingand Layingof Pol]'theneSheet500 gauge(0,005,,)thick prime qualitylaid over stonesolingfor
Floorilg PlinthProtectiooandmmpasper specificationaodasapprovedby theEagineer.
sq.m
381.57
StoneSoling
Providiagl,ayiug cooprctingard blockirg 4" tbick Sfore Sotturgwifli 2" do*n gaugegradelStoneBlast
with stoDedustfilling ad firle sard aggregate$
overprelaidandprecompacted
fill, backfill asper
rpecificati@,(Providedfd separaielt.
Cum
53.88
q
Procurementof Work
AD B/lCB-lvl4-ll lA
AddendumNo.2
BILL OF'QUANTITIES
BILL.NO.E.RESTAREA
RATE (Rs. in Wordsl
topaaicular specificalions(Baildings)
III B
ClassbumtBrick hrsonry work with c€mertsatrdmortar7c curhg etc.completein all reqp€ct:
9" thick Wa[ witl l:4 cementsandmortarwith deepstuokpointing(honedJoint by using l0mm
to createhalf grout oeck) both hodzodally and vertically oaly on ourer wall surface of tlrc buitdins as
ving and as apprwed by rhe Projeai Mmagei
9' thiok Wall with I :4 cementsardmortarin orditraryfuisb- INTERIOR& below
4.5" thick Wall with l:4 c€meotsandmortarin ordinarvfinish.
'Z hch thick on walls mlu(|ns, Ceiling
including floating coal under plaster.
OIr htemal and Extemal Wallvcolu$ns with l:4 cementsand mortar
,
OaCeilingwith I :3 c€mentsandmortar
AlumfuumWire MeshlmderPlasterircluding ComerBeads,
andlayiogfair fac€{Gutkr) 225x5?x3&Enat anyheighufloq usingspecialclassburtrtbdcks
laid itr 1:3 ceme sand mortar including approvedcolor pigmen! racking out joiffs, providing goove both
vertical and hodzontal, curiug; cleaning staging ed scaffolding etc, co4npl€tein all respectsas per dmwings
and a to the apFoval ofthe Engineer.
Internal (plastic emulsionpaint) 3 coats &om reputedrnanufacnueras per specificationin
Intemal (Emfilel Paint) 3 coats from r@uted marufacturer Bsper specificarioo in q4rored mauer:
Ext€mal(weathershield Paint) 3 coatsAom reputedmanuactureras psr specificationin
Providingandlayiry 3,/4"thick prime quality pakistan parlino or equivaleotwith borderpre
tile for flooritrg i/c fiaishilg over bed of3/4', thick l;2 ceEent sand mortar as shom in drawines
mamer,asper specificationsand asapprovedby theProjectMauger.MARBAI
l6"xl6'
ard layingof priEe quality,locatmake,5nm tiick or moreglazedceramicriles for
Providingad layingof l2"xl2" PrePolislrcdMosaicmarblechipstiles 3il" tnick for noorinefi;
oernentand pigment over 3/4" thick bedditrg of li2 cement sand mortar i/c fmishing con4,lete in
Procurementof Works
ADB/lCB-M+lrA
4-{2
Addendum
No.2
BILL OF QUANfiTIES
BILT"NO.S.RESTANEA
Item #
Descfiptlon
Unil
ii. Mosaic tiles for skirting:
Providing and laying t,?" thiek 6'k12" Pre Potished Mosaic tile for shirting fix with cemenl sand Inorta l:i
as sllown.in &awing and approved marmet including finishing complete in all respects and as apFoved bl
dre Project Managg!.
sq.m
2.4
sq.m
15.60
sq.m
116.52
Roofmg
P / L roofing comprisiDg of single layer of tilex' 9"x41A,,xl/ j, (225x113x40 mm) gonted io t:S cement san<
mortar with ivater proof&g agent laid over l " mud plaster without Bhoosa, over 3" to 2" eartl! over potj,tlryn(
, ov€r l" high density thermopore (Poly Uretleoe) sheet (tongue and gove),over poll.thyene over 2 caats oi
hot biturD€npriming coat over RCC Slab complete itr all resp€ct as sho$n in drawing and as approved by th(
Proiect Ma&ger,
Doors Fmme :
sq.m
83.68
i) ProvidingandFixiog of t6 SWGsteelsheetdoorftarne10"x2,'flushedwith wall plasterwith l/9" backiDg
plateat hingeslocatioos,3 hold-fasteachsidefilted with 3000psi oooorete
grouti/c 3 coatsofpaht and
prepadngsurfaceconplgtein all r€spectasshowoio drawingsasapprovedby Fngineer.
M
20.64
i4 Prcvidiog{od Firisg of 16SWGsteelsh€€1
doorAame5.5-,x2"ilu$hedwi({ wall pla,ster
wfth l/8,'
backingplateat hingeslocations,3 hold-fasteeohsidefilled with 3000psi concr€tegrouti/c 3 ooatsofpaint
andpr€parilg rfacecompleiein all respectassholanin &awingsasapprovedby Engineer.
M
18.00
iii) Providing and Fixing of3" wide (l/2" taperedto l/4') Deodar rvaod€a omantental architav€ includitrs
Frenohpolishiry godrpleteio all r€spect ad as approvedby the Engineer
M
77.28
Qaentity
Rate (Rs. in
Fiqures)
RATE(Rs. in Words)
Amount
{Rs.l
Bitl No. 8A- CIWL IYORKS
Reler to pafiiaiw specifications(Buimingglll B
Skirting
l6
t'l
l8
l9
iii. Ma$le tiles for skirting:
Providingand layirg of prims quality U2" thick 6"x12', pre polislredMarble tile (pakistatrparliDool
equiyalert)for skirtirg with l:2 c€oleDtsandmutat as sho$'aia &awiagg irl app{ovedma&reras per
sroificatjq$ i/c firishiog etc.completein all resDects
andasaDDrov€d
bv theEnsineffCeramictile for dado(bathroom
walls)r
Approvedprim€ qualify, local make,5rnrnthick or highercerdmictiles fo. dadoor skirting as shownir
drawitrgasper specificatioDs
andasapprovedby theEngiDeer,
Single-Stage
; Two-Envelope
Procurementof Works
ADB/rCB-M+ItA
4-{3
Addendum
No.2
BILL OF QUANTITIES
BILL.NO.S.REST AREA
topafiicula,rspecifications(Buimings)
III B
Providing and fi.riog of l-ll2" thick single leaf Wooden solid paneled/@tkrned door with fiber
Deodaxwoodetr taming I li8'thiok \rith 6, wide top rail, 6,, wide middle rail an<I9- wide
\eith srffr thick prcssedteak ply with iopresioddesigo on both sidei/c I l/2' x 3/B' deodar
all aroundthe shuttq , with 9" botom rail , 8 " wide lock rail& 6" wide ioD raivc brasshinses
all fifting F ench polish 3 coats and door halrdles, iEported handle lock and to,rlEr bolt €tc,
all respect as shoDn in drawing as approvedby the Engineer.
of Double leaf Sleel Louver Doors cornorising steel shutter with 16 SWG x
sideStile, 16 SWG8" bottomrail, l-l/4" x 16 SWGMS louvers weldedto stile,includiq
filled in stiles, hold fasL hinges, all hardwarc fittings ofprime quality, inoluding 3 coats of
locking armnge$ent (heavy duty sliding botts), complete in all respect a-ssho\r! on drawing and
and fixing of glazedAtunirurm Win<towsof anodizedbronze(15 micron)cotorpartly fixsd
slidilg usitrg deluxe sectionshaviag tame size of f00mm x 20nm (4,'x3l4,') and leaf Fame sectioas
x 20mm (2"x3/4"), all of l.6ltrm thickness itrcluding 5mrn thick imported reflected glass with
usiDg approved staDdard latches, hardware. etc. as shOwn in dmwing and as approved by
with metal ins€ot screenwith aluminum fi'ame.
l00rqmwid€x 20mmhighx l.6nm thiok sectiorsincluding5mmthick imporredsolarreflectivetiated
rubber gasket usitrg apFoved standard latches, hardware etc, as sho\,m in drawitrg and as approved
and Fr'xing of Security Grift h window iocluding l/2,x1" steel rube i:arle haviog lA" wall
aoohoredto w€lls wilh l/4,' dia conoretearchors ad U2"xl/2', steel bars vertical and horizotrtal
to steeltubetate asshowuon dmwingi/c painting3 coatscompletein all respectad a$approv€d
TOTALOF Bill No. 8A- ClvlL
Procurementof Worl(5
ADB/tCB-M+lIA
Section4 - BiddingForms
-
Construction of National Motorway M-4 Shorkot- Khanewal SectionProject
4.64
Addendum
No.2
ICB-M4-IIIA: Shorkot- Dinpur Secrion(31Km) (Km 119+200to Km 150+200)
BILL OF QUANTITIES
BILL NO. 8 : REST AREA
Itm, #
Descrfuoh
Unit
Quantity
Rate(Rs. in
Fiquresl
RATE(Rs. in Wordsl
Arnount
(Rs.)
BilI No- 88 - EXTERNAL I{ORKS
Referto paflicular specifuations(Buildings)
I
2
3
4
5
6
7
8
q
l0
Excayationin Foundationfor extern€Iworh including undergound lr?ter tank manhotes,
septicranlq soakagepit, etc disposalofunsuitable/SurplusMaterial
ln Lommon vlaterral cotrsrshngofaeolton, alluyia], r€sidualmaterialconsistingofgravel,
shalovolcanic ashes,loan, sanq clay or any combinatio[ of thesematerial,alieredor
weathermat€riala.odboulde$ lessthan onequarter(l/4) cubic meterin volumq enbedded
in other material.
Earth litling, backfilling
With s€lectede"\cavatedmaterialwhereavailablewith 95% (AASHTO) compaction
(modifiod proctor) includilg moisteningto optimummoisturecontentwith mochanical
meansin 6" layor from the na&$alground level/excavat€dlovel.
Cum
169.45
Cum
93.20
Cum
95.64
Cum
6.39
Cum
3.6s
Cum
o-)6
TON
1.20
First Classburnt Brick masoqrywork with l:4 ceEentsandmortar i/c cu ng etc compleE
iD all rcspect:
Cum
t0.78
Fixing and Laying of60mm thick CoDcretePaversincluding 2,' sandbeddingover prepared
baseasper drawings& specificalionsand asapprovedby the Engineer.
s.M
648.74
Plaster,% inch thick l:3 celrlontsandplasEr on RCC wallVceiling/slabincluding floating
coatmder Dlaster.
s.M
151.04
L€an Corcreic (l:4:8) Clas.s'E' CylindricalCompressive
Strogth fc= 1500psi
'C'
Concrete(l:2:4) Class Cylindrical CompressiveStrengthfc= 3000psi excludingsteel
aqdits bendirc but including shutteringcenteringand irs binding asper drawingand
specificationsaod asdircctedby Enginaer.
Cotrcrete(l;3:6)ClassD'CylindricalCoaprcssivestrergthfcF2200p6i
er(cluding
steel
andits bendingbut including shutteringcenteringandits binding asper dmwing and
tpecifiaationsandasdirecGdby ProjectManager,
Corcrete(l:1-12:3)Classts'CylindricalCompressivostengthfc:,1000psi(for U7c
WaterTank) excludingsleelard its belrdingbtt ircludiDg shutteringcenteringand its
binding asper drawinganlqpecifications andas directedby project Manager.
Providing RchforcementSteel(cmde.60) including cutting bending placing and binding
wire.
Single-Stage
: Two-Envelope
Procurement
of Works
#*%
RLq',
\*tu * t9Z
ADB/tCB-M4-tA
construction of National Motorway M-4 Shorkot - Khanewal Sectionproject
4_65
Addendum
No.2
ICB-M4-[IIA: Shorkot- Dinpur Section(31Km) (Km It9+200 fo Km 150+200)
BTLLOFQUANTTTmS
Bn.L NO. I : REST AREA
Item #
Description
Unit
Quantily
Rate(Rs. in
Figuresl
RATE(Rs. in Words)
Amount
(Rs.)
BiIl Na 8B- EXTERNALWOnrS
Referto pflrttcularspecifrcations(Buildtugs)
lt
12
l3
14
SealantWaterproofing on insideand outsideofUndergroundWaterTank by Acrylic
Polyner modified cementitiouscoating brushappli€4 aowel finished,threecoats,including
lftIllo white aggregateprotectioncover laryeron insideandcoveringslury plasteroutside23nunofminimum thickness,cor]Pletein all respectas per manuf€rbner'sinstructiona$d
qpproyglryEq ProjectManager.
CI Coverfor U/G Wat€ITatrk
Providing andfixing ClassC-250 BS EN:124 (70Kg) CI Cover 18,,x18"with T-shapeCI
fiam€ with fish lail anchorsembeddedi.nslaband lockirg an:angemeDt
as shol'Tlin drawir&
ggmplgte!l 3!! lespectasapprovedby the Engineer
RCC Cover tbr Marftole
Providing and fixing 3' (75mrn)thick RCC nannole cover,22" (550mm)dia, with t€e
shapedCI frameof20" (500mn) cl€ar i/d (fiame weighing40kg) and fish rail anchors
Embeddod
in slab-completeiII all resDectasaDDroved
bv the EtrsiDeer.
Testing of underground$'at€rstoragetank asper specificationsand asdirectedby projEct
Manager.
s.M
46.89
NO
t.00
NO
23.00
NO
1.00
Over-burnt Brick GRAVEL Filling in SoakagePit
l5
lo
Providing Filling Over bumt brick GravelFilling in soakagepit 3', dowf, gaugegaded brick
grav€lasper sp€cificationcompl€tein all rcsD€ctasapprovedby the Enginee..
Providingandfixing of4" Dia PVC Vent pipe for Soakagepiq completefu!all respectandas
approvedby the Engineer.
Cum
t1.77
Rm
3.20
tubewell
l7
Providiag and constructionofTube welt with 7" dia boritrg install€dwith 5', dia MS I 4
gaugeblind pipe, steclshaiD€r.Thespacebetweenboring wall and MS pip€ shall be filled
with coa6e sand16" min. and 3/8" main size, Thetsbe welt sh81lbe insalled with a4',
dia l.l K.W submersiblepump. l" dia GTHDPEPipe (P863) suctionpipe asper
requiremootwith rcspectto groundwat€rtable, completein all respectand asper tlle
approvalof tho Etrgitr€er.The length of strainerwill dependupon tho groundwater table and
waterbearingstratawith a Initrimum50 ft length.SubmErciblepump is supportedby 8Eun
steeliosulatedwire, Powercableshallbe wrapd watorprooftape as shownin &awing
Singl+-Stage
: Two-Envelope
Rm
Procurement
of Works
76.04
ft,SU-t
\
[r1i/.
AOB/!CB-M4- tA
construcfion of National Motorway M-4 shorkot - Khanewal section project
4-66
Addendum
No.2
ICB-M4-IIIA: Shorkot- Dinpur Section(3f Km) (Km 119+200ro Km 150+200)
BILL OF QUANTITIES
BILL NO. 8 : R-ESTAREA
Ilem #
Description
Anit
Quanduy
Rate(Rs, in
Fiqures)
Amount
{Rs.l
RATE(Rs. in Wotdsl
Bi No.8B- EXTERNALWOruiS
Refertopa icalat sp*tftcatiotrs(Buildingg
l8
Providing and laying R.C.C.pipg mouldedwith cemelt concret€l:l%;3, with spigot socket
or collarjoint,etc.includingcostofreinforc€me4conformingto B.S.5911
PartI: 1981,Class'L" including caniageofpipe fiom factoryto site ofworlg lowering in
hsnchesto conect alignlnefltand gradq jointi[g ctrttingpipes$tere necessary,finishing
andtesting etc.,completein all respectasapprovedby the Ercircer.
12" dia Pipe
9- diaPipe
6" dia Pipe
M
M
M
Providing, fixing conneatingandtostingof(as per ma[ufacturerreconrmendations)
AC
singlephasePumpingSet2IlP Rating 2?0 voltq 50 cycleselectricmotor with c€ntrifugal
pumpcompatiblewith motor, suctionanddischarge1" x 1", coupledon a commonbase
plate,fourdation bolts, l" dia G.I Piping connectionsandrequiredbends,Sockers,rces,
unioos€tc, gatevalve,cheakvalvg non-retumwlve, foot valv€and stainer at UGT sump
level asper drawing completein all respectsand asapprovedby the Engineer.
20
Providingandfixing of3/8" x d' deepcontinuesribbedwaterstopperin UGWT constructior
ioiqt, asper drawingandspecificarion,
69.29
74.03
5.3
JOB
I
M
9.7
TOTALOF Bill No. 8B - EXTERNALWORKS
SinglFstage: Twc-Envelope
Procurement
of Works
ADB/tCB-M+ItA
447
AddendumNo.2
constructionof NationalMotorway M-4 Shorkot- Khanewalsecfionproject
ICB-M4-IIIA: Shorkot - Dinpur Section(31 Kn) (Km 119+200to Km 150+200)
BILL OF QUAFITTTIES
BILL NO. 8 : RESTAREA
RATE(Rs. in Words)
to padiculat specilications(RuiAingg volume III-R
Closer,English,pdmequality,[r vitreouschinaclay,Largesizewith Porc€lairp-hap,
bodylow level 12liters flushingcistenLBall tj/petronconosive sipha,flvalve,floatvalv€,
haidle PVCdrainpipe all in primequalitylocalmakeasappovedby theEDgineer,
Closet,Pakistni Odssa,primequality,In viheouschinaclay,farge sizewitl CastIron pplastic
bodylow level 12liters flushiq cistenl Ball typenotrcoroeive siphouvalve,float
,
flushhan<lle,
PVCdminpipe all in primequalitylocalmakeasapprovedby theEngineer.
pipefor wasteandsewageIrtemal draimgesysten,includingVentswith cap, properly
johted includt€ bfanches,bends,Ys, tees, fittinS DL[Dps,specials, cltting'ur floors, walls
making gooq €x1rapaiDting cmpipe ro match the color of tle buildiry including t€sting,
layirg cuttilg; joitrttutg,t€stiDgart,C
disinfectingPPRCPipelire in tredches/walls,
with
joints all pipespecialsusingPPRCpipesofDIN 8077& 8078mtilg PN 20 conpleteh all
laying cutting,jointing testinganddisinfectiDgGl. pipelinein aerlches,with socket
usingG.L pipesofB.S.S. 138?-1967corEplete
h all respects,witl specialsandvalves.
tuap w h RCC cover, Cemed Concf,etechambersize 6'* 8,k6" deep in
atrd Fixing Wash had bosin witl pedestalin ap!,rove
iron brackgtset wastepipg $ast€coutr,litrgcompleteh all r€spectsasApprotedby the
WaterMxer or Fauc€tfc'rbasir/sinkcornolet€h all
andFixingof bestqualityimportedtookiDg Glass5 mln thick (size 18,'x24,')including
Procurementof Works
ADB/rCB-M4{rA
4-68
AddendumNo.2
construction of National Motorway M-4 Shorkot - Khanewal Sectionproject
ICB-M4-IIIA: Shorkot- Dinpur Section(31 Kln) (Km 119+200to Kn 150+200)
BILL OF QUA}ITITIES
BILL NO. 8 : RESTAREA
RATE (Rs. in Words)
to parttculu speciJicotions(Buildings) vofume III-B
andFiring of approvalprim€qualityplastiobodyBarhRoomAccessod€s
including
of fitting asApproved by the Engineer includiag follow:
Providiag md fixing cast iroo floor ba? 4'X3'wili
m[crete chanber a[ aroud and 4" CI
completg irLall respecfsa.sApproved by the Engineer.
aadfixirlg of500 GaloarsFibreGlasfOverhead
Wat€rTanlg3 ply, 3.5mrnwall
with Supportorl 4" thiok ooncretepadcompletein all respeots
i/c makiogcormections
shown in drawing and as Approved by the Eogineer.
and flyi[g brass valves with wheel,/hardlg threadededs all h prerEius quality local
and fixing ofgood quality brassDotrretun valrc with male and female ends
andfixing ofplastic bodyprimequalifyMuslim ShowerincludingpVC flexibtepipe
CP,trowderooarEd
DoubleBib Coct asAppio!€dby &e
atrdtrxing ofgood qualityCPiPowdercoared1,2"dia Bib cookapprovedpdmequality
shownin &awing andasApprovedby theErgirc€f,.
hovidiDg ard fixing 1/2" dia CP,Powder CoatedStop cock apFoved pdne quality as Approved
andfixing of4' Dia PVCCIass-DRaioWat€rDom pipewith shoe,bendsin Duots
including clamps,hold fastasrequiredwith th€prcvisiooofclea{ out, completeh all respectand
installir& testingandcorunissioniaggasgeyserSingeror Camoomakeincludiq all
valvesald fittilgs, courelionto s€rvicesasddraitr comFletei!. all respects.
TOTALOF B|II No. 8C - PLUMBINGWORKS
Procurementof
ADB/rCB-M4-||tA
AddendumNo,2
Constructionof National Motorway M-4 shorkot - Khanewal sectionproject
ICB-M4-IIIA: Shorkot- Dinpur Section(31 Km) (Km 1191200to Km 150+200)
BILL OF QUANTITIES
BILL NO. 8 : REST A-REA
Ilen #
Unit
Raie (Rs. in
Fiqures)
Suanfily
BiANo.8D- ELECTNCALWORtra
RATE(Rs. in Words)
Amount
(Rs.)
R.{er ta parlicalar tl&cifr.ationt(Btaiuwg
Ihe mte for all BOQ itein shall include providing,conslructing fabricatinS,fixing executing applying as applicableand additionallya!
otherwfuestat€da9inst the specific items shall includeall materials,tabor, eforb, plart and equipmen!conplete in alt respects,as per
drawings,appror€dshopdtawings,specifications,
asper NEC, NFPA 70 & NEMAer€rious applicablestipulationsofthe cont-actdooumerts
miscerlateousdetairs,aspet itsfilctjons rnd esdirectedby tbe E igiDeer.All sarnpiesslatl b€ Focured and providedby the coDaactoral hit
owncrst for approvalby the Engneer.
sutrplyandwmng for light & fan with 3xl .smm.sqsingleirore P\tC insulaiedstsand€d
copper
conductorwire iD20mm(3/4")dia PVCconduit.€c€ssedin the \rEll ofcolumr\ roofetc. required.
16030r
corplete in all rcspecbasApprovedby the Engineer.(Betqpolo C.nduit / pakistancable,New Age
Cableor equivalentasapEovedbv The Eneimer)
Supplyand\rrlnngfor crcuit with 2r.5nun.sq, + lxl,srun.sq asECCPVC insular€d300/500
vohag€grade,singlecore,strEndedcopperconductorwire direcdyAorI|DB in 20 mn{3/4")dia pVC
16030s coriduitrcc€ss€din the wall columnandroofetc. asrequired.Complet€all in rcspecbasApprovedby
drcEngineer..(Bet4 PoloConduit/ Pakistancable,N€w AgeCableor equivalerfasapprovedby The
Lncineea
Supplyandwiring for pow€r socketswith 2x4rnn.sq+ lx2.srnm.sqasECC pVC insulat€d300/500
voltag€gradq singlecore,copp€rconduclorwire dircctly tom DB in 25 mn( I ")dia pVC conduit
16030y
Gcessedin the wall colutul androo{etc. asrcquiredCompleteatl in respects--(Beta,polo Conduitl
Pakisb$csble'New Age Cableor equivaleifasapprovedby The 6ngire€r)
16030x
Supplyandwiring for liglrt socketswilh 2x2,5mm.sqf lxl.snrm.$q pVC insutrted300/500vohage
grade,singlecorc,coppercorductorwire dircadyfiom DB in ?5 $m( I ,') dia pVC conduitrc€ssed in
thowall columnandroofetc. asrquired- Completeall in respects..(Beh, polo Conduit/ pakistan
cable,New Age Cableor equivalentasappro!.€dby The Engineeo
Supplyandwiring fiom switchsocketsto socketswith 2x2.5rnm.sq
r lxl.5mm.sq pVC insulat€d
300/500voltag€grade,singlecore,cop,perconductorwire directlyftom DB in 20 mm(3/4) dia pVC
16030x
condultr€c€ssed
in the wall colurm androofetc. asrequir€d.C4mpleteall in rcspecb..(B€h, polo
Conduit/ Pakist4 cable,New AgeCableor equivalentasapFovedby The Engineeo
supplyandwlaingFor Alr conditioning/powFrsockebof2x6mm.sq+ lx2.5Drm.sq,singecore,prr'C
iffillated 300/5& voltageg:rdq copperstraadedoonducrorwire dr'rectlyfodr DB iIl 25 nn{ I ) ,tla
l6030y PVCconduitrece$edin the \lall columnandroofetc. es.equirEd.Completein all respectsss
Approvedby the Engineer..(Bera,PoloConduit/ Pakistarcablq New Age Cableor equi!"lent 6s
4ptrro\Edbv The Eneineer)
POINT
POINT
5
Poirt
2
Point
2
Point
3
Point
/R
#,
lE!
\
Single-Stage : Two-Envelope
procurementof Works
FN
H
X
,'t
lat
v
(u*9tl
\l
ADB/ICB-M4-flA
Section4-BiddingForms
4-70
Addendum No.2
Constructionof National Motorway M-4 Shorkot - Khanewal SectionProject
ICB-M,I-IIIA: Shorkot- Dinpur Section(31 Km) (Km 119+200to Km 150+200)
BILL OF QUANTITIES
BILL NO. 8 : REST ARI-{
RATE(Rs.in Words)
andwiring ofsingle corePVCwire 450150 Volts gade asECCwith Powercablein pre-laid
conduitin approv€dmannerassholln in dmwingcompletein all respectsasApproveriby the
. (Pakistancable New Age Cableor equivalentasapprovedby The Engineer)
@re PvL/fY(rUU
iFble oI OUU/IOUOV aade m a.llkrndsofexrstinc or
pre-laidPVC conduitin approvednrarneras$Iown ih drawingcomptetein a.llrespectsas
by The Engineer..(Beta,PoloConduit/ Pakisbr cable,New AgeCableor equivalentas
4 core3smm'?PVC/PV(YCU
cable
4 core25mBrPVC/PVC/CUcable
4 corc l6mm, PVC/PVC/CUcable
4 core 10mm'PVC,?VC/CUcable
andlalng PVC conduitconformingto 85-6099and 85-3506includingexcavation,back
ing, pull boxes,insp€ctionboxe€,tees,bends,crosses,usingacc€ssories
for propers€alingofjoints,
roofslabs,Walls and underfloorsincludingcutting in valls andfloo$ asrequired,backfilting a.nd
goodthe cut caviti€swift cements8ndmortarall in approlEdmarmerassholl! on dmwings.
in all respectasApprovedby the Enginee..(Beta,Polo)
gang $r.]iche3 one or two way
cuting, fixing etc.andmakinggoodcompletein all respectsasrcquiredasaptrovedby The
Procurementof Works
ADB/lCB-M4- A
Sedion4-EiddingForms
4-77
Addendum No,z
ICB-M4-IIIA: Shorkot- Dinpur Section(31 Km) (Km 119+200to Km tS0+200)
BILL OF QUAIITITIf,S
RATE (Rs. in Words)
woREc
8D-
box completein 6ll resp€ctsasapprovedby The Engineer.(Clipcal,Legrandor equivalentas
socketunit with fancygangplatefixed on die fabricated,powdercoatedmetalbosrdrec€ssed
in $€11or columnincludingconnectionsasr€quir€d.Comptetein atl respectJ.(ClipsalVivac€
Supply,providing comectingandfixing I 5 Ampspolycarbonate
fl6merehrdant3 pin switchsocket
wilh frrcy gangplatefixed on die fatricated,powdercoatedmetalbo€rdrec€ss€din llall or
includiig com€ctions6sreguired,Completein all respects.(Clipsalrnake)
difriser, electrordcballas! and 28 watb fluoEscentTL5 tube rod cool daylight lanp as
Slim line completein all r$p€cts asApprov€dby the Engineer.(Philip6or equivalentas
,ite lampholder,refle.ctor,(import€d)
fitting completewith lx23v,stb CFL lamp,asper PHILIPS
No. FBH-145/1X23WPl,C. Completein all respectsasrequiredasapprovedby the Engineer.
fiting completewidr lx23wattsCFL lamp completein all respectJasrequiredas
InstallatiorLComectingandTestingof\r€ather Foof light IP54complete1dithelectronic
splajhproofc8sing,and I x 36 wattsfluorescenttlbe rod campletein all respcctsasrequir€(
approvedby The Engineer.(Philipsor equivalentasapprovedby The Engine€r)
ly, tnstaung,connecEng
ard tesfmg56' swEepceilingftn wrth ceilmghook ceiling rose,Fan
rnatchirgCI pipefor suitableher-gfi1
wiring up to tenninationpoint completein all respectsas
cablg,completein all respectresp€ctsasapprovedby tlrc Engircer.(GFC,Royelasapproved
Procurement
of Works
ADB/rCB-M4-|||A
4-72
AddendumNo.2
ICB-M4-I[A:
Shorkot - Dinpur Section(3I Krn) (Km I I 9+200to Km 150+200)
BILL OF QUANTITIES
RATE(Rs. in Words)
and constnrctionofTube wcll witl 7' dia boringinsralledwith 5" dia MS 14gaugeblind
st €r st'airer. The spacebetweerboring\{,BllandI{S pip€ rhall beflted wi& coarsesard l/8"
and3/8" tnax.in size. The tubevell shatlbe ins{alledwith a 4" dia 1.5K.W subme$iblepulnp.
1" dia G'IIDPE Pipe(PE-63)suctionpipeasper requircmentwirh r€dpectto gound rater tablg
PanelincludingCircuit brEaker,U/OVT reJayard plugs,PF improvementpanel,Sockets,
Pump shade/cover complete in all respect and as per the approlel ofThe Engineer. The length of
dependuponthe gound watertableand{,ater bearingstratawith a minimum50 ft
pumpis supportsl by 8mmstE€linsulatedwirq Powercablestnll be$Tappedwater
asshowDin drawhg.(KsB or Bituivalentasapprovedby The Engineer)
Set2HP Rating220 volts,50 clEl€selectricmotorrrith centiflrgal pumpcompatftlewith
suctionanddischargeI " x I', coupledon a commonbas€plate,foundatiol bolts, I , dia G.I
conn€dionsandrequiredbends,Sockeb,tees,unionsetc.,gatevalve,checkvalve,non-retum
foot valvc andstsainerat UGT sumplevel asper drawing ElectricstPanelincludingCircuit
U/OVT rclay ard pl'rgs,Socteb, PFimprovementpalet, RCCPumpshad€/cover,complete
all rcspectsand asApprovedby The Engine€r-(Golden,KSB or equivalentasapprovedby The
installatioD,conn€ctingandTestingof M{in PenelBoard IP54consktingof 14 SWGM.S
coatedOutdoo.floor mountedard suitablefoundationcompletewith all intemalwidng tags,
labels,TPN&E copp€rbusba$, transparentplasticshee!armoredglandr,consjstingas
additionallyconfGming/complying
with detailsasshownon drawingq completein all respecr
Approrcd by The Engin€er.(ABB"ttc, cE or Eqv.)
rcm0
Single-Stag€ : Two-Envelope
of Works
Procurement
ADB/tCB-M+tA
4-73
AddendumNo.2
Constructionof National Motorway M-4 Shorkot- Khanewal SectionProject
ICB-M4-IIIA: Shorkot- Dinpur Section(31 Km) (Kn 1191200ro Km f 5F200)
Bn,L OF QUANTITIES
RATE(Rs.in Words)
No. ED iBbllatiorL cormectingandTestingofDistribution Borrd- (prayer area) consistiDgof l6
M.S Powd€rcort€d indoorrecessed
typenounting front dooraccesscompl€tewith all internal
tagq identificationlabels,TPN&E copperbusbaIs,t'ansparedtplaslicsheet,armoredglands
asfollows additionallyconfoming/complyingwith detnilsasshownon drawings,compiet€
aI reslectasApprovedby The EngiDeer.(ABB,MC,GEor Eqv.)
I No. - I sAmpsT.P M@B 15KA circuit bre€ker
I No-- Volt Selectorswitch
Nos.andmtingsS.PofMCB circuit breaker
04 Nos.- 06AmpsSPMCB RCIoKA
03 No.- l0 Anps SPMCB RCIOKA
05 Nos.- 16AmDsSPMCB RCIoKA
t6070 Supply,installatioD,connectingandTestingofDbftibution Borrd- (Road
light POLE panet )
consistingof 14 SWGM.S Powdercoatedoutdoorfloor mountedandsuitablefoundation.w€ather
tr1looftrs4includin€ftont dooraccesscompletewith atl intemalwiring tags,identificationlabels,
Photose6or andmountingbracketofPhoto s€nsorfor Auto Switchingoflights, Magneticcontactors,
Fuses, TPN&E copp€rbusbars,tansparcntplasticshee!ormorEdglandsconsistingasfololrs
additionallyconforming/ c.mplying with detailsasshownon drawings,completein all r€Fpectas
Approvedby The Eryine€r. (ABB,MC,GEor Eqv.)
Procurementof Works
ADB/|CB-M4- tA
4-74
Addendum No.2
Consfructionof National Motorway M-4 Shorkot - Khanewal SectionProject
ICB-M4-IIIA: Shorkot- Dinpur Section(31 Km) (Km 119+200ro Km 150+200)
BILL OF QUANTITIES
No. 8D -
WORXS
insta.llation,
connectingard Testingof DistributioD Bosrd- (FI-rOODtight panct corsisting
14SWGM.S Powdercootedoutdoortloor momted andsuitabiefoundation.wealherDroofIp54
tont dooraccesscomplete{,ilh a.ttintemalwiring tags,identifrcationtahelqPhotosensor
mormtingblacketof Photosensorfor Aulo Switching Magn€ticcontactors,Fuses,TPN&E
busb€ts,transprrentplasticsheet,armorcdgla.ndsconsistingss followsadditionally
with debils asshownon dmwings,completein all rcsp€ctasAppro\€d ry The
I No. - loAmps FOURPOLEMCB 10KA circuir breaker
I No. - Photolight Sensorfor Auto
instrllationconnectingboring/excavatio[andtestingto lessthan I ohmofearthing setwith
dia 3 meterlong copperrcd encaed in 3" dia Pvc pipe loweredandbuied in the gound in 4'
boringin all typeofsoil !o watertablest rcquircddepth,placedcomected\vit} I x 70 mm q.
barec*-conductorfon g,oundr'Dg
rod to ea,-d?
testcolrperbsras earthoonDectingpoint The
cavityamundthe co$,er rod s.hatlbe filled with grobding €nharcemeffcarhpoundpack€d
all aroundthe copperrod for MDB g.oundingand lightningpotectior groundingcompletein all
asapprovedby The Engine€r.
, installtttonof 12" long2" wide 7r" thick (12"x2"x%")copp€rbusbsr as
The (ECP)shallbe completewith insulator,lvashers,nuts,bolts,mountinginstallationand
acoessories
asper t€clmica!speciicationandasper siterequirernentcornpletein all
Supply,installationandwidng of singlecore 1x?0nm sq.PVC copperwire 600/1000Volts gradein
PVC coDduitAom ECPto MDB asFCC conductorir spFov€drnamerasshovn in dmwing
in all rcspecisasApprovedby The Engineer.(Pakistan,New Ag€, FastCable)
i/c c€mentedfloor, insideI :4 plasteralld I fol ft RCC cowr flush on floor completein rll respects
Single-Sta8e: Two-Envelope
Procurementof Workt
ADB/rCB-M4-rA
4-75
AddendumNo-2
BILL OF QUAI|ITITIES
Itefi#
De$'iption.
BiI No. ED- ELECTRICAL JyORXS
Refertoporticulit speclfications(Baillit Ss)
SupplyandinstalldtionofIy."xl/3" copperstrip from top ofbuilding (lightninS- Spike)to ECp
r6090 E9r&ing Point includingbra$ saddleat I fr interval,bmssscrewetc.completein all resp€ctsas
Approvedbv The Enqineer.
Supplyerd installationon top ofbuiliirg I " dr'e$eter3t long lightlirg copperlod wj$ bal,ard five
16090
spikesfix on hesdcomplet€in all respectsasADDroved
bv The Eneineer.
ROA-DPolc ligbts
Unit
Quantiv
BN,
50
Rate(Rs.in
Fiqures)
RATE(Rs. in Words)
Amount
(Rs.!
Job
Supply& Instsllationof mild steeltubularswaged/welded
Rosdlight singlealm poleofoverali length
loMtrs having3 stepsand dim€nsionof 25Otl00x75mm& tubethictress G5-4mmr€spectivelyfor
fixing roadlight completewith I\4S. b€s€pla&having20mmthicknessard 300sqmmlongcuwed
bracketwith 800mmradiusfor ftoufiry tight fixn[e with all requir€dcivil $,orks(includingpCC
160509
foundationswhereverrequire.dns!€r rele\i"$tsbndardsandasper ioshrctions)with suiiabje
precautionsfor ensuringpreventionfom insectvvems,prop€r\aBterproof-terainationofcablesand
wirescompletedin a n€atard satisfBctorymannerincluding€€rthrod co,ppercladdedsteel2oonul
connectedwith polethroughRop€fuirccompletein ail respectasApprovedby The Engineer.
Job
2a
Supply,fixing and installationofRo€d lighting luminairesuitableon Polefor usewith High pressure
SodiumVapor250W light asPhilipsSGP338 SON-T 250w larnpinctudinghousingcumrcflectorof
deepdra$rr aluminunl powdercoatedin grey coltr outsideandsll et€ctricalacc€ssoriss
suchas
16050d
energ/eflicient co'pperb€llEstel€ctronicigniter,powerfactorimprovementcspacitorl)!c.,areprewired up to a tenniml block andmountedon a sp€ciallydesigneddetachable
gearplate.Conformance
to IP 54 prot€ctioncompletein all r€spectesApprovedby The Engineer.
Job
28
Supplyandfixing ofjunction box dust6rd wEatherproofgasket2somnx2mmrLyl 50rdh d€ep
nominalsizeof 16SWGthick MS slrcetcableloopingbox wirh the existingpolewith IUSclarnpmade
out of25mrnx3nm thiok flat iron with suitablenutsandbolb completewith hingedcoverandlocking
r6070 stiel,rse€nhshldsneoprenegasketsuitablefor polenount€d includingsupplyand fix-ug oneno 6
Amp doublepoleMCB carier with baseand4 wary60 Arnpterminalblocksuitableto recei!€ pVC
amored cablefixed on suihble sizeBakelitesheetbasEcompletewith connectionpaintingasrequired,
completein all respectss Approvedby The zuineer .
Job
2E
Job
28
Job
28.
Supplyandfixing of PVC pipe(classB) 40 run dia Nominal2.5 meterlengthalongthe lole or
16040 protectionofudergound cableasrequired(verticallengtl) asrcquircd,colnpletein all respectas
ApproledbryThe Ensineer.(PoloBeta)
Supply,Iaying,instalahoD,gsnding andtemitation of3core2.5Sq.rnmPVC insulatedcopper
flexiblecablel3mfies in lengthin hbular poleincludingglaDds,nuts,bolts,rcquiredaccessories
for
16030d
providingsupplyto the streetlighb asrequircdasapFo.v€dby Th€ Engin€€r (pakistai\ New Age
Cableor @uivalentasaDDroved
bv The Ensineer)
procurementof works
E
h
ADB/|CB-M4- A
4-76
AddendumNo,2
ICB-M4-IIIA: Shorkot- Dinpur SectionGf Km) (Km 119+200to Km 150+200)
BILL OF QUANTITIES
Itzm #
Descfiption
Unit
Qaantiry
Rate(Rs. in
Fiouresl
RATE(Rs. in Words)
Amou t
(Rs.)
BiI Na 8D - ELECTRICAL WORXS
tefer ta pErfraalartwiFcAioa{Buil,Cixgs)
PARKING AR.F.A.ILOOD Lighting
Supply& Installationofl-4?e mild sleeltubularswaged/welded
,SilverenameledRoadlight poteof
o!€iall length9M having3 siepsanddiaensionof 150x100x75mn& tubethickness654mm
respectivelyfor fixing rcad light completewith M.S. baseplate
having20mmthicknessand 3oosqmm
longcurvedb,racketwith 800mmradiusfor mountinglight fi*.re with all requiredcivil works
16050h
(includiltgPCCfoundationswhere.v€rrcquiredasper releva.ntstandardsandasp€r instructions)with
suitableprecautionsfor ensudngpreventionAom insectVverms
andproperuater proof-tenninationof
cablessnd wirescomplebed
in all satisgctoryrna.nner
including€arlhrcd coppercladdedst€€lZ00mm
conrBctedwith polethroughRopfiirc asapFovedby The Engineer.
Job
3
Supply,fD.ingand installationofRo€d lighting luninaire suirableon Polefor use\r.ith High Pre$ture
SodiumVapor250W light asPhilipsTango3 -T 250W lampincludinghousirgcumr€flectorofdeep
dmwnaluminum,powdercoatedin gr€ycoloroutsidesnd all electdcalacc€ssories
suchasenerg/
16050d
efficientcopperballas! electronicigniter,powq factorimprovementcapacitoretc.,arepre-wiredup to
aterminalblockandmout€d on a sp€ciallydesigneddetachablege€rplate.Conformance
to IP 54
protetltioncompletein all respectss Approv€dby The Engineer.(Philip6)
Job
4
Job
4
Job
3
Job
3
Supplyandfixing ofGI bracketsiher enameledpaintedon top the pole& on the roofbuilding for the
l60s0h installationofthe irt€gal flood light luminaireat 9 Eeter long pole6sr€quircdfor flood.toadlights as
re ired
supplyan.l lixmg ofJmctlon boxdustandw€atherproofgasket250mmx200mmxl
50mmdeep
iunctionboxnominalsizeof t6 SWGtlick MS shget€ble loopidgbox with the existingpolewirh
tr45clanp mad€out of25Bunx3nmthick flat iron with suitablenutsandbollscompletewith hinged
co!€r alrd lockingscrewsearthstudsneoprenegask€tsuitablefor polemountedincludingsupplyand
16070
6xhg oneno 6 A.rnpdoublepoleMCB carier with baseard 4 \asy60A + groundirgtemiral block
suitableto receivePVCsrmoredcableftted on suitablesizeBakelitesh€etbasecohpletewith
cormectionsiher ensmeled,lockabiecover,asrequile4 compleiein a[ respectas,A.pprowdby The
Supplyard fixing of PVC pipe sleeveof 40 nII| dia Nominal2.5 meterlenetl alongthe pole&
,6040 protectionofrnder€rclmd cabless re+ired, CoDplet€in a.llresp€ctsasapprot€dby TheEngin€er
.fPolo-Beta')
16030d
Supply,laying instsllation, gla$dingandterminationof3core2.5Sq-mmPVC insulat€dcopper
flexiblecable l0.5roh€6in lengthin tubularpoleinc glands,nuts,bolts,requiredacressoriesfor
providingsupplyto the lights asrequired.Completein all respectsasapprovedby The Engineer
,(Pakisfa&New Age Cableor equiva.ledt
asapprovedby The Engine€r)
Job
liupply, layrr& gladding temnation,testmg ard cornmissioning
ofthe followingsizesof600/1000v
drdc
pva
ihqrlcrdl
ahd PVa
rfi.rrlFi
'tfida,
ansr
<funia;
Single-Stage: Two-Envelope
7n-h
.6i*;'
^,-;-n^-,1,.8
16030d cableand4rnni.sqcoppercableasECC cormected
to groundingpit /ECP in 40rnmge-laid conduit
completeasrequir€dasper specifcationsasapprcvedby The zuitteer .(Pakisian,New Age Cableor
equirslentss alsroted bv The Ensin€er\
Rn
Procurement
of Works
W#
ADB/lC&+/t4-lllA
AddendumNo.2
BILL OF QUANTITIES
BILL NO. 8 : RXST AREA
fabrication,rnanufacturin&
supplyinsbllation,testingandcommissioningof 25KVA
I KV/4l5Vl23ov,impedence6010
or sp€cified/suitable
by IEC,DYN-I I , outdoorpowertransformer
BSSI TI,IEC-76or VDE-0532specifiqdonsincludingatl exlemalradiatingtubes,oil
fry/I-V porcelainbushings,conse ator , silicagel brcather,themomet€f,pock€twith
Omoadtap changer,importeddoublelloat buchljrolz rels%pressuereli€f ventand
valveslifting lugsetc.with all installatignandoperationaccessories
ard makingoil pit snd
relays,t€inperatwealsm & d€vic€s,andsepam&two gounding syster$sfor &utral and
gtoundwith 3mt copperroad ,CC foudstion as!,€r designand requiredasper siteas
andasdesiredby The Engineerincludingsubmissionof&€hnical sh€€t.(PELor
asapprovedby The Engine€r)
frbrication Jnanufa{turing, supplyinstallation,testingandconnissioning of PrimeDiesel
30 KvA(Primary) at 0.8 PF,4oovolts,tlEeephase4wiEjohz at I 500RPMincludingAVR
with ElectsonicPanelandswir,rheqtool kit, Day ftel tank 200ltrssnd €sseriialpiping qstern
transportalionat site ,havingall protectionsasmentionedin specificationandseparategrounding
with 3tr|tr copperro6dasapprovedby fie Engineerofthe following brands(SDMO Fmnce,
CUMMINS llK, MTSUBISHI Japan,CAT UIUUSA5F.eWLLSON UK)
p6nelfor DieselGenerato.50KVAincluding75A FOURPOLEMCCB breakerJimer rela's,
relay,Phasefailure relay, Auto start Auto Shutdownsysiernandtarsporhtion at site,as
somdproofcano,py(85d8 at lm) suitablefot the abovedieselgen€ratorsetasapFovedby The
ofRCC foundationwith Anti.vibrationpadfor rcplacelnerltofDG Sdtr€quiredasper
dimensionsasnrentionedin dmwing completein all resp€ctasapprovedby The Engineer.
TOTAL OF Bill No. 8D - ELECTRICAL
ffi
Singl+-Stage : Two-Envelope
Procurementof Works
ADB/rCB-M4-tA
Gonstructionof NationalMotorwayM-4
4-78
AddendumNo.z
IGB-M4J||A:Shorkot- Dinpur Section(31 Km)
(Km 119+200to Km 150+299;
BILL OF QUANTITIES
BILLNO.9:WEIGHBRIDGE
Bill No.
Description
BillNo.9A
CIVILWORKS
B i l lN o . 9 8
PLUMBING
WORKS
B i l lN o . 9 C
ELECTRICAL
WORKS
BillNo. 9D
EXTERNALWORKS
BillNo.9E
SSWIMSCALEWORKS
AMOUNT
(Rs.)
Total
Single-Stage
: Two-Envelope
Procurement
of Works
ADB/ICB-M4-uA
4-:79
Addendum
No.2
Construction of National Motorway M-4 Shorkot- Khanewal Sectionproject
ICB-M4-IIIA: Shorkot- Dinpur Section(31Km) (Km ll9+200 to Km tS0+200)
BILL OF QUANTITIES
BILL NO. 9 : WEIGH BRIDGE
RATE(Rs. in Words)
oompaotion(AASHTO Modified) and disposal
Material consistingofaeolion, alluvial, residualmaterialconsistingofgavel, $hale
Ioam,san4 olay or ary combinatiodof the6€material,alteredor weathermaterialand bouldorstesstha'l
Earth frling, brck tilling in plinth, Columnr footings, wall foolingi enil rny oth€r foundations.
moiste[iDgto optimuln moisfur€contentvith mechanicolmeansin 6" laygrsfrom tbe nanrralground
proctor) includhg moisteningto optimum rnoist{re contert with mechanicalrneansin l
requirement6ofspeoifications and frrmish guarantesthat the buildings shall be free from termites,wood bores
othe! pe$ts,which causedaarageto wood and otherorganiomEterial,foi a period of l0 yearstom the dateof
Concret€ (l:4:8) Class 'E Cylirdrical CompressiveStletrgth fc= 1400
requiredl€veling and curing etc. complet! in all rospeobasper drawings,specificationsand all jo
(I:2:4) Class rC Cylitrdrical CorDpressiveSfreDg& fc= 3000 psi excJudi{gsreel,rd iti bending
including shuttering.ent€riry aod its binding asin foundation,columqparapitbeam,mpping for parupet,
doorjumbo and projeotions etc. as per &awing and specificationsed asdirectedby Engin€cr
Coarilg 2 coatsofBitumero.4lbltr (o.2tb/ftW coatof40/60gade)all buildsurfacas
of
Pli!ft bcarnsidesexposedto earth,top sudaceofPlinth beaE a||d Colum exposedto eafthfill in
and Iying lll2"
DPC cast in siht using Fine Sandmixed with any approvedwaterprooing aged
zrd layjng ofPolytherreSleet 500 gauge(0.005") thick pri4re qualiry laid over stoaesolitg &,r
Procurement
of Works
ADB/lCB-M4- tA
Sedion 4-Bidding Forms
4-80
AddendumNo.2
Construction of National Motorway M-4 Shorkot - Khanewal SectionProject
ICFM4-IIIA: Shorkot- DinpurSection(31Kn) (Km 119+200
to Km 150+200)
BILL OF QUANTITIES
BILL NO.9 : WEIGHBRIDGE
RATE(Rs.in Words)
Layin& compaatingatrdblooking 4" thick StotreSoti{g with 2. do.}rngaugegradedStoneBta6twiitr
dust filli[g arld fitre sandaggregatesover prelaidand prEcompaqted
fitl, ba.kfill asper specification.
Classbumt Brick mrronry work with cementsandmortar i/c curiag etc. corrpleteir all r€spect ,
l:4 cernentsandmortarwir.h deepsluck pointing (horcd Joht by uslng l0rnm rcund bar to
halfgrout heck) both horizortally and v.rtically only on oute. wall surho€ of the buitding asper drawing
9' thiok Wall with I :4 ceinentsandmortar in o.dinary finish.
4.5' thick Wall with 1.4 ceme sard lllortal i$ ordiirary finish.
% inch thick on walls c4lumns,Ceilins includins floating coat under
i. On hternal dd Extemal Wallvcolumns with l:4 oernentsed monar
ii. Or Ceiling witl l:3 cemeDtsandmortar
iii. Providing applyingAluminum Wire MeshunderPtasterincluding ComerBeads,
htemal (plasticemulsionpaint) 3 coatstom r€putedmanufacntrerrs p€r specificationin alproved manner:
Extemal (weslh€rshield Pai ) 3 coatstrom reputedmanufacturerasper spgoifioationin approvedmanner:
l:3 cernetrtsaodmortar ircluding approvedcolour pigment moking outjoints! providing goove both verticat
oudng clearfng stagingand scatroldingetc. completEin all r€spects4sper drawingsspccifioations
asper specrtcatronsincluding natling/screwiDgasapFoved by the
l:2 oerneotsatrdmortar bed with approvedPorcelainBonding rnaterialand floating coal ofcam€ot and as
16"x 16" Pre-Polished
Providing ard laying 3/4" thick prime quality Prkistan prrtino or equi,v".lent
with borderPrePolished
titc for flooring i/c finishi$g oryerbed of 3,/4"thick l:2 cemeots€ddmortr asshonlt iD dravings in
mmnu, asper specificationsaod asapp.ovedby the ProjectManager.MARBAL
Procurementof Works
ADB/lCB-r\44-lllA
*it
4._€1
Addendum No,2
construcfionof NationalMotorwayM-4 shorkot- Khanewalsectionproject
ICB-M4-IIIA: Shorkot * Dinpur Section(31 Kn) (Km 119+200to Km lS0+200)
BILL OF QUANTITIES
BILL NO.9 I WEIGH BRIDGE
and layirg ofpdme quality, local makg 5nm thick or moreglazed
white cemeft and pigmerf ovor 3/4" thick beddingof 1:2 csmetrtsandrnortari/c finishing completein all
and laying 8-9mm thick prc polished5'-6,' wide x 16,'long porc€laintile for skirting ss shownin
with approvedquality tile boding malerialasper sp€cificationsand asapgoved by the prqi€ct
and layirE U2' thick 6"x12" P(EPolist!€dMosaictits fo( skirting fix with cem€ntsard $rofiar (:2 as
in drawing and approvedmarmerincluding finishing completein all respeotsard asapprovedby the
and layiq ofpdne quality 12" thick 6,'x12" Pre potishedMarble tile (pakista$Darlinoor equivatnt)
skif.ing with l:2 cememsandmo.tar assho$n in drawingsin approvedmannerasper specificationsi/c
prime quality,looal make,5ffd thick o. high€r q€rarnictilsr for dadoo. skirtitrg asshol{n in drawing
with vater proofing agcntlaid ov€r l" mud plasterwithout Bhoosa,over 3" to 2,' earth,ovff polythyne,
1" high densityrhermopore(Poly Uretlene) sheet(tongueand g.ove),ove!polythyeneover 2 coatsofhot
primiDgcoat over RCC Slab campletein alt respectasshowlLin drawingand asapplovedby the project
hingeslocatiols, 3 hold-flst eachside filled with 3000 psi concreteerout i/o 3 coatsofpaint andpr€p€ring
at hilg€s looations,3 hold-fdsteaohside filled with 3000 psi conoretegrout i/c 3 coatsofpaint and
Procurement
of Works
ADB/|CB-M+tA
ICB-M4-IILA: Shorkot -Dinpur Section(31 Km) (Knn119+200to Km 150+200)
BILL OF QUANTITIES
Deodarwooden n"amingI l/8" thick with 6" wide top rail, 6" rryidemiddle rail .nd 9" wide bottom rail
5mm thick plessedteok ply with impr€ssio designon both side i./c I 1/2" x 3/8" deodarwood lipping all
thc shutter, with 9" bottom rail , 8 " wide lock rail& 6" wide top raiyc brss hinges(4 No6.),att frtting
polish 3 coarsand door handles,importedhandlelock ard tower boft etc. completein oII r€spectas show
Stile, 16 SWG 8" bottomrail, l-ll4" x 16 SWGMS l,ouvels weldedto stil€, ircluding pollstfene insulation
in stileq hold fast, hidges,all hardraft fiftings ofprime quctity, includiry 3 codtsofc$anel paints,locking
(h€aty duty sliding bolh), complelein all respectas sholln on drawingand asapprovsi by the
and fixing of glazcdAluminum Windowsofatbdized brclze (15 micron) cotourpetly fixed at|d
partly sliding using delux€sectionshavitg framesizeof l00mm x 20rnm(4,'x3/4,) and loaf t'ame s€otionsof
50mmx 20fi8n (2"x3l4'), all of 1.6run &icknessincluding 5mm thick importedrefl€ctedglasswith rubber
using approwd sta.ndlfdlatches,hardware,etc. assholln in dmwing and asApprovedby the Engineer.
Panel,Mercury glasswith m€tElinsectsc.eenwith aluminumfiamg.
and fixing Alrtldnum Ventilaior of top hungsdarcdized 05 lnicl.on)brotze having fi'amesiz€ I
x 20rim high x 1.6mmthick sectionsiooluding 5mmrhick importedsolar reflectivetinted glasswilh rubbe.
tsing app'rovedst rdard liatches,haldw6e etc. assho$n in drawing alld asApprorcd by tle Engineer,
and Fixing of Security G ll in window inoludirg 12,,x1" steelhtbe fiame having 1/8',wall thicloess
to walls with U4" dia conqet€ anohorsasd 12"x1/2" steelbarsvertical and horizontalwsldedto steel
6:ameasshorn on drawing i/o pahtirg 3 coarscompletein all rEspecta[ld as approvedby the Engineer.
and fixing in positionKitahen WoodenCabinetsconsirting of l-l/2"x1-I/2" rhick Deodarwood frame
3/4" thiok both sid€sl@inared Vinbood boxing selve€,shutterswith bestquality fittings, all hardwEre,
handles,
hinges,complete
in all r€cpscts
asp€rdesi$ arlddrawingandasApprovedbythcEngineu.
and laying of 1" drick Marble slabon Kitchen oount€f,ai shorn in
Procurement
of Works
ADB/tC8-M+tA
Sedion4-BiddingForms
4-83
AddendumNo.2
ICFM4-IIIA:
Shorkot - Dinpur Section(31 Km) (Km ll9+200 to Km 150+200)
BILL OF QUANTITIES
BILL NO. 9 : WEIGII BRIDGE
Item #
Descriptior
UDit
Quantity
Rate(Rs.in
Fiouresl
Amount
{Rs.)
RATE{Rs. in Words)
Bill No.9A - CIVI WORKS
Rcferto particular$pecilicatioDr(BuildingsIll
B
i) P.oviding and fixing ofcolkpsible SecurityOate(ScissorTyp€)rDadeof2,'x3l3. steelbar at fop vertica,sreel
channEl3/4" x 1n" x U2" x U8" at 4" c/c (approximately)ste€lflat orosses518' with best quality rolle. at top of I
1/2" diameterrun on top steelbar altd l-U2" x 1-l/2" 3/16" argle at each$ideanchoredto substrateinoludiig
tlEeehold fast per side,steelpins ard spac€rs,12" long handlg locking arrangernentiDsideand out side,3 coats
of paifiing of blackjapan enamel€4oomplgtein all respectsasshownin drawingand approvedby the Engn€er
sq.m
17.00
ii). hoviding and fixing ofHiryed Seou.ityGareConsistof l-lr,,x1-l2"xl/8'
steeltube at top, middle and
bottom,vertical ste€lIlats l-lD"xl/4" ad3" clc (qproximately) steeltat orosses1-l,2"xl/4' including threehold
fast per side, 1?" long handle,locking arangementilsids and out sidq 3 coarsof paintirB ofblackjapan
e aneled, conrpletei$ all lespeclsassho!'n in draving and aDprovedby the Engine€r.
sq.m
4.00
TOTAL OF Bill No. 9A- CIVIL WORKS
Single-stage: Two{nvelope
Procurementof Works
ADB/tCB-M4- lA
ICBM4-IIIA:
Shorkot - Dinpur Section (31 Km) (Kn 119+200to Km 150+200)
BILL OF QUA}ITITIES
BILL NO.9 : WEIGII BRIDGE
RATE(Rs.in Words)
to particularspecifications@uildings)
volumeIII-B
r CIo6€qEnglish, prime quality, In viheous china olay, Lalge sizewith Porcelair P-fiap , I
low level 12 li&rs flushing oiste.rl Ball BTe non conosive siphon valve, float valve,
PVC dlain pipe atl in prime quality local makeas approvedby the ProjeotMamg€r.
Clo6et, Pakistari Orissq, p.ims quality, In virreouschida clay, Largesizewith Cas'tlron
, plastic body 1owlevel 12 liters flushirg cistem, Ball type non conosive siphon valve, float
flush handle,PVC drair pipe all in prime quality local makeas approvedby the ProjeotManager.
pipe for wasteand s€wagelrtemal drainagesystcrn,
including brdnohes,bends, Ys, tees, fitting clsrBps, specials,cuttilg in floo$, walls
gooq €xtra painting oo pipe to match the color ofthe building inoluding testing complete
laying cutting jointirg, testing and disinfecting PPRC Pipelino in tredchevwalls,
joints all pipe specialslsing PPRCpipes of DIN 8077 & 8078 .ating PN 20 complete in
ing, laying, cutting jointin& testingand disiffecting C.L pipeline in trenches,with so{
C.L pip€s of B.S.S, 1387-1 7 complete in all respects,with specialsand valves.
trap with RCC covor,CernentConcIE&chambersize 6'} 8\6" de€pin smoothfinish inside
vilh 3" casthon P
aIId Fixing Wash held b6in lvilh pedestalin approv€oolor prime quality including
b(acket set w'sl€ pipg waste coupling complete itr all lespecb as Approved by the
for WashHand Basin are:
Walcr Mixer or Farcet for basii/sink completein all respect
Procurement
of Works
ADB/|CB-l\4+lllA
,F85
AddendumNo.2
ICFM4-IIIA: Shorkot- Dinpur Section(31Km) fKm 119+200
to Km t5tF200)
BILL OF QUANTITIES
BILL NO,9 I WEIGH BRIDGE
Item #
Descriptiotr
Unit
Rate(Rs.in
Fiquresl
Quantity
ftATE(Rs. in Words)
Amount
(Rs.)
Bill No. 98 - PLUI\DING WORKS
Referto particularspecifications(Buildings)
volumem-B
8
9
l0
l2
l3
t4
I6
17
l8
Pmviding and Fixing of b€st quality importedlaokhg Glass5 mm thiok (size 22" X 22i) includin!
costof fitting asApprovedby the Enginee..
Providing and Firfug of approlEd prime quality plastic body Bath Room Accessoriesincluding cast oj
fuing aJApprowd by the E gineeriDclud;ngforlov;
i- Towel Rail
liilqap Dish
iii. TissuePaperHolder
P.oviding and fixiry PVC floor hap 4"X3" with concretechamberall a.outrd and 4" pVC gratint
conplete ilr all r€speotsasApprovedby the ProjectMaftge..
Providir\gaod flying of500 GallonsFibre GlassOvefi€ad WarerTanlg 3 ply, 3.5mmwall thiclaress
wilh Supporton 4" thick concretepad completein all respectsi/c making connectionsasshownin
dmwing a{d asApprovedby the Engineer.
Nos,
3.00
NosNosNos.
5.00
3.00
5.0
Nos.
12.00
Noe.
2.00
d 2" di?
b) t 112',dir
Nos,
Nos.
6.00
6.00
a) 2" dia
Providing dd fixing of plastic body plime quality Muslim Showerircludiag PVC flexible pipe ana
CPPowdercoaredDouble Bib Cock asApprovedby the EngneerProviding and fixing of good qua.lityCP/Polvdercoated l/2, dia Bib cock approvedprime quality a
shonn in &a{ing and asApprovedby t}reEngiaeer.
Providingard fixing U2" dia CP,?owderCoatedStop cock approvedprime quality asApprovedby th(
Engircer.
Nos.
4.00
No6
5.00
Nos
5.00
Nos
14.00
No'
4.00
Nos
2.00
Providing and fixing brassvalves with wheevhandlgthreadedcnds all in premiumqua.litylocal mak(
in hternal diameterasfoloris:
Providirg and fixing of goodquality brassnon retlm valve with male artdfernaleends
hor.iding and fixing of Sfe€l body prime quality Shower Rose including dstachablelid pipe ar
ApFoved by the Engin€€r.
hoviding and fl\ing €pprovcdquality stainlesssteel sibk 33. X 18, prk made completewith angl(
hon brackeb fix into walls,l/2" chromium plated sink faucet,l-l/4i clromium ptaled brasswast
coupling unionsand PVC drain pipe, ooorpletein all r€spectand ApFoved by the Eigiaeer.
Procurement
of Works
Ki-$
MP
ADB/tCB-M4{tA
4-86
AddendumNo.2
ICB-M4-IIIA: Shorkot- Dinpur Section(31 Kn) (Kn lf 9+200to Km 150+200)
BILL OF QUAI\TITMS
Item #
Description
Unit
Quantity
Raie(Rs.in
Fiqures)
Amount
(Rs.)
RATE(Rs. in Wordsl
Bill No. 98 - PLUMBING WORKS
Refer to particular specifications(Buildings)voluDe III-B
l9
20
2l
22
Providingand fixjng Roofdrain as sho$n on d.awirgs
Providing and fixing approvodpfme quality Gas Bumer with Triple Bum€r stainl€ssste€l body witl
atl iitule, PVC gaspiping vork npro specifiedlocation in kitcheq completain all respectsincludiq
makirg connectionand asADDrovedby rhe Ensineer.
Providing insraling; t€sting and commissionilg gas geyse. Singer or Caflnon make iDcluding al
n€cessary
valv€sed fittingF, cormectionto servicesand drainscompletein all rcspects.
AS PERDRWAING
Providing and fxing of 3" Dia PVC Class-D Raiir Water Down pipe with shoe, bends in Ductt
including clairps, hold fait as rsquired wittr th€ p.ovisior ofclean out, campletci(l all r€spectand a.
Approvedby the Engineer,
no
12.00
N06
2.00
NO
2.00
Mt
37.4Q
TOTALOF Bitl No. 98 - PLUMBINGWORKS
Single-Stage: Two+nvelope
Frocurement
of wgrks
ADB/ICB-M4- tA
H7
AddendumNo.2
ICBM4-IIIA: $horkot - Dinpur Section(31 Krrr) (Km 119+200to Km 150+200)
BILL OF QUANTITIES
BILL NO. 9 : WEIGE BRIDGE
Ilcm #
Desaription
Unit
Rate(Rs, in
Quantity
FidurEsl
RATE{Rs. in Words)
Arnount
lRs.l
Bill No.9C - ELECTRICALWORKS
Rder to pafliculrr rpecifications(Buildings)
Ihe rate fo. all BOQ item shall includeproviding, oonsnuotingfabricating frxing. executing,applying as applicableand additionatlyas
)therwisestatedagainsttlle specific items shall inatudeall marerials,labo!, €fforts, Flsnt ard €quipsE$t, ca$plete i$ all respectsb
asp€I
drawiigs, approvedsho,pdmwings,sp€oilications,asper NEC, NFPA ?0 & NEMA, vdious appticablestipulationsof the contractdocumenB,
miscellaneous
details,asper instructionsand as directedby the Engineer.All samplesshall be procuredand providedby the oontractorat his
rMl costfor approvalby tle Engi4eer.
Supply and wiring for light & fan with 3xl.5mm,sq single oore, PVC insulal€d shanded copper
conductorwire in 20rnm (3/4") dia PVC conduit rcc€ssedin the wall of column, roof etc. requircd
16030t
Point
oompieteir all respectsasApproved by the EDgirreer.(Beta
.PoIo Corduit / Pakistaq N(,w Age Cabl
or equivalentss aDDrovedbv The Ensineer)
Supply and wiring for circuit with 2*.5Em-sq, PVC insulated 300/500 voltagegrade,singe core
standed copp€r cotrductor wire directly toIn DB in 20 mrn(3i4,') dia PVC oonduit includin!
16030s lxl.smm.sq cable as ECC rcoessedin the wall column and roof etc. as required.Camplete all ir
Point
respoctsas Approvedby the Engineed-(Betq Polo Conduit / Pakistao,New Age Cable or equivaleo
asaDDroved
bv The ErEineer)
Sup,plya4d wiring for light socketswith 2x2.5mm.sqi lxl.5m!,sq PVC insulated300/500 voltag(
grade,singl€ core, copperconductorwile dirEctly fiom DB i'l 25 mm(l',) dia PVC colduit rec€ss€(
16030x
Point
in the wall oolunm alrd roof etc. as requirEd,Completeall h respects.(Bet4 Polo / Pakistan,Nev
Ase or equival€trtasaDorovedbv The Etrqin€erl
Supplyand wrnng for pow€r socketswith zx4nm.sq + 1l2.5mm.sqPVC insulatsd300/500voltag(
gadg single core,copp€I coaductorwire diroctly from DB in 25 rnm(l ")dia PVC conduit recessedir
I6030y
Point
&e wall column alld roof eto. as rEquiredcomplet€all in rcspects. (BeA pob / pakistan,New Ag(
cableasaDprowdbv The Ensineer)
Supply and,{,vrrmgftom swilch sock€tsto socketsoifll2x2.5mtlsq + lxl.smm.sq PVC iisulate(
300/500voltagegradq singe cor€,coppef,cotrductorwire directly fiom DB in Z0 nm(3/4.)dia pVC
16030x
Point
conduitrccessedin the wa.llcolr@n and roof etc. as requircd.Complerea.llin respects.(Beta, Polo /
PakistaqNow AsE cableasaDDrovedbv Th€ Enaine€r)
Supplyand lvifllg Frx Alr conditioning powersooketsof2x6mm.sq + 1x2.5mm.sqsingle cor€,pVC
insulated300/500 voltage gr.de, cop,pe.strandedomductor wire directly fiom DB in 25 mmo")die
160302 PVC a$duit recessedin the wall columa and roof etc. as required. Complet€ itr all respeotsas Point
Approvedby the Etrgineer.(Beta, Polo / Pakistan,New Age ca$le or equivalentas appIol€d by Th(
Ensircer)
Procurement
of Works
78.00
9.00
5.00
5.00
16.00
5.00
-/4i-
ffiI
tuvd
ADB/ICB-M+IIIA
Sedion 4 - BiddingForms
4-88
AddendumNo.2
constructionof NationalMotorway M-4 shorkot - KhanewalSectionproject
ICFM4-IIIA: Shorkot - Dinpur Section(31 Km) (Km ll9+200 to Km 150+200)
BILLOF QUANTITIES
BILL NO. 9 : WEIGE BRIDGE
to particularrpecilicdions(Buildingr)
aod wiring of4 core PVC/PVC/CU cable of 600/1000V gade in afl kinds of existing
prc-laid PVC oonduit in approvedmanaer as shown in draring complete in all rcspecls
by The Engineer.(Pakistan.New Age cabl€or equival€otasapprovedby The Engineer)
4 core25mn'PVC/PVC/CU cable
4 coro l6mn': PVC/PVC/CUcable
4 oore lotnl|f PVCYPVCyCU
cable
4 core 6mm'zPVC/PVC/CUcable
and wiring of single core PVC cable 450150 Volts gradein pre-laid pVC conduit as
power oablein apFoved manaeras shown ir drawirg completein all rcspectsas Approved
Enginecr.(PaLjstan,New Age cableo! equivalentasapprovedby The Engineer)
€11dlaying PVC ootrduitconformingto 85-6099 and B5-3506 including exca@tion,
pull boxes, insp€ctiotr boxes, tees, b@ds, cross€s,using &c€ssories fo. propeasealing
in roofslabs, Walls a'rd uniler floo6 for power cabl€eincluding cutting ir walls and floon
back filliry and flMking good the ftt cavitier with oenfnt sand mortar all in
assho\r! on dmwings,completein all rerpcot asApprovedby the Engine€r.(B€ra"polo)
gangs*ltches one or two way wilh Plasdcback box
cutting, frxing etc. ard msking good completein a.ll respecbas requirEdas approvedby
Procurement
of Works
ADB/tCB-M4j A
Sectior 4-BiddiDgForms
4_89
AddendumNo.2
Construcfion of National Motorway M-4 Shorkot - Khanewal SectionProject
ICB-M4-IIIA: Shorkot-Dinpur Section(31Knl) (Km 119+200
to Krn l5(F200)
BILL OF QUANTITIES
BILL NO.9 : WEIGH BRIDGE
Item #
Description
Unit
Quantity
Raie {Rs. in
Fiouresl
RATE(Rs. in Words)
Amount
tF.-'l
Bill No. 9C- ELECTRICALWORKS
Ref€r to particulrr specilicrtion(Buildirgs)
Supply, installatiorl connepting and Testing of Prime quality fari dimmer with switch witt
16020h plastic/Pvc baok box oompletein all resTectsas app.ovedby The Engineer.(Clipsal, trgrand ot
Nos.
13.00
Nos.
22.00
Nos.
12.00
Nos.
7.00
Nos,
3.00
Nos.
12.00
Supply, InstallatiorLConnectingand Tedting of vreatherproof light IP54 completewith elechoni(
16050d ballast splashp.oofcasing, and I x 36 wattj fluorescenttube rod cornpletein all r€spectsasrequire(
asapprovedby Th€ Engine€r.(Philips or equivalenras approvedby The Engineer)
Nos.
3.00
Supply, instdling connectingerd testing 56" sqEepc€iling fan with ceiling ro6e,ceiling hook, Far
16060e Box, matchirg CI pipe for suirableheight wiring up to t€mination point completein all r€spectsa!
apqoved by theEngineel (GFC!Ro)aalor equivalelt a5approvedby The EDgineer)
Nos.
13.00
squir€lent as aDDovedbv The Eneineer)
Supplt installation, oonnecting and flying 13 Amps polycarbonde flame retardant 3 pir
Multipurposeswitoh sooketunit with lhncy garg plat€ fixed on die fabricated,powder coatedmeta
16020c
boardrso€ssedin wall or column including connectionsasrequied. Completein all respects.(Clipsa
Vivace Intl Sdcket)
Supply,providing, conne.tiry and fixing 15 Amps polyoa$onatellarne retlrdant 3 pin switch socke
un;t with fancy gang plate fixed on die &brioat€4 powder coatedmet l board recessedin wall or
16020c
column including conneotionsas rcquired. Complete in all res-'pects.(Clipsal or equivalent ar
aDDroved
bv The Ensin€er).
Supply, Dstallatorl comectrng ard Testing of fluorescerf tube light fitting fixture, 4' length witl
frame, diffEer, electronic balast, arld 28 walts fluoresc€ntTL5 tub€ rod cool dry light lamp at
16050c
Philips TMS2I5 Slim li e complete in all r€sp€ctsas Approved by the Bngineer. (Philips o
eouivalentas aoDrovedbv The Ensin€erl
Supply, Irstqllation, connectiry alld T€stingof tx23w recessedg?e Enetg/ SaverDoftn Light witl
Bakelite lamp holder, rofleotor, (imponed) ftting complete with 1x23wafb CFL lanrp, as po
16050e
PHIIIPS Caf. No. FBH-145/ld3 W Prc. Completein atl rcspectsas requiredas app.ovsd by th(
Ensine€r.fPhilim or eouivalentas aDDroved
hv The Ensineer'l
Supply, Installation, connecting and T€sting of lx23w liall moufied bulk head lamp holder
16050d ,reflector,(inported)fitiry oompletelvith lx23watts CFL lamp completein all respectsas rcquir€.
asaDDrolEdlw the Enpirce.fPhilios o. eouivalelt aqannrrled hv The Enpifterl
Supply, rnstalling cond9ctlngal|d Testing ofelectric Exhaustfaq including metal louv€rs,ON/OFI
rwitc,4 oableincluding met l louvers complet€io all respectr€spectsas approvgdby the Engineef,
r6060d (GFC.Ro'vElor equivalentas aDDrovedbv TheEnsin€er)
iii. 12"MetalBody
iv. 18" MetalBody
SiDgle-Stage,' Two-Enwlope
Nos.
Nos.
Procurementof Works
9.00
-,
1.00 //1./
\\
\'/o\\
M
ADBIICB-M+ tA
constructionof NationalMotorwayM-4 shorkof - Khanewalsectionprojecf
ICFM4-IIIA:
Shorkot - Dinpur Sectiou(31 Km) (Krn ll9+200 to Km 150+200)
BILL OF QUANTITIES
Btr-L NO.9 : WEIGH BRIDGE
Item #
Description
Unit
Qutntity
Rate(Rs.in
Fiouresl
RATE(Rs. in Words)
Amount
{Rs-l
Bill No. 9C - ELECTRICdL WORKS
Referto particular spe.ilications(Builditrgs)
suppry, mstatmg connectng and t€stl4g of 45Qn (18) sweep wail btactet fan corDpleleqifl
blades,housirg, regulator & pulling cord switch, fitted on wall or column with CI clip irctudinE
r6060d
Nos.
co leotio! as requiredincluding metal lowe$ completeh all respectas apFoved by Th€ Etgitreer
(GFC.Royal or equi€lert as aDDroved
bv The Ensircer)
Tubewell
rrsyrarng ans Lursmtcron or I uoe w€lt wru / ctu bonng nrsfalkd with j', dia MS 14 galge blinc
pipe, ste€lstrainer.The spacebEtweenboring wall and MS pipe sha.llbe filted with coarsesand l/8'
mm. and 3/8" rnax. in size. The tube well shall be i[str ed witl a 4" dia I.5 K.W subm€rsiblepump.
l" dia GyHDPE Pipe (PE-63) suction pipe as per rEquiremeDtwith respoctto grotmd Nater table.
t 6 1 2 0 Elechical Panel including Circuit breaker,U/OW relay and plugs, pF improvernentpancl.
Sockets. Rft
RCC Pump shade/covercompletein all respgct€rd as per the approvalof The Engineer.Th€ l€ngdl
0f stain€r will dependupon the ground water table and water bearing strata with a minimum 50ff
length-Subeersiblepump is supportedby 8mm 6te€l insulatedwire, power cable $hall be wmpped
\ryaterpioof tape as shown in drawing(KsB, GOLDEN pLtMpS or equivalent as approvedby The
E ainee/)
hoviding fixing, connectingaod testi[g of (as per manufaoturerrccomrnendations)AC single phasr
PurnpingSet 2HP Rating 2?0 volts, 50 cycleselectrio motor with cenhiirgal pump compftible witl
motor, suction and disohargel'x [", coupl€doDa cornrnonbaseplale, foundationbolts, l,' dia G.]
Piping comections and requiredbends,Sockets,tees,unionsetc., gatevalve, oheckvalve, non-reutrn
16120
Job
lalre, foot ralve and strai[er at UCT sumpleve1as pe. drawing Eleotrical panel inchding Cirouil
brcake!,U/OVT relay and plugs, Sockeq PF improvementpaqel,RCC purop shade/cov€r,completa
in a[ r€speotsand asApprovEdby The Engineer.(KSB, GOLDEN pUMpS or equivalentaj aDDroved
by The Engine€r)
4.00
125.00
I.00
DistributionBoards
Slngle-Stage: Two-Envelope
Procurement
of Works
ADB/rCB-M4-tA
Sedlon4-BiddingForms
4-97
AddendumNo.2
ICB-M4-IIIA: Shorkot- Dinpur Section(31 Krn) (Km lllr200 to Km 150+200)
BILL OF QUANTITIES
BILL NO.9: WEIGHBRIDGE
RATE(Rs.in Words)
to particular specifi.itioua(Building!)
installation, coDneclingaird Testing of Main P{rcI Boaril consisting of 14 SWG
cosled indoor floor mountedand suitablefoMdation complet€with all intemal wiritrg"
identifioarionlabels,TPN&E copperbus ba$, h'arsparcntplastic shee! armoredgdds, consisting
additioDally clnfonning/complying wfth daails as shovn on drawings, {rompletein
asApprovedby The Eryineer. (ABB, MG, E or Eqv.)
16070
, installatio!, oonnectirg and Testing of Distributiotr Board- {BuildiDg I ) consistingof
M.S Powdercoatedindoor rec€ssedtyp€ mountingftont door accesscompletewith all
tagq identificatioDlabels,TPN&E oopperbus bars,tcansparcotplastic sheet,rrmored
as follovs additionally codoming/complying with daails as shorm on
h all respectasApFoved by The Engineer.(ABB, MG, cE or Eqv.)
Procurementof Works
ADB/tCB-M4-tA
Section4 - Eidding Forms
AddendumNo.2
ICB-M4-IIIA: Shorkot- Dinpnr SectionGf Km) (Km 119+200to Km 15tI+200)
BILL OF QUANTITTES
RATE(Rs.in Words)
to prrticllar
sp€cificalions(Builditrgs)
Supply, installation, connectingand T€stingofDisbibutioD Boerd- (Building 2 ) consistingof 1
SWG M.S Powdercoaledindoor recessedtype rnouditrg ftont door accessconplete wilh all
tags, identification labels,TPN&E oopperbus ba$, trarsparentplastic sheet,armored
cotrsisting as follo$s additionally confoming/complying with rhtails as shown on
coD+ld€ in all r€spectasApFoved by The Engin€er. (ABqMC, GE or Eqv)
No. - 3oAnDs T,P MCCB 15KA circuit brcake.
I No. - Volt Selectorswitch
and ratinesS.PofMCB circuit breaker
Nos.- 06AnDsSPMCBRCI0KA
No. - l0 AmDsSPMCB RCI0KA
Noa.- 16AmDsSPMCB RCIoKA
Nos.- 20AmDsSPMCBRCIoKA
, installatiorl cont|eciingand Testingof Disftibution Board- (Cotrtrot Room) oonsisting
16 SWG M.S Powder coatcd indoor recessedt'?e mou iry fiont door arlc€sscorxpleterrith
viling, tags,identificetion labels,TPN&E co,pp€rbus bnrs,transparentplastic $h€e!
consistingas follows additionally confo.Eitg/complying with details as shown on
in all respecta$Alproved by The Engircer. (ABB, Mc, cE or Eqv)
I No. - 3oAmosD.P MCB l5KA circuitbroaker
I No- - Voft mete.
I No- - Voh Selectorswitch
Single-stage: T',ro-{nvelope
of Works
Procurement
ADS/tCB-M+flrA
443
AddendumNo.2
ICB-M4-IIIA: Shorkot- Dinpur Section(31 Km) (Km f 19+200to Km 15Gr200)
BILL OF QUANTITIES
BILL NO. 9 : WEIGII BRIDGE
to particular spocilic{tions(Builditrgs)
0l No6.- 06AmDsSPMCB RC10KA
No. - l0 AmDsSPMCB RCIoKA
No6, - 16Amps SPMCB RCIoKA
Nos. - 20 AmD$SPMCB RCIoKA
installation, comeoting and Testing of Dfutributiod Borrd- (G€Net Room ) oonsisting
16 SWG M,S Powder coaredindoor rccessedtype mounting front door aco€sscomplete witl
wiring; tags, id,entificationlab€ls,TPN&E copp€rbusbdrs,transparentplastic sheet,
consistingas follo,evsadditionally confomingicomplying with details as shown on
in all respectasApFoved by The Ertginelr. (ABB, MG, cE or Eqv.)
No. - 2oAmpsD.P MCB 15KA circuit breakcr
a$d ratings S-PofMCB circuit breaker
No. - l0 ArlDsSPMCBRCIoKA
I Nos. - 16 AmDsSPMCB RCI OKA
Nos. - 20 AmDsSPMCB RCI0KA
Procurementof Works
ADB/tCB-M4- tA
4-94
Addendum No.2
Construction of National Motorway M-4 Shorkot - Khanewal Sectionproject
ICB-M4-IIIA: Shorkot- Dinpur Section(31Km) (Krn 119+200
to Km f 50+200)
BILL OF QUANTITIES
Deccription
RATE(Rs.in Words)
to particular sF€cilications{Buildings)
iDstallation,connecting and Testing of Ilistributiotr Bo.rd- Eord light Padel Room
of 14 SWG M.S Powdercoatsdoutdoor floor mounted atrd suitablefoundation.
IP54 includiry fronl door aDoessconplete with all intemal wiing tags, identification
sensqr and mounting braclet of Photo sensor for Auto Switching of lights,
Fuses, TPN&E copperbus bars,transpar€ntplastic shecl armoredglandsconsisting
additionally canforming/complying with details as shown on drawings, complete in
asApprovedby The Engineer. (ABB, MG, cE or Eqv.)
Supply, installalior\ connectingand Testing of Disftibution Board- (Bridge tight parel Room
consistingof 14 SWG M.S Powdercoaledoutdoor floor mounted atrd suitablefoundation,
proof IP54 including front door accesscompletewith all i[tomal widng, rags, identification
Photos€risorand momting baacketofPhoto sensorfor Auto Switching Magtetic contaqtoF,Fuses
TPN&E copperbus bars,kln$parent plastic shee! amored gla$dsc4nsistingas follows
confoming/complying with details as show!.ron drawings,completein all rcspeotas Approved
The Enginee!. (ABB, MG, cE or Eqv.)
SinglFstage: Two-Envelope
Procurementof Work
ADB/|CB-M+tA
Sestion4- BiddingForms
H5
MdendumNo.2
ICB-M4-IIIA: Shorkot - Dinpur Section(31 Kn) (Km 119+200to Km 150+200)
BILL OF QUAI\TITIES
BILL NO. 9 : WEIGd BRIDGE
RATE{Rs. In Words)
to p$ticular sp€cificatiotrs(Buildings)
Supply,installation connecting,boring/excavationand testing to lessthan I ohm ofearthing set
dia 3 meterlong copperrod encasedir 3" dia Pvo pip€ lorw{ed and buiied in lhe glomd in
boring in all Bpe of soil to $rter table at requireddeptlL placedconmcted with 1 x 70 rrnn
barc cu-<onductortom goundi[g rod to eafth rest copperbar as ernh connectingpoint.
cavity aroutrd the copp€r rod shal be filled with gtounding enlancement
hfid all around the copper rod for MDB grounding pole light grounding and
gounding completein all r€spectsasapprovedby The Engineer.
'4" tIrCK (ll_xl"x/,")
, fnstaffanon Ot 1'l" lgllg l" WrOe
copper bus bar aS
(ECP). The (ECP) shall be completewith insulator,uashe.s,nuts, bolts, mounting
op&tdional accessoriesas per t€chdcal specificationand as per site requir€msntcompleteitr
, Ins.arruon aDowrrulg oI sugle core lx/unEn sq. Pvc copper
PVC conduit tom ECPto MDB asECC codductorin aDDroved
mannerassho\in in
in all r€speotsas Approved by The Engineer.(Pakistan,N€w Age Cabl€ or equivalent
and 2ft deeDbriok Masonry handhole to cover
i/c cerneded floor. inside l:4 Dlast€ra|ld lfulft RCC cover flush on floor comolete in
copper ship ftom top of building (liehtdng - Spike) to
Point iccludir€ brass saddleat I ft interval, brass scr€w €tc. completein all respects
md installalion on top of building I' diercte.3ft long lightDingoopperrod wirh ball
Procurement
of Work
AD8/tCB-Nt4l A
Section4- gidding Forms
Construction of National Moforway M-4 Shorkot - Khanewal SectionProject
ICFM4-IIIA:
Shorkot- Dinpur Section(31 Km) (Km 1llr200 to Km 150+200)
BILL OF QUANTITMS
to particular specificatiols{Buildlogs)
& tislallalion of mild ste€ltubular swaged/weldedSilver enameledpaintedRoad light
arm pole of ovorall length l0Mtrs having 3 steps and dimension of 250xl00x75mm &
6-5-4mm respectivelyfor fixing road light compl€tewith M.S. baseplab having
and 300sqmmlollg aurvedbracketwith 800$rmradius for lrrotsti$g light fixturc ldth
oivil worh (including PCC foundalionswh€reverrequireda6per r€levantstardardsand
instuctions) widr suitabl€precautionsfor ensuringpreventionfrom insects/vorms,proper
ofcables and wires completedin a neatand salisfrotorynrmner including eatth
cladded steel 200mm connectedwith pole through Rope/vyirecomplete in all respect
, fixing and installatiooofRoad lighting lDninaire suitableon Pole for us€with High
Vapour light as Philips SGP 338 SON -T 250W lamp inoluding housing oum leflectot
drawn aluminum, powder coatedin grgy oolor outiide and all electical accessories!uc.h
efficient oopperballast electronic igniter, power factor improvementcapacitoretc., are
up to a terminal block ard modrted on a specially d€signed detachablegear
to IP 54 protectioncompletein all respectasApprovcd by The Eryine€r.
gaskel 50mnx200mmxl50trun deepJufction box norninal size of 16 SWC thick MS
loopitrg box with the e{isting pole flidr MS cldp madeout of 25mmx3mmthick Ilat iron
nub ard bolts completewith hinged cover aid locking screwscarth studs n€opaene
for pole mountedincluding supply a4d fDring one no 6 Amp MCB carrier with baseand
+ Grounding 60 Amp terminal blook suitlbl€ to receivePVC arEorcd oabl€fixed oE
Bakelite shelt base completewith coturectionpainting as require4 complete in all respect
mm dia Nominal 2.5 meter lgngth aloog
of uDd€rgroutrdcable as required(vertical length) as require4 completein all respect
cable l3mtres in length in tubule pole glands,nuts, bolts, requiredaoc€ssories
for
to the ste€t lights as required as approwd by The zuineer. (Pakistan,N€w Age Cable
600/1000V grade PVC itrsuLled and PVC sheath8dan$orcd copper sba$ded conductor
16mm.sqpoweroableand 6mm.sqcoppercableas ECC connectedto groundingpit /ECP in
conduit,completeasrequiredas per specificrtions asapFoved by ths Enginee(Pakistan,
Procurementof Works
ADB/ICB-M+ tA
H7
AddendumNo.2
IC&M4-IIIAT Shorkot - Dinpur Section (31 Km) (Km 119+200to Kn 150+200)
BILL OF QUANTITIES
BILL NO. 9 : WT,IGf, BRIDGE
tu particular specifcations(Buildings)
& IrBtallation of l-type mild steeltubular swaged^reldedRoad light pole of overall
having 3 steps and dimension of 5ft(100x?5mm & tube thickness&5-4mm respectively
road light completewilh M.S. baseplaiehaving 20mm thicknessand 300sqmmlong
bracketwith 800hm radius for mounting light fi,\1urewith all r€quiredcivil works (itcluding
founalationswheiever reouired as per relevant standardsaod as Der instructions) with
precautionsfor ensuing preventionfiom in$ects/vems,water Foof-temination of cabl€sand
including €arth md cop,percladdedsteel200mm connectcdwith pole through Rope,/wir€
in all satisfrotoryrnanoeras @prcv€dby The Engine€r.
Supplt fixing and installalion ofRoad lighting luminairc suitableon Polefor usewith High
Sodium Vapour light a$ Philips Tango 3 -T 250w lamp including housing oum refl€otor of
drawn aluminurq powdor coat€din gey color outride and all el€ctrioalaocessoriessuch as
efrioieot copperballast,electronicignit€f,,poviErfactor improv€mentcapacitoretc., tre pre-wired
detachablegearplate.Conformanceto IP
to a terminal block and mountedon a speciallyde,signed
protectioncompletein all rcspectasApprcvedby The Engileer.(Philips)
silver eoameledon tor the Dole for drc
Iight luminaire at 9.5 meterlong pole as requiredfor flood/ro'adlights. Completein all
deeoJunction box !o6ina.l size of 16 SWG thick MS
looping box with the existingpole with MS clamp madeout of25rnnx3mm thick flal iron
nuts aod bolts completewith hinged cover and locking screwse?rth studs neoprene
for pole $ourted including supply and fixing one no 6 Amp MCB carri€r with baseand
+ Crcunding 60 Amp terminal block suitableto receivePVC armoredcdble fixed on
Bakelite sheetbase compl€tewith connedioDpajnting as required. complcte in all rspect
mm dia Nominal 2.5 m€ter length along the pole
ofundqgIou[d oabl€as requirc4 Complet€itr a.llr€spectsas approvedby ThE
,J)
'eti
Single-StagE : Two-Envelope
Procurement
of Works
ADB/|CB-M4- tA
Section4- aidding Forms
448
Addendum
No,2
ICB-M#IIIA: Shorkot- Dinpur Section(31 Km) (Km ll9+200 ro Km f 50+200)
BILL OF QUANTITIES
RATE(Rs. in Words)
to prrticulrr specific{lions(Builditrgs)
cabl€ lo.sntres in length in tubular pole gands, nuts, bolts, required accessori€s
supply to the streetlights as required as approvedby The Engheer, (Pakistan,New
grade PVC insulated and PVC sheathedarmored copper stlandgd oonductor
lonun-sq Sover cable 6rld 4mrnsq coppercabb 6 ECC .oDrcctEd10gourding pit,ECP in
conduit cornpleteas r€quirEdas por speoifioationsas approvedby The Etgineer.
fabrication ,manufacturilg, supply installation testing alld oommissioningof 50KVA
lKvi4lsvl23ov,irnpedence 6010
or specified/suitableby IECpYN-I l, outdoorpo.q/er
to BSS-I71,IEC-76 or VDE{532 speoifioationsincluding all externalradiating tubes,
filling, HV/LV porcelah bushings, conservato. , silica gel breather, thermometerpocket
Offload tap oha$ger,impofied double float bmhkholz relay, prcssurerelief ven!
\"lves lifting lugs etc. with all instzllation snd operalionacc€ssories
and makiog oil pit
relays,tempera re alalm & devices, snd separatetwo groundingsygteDrs
for neutral
ground with 3mtr copper road ,CC fomdation as per desi$ and requt d as 9e{ site as
specificationand as desiredby The Engin€€rincluding submissionofteohnioal sheet.(PEl
a6approvedby The Engine€.r)
labrication ,maoufacturing, supply installatio!, testing add commissioting of hime
50KVA (Itinary) at 0.8 P4400volts, dEeephasejwire,s0hz ar I 500RPMincluding A
with ElectronicPadeled switch€s,tool kit Day iirel tank 500ltrs alld €ssentialpiping
tr"ansportationat site and s€parat€two gounding systemsfor neutal & body glounding
copperfoad as approvedby The Engineerof the following brands(SDMO Francg
Uq MITSTIEISHI
Jataq CATUK JSA,F,G-WTLLSON
uK)
Single-Stagei Two-Envelope
Procurement
of Work
ADB,/ICB-M4.IIIA
4_99
Addendum
No,2
Section4-Bidding Forms
ICB-M&IIIA: Shorkot - Dinpur Section(31 Km) (KItr 1llr200 to Km 150+200)
BILL OF QUANTITIES
Item #
Description
Unit
Qr|anrity
Rate (Rs. in
Fiarr|racl
Amount
aRs.l
RATE(Rs.in Words)
Bill No. 9C - ELECTRICAL WORKS
Referlo prriicrlar !pecifications(Buildings)
Desigr, fabncanon ,manufactu ng , supply installation, testing and oommissioningof Auto transfer
switch panel for Diesel G€nelator50KVA including 75A FOUR POLE MCCB breaker,timei relays
16100
U/oVT rclay, Phasefailure relay , Auto start ,Auto Shutdown systemand iransportationat site, ar
annrovedbv The Ensireer ABE/MG/SCI|ENIDER
Desigt, fabricafion, msDufacturing,supply installatiorl testing and commissioningof WeatherProol
I6100 aad soundproofCanopy(85dB at tm) suitablefor the abovedieselgerieratorsel as approvedby Thr
Ensineet.
16100
ConstructionofRCC foundationwith Anti-vibration pad for replacementofDG Set requi.ed as per
gcn€ratordimensionscompletein all respectasmentionedin drawingas approvodby The Engineer.
Job
l-00
Job
1.00
Job
1.00
TOTALOF B|II NO.9C - ELECTRICALWORKS
Procurement
of Works
ADB/tCB-nI4l[A
4-100
Addendum
No.2
ICB-M4-IIIA: Shorkot - Dinpur Section(31 Kn) (Knr 119+200to Km 150+200)
BILL OF QUANTITIES
BILL NO. 9: WEIGH BRIDGE
Item #
Urit
Description
Rate(Rs. in
Fiouresl
Quantity
RATE(Rs. in Words)
Amount
{Rs.}
Bi No. 9D- EXTERNAL WORXS
Refetto parti.alar Wcifictli4ns(Baihlkgs)
I
2
3
4
Excavation irr Fonndation foa extemal works including undergromd water tlnh inanholes,septi(
tank, soakagepil, etc- disposalof unsuitabte^urplusMarerial .
l0 Cooltron Mat€riel coarsistingof aeolion, alluvial, rcsidual mat€rial coflsisting of gravel, shalr
volcanic ashel loan\ san4 clay or any combinationof thesematerial,altsredor v€athgr malqial an{
bouldersl€6sthan one quartq (l/4) cubio meterin volume,embeddEdin otherrlraterialEa h fiIing, back lilung
With s€lected e)ioavatedmaterial where available widr 95% (AASHTO) cornpaction (modifiec
proctor) including moistenitrgto optimum moistu.e cortent with mechanicalm€ars in 6" layersfior
the nanfal gmurd l€veyexcavatedlevel.
LeanConcrete(1:4:8)Class'E' CylindricalComprersiveStrengtbf{= 1500psi
Corcretc (lr2:4) Class 'C' Cylindrical CompressiveStrength fc= 3000 psi excluding steel ana
its bendingbut including shutteiingcenteringand its bindiog asp€r dlawing and specificationsand a!
dircctedby ProjectManagpr.
5
Concrete (1:1-1/23) Class 'B' Cylindrical CompressiveStrength fc- 4000 psi (for U/G Watel
Tenk) excluding steel 6nd its berding but including shuttering centering and its binding as pcl
drawingard specificatio s and asdircctedby Proj€ctMaoager.
6
Concrete (13:6) Cla$'D' Cylinddcal CompressiveStJengfi fc= 2200 p6i excluding steel and it
b€ndingbllt iscluding shutiering centeringrnd its binding as per drawing and specificatiors ard a
directedby Enginerr
7
ProvidingReinforcemetrt St€el (Grads60) inoludilg cuttiig, bending,placilrg 6nd binding wire.
Cu-m
225.00
Cu.m
112.00
Cu.m
1.00
Cu.m
8.00
Cum
9.00
34.00
Tons
1.00
3
Filst Class bumt Brick m{so{ry work witll l:4 ceme sand mortar i/c curing etc. completein al
a€sD€oti
Cu.m
I0.00
9
Plastcr, % inch thic'k I :3 c€memsandplasteron RCC $dls/c€iling/slab including floaling coat undel
Sq-Mtr
plaster.
61.00
10
Plaster and Sealatrt Walerproofing on inside and outside of UndergmundWater Tank by Acryli(
Polyme! modified cemetrtitiouscoaling bru.shapplied,lrowel ftiished, three coars,including lordn
white aggegate protection cover layer on inside and covering slurry plaster oubide 2-3mm oj Sq.Mh
minimum thickness,complete in all rEsp€cta$ per ma! factuels iDstruction and approvsrby The
koject Manager-
31.00
Single-Stage : Twq-Envelope
Procurement
of Works
ffi N,
q*+0"i,
b*ryZ
ADB/rCB-M4-lIA
4-101
Addendum No.2
Construcfion of National Motorway M-4 Shorkot - Khanewal SectionProject
ICB-M4-IIIA: Shorkot- Dinpur Section(31 Kn) (Km 119+200to Km 150+200)
BILL OF QUANTITMS
BILL NO. 9: WEIGE BRIDGE
Item #
Description
Unit
Quantity
Rate (Rs. in
Fiqurcs)
RATE(Rs.in words)
Amount
(Rs,)
Bi No. 9D- EXTERNAL WORKS
Referto parlitular Wecilicalions(BaiAings)
ll
CI Cover for U/G & Over Head Wtter Tatrk
Providing and fixira ClassC-250 BS EN:124 (70Kg) Cl Cover l8'xt8" wfth T-shapeCI frame witt
fish tail anchorsembeddedin slab a$d locldng anangerhentas shoNn in drawing complete in all
Nos
1.00
Nos
18.00
9" dia Pipe
Mtr
64.00
6" dia Pipe
Mtr
105.00
Cum
19.00
Nos
1.00
Mh
11.00
Sq.Mtt
1.00
F<s..r
t7
r. Annrdved
hv fh. Fnoin..r
RCC Cover for Mrnbol.
Providing and fixing 3" (75mm) thiok RCC mad|ole cov€{, 22" (550mm) dia, with tee shapedC.
frame of 20" (500mm) olear i/d (franrc weighing 40kO and fish tail anchors embeddedi! slab.
mhnlere
in rll F(ne.r
a< Arn.
ved hv th. Fncinp.r
Providing and laying R.C.C. pipq molded with c€mentconcrete1:l%r3, with spigot socketor collar
ioint etc. including costofreinforcement,c4nformingto B,S. 59I I
PartI: 1981,Class"u including oariage ofpipe from factory to site ofwork, lowE.ing in renches t(
conect aligment and grade,joinring cutting pipes where necessary,finishing and t€sting etc.
completein all respectasApprovedby dte Engheer.
t4
ll
l6
t7
Owr-burnt Brick GRAVEL Filiog iD SoakagoPit
Providing,Filling Over bumt brick GravelFiling in soakagepit 3" dow! ga€€ gradedbrick gravelar
Dersrecification cornDletein a.llresDectasADDrov€dbv the Enqine€rT€fting of urder groundwaterstomgetank asper specificationsand as directedby the Engin€€r.
Prcviding and f|,ying of 3/8" x 6" d€epcontinuesribbed w4ter stopp€r in UCWT conshuctionjoint
asper drawingand specification.
Provide& fix Steel Grating asper drawingsand specificationcompletcin all respectas approvedb)
the Engircer
l8
MororizedHyd.aulically operatedBarrier on roadcompletein all respect
Nos
1.00
t9
E$ernel Storm wrter drainage syrtem
Desigrfug, providing & installfugR.c,c pipesMan holeswith gratingsfor couy€yingsto.m water to
p€rforaredpipe trenchdrain for dispoaalofstonn llBt€r or nearby storm\4aterdisposalsystem.
Contraotorto perfom p€rm€abilitytestsasrequiredand submitthe d€signoaloulations& drawingsto
the Engineerfo! its approval.
L.S
L00
.ffffii(Bill
Single-stage
: Twotnvelope
Procurementof Work
woRKs
No.9D- EXTERNAL
ADB/tCB-M4tA
4-toz
Sedlon 4- BiddingForms
AddendumNo.2
ICB-M4-IIIA: Shorkot- Dinpur Section(31 KIn) (Km 119+200to Km 150+200)
BTLL OF QUAI\TTITIES
BILL NO, 9 : WEIGH BRIDGE
Item #
Uoit
Description
RATE {RS)
Rats (F*s.in
Fiouresl
RATE (Rs, in Words)
Amount
aRs.)
Bi No.9E - SSWIMSCALE WORKS
IRD'S SLAW SPEED \I'EIGII
IQTY.I nO.)
IN MOTION SCALE EQUIPMEM
i)LatestmodelwIM corfrollerEl€chordcs(i-SINC)with l2U mck
iD. serialmodulefor pattetufarcdispla(UFD)
iii) 2loop Sensors
M. ScaleSe|sors/.d{e olatformwith loadcells
I
v) one work stationCPU core i3, 3,IGHZ,RAM1x2GB,HD250GBsatawitt
preloadedOS(witrdow7) andr€ighing softwares.
No,
7,840,000.00
No.
728,000.00
vi) LCD monitor I 7" with standardperipharals
vii) ReceiprprinterEpsonTL4T88Series, tbermalfor tickerprintirg
viii) Isobar po!!€r oudet, power cables
xi) Loop lead cables ,load cells comrnunicatiotrcabling
x) UPSI 000V4 Trueonlirc
lnstallation of SSWIM Scale ircluding : (Qty. I No,)
2
i)Scal€ seosorsemb€ddiDg/collqetillg in vault ilstallation
ii) Roadway cutting for loop sensorsinstalL
TOTAL OF Bill No. 9D - EXTERNALWORKS
Procurement
of Works
ADB/rCB-M4{rA
4-103
Addendum
No.2
Gonstructionof NationalMotorwayM-4
ICB-M4-lllA:
Shorkot- DinpurSection(31 Km)
(Km 119+200to Km 150+200)
BILL OF QUANTITIES
BILL NO. 10-i: Toll Plazas(for-4-LANE)
BiuNo.
AMOUNT
(RS.)
Description
BillNo. 10A CTVIL WORKS
BillNo. l0B
PLUMBING WORKS
BillNo. l0C
ELECTRICALWORKS
BillNo. 10D EXTERNALWORKS
BillNo. 10E STRUCTURAL
STEELCANOPY
& RELATEDWORKS
BillNo. 10F RC.C TOLLBOOTH
TOTAL FOR Toll Plazas(for-4-LANE) . 1. No
6 \q,e
R,F! ,/,sj
G]
/ -\,
\F/o^
Single-Stage
: Two-Envelope
Procurementof Works
,t\',/i
ADB/tCB-M4-tA
4-104
AddendumNo.2
ICB-M4-IIIA: Shorkot - Dinpur Section(31 Km) (Km 1191200to Km 150+200)
BILL OF QUANTITIES
BILL NO. lG.i : Toll Plazas(f0I-4-LANE)
to particularrpecilicalions(Buildings)m
B
Ercavatiol in Fouidatioi! ircludinE dressing lereling, 95'lo oornpaction
i). Itl Commotr Mrteriel consistingof aEolion,alluvial, residualmaterialconsistingofg|avel, shale
ashes,Ioam,san4 clay or any combinationof thosgmaterial,alteredor weathermaterial
bouldec lessthan one qu€rte.(1/4) cubic metcrin volume,embeddedin othermaterial.
Earth fillitrg, back lilling iD plinth, Columns footingsJFall footitgs and any other
With selectedexoavaledmaterialwhereavailablewith 95% (AASHTO) compaotion(modifed
including moisteningto opfimummoisturEcontentvrith m€chanioalmeansin 6,' tayers
mtural ground levevexcavatedl6vel to bottom ofstone Soling (pmvidedseparately).
With selectedquarry/Bonoworanular (A-3) materia.lobtahed from outsidesourc€with 95olo
co tpaction(modified proctor)including moistenitg to optimum moistureoontentwith
meansin I lalaf, of 6" understodesoling (providedfor separately).
applyingT€roitc Control Trertmetrt (Fipronil (Agenda25EC)) underfoundaiionsand
asper the requirementsofspocifications and fumish guaraoteethat the buildings shall be fie€
tgnnitis, wood boresand otherpests,which oausedamageto wood and otherorgadicmaterial,
a periodof l0 y€a$ frorn the daieofoompletion ofthe buildings.
Cotrcrete(1!4:8) Clali 'E Cvlindrical ComDressiveStreneth fc= 1400
wall tbunddiorF using local sandand margallacrushedstone
whererequiredlevelingard curing etc. cornpletein all rgspectsasper drawings,
beding but including shutteringoenteringand its binding asin foundalion,columntanpit
for parapi,window doorjambo and projections etc as p€r drawi[g and specifications
Rei orcemetrt Sto€l (Grede60) including cutting bendin& placiog aod biding wire.
Coating 2 coatsof Bifllrnen 0.41V# (0.21bltr per coa,of40/60 grade)all build surfac€s
founddions, Plinth bearnsideserposed1oeerttl' top sulfaceof flinth bearnand Cohrmnexposed
Procurementof Wot*s
ADEICB-NI4- iA
4-105
Addendum No.2
ICB-M#IIIA: Shorkot- Dinpur Section(31 Km) (Km ll9+200 to Km 150+200)
BILL OF QUANTITIES
BILL NO. 10-i ! Toll Plazas(for-4-LAIIE)
to particular specifitations@uildings)Itr B
1-U2" DPC castitr situ usirg Fine Sandmixed with any approvedwater
and Layiry ofPolt'tlFne She€t500 gauge(0.005") thick prirre quality Iaid over stone
for Flooring Plinth Protectim and .amp asper specificationand asApprived by the Engineer.
Laying compactingand blocking 4" thick Slom Soling with 2" down gaugegraded
StoneBlast with stonedust filling atrdfine sandaggegatesover gelaid and precompactedfill,
bumt Brick Dasotrry work with cementsandmoftat
9" thiok Wall vitlt I :4 oementsandmortar
bar to orede halfgrout neck)both horizontallydrd vertically or y on outerwall surfaceofthe
9' thick Wall with l:4 c€me$tsandmortar in ordiDaryfnish.
4.5" thick Wall q,ilh I :4 cementsandmorta in ordinary finish.
% inch thick on walls calumns.C€ilins inoludins floatins coat under
On Inte.rul and ExtErnqlWalls/colulnnswith I :4 cemgntsandmofar
On Ceilins with I :3 cqnent sandmortar
Aluminum Wire Mesh underPlastg includins Co.mr Beads.
and layilrg fair hce (Gutka) ?25x57x38rnfi at fily heigh floor usirg specialclassbumt
laid in l:3 c€meotsandmortar ircluditrg approvedcolourpigment rackingoutjoirts,
grooveboth vertical and horizodal, curing, cleaningstaging6nd scatrolding€tc. complet€
all respectsasper dmwingsspecificationsand all to tho approvalofthe Engineer.
3 coqb fiom asputedma factwer asper speoifioationir
Ext€mal (wFathershield Pai[t) 3 ooats
iv) wall fitrish coatof
Procurement
of wo*s
ADB/tCB--{\44- A
section 4 - BiddingForms
4-106
AddendumNo.2
ICB-M4-IIIA: Shorkot- Dinpur Section(3f Km) (Km 119+200
to Km f 50+200)
BILL OF QUAI\TITIES
BILL NO. 10-i : Toll Plaza$(for-4-I-{NE)
to particularspecifications(Buildings)m
B
i. Providing and laying ofprime quality 8.9ffn thick 16'hl6" ft body PorcelainTiles for flooring
3/4" thick I :2 cementsandmortarbed with apprcvedPorcelainBondingmaierialand floating
coat ofcement zmdLsper specificdrionsand approvedby lhe Projec!Manager.
a. 16"x 16" Pre-Polished
Prlistan p'rlino or equivalentwith borderPre
Marble lile for lloorhg i/c finishing over bed of3/4" thick l:2 cementsandmortar as
in daawingsin approvedmanrler,aspe! specificationsand ss approvsl by the Project
Providing and laying ofprime quality, local malre,5mm thick or moreglazedceramicliles for
mable chipstiles 3/4" lhick for
Ploviding and laying of 12\12" PrePolishedMosaic/T€f,razzo
laid in white oernentaid pigmentover 3/4" rhic,kbeddingof l:2 cementsandmortar i/c
compl€tein all respeotasper drawingard asAppdved by the Engineer
and laying 8-9mm$ick pre polished5"{" wid€ x 16" long Potcelaintile for skirting as
in drawingwith approvedquality rile bondingmaterialasper specificationsdd asapproved
and laying tA' thick 6"x12" PrePolishedMosaictile for sldrting fix with cernentsand
l:2 assholm in drawing and apprcvedmannerincluding irishirg completetu all r€spects
iii. l{arble tilesfor skirtitrg:
parlino
andlayingofprifle quatitylD" thick6'x12" PrePolishedMadle lile (Pakistan
for skirting with 1:2 cementsandmonar assho\anin drawiDgsin approvedmanneras
specificarioflsi/c finishing erc-completein all rcspectsand asApprived by the Eogin€er.
Procurement
of Works
ADB/lCB-t\44-lllA
4--\O7
AddendumNo.2
ICB-M4-IIIA: Shorkot- Dinpur Section(31Km) (Km 119+200
to Km 150+200)
BILL OF QUANTITIES
BILLNO. l0-i: Toll Plazas(for-4-LANE)
RATE (Rs. in Words)
to particular $pecilications(Buildings) I B
prime quality, local make,5mm thick or higherceramictilcs for dadoor skirting as
/ L roofing compd$ingof singlelayer oftiles 9"x4%"xl%' Q25xIl3x40 mm) gouted in I:3
sandmo.taxwith walrr proofmgage laid over l " mud plasterwithout Bhoos4 over 3" to
pobthyne , over l" high densitythermopore(Poly Urcthene)sheet(tongueand
pol!,thyeneover 2 coafi ofhot biturnenprimirg coat over RCC Slab complcl.cin all
asshown in drawirg and a5approvedby tfte ProjectMamger.
i) Providingand Fixing of 16 SwG steelsh€€tdoor fame l0'L2" flushedwith wall plasterwirh 1/8"
plate al hingeslocatioos,3 hold-fasteaohside fill€d with 3000 psi oonoertegrout i/c 3 coats
paint aodprepadry suafaogcompletein all rcpectasshownin drawingsasapprovedby Engine€r.
l/8" backingplate at hing€slocations,3 hold-fasteachside filled with 3000 psi conc€rtegrout i/c 3
ofpaint ard preparilg surfacecompletein all repectasshownin drawingsasapprovcdby
iii) Providing and Fixing of3" wide (l/2" taperedto l/4") Deodar,evooden
oma$eotal architrave
inoludi[g trenohpolishing completein all respecttud asappmvedby lhe Engineer
glasshavingDeodarwoodeD framing I l/E thick with 6" wide top rail, 6" wide middle rail
aod9" wide bottom rail with 5rm thiok pressedtoak ply'with impression/design
on both side i/c I
1,2" x 3/8" deodarwood lipping all tround dle shuttef,, widr 9" botomrail , 8 " wide lock rail& 6'
rop raili/c brasshinges(4 Nos.), all fitting frencbpolish 3 coarsand door handl€s,imporled
lock andiower bolt etc. coflpleie in a.lltespectasshownin dmwitrg asapp.ovedby the
openabl€leafusing deluxeseotioohaving ohowkatfiame of size l00mx40mm and leaf
of 60nrnx40mm wide s€otionincludingthe cost of I/4" (5mm) rhick importedtinted glass
aluminumtriangular gola alld rubbsr gasketto supporttlre glassard leafedging, using
standardfittings, locks, 3" (?5mm)wide long hddles etc., ard hardwareand rcquircd as
Single-Stage
: Two-Envelope
Procurement
of Works
ADS/tCB-M4- tA
4-108
AddendumNo.2
Construction of Nafional Motorway M-4 Shorkot - Khanewal SectionProject
ICFM4-IIIAT Shorkot-Dinpur Section(31 Km) (Km 119+200to Km 150+200)
BILL OF QUANTITIES
BILL NO, lGi : Toll Plazai (for-4-LANE)
RATE(Rs.in Words)
No. 10A - CML WORKS
to particularspecilications(Buildirgs)m
B
i9 Providing and frxing ofDoubte l€afsteel Louver Doorscompdsingsteslshutt€rwitll 16 SWG
6" top and side Stile, 16 SWG 8" bottom rail, l-l/4" x 16 SWC MS Louv$s weldedto stile,
including polysfyr€neinsulatio[ filled i]l stiles,hold fas! hinges,all hardwareflttings ofprime
quality, including 3 coatsofenamel pailb, locking arangement(heavyduty slidhg bolts), complete
all respectasshownon drawing and as approvedby the Engineer,
and pardy sliding using dehDresectionshaving Aame$ze of I oornrnx 20mm (4'x3l4) and
ftame sectionsofsomm x 2ornrn(2"x3l4"), all of 1.6nm thicknessincluding 5mln thick
impottedreflectedglasswith rubbergask€tusing approvedstandardlatches,hardware,eto asshown
in drawing and asApprived by the Engineq.
$ize 100rnmwide x 20mm high x l.6mm thick sectiorlsincluding 5rnr! thick importedsolar
tiated glasswith rubbergasketusing approvedstanddd latches,hard{arc etc assho$n in
thicl$ess anchoredto w'lls with l/4" dia conqete anchoBand l2"xl2" sh€l barsr€rtioal and
weldedto steeltube frameasshownon dawing i/o painting 3 coab aompletein all
itr Farap€l hole including l,2"xl" steeltube frdre having 1/8" wall
anchorcdto &alls with l/4" dia concreteanchorssnd lD"xll2" sbel bals v€rtioaland
weldedto steeltube Fameasshovmon dIawing i/c painting 3 coatscompletein all
Procurement
of Works
ADB/tCB-M4-tA
Seciion4- BiddinBForms
4-ro9
Addendum
No,2
ICFM4-IIIA:
Shorkot- Dinpur Section(31 Km) (Km 119+200to Km 150+200)
BILL OF QUANTITIES
BILL NO. l0-i : Toll Plazas(for.l-L{.NE)
Item #
Description
Unit
Quantity
Rate(Rs.in
Figures)
RATE(Rs.in Words)
Amouni
(RsJ
Bill No. l0A - CML WORKS
Refer to particular spe{ifrcations(Buildirgs)m B
26
,1
Stalr R iling Providing and ftxing ofstaircaserailing completein all respec! asp€r dEwings and
consistsof: 2-12" dia schedule40 MS Pipe(top rail). l-lD' dia schedule40 MS PipoOotton rail).
2-112"die schedulo40 MS post ai 4'on c./canchoredin non+hrink, iron tee cementatious10.000
psi grout. I' dia sohedule40 MS pip€ pickets al 4" spacingb€tw€edposts,aUweldedwith U8,,
minimum 870 )OC 3 coalsof matt emrnel paint asshownon drawhrgas approvedby The Engitreer.
M
7.00
Sqm
Som
19.00
4.00
ii (c), Providing and laying of 1',thick Mafule slabon Kitchetr counierasshowtrin drawing.
sqm
5.00
i). Providing and fiat g ofcollzpsjble SecurityGarE(SoissorTpe) madeof2"x3l8,' steelbd at top
vertioal s@l channal3/4" x 1/2rrx l/2" x l/8' at 4" c./c(appro).imarely)steelflat crosses5/8', with
b€stquality roller at top of l-1/2' diarDeterrun on top steelbar dd l-1l2" x Lln" 3116',alndea!
eachsideachored to subsfrBt€inoluding threehold fast per side, steelpins and spaca$, 12' long
handlq locking arrargmentinside and out side,3 coatsofpainting ofblaokjapan cngmeled,
completein all respeotsas sho*n in drawing and approvcdby the Engio€€r
sqm
6.00
Crrpentry i! Kitchen
Providiig aod lfing in positionKitchen WoodenC.abinetroonsistilg of l-l/2"x1-1,2,, thick Deodar
wood Aane lrilh 314"rhick both sideslaminat€dVinboard boxing selves,shutterswith best quality
finingq a.llhddwarq nails, handl€s,hinges,oompletein all .espectsasper d€signand drawing and
asADrrrivedbv the Ensineer.
i. Wall Mount Clbineb
ii. Under CounterCabhets
TOTAL OF Bill No. 10A- CIVIL WORKS
Single-stdge
: Twc+nvelope
Procurement
of Wor*s
ADB/tCB-M4{tA
4-110
Addendum No,2
ICB-M4-IIIA: Shorkot- Dinpur Section(31Km) (Kn 119+200
to Km 150+200)
BILL OF QUANTITIES
BILLNO. l{}-i : IblI Placas(for-4-LANEI
RATE(Rs.in Words)
No. l0B - PLUMBING WORKS
to particularspecificalions(Buildings)
volumeIII-B
CloseL Engish, prirre qualiry, In vitreous china clat Large
P-trap , pldtic body Io$, Ievel 12 liiers flushing cistern, Ball type
siphonvalv€, float valve, flush handle,PVC drain pipe al h prine
Closet, Pakistali Oria$e, prime quality, ln viheous china clay, Large
Iron P-trap , plastic body low level 12 liters flushing cistem, Ball Epe
siphonvalvg float 1?lvq flush handle PVC dlain pipe all in prirne
pipe for wasteand sewagglntemal drain€E system,inoluding Vents with
laid joir$€d includiD8 b{ar|ohes'bends, Ys, tees, fming clamps,
in floors, valls aod makiry good,exfia paintiru on pipe to matchthe oolor
building holudiog testing completein all respecl
laying, cutting, joifiing testing and disinfecting PPRC Pip€line
wi& socketjoints all pipe specialsusing PPRCpip€s of DIN 8077
PN 20 corhpletein a[ respects,with speairlsandvalves.
and disinf.otingG.I. pipelinein
ketjoints, uritrg G.L pip€s ofB.S.S. 1387-1967completein all r€sp€cts,
atrdvalv€s,(Medium Qudity)
tr.p with RCC cover, Cament Cooorete chambef,size 6''x 8"x6" deep
& outside.with 3" casthon P
Wash haod bash wilh pedestalin approvecolor prim6
mgl€ iron bracket se! lv€stepipe, wastecoupling, corplete in a.ll
Approi€d by the Engineer-Accessor;esfo. WashHand Basinaro:
w'ter Mix€r o( Faucetfor basin/sinkcompletein a[ respect
Procurement
of Wo*s
ADB/lCB-lvt+ A
Section4-Bidding Forms
Constructionof NationalMotorway M-4 Shorkot- KhanewalSectionProject
ICB-M4-IIIA: Shorkot- Dinpur Section(31 Km) (Kn 11FF200to Km 150+200)
BILL OF QUANTITMS
BILL NO. l0-i : Toll Plazas(for-4-I"ANE)
Item #
Description
Unit
Quantity
Rate (Rs, in
Fiqur€s)
RATE(Rs.in Words)
Amount
(Rs.l
Bill No. 108 - PLUMBING WORKS
Refcr to particular specifications(Buildings)volum€m-B
8
9
t0
ll
12
l4
lt
t7
hoviding and Fixing ofbest qudlity importedtooking class 5 mm thick (size 22" X
22") includhg costof fitting asApprovedby tlle Etrgineer,
Providing and Fixing of approvgdprime quality plastic body Bath Room Aooessories
including castoffitting asApprovedby the Enginecrincluding follow:
Nos.
3.00
Nos.
Nos,
Nos.
5.00
10.00
9-00
Nos.
26.00
Nos.
1.00
aJ2" dk
b) I U2" di{
Providing and fl\ing of goodquality brrss non retum vahtswilh male and femal€ends
Nos.
Nos.
4.00
7.00
2'. di,
koviding and fixing of plastic body prime quality Muslim Shower including PVC
flexible pipe and CPlPowdercoatedDoubleBib Coct asApproved by the E gireer_
Nos.
3.00
Nos
9.00
Nos
9.00
Nos
29.00
Nos
3.00
i. TowelRail
ii. SoapDish
iii. TissuePaperHolder
Providing and fixing PVC tloor trap 4"X3' wift concrob che.'nberall arotmdand4'
PVC gatiry completein all respectsasApprov€dby the ProjectMamg€rProviding and fxing of500 GallonsFible class Ovefiead WaterTank, 3 ply, 3.5mm
wall thiclocss with Supporton 4" thick concretepad completein atl resp€otsi/o
making oonn€ctionsasshownin dfawing and asApprovedby lhe Engineer.
Pmviding ard fixing brassvalves wift *'heel,ftandle,fireaded ends all in p.clfliun
qualiBrlocal make in intemal diarnetq asfollo\ro::
hoviding and fixing of good quality CP/Polvdercoated 1.2" dia Bib cock approvec
prime quality asshownin drawilg atrdasApprovedby the Ensineer.
P.oviding and fixing U2" dia CP/PowderCoaredStopcock approvedpime quality ar
fuproved by the Engine€r.
Providing aIId fixing of Steel body prioe quality ShowerRose ircluding detaciabl(
lid pipe as Appro\redby thc EngiDeEr.
Single-Stage Two-Envelope
Procurement
of Works
Zffi
ADB/tCB-M4-lA
Sectlon4-Bidding Forms
4-II2
Addendum No.2
ICB-M4-IIIA: Shorkot- Dinpur Section(31Km) (Km ll9+200 to Km 150+200)
BILL OF QUANTMIES
BILL NO. lGi : Toll Plazas(for-4-LANE)
Item #
Description
Unit
Quantity
Rate(Rs.in
Fiquresl
RATE(Rs.in Words)
Amount
(Rs.)
Bill No. l0B - PLUMBING WORKS
R€ferto particularspecifications(Buildingr)
volumcItr-B
l8
lo
20
22
23
Providing and fixi'lg approved quality stainlcss st€el sink 33" X 18" pak mad(
completewith anglehon bmckstsfix into walls ,1,4" chromiumplatedsink frucet,l.
U4" chromium plated brasswastecoupling, unions and PvC dmin pipe, completeir
a.llr€spectard Approv€dby the Engineer.
hoviding and fxing Roof dmin assho\anon dmwings
Providing and fixing approvedpdme quality GasBume. with T.iple Bum€r stainlesr
steel body with all fl\ture" PVC gas piping work upto speoifiedlooation in kitchen
oomplete in all respects inoluding making comection and as ApprorEd by th{
Eneheer.
Nos
2.00
no
9.00
Nos
1.00
hoviding installing; testing and commissioninggas geyserSinger or Carmonmak( NO
includidg all necessaryvah€s and fittings, connectionto servicesand dnins complet(
in all resnects
koviding and frying of3" Dia PVC Class-DRair Water Down pipe wrth shog bendr
in Ducts including clamps, hold fast as required with lhe provision of clean out Mtr
comnletein all rcsilectrnd rs ADnmvedhv the F-noineer
Providingaltd fixing of4" Dia PVC Class-DRah Wder Do$n pips with shoe,bend:
in Ducts including clamps, hold frst as required witl the provision of olean out Mtr
.6ft6lere
in ,II re<n.ct
trd
,.
Annr
31.5
48
ved hv rhe Fnoi.e.t
TOTALOF B|II No. lOB - PLUMBINGWORKS
ffi
Procurement
of work
ADB/tCB-M4-[tA
4-rr3
AddendumNo.2
Construcfion of National Motorway M-4 Shorkot- Khanewal SectionProject
ICB-M,I-IIIA: Shorkot-Dinpur Section(31Kn) (Km ll9+200 to Km 150+200)
BILL OF QUANTITIES
BILL NO. 10-i : Toll Plazas(for-4-LANE)
Item #
Description
Unit
Quantity
Raie (Rs. in
Figures)
RATE(Rs. in Words)
Amount
(Rs.)
Bill No.loc - ELECTRICALWORI(S
Ref.r to ptrlicolrr specificrlions{Buildings}
Itre fate lor all BUQ ltaxnshall mcludeprovldmg,constructmgo
labfrcafing,hxm& executm&applyng, as apphcablealrd addfonally as
ttherwisestatedagainstfte specific itemsshall includeall mat€dals,labor,efforts, plant ard equipment,c.mplete in all respecti,asp€r
Crawiflgs,@provedshopdrawings,specificatiods,asper NEC, NFPA 70 & NEMA vaxiousapplioablestipulationsofthe oontraot
Cocuments,
miscellareousdet4ils,asper insauctionsand asdircctedby lhe Engineer-All samplesshall be p.ocuredatrdprovidedby the
aonhactorat his o$fi costfor aoorovalbv the Ensineer.
Supply and widng for light & fan witb 3xl.5mm.sq single corq PVC insulateds&andedcoppel
conduclorwire in 20mm (3/4") dia PVC conduit reccssedin the wall of column, roof etc. required.
16030t
Point
completeill aI rcspeclsas Approved by the Engineer.(Beta,Polo Conduit / Pakisran,New Age
Cableor eouivalentas aDDroved
bv The Ensineerl
Supplyalld wrrurg tbr sircult wit]r 2x2,5mm.sq,PVC insulat€d 300/500voltagegrade,srnglecorq
st{andedcopper oonduotorlvire directly &om DB in 20 mm(3/4") dia PVC conduit includin€
16030s lxl.srffn.sq oableas ECC rcc€ssedi! the wall ooluEroand roof ato as required.Compl€teall ix Point
l4
respecBas Approved by the Engine€r. (Bet4 Polo Conduit / Pakistan, New Age Cable ol
eouivalentas aDDroved
bv The Enpineer)
Supply and w'tlmg lbr light socketsw1th 2ro.5mm.sq + lxl,5mdsq PVC irsulated 300/50(
voltagegrade,single corg @pperconduciorwire dirccrly from DB in 25 rnm(l ") dia PVC conduir
rolm
16030x
l6
recessedin the wall colurnn and roof e{c. as required. C-ompleteall in respects. (Bei4 Polo ,
Pakist
n New Aoe csfile rr emrivalent
as annroval
hv The Fnoin*r\
Supply and rurmg for power sooksb with 2x4mm.sq + l)C.5mm.sq PVC ilsulated 300/50(
voftrge gmde,siDglecore,coppercon(tuotorwire directly fron DB in 25 mm(l") dia PVC oonduil
16030y
recessedin the wall column and aoof etc. as required, complete all in respects. (Bet4 Polo,
Pzkistan New Ase cahle.r eo[ivalent acrnnirved hv Th€ Fnaineer)
Point
l4
Supply aod wiring fiom switch socketsto sookotswith 2x2.5mm.sq+ lxl.5mm,sq PVC insulat€.
t6030x 300/500 voltage grade,siryle oore, copper conductorwirc direotly ftom DB in 20 mm(3/4")di.
Poiat
PVC conduit.ecess€din the vall colurm and roofetc. a$requircd Completeall in respectsSupply and wrrng lor Ar cond1tlormgpow€r sock€tsol2x6mm.sq + lx,z.5inm.sq smgle core
PVC insulated300/500 voltagp gl6de, copp€r strandedconductorwirE direcdy from DB in 2:
160302 mn(l")dia PVC conduit receesedin the wall column and roof etc. as required. Complete in al
respeotsas Approwd by the Engin€€r. (Befa, Polo Conduit / Pakistan, New AgB Cable o
eo;vrLrt
r. r.mvdl
Point
8
hv The Fnein.er\
Procurement
of Work
ffi
ADB/tCB-M+tA
4-774
AddendumNo.2
ICB-M4-IIIA: Shorkot - Dinpur Section(31 Km) (Kn 119+200to Kn 150+200)
BILL OF QUAIITITIES
BILLNO. 10-i : Toll Plazas(far-4-I-ANE)
RATE(Rs.in Words)
6nd wiring of4 core PVC,/PV(}CU cableof 600/1000V gradein dl kinds of existing
prelaid PVC c-onduitin approvedmanneras shown in d.awiflg compl€t€in all respeots
by The Engin€er.(Pakista$,New Age Cableor equivalentasapprovedby The Engineer)
4 core l20nm, PVCYPVC/CUoable
4 core25nun'zPVC/PV(YCUcable
4 core6mm'PVC/PVC/CU cable
and wiring ofsingle oorePVC cable450/750 Volls gradein pr€-laid pvc conduit as
poweroablein approvedmarmeras shownirl dmwing clmplete in all retpectsasApproved
Engineer.(Pakistd,New Ag€ Cableor equivalentasappoved by The Engineer)
fi11isg,pull boxes,ifspectic'n boxes,1e€s,bends,crosses,using accessori€s
foa propgr
joinb, in roof slabs, Walls and under floo$ for Fower oabl€sinoludiqg cufring in walls
as r€quire4 back filling and making good the ont cavities with cem€ntsed mort'I all
manneras shown oo drawings, completein all .espectas Approved by the
installation and coruecting of gang switches one o. two way with Plastic back
wall cutring fixing etc. ed making good codplete in all t€€pectsas required
by The Engineer-(Clipsal, Legrandor equivalentasapprovedby The EDgin€€r)
Single-stage: Two-Envelope
Procurement
of Works
AD8/rCB-M+lrA
4-115
AddendumNo.2
Construction of National Moforway M-4 Shorkot - Khanewal SectionProject
ICB-M4-IIIA: Shorkot-Dinpur Section(31Km) (Km 119+200
ro Km f 5OF200)
BILL OF QUANTITIES
Item #
Description
Unit
Quantity
Nos.
2l
Nos-
43
Nos.
2l
Nos.
l6
Nos-
6
Nos.
8
Nos.
44
Nos.
t2
Nos.
9
Rate(Rs,in
Figures)
RATE (Rs. in Words)
Amount
(Rs.)
Bill No.loc - ELECTRICALWORXS
Relerto particularsp.cilicrtioN(Buildings)
Supply, installation, connecting aod Testing of Pdme quality far dimmer with switch wit]
16020h plastic/Pvc bapk box completein all respectsas approvedby The Engineer.(Clipsal, Iagrand o]
snivrlmt
.. ,htrhv.d
hv The Fnoin.r\
Supply, installation, comecting and fixing 13 Amps polyoarbonateflam€ retardant 3 pir
Multipurpose switch sooket unit wi$ faroy gang plate fixed on die fab.icate4 powder coatea
16020c
metalboardrec€ssedin wall or c4lur,tl including connectionsasrequircd.Completein all respects
rclincrl VivdIn
Sdcke$
Supply, providing connecting and fixing 15 Amps polycarbonateflame retardant3 pin switcl
16020c socketunit with faocy gaig plate fixed o'l die fabricated,powder coatedmetal board rec.essed
ir
wall or column including coDnectionsasr€quired compl€toi! all rosp€ob.(Clipsal).
Supply, insrallatio!, connectingard T€stingof fluoresc€nttube light fifting fr^tlie, 4' length witt
frame, difrrser, eleotonic baflas! ad 28 watts fluorescentTL5 tub€ rod cool day light lamp 6.!
16050c
Philips TMSzIs Slim line complete in all rcspectsas Approv€d by the Engineer (Philips or
ednivrlfrt
r. ,6bmv.d
hv The Fnoinsr\
Supply, installation, connecting and Terting of fluoresc€rt tube Iight fitting iixture, 4' l€ogtb
completewilh fiame, difrus€r, eleotronioballasl and 2x 28 walb fluoresceft TL5 ntbe rod cool daJ
16050c
light lampasPhjlips TMS225 Slim line completeio all respectsas ApFoved by tlrc Engine€r
fPhiliis or eouivalentrs ,nnmved hv The F,nsineer)
Supply, installation,C,onnectingand Te6tingof 2'x2' tluo.€Ecedreo€ssed4x lE watts c€iliig lighr
fitting fixture eompletcwith clectronioballast as Philips TBS0884x 18 watts fluorescentTL5 tub(
16050c
rod cool day light oompletein all r€spectsas Approved by the Engineer.(?hilips or equivaledtd
tmrdved
tF The Fnrinffi\
Supply, Installarim, comecting and Testiq of lx23w recessedg,pe Energy Save. Do$n Lighr
wift Bakelite lamp holder, reflector, (imported) fitting codplete with lx23watts CFL lamp, ar
16050e
PHILtrS Cat No. FBH-145/1X23W PLC. Cornpletein all respectsas requiredas apFoved by th(
Enpineer fPhiliDs.r eduivalenraqannrovedbv The Enpineer)
Supply, hstallatioq connecting and Testing of lx23w wall mounted bulk head larnp holder
l60s0d ,refl€cto,r,(importeofitting complete widr llo3watts CFL laltD conplere itr all respectstu
rcquirodasapprovedby the Engineer(Philipsor equivalert as approvedby The Engineer)
Supply, Irutallatioq Connectingalld Testingoferea*rer p{oof light IP54 oompletelvith electrod(
16050d ballast, splash ploof casing and I x 35 wafrs fluorescenttube rod cotlplete in a.ll respectsal
requiredasapprovedby The Engiseer-(Philips or equivalentasapprcvedby The Engineer)
fr
ffi
t*.
t€
/-u
'/sj
,V
Single-Stage : Iwo-Envelope
Procurementof Works
ADB/lCB-M4- tA
Sedion 4- BiddingForms
ICB-M4-IIIA: Shorkot - Dinpur Section(31 Km) (Knr 119+200to Krn 150+200)
BILL OF QUANTITIES
BILL NO. lGi : Toll Plazas(for-.LLANEt
RATE(Rs.in Words)
instaling, q)lmecting andt€sting56" sweep;eiling hn with oeiling rose,c€iting hoolq
matchingGl pip€ for iuitable heightwidng up to temination point conplete in a.llrespects
by the Eryineer. (GFC,Royal or equiva.lEntasapprovedby The Eagineer)
switch, cable inoluding metal louversoompletein all respectr€spectsas approvedby
i msrarung conn@rrngand testmg oI 4]um (16", sweep
housing rcgulalor & pulling oord switch, fitted on wall or column with GI clip
as required oompleteh all respectas approvedby The Engineer. (GFC, Roya!
l6l l0
md constructionof Tube well with 7' dia borins installed with 5" dia lvIS 14
pipe, steel shainer. The $pacebetw€onbothg wall and MS pipe shall be fified with
U8" min. and 3/8" mu. in size. The tube well shall be instaled with a 4' dia 1.5 K.
submersiblepump, l" dia GyIIDPE Pipe (PE{3) suction pipe as per rcqui&ment with r€spect
\r,ater table, Eleotdcal Pan€l including Circuit brcakef, U/OVT telay ed plugs,
panel Soclrets,RCC Pump shade/covercomplete i!| all rcsp€ct alld as per
of The Elgineer. The lengih of strainer wil dependupon the ground \rater table
bearingstrala wilh a minimum 50 ft. lenglb- Submersiblepump is supporledby 8mm
wire, Powet cable shall be wrapped water pmof trpe as shor.tn in drawing.
PUMPSor equivalentasapprovedby The Engineer)
fixing, connectingand t€sting of (as per manufacturerreoomrnondations)AC
Pumping Set 2HP Ratiq 220 volts, 50 cyoles electrio motor with c€ntrifirgal
with motor, suctioqand dischargeI " x I ", coupledon a mntmon basepldg
1" dia G.I Piping connectionsand required bends, Sockeb, tees, udons etc., gate
valve, troFretum valvq foot valve alrd strainerat UGT sump level as p€I drarriDg,
including Circuit brcaker, U/O\IT r€ley and plugs, Sockets,PF improv€nent pan€I,
shade/coyer,completein all .esp€ctsand as Approvsd by The Engioeer.(KSB,
o! equival€fltasapFoved by The Engineer)
Procurement
of Works
ADB/|CB-M+tA
Section4-BiddingForms
ICB-M{IIIAT Shorkot- Dinpur Section(3f Krn) (Km 119+200to Km 150+200)
BILL OF QUANTITIES
coaled indoor floor mounted and suitable foudation cornDletewith all intqnal
idediioation la.bels,TPN&E orpper bus bars, hansparentplastio sheet, amored
lookable covers, oable brass glands where requircd oonsisting as follovrs
with details as shown on diawings, oompletein all respectas Approvsi
16070
M.S Powder coated indoor rccessedtype moutrtiflg front doot accesscotrlplete with
wiring, tags, idcntification labels, TPN&E copper bus ban, fansparedt plastio sheet,
coveF, cable brass gladds where rcquirod consisting as follows
with details q3shoBDon drawings,completein all respectas Approved
Procurement
of Work
ADB/lCB-t\44tllA
4-118
Addendum No.2
ICB-M4-IIIAT Shorkot - Dinpur Sectiotr(31 Ktn) (Krn 119+200to Km 150+200)
BILL OF QUA}ITITMS
BILL NO. l0-i : Toll Plazas(for-{-L4,NE)
installation,connectingaod Testing of Distributiotr Board- (GensetRoom) oonsisting
16 SWG M.S Powdercoateditrdoor recessedtt?e mounting front door accesscompletcwith
wiring tagt identification labels, lockable co.r€rs,oable brass gards where
copper bus bars, tr"ansparentplastic dleet armored gands consisting as
y conforming/complyingwith details as shoun on drawings,completein all .espoct
by The Engineer.(ABB, MC, CE or Eva")
Procurement
of works
ADB/lcB-+l,l-lllA
sedion4-BiddingForms
ICB-M4-IIIA: Shorkot - Dinpur Section(31 Km) (Krn 119+200to Km 150+200)
BILL OF QUANTITIES
BILL NO. l0-i : Toll Plaza$(for-{-I-4.N8)
LIGHT) consisting of t4 SWG M.S Powder coated outdoor floor mounted and
foundation,weatherprooflP54 including front door acc€6scomplgtewith all intemal wiring,
ide tilication labels, Photo sensorand mounting bracket of Photo sensorfo! Auto Switching
lights, Magnetic contact$s, Fuses, TPN&E copperbus bars,transparentplastic sheet,,
coveF, cabl€ bmss glards $'here required consisting as follo s
conforming/complyiry with detailsas shor,t,non drawings,completein all respectas Approved
16070
consistingof 14 SWG M.S Powdercoatedoutdoot floor mounted ard suitablefouldatiofl ,
tr54 including tont door accesscompletewith all iffemal wiring tags,identification
senso'rand mounting bracket of Photo sensor for Auto Switchi$g of lights,
contactors,Fuses, TPN&E copp€rbus bars,transpaEntplastic shee! , I,ockablecove$, cable
where requircd consistingas follorvs addiUonaly conformidg/complyingwilfi detaiis
on dra$,ingF,aoioDletein aI respectas ApFoved by The Englnecr. (ABB, MC, GE
Procurementof Works
ADB/tC8-M4l A
ICFM4-IIIA:
Shorkot- Dinpur Section(31 Km) (Km ll9+200 to Krn 150+200)
BILL OF QUANfiTIES
BILL NO. lo-i : Toll Plazas(for-4-LANE)
RATE(Rs.in Words)
ard ratitles S.PofMCB circuit breaker
insta.llation,connecting and Testing of Distribulion Board- (CANOPY
of 14 SWG M.S Powdercoatedoutdoorfloor mounted and suitablefoundation.
including ftont door accesscompletewith a.llint€mal wiring; tags, identification
sensorand moMting bracket of Photo sensorfor Auto SwitchiDg, Magnotic
, TPN&E copper bus bars, transparentplastic sheet,,lockablo colErs, oable bmss
requiredconsistingas follows additionally conforming/oomplyingwith details as dlown
completein all respeotasApprolEd by The Engineer. (ABB, Mq GE or Eva.)
16070
Sudy, installarioqconnectingand Testingof Distributioo Board- (TOD BOTH
oorsisthg of 14 SWGM.S Powd€rcodtedoutdoorfloor nounted and suitablefoutdatiotr ,
proof IP54 includirg frodt alooraccess@mpletewith all intemal wiring tags,identification
Photo sensorand mounting bracket of Photo sensorfor Auto Switohing, M€netio
Fuses, TPN&E copper bus bals, transparentplastio sheel, lookable covers, oable brass
wherereqEiredconsistingas follons additionally codoming/complyi[g with details as showr
drawhgs, completeir all respectasApprovedby The EDgin€€r,(ABB, MG, cE or Eva)
Procurement
of works
ADB/tCB-M+lA
4-!27
Addendum No.2
ICB-M4-IIIA: Shorkot - Dinpur Section(31 Km) (Km ll9+200 to Km 150+200)
BILL OF QUAI\TITID,S
BILL NO, 10-i : Toll Plazas(for-,tI-4.NE)
Itcm #
Description
Unit
Quantity
Job
3
Rate(Rs.in
Figures)
RATE(Rs"in Words)
Amount
(RsJ
Bill No.10c- ELECTRICAL WORXS
R€f€rto par{icnhr rDeciticrrions(Built
DOIiBLEPOLEMCCBlsKA circuit
16070
Contactor50A
SPMCB RC1OKA
and Earth connectot
Grounding Work
Jupply, mstauallonconnectmg,bonng/excavafionand t€dting to lessthafi I otun ot earthmgsel
with 20mm dia 3 rneter long copper rod encasedin 3' dia Pvc pipe lowe'redand burisd in th€
groundin 4" dia boriry in all type of soil to wate,rtable at rcquireddeptll plared oon$oted with I
K 70 mm sq HDBC bare oE-conduotorftom grounding rod to eanh test coppe. bar as eatl
16090
oonneotidgpoint The remaining cavity around the copper rod shaU be fled wi& gromdinC
enhanoementcompoundpacked hard all around the copper rcd for MDB grolmding, pole lighl
grouoding add lightning protection grounding cornpletEin all respectsas approved by Thc
Enoineer
Procurementof Works
ADB/rCB-M+ A
AddendumNo.2
ICFM4-IIIA: Shorkot - Dinpur Section(31 Kn) (Krn 119+200to Km 150+200)
BILL OF QUAI\ITITIES
Item #
Dercription
Unit
Quantity
Job
3
Rft
70
Job
3
Rn.
50
Rate(Rs.in
Figures)
RATE(Rs. in Words)
Amount
(Rs.)
BiUNo'loc - ELECTRICALIryORI$
Referlo particularsp€cificrtions(Buildings,
16090
r6090
16090
16090
I6090
Supplt inst llal.ion of 12" long 2" wide %" thick (12">r2"xyr) copperbus bar as earthoonnectinE
point (EcP). The (ECP) shall be complete with insulator, washers, nuts, bolts, mountinl
itstallation and operationalacc.e$sories
as p€r @ohlioal specificationand as pet site rsluiremet
comDletein all aesDects
asADDrovedbv The EnsiseerSuppl, installation and wiring ofsinge core lx7omm sq PVC copperwhe 600/1000Volts erad(
in pre-laid pvc oonduit tom ECP to MDB as ECC conductorin app.ovedmarlner as shol^ll ir
drawing complete in all .espectsas Apprcved by The Engineer.(?akistaL New Age Cable o
eouivalentasanorovedbv The Enpineer\
ruPPry arro (rnsuuuum or lrD(ilII arq zII oe9PufrpKtlrasonry fiafl(I nole kJ cyrve(eatmfirg,r.
pip€ Tee i./cc€mentedlloor, inside l:4 plasterand IftrIft RCC covei flulh on floor codplete in al
resDects
asADDrov€dbv The EneineerSupply and installation of l%"xll3" coppe! stip ftom top of building (lightiing - Spike) to ECI
EarthingPoint including blass saddleat I ft. interval, b.assscrew etc. completein all r€spectsa.!
Aoorovedbv Tho Engineer.
Supply and installation on top ofbuilding l" diameter3ft lmg lightding copp€rrod witlr ball anr
five snikesfx ol headcomDletein all rcsDectsasAbbmvedbv The Ensineer
Rord pole lighttng
Job
Supply & Installation of mild steel tubutar swaCpd/reldedSilver enameledpainted Road ligh
single afm pole ofoverall length loMrrs having 3 stepsa$d dimeDsionof250x100x?5mm & filb(
thiokress 6-5-4mm respectivelyfoi fixing road light cornpletewith M.S. bas€platehaving 20nur
thipknessand 300sqnm long curvedbracketwith 800nunradiusfor mounting light fir'1urewith al
16050g requiredcivil works (includhg PCC foundationswhereverrequircd as pef,relevantstandardsan(
as per iGtructions) with suitablepreczutionsfor
suring prevertim ftom insectvverms, propet
waier proof-terminationof cablesand wirgs oompletedi! a neat and satisfactoryDanner inclMirt
earth rod copper cladded steel 200rnm connectedlvith pole through Rope/wire complete in al
respectasApprovedby Th€ Engine€..
Job
8
Supply & Instalalioo of mild steel tubular swagEd^r€ldedSilv€r enameledpainted Ro6d lighl
doublearm pole of overall length 10Mt$ havilg 3 stel,sand dimensionof l50xl00x75nm & tubr
thickrcss 6-5-4mft rcspectivelyfor frxing road ligbt completewith M.S. baseplatehaving 20ffi
thiclcFss and 300sqnm long curvedbracketwith 800ormmdius fo( mounting light fixure with al
160509 requircdcivil works (including PCC foundationswhereverrcquirsd as p€.rrelevart standardsant
as per instructions)with suitableprecautionsfor grNuringpreverfiotr ftom irFectstuerms, propel
wEterDroof:teiminationof cablesa0d wir€s comDleiedin a neat ,nd satisfectorvmznnerinclidin!
earth rod copp€r cladded steel 200mm connectedwith pole dsough Rope/wir€ complete in al
respectasApFol€d by Th€ Engin€er.
Job
6
trR
e"\st;
€
+/t
\i'aiDFL-at/
Prccurementof Works
ADB/tCB-M4{tA
4-L23
AddendumNo.2
ICB-M4-IIIA: Shorkot - Dinpur Section(31 Km) (Km 119+200to Km 150+200)
BILL OF QUANTITMS
BILL NO, 10-i : Toll Plazas(for-4-I"ANE)
, oxrng aIN ms[altiurcn oI Koao ltgnung turntnatte su aDrc on rote tol use
Sodium Vapor 250W lieht as Philips SCP 338 SON -T 250W lamp inoluding
cum r€Ilector of deep drawn aluminum, powder coat€d in grey oolor outside ad all
accessoriessuch as energJeffici€nt copper ballast, electronic igniter, power factor
capacitoretc.,are prc-wircd up to a terminal blocl( and mountedon a specia.llyd€signed
g€ar plate. Confomance to IP 54 proteotion complete in all r€spect as Approvcd by
atd fix;rg ofjundio, box concealedin foundationwith lookablecover dust dd
proofgasket 50mmx200mmxl50mmdeepJunotio! box nominal size of 16 SWG thick MS r
cablc looping box with the adsting pole with MS clahp madeout of 2smrnx3mmthick flat
suitablenuts and bolts completewirh hinged cover ard locking screwseadh studs
suitablefor pole mountedincluding supply and fixing onerc 6 Amp MCB ca.riorwith
and 4 way + Grounding60 Amp terminal block suitableto rec€ivePVC amorcd oablefixed
suitable size Bakelite sheetbase c.mplet€ with conaectionpainting as required, completein
asApprovedby The Engin€€r.
Supply and fixing of PVC pipe sleeve40 rnm dia Nomind 2.5 metei l€ngth alory the pol€
ofundefground cable6s required(vertical length) asrcquired,completein all .espeot
flcxible cable l3mtres in lerg l in tubular pole glands, nut$, bolb, required acc€ssoes
supply to the streetlights as requiredas apFoved by The Enginerr. (Pakistan,New
600/1000V gade PVC insulated and PVC sheathedarmored copp€r sh'andedconductor
I6rnrn.sqpower cableand 6mm.sqcoppercable rs ECC connecEdto goundilg pit /ECP in
laid 40ffn conduit ,complete as requirEd as p€r specifcations as approvedby the
Supply & Installationof I-t ?e mild steeltubular swaged/w€ldedRoad light pole of overall
having 3 stepsand dinension of l50tl00x75mm & tube thickmss 6-5-4tun r€spectively
fixing road light complotewith M.S. baseplatehaving 20r!m thicknessand 300sqrnmlong
brackotwi$ 800mmradiusfor mountinglight fixture wilh all requir€dcivil worl(s (itrcludirg
foundationswhereverrEquircd as pe. relev€ot standardsand as p€r instruotious)with
precautionsfor ersuring prcventionfrom ins€cts/rerms,propef,water prcof-teruinalion of
aJd wires including earthrod clpper claddedste€l200Nn conneltedwith pols through
compl€t€din all satisfactorymann€ras approvedby The Elgine€r.
Procurement
of Work5
ADB/|CB-M4- A
4-724
Addendum No.2
Constructionof NationalMotorwayM-4 Shorkot- KhanewalSectionProject
ICB-M4-IIIA: Shorkot- Dinpur Section(3f Kn) (Km 119+200to Km 150+200)
BILL OF QUANTITIES
RATE(Rs. in Words)
fxing ard installarion of Road liShting lumiaaire suitable on Pole for use with
Sodium Vapor 250W light as Philips Tango 3 -T 250W including housingcurn
deepdfawtl aluminum,powdercoatedin grey color outsideand all electricalacc€ssories
such
emcietrt copperballast,electronicignite!, poweafactor improvementcapacitoretc., arc
up to a teminal block and firoufltEd on a specially designed detaahablog€ar
to IP 54 prctectioncampletein all respeotasApprovedby The Engineer.(Pbilips)
400wattsHPIT Multi Ballasl & lamp including housingcum rcoeclor and all
such ai energy efficient multi ballast elechonic igniter, power frctor
etc., arc pre-wiredup to a terminal block and mountedon a speoiallydesigned
plate. Confo.mance to [P 54 protEction complete in all respeot as Approved by
artd fixing ofGI brEcketsilver enameledoo top the pole for the installationofthe
light luDinairc al9.5 meterlong pole asrequired,or floodroad lights asrequired
atd fixhg of JllIlctiorl box concealedin foundationwith lockabl€cover ,dust and
glsket 5ouInx2oftnmxl5Onm deepJunction box nominal size of 16 SWG thiok MS
loopirg box with the €xisting pole with I4S clalrp made out of 251nrDx3rmthick flat
suibble nuts and bolts complctewith hinged cover and looking screwsearth shrds
suitablefor pole mountedircluding supply and lixing one no 6 Amp MCB carier with
4 way + Ctoulding 60 Amp terminal block suitableto rcceivePVC armoredcable fixed
size Bakolite sh€€tbase completewith comection painting as require4 completein
asApproved
by Thezuineer .
ofrmd€rgroutrdcabloas requirpd,Completein all respectsas approvedby Th€
cable lo.smhes h length in htbular pole glands, nuts, bolts, required accessories
supply to th€ sfeet lights as requiredas approvedby The Engineer.(Pakistan,New
flood lights alld cano,pyrecessedlight in approvedmanneras shownin dra\,r'ingcompletein
asApproled by thc Engin€€I.(Pakistan,New Age Cableor equivaleotasapprovedby
Procurement
of Works
ADB/tCB-M4-tA
Addendum
No,2
ICB-M4-IIIA: Shorkot - Dinpur Section(31 Krn) (Kn 119+200to Km 150'1200)
BILL OF QUANTITIES
BILLNO. lo-i : Toll Plazas(for-4-I-{NE)
fabrication ,manufacturiag supply installation testing and conunissioningof 200KVA
IKV/415v/230v.imped6ce 6o/0 ot specified,/suitable
by IEC,DYN{1, outdoor
according to BSS-l7l,tEC-?6 or VDE4532 specifications inoluding all
tubes, oil filling, IIV/LV porcelain bushings, consewalor . sitica gel
pocket with thermomsier,Offload tap ohanger,imported double float
Fessurc r€lief v€,rt, and drairage valves lifting lugs etc. with all installation and
and making oil pit and protection relays,temperarurealarm & devices, and
gounding systenrsfor neutra.land body g.ound with 3mtr copperroad ,CC foundatiot as
and rcquircd asp€r site asper teoderspecificationand as desiredby ThEEngineer
oftechrical sheel(PEl-or equivalentasapprovedby The Engineer)
Ceneralor 100KVA (Primary) at 0.8 PF,40ovolts,three pha5g,4wire,50hzat
including AvR along with Elecfonio Panel and switch€s,tool k4 Day tuel tank 500lts
piping syst€mand taansportationat site and separatetwo grouhdingsystem!for neutral
grounding with 3mtl c-opper.oad as approvedby The Engineer of the follorving
F.a!oe, PERKINS,CUMMINS IJK, MITSUBISHI Japan,CAT ULUSA, F.G.
fabricatioD ,madufactudng , sup,ply installatio!, testing and oonE[issioning of
switch parEt for Diesel Genq?ior IooKVA ineluding 75A FOUR POIE MCCB
r€lats, U/OVT rclay, Phase failurE relay , Auto start ,,4uto Shutdo$n system
at site, as approvedby The Engineer.ABBMGi SCHENDER.
and soundproofCa[opy (85d8 al lm) suitablefor th€ abovedieselgeneratorsetas
pad for r€plac€me ofDG SetrEquiredas
dimensiors complete in all rcspcot as mentioned in drawing as approved by
Procurementof Works
ADB/rCB-M+tA
ICB-M4-IIIA: Shorkol - Dinpur Section(31 Km) (Krn 119+200to Km 150+200)
BILL OF QUANTITIES
Item #
Description
Unit
Quantity
Rate(Rs.in
Fiqures)
RATE(Rs.in Words)
Amount
(Rs.l
Bill No. l0D- EXTERNAL WORKS
Referto particular rpecificalions(Buildings)
I
Excavation in Fontrdalloo for extsmal works including undergmundwater tank, manholes
septictanlq sodkagepit etc. disposalofunsuitable/SurplusMaterial.
In Commorl Material consistingof aeolion,alluvial, rEsidualmaterial consistingofgavel
Cu.m
shale volcaDic ashos,loarn, smd, olay or ary combination of these material, altered ol
wealhermaterial and boulderslesso|an one quafier (l/4) cubic meter in volume, embeddec
2
Errth filling backlilling
With selected excaval€d malerial whore available wilh 95% (AASI-ITO) compachor
(modified prcctor) itrcluditrg moistening to optimum moishre content with mechanical
means in 6" levm
3
4
6
7
8
l0
fmn
fhe nrnml
mnnit
lewej/ei.^vaf..,l
Cu,m
1l1.00
Cu.m
l 00
Cu.m
33.00
Cu.m
20.00
Cu.m
2.00
Tons
6.00
l&el
L€&! Concrete (1:4:8) Clas6'tr' Cylindrical CompressiveStrength fc= 1500psi
Concr€t€ (1:2i4) Clrss 'C' Cylindrical CompressiveStr.ngth fF 3000 pst €xcludid!
steeland its bending but including shutteringoenteringand ib binding aJ per drawirg ana
sDecificationsand asdirectedbv Proi€ctManaserConcret€(1:1-U2:3)Clq$r'B' Cylindrical ConpressiveStletrgth fc= 4000 psi (for
U/G Wat€r Trnk) exclding ste6ladd its bendingbut hcluditrg shutbring c€ntedngdd i$
binding asper drawing and specincationsand as directedby Proj€ctMelag€r.
Concret€ (1:3:6) Class 'D' Cylindrical C-ompressive
Strengthfc= 2200 psi e)(cludingsteel
and ils bending but inoluding shutteriJB cefitering and its binding as per dmwing ana
sDecificationsand asdirectedbv Ensineer
ProvidingReinforceEetrt St€el (Grade-60) itrcluding outting bending,placing and bindin€
First Classbumt Brick masonry work with l:4 cenent saridmortar i/c cuing €tc. coDrplet(
Cu.m
in all res:Dect:
y,
Pltster,
inch thick l:3 c€mentsand plasteron RCC $alls/ceiling/slab including floatin€
Sq.Mt
coatunderolaster.
Plaster and Sealant Waterproofi4gon inside and outside of Undergound Wat€I Tank b]
Aorylio Polymermodified cem€ntitiouss)atin& brush applied, tsowd filish€d, three coab,
includitrg 10mmwhite aggr€de Frollction cover layer on inside and oov€rirg slurry plastel Sq. Mtr
outside 2-3mm of minimum lhicloess, complete in all respect as pe.r rnanufaotrtrert
inefnr.Ji^n
qnd
nnr
v*
hw Th.
D-ia'r
223.00
Mh"--
10.00
49.00
29.00
,#-
,f+Y
+
Procurement
of works
*tosu
ADB/|CB-M4-uA
4-727
No,2
Addendum
r
:
"-"i:H;lJl:';i::,T:"il3l*ii$H;flil:H?l:ffiprojec'f
BILL OF QUAIiITITIES
BILL NO. l0-i : Toll Plazas(for-4-LANE)
Item #
DeEcription
Unit
Quantity
Rate(Rs.in
Fiqures)
R,ATE(Rs. in Words)
Amount
(Rs.)
Bi No,10D-EXTERNALWORKS
Refcrto particularspecilic.tions(Buildings)
l1
Cl Cover for U/G & Over Head Water Tatrk
Providing and fixing ClassC-250 BS EN:124 (?oKg) CI Cover 18"x18" with T-shapeC.
6amewith fish tail amhors enrbeddedin slob ard locking arrangern€nt!s sho$r i! d.awing
.nfrnlere
t2
l3
t4
l6
l8
l9
in all fr.h.d
a( Ann.
vsl
hv th.
Nos
1.00
Nos
r3.00
Mtr
M1r
Mtr
51.00
32.00
144.00
Cum
18.00
Fnain.F
RCC Cover for Manhole
Providirg and fixing 3" (75run) thrltk RCC manhole cover 22' (5j&nm) di4 with rer
shapedCI Aamo of 20' (500mm) clear i/d (frame weighing 40kg) and fish tail anchon
embedd€din slab-mmnlete in all .esnectas Annrovedtw the Frlineer
Providing6nd laying R.C.C. pipe, mouldedwith oementoonorctel:lz':3, wilh spigot sockel
0. collarjoint, etc. itrcludingcost ofreinforoement,oonformingto B-S-591I
Part I: 1981, Cla$s'L" including oariagp of pipe from factory to site of work, Iowering it
kenchesto corrEctalignment and gade, jointing cutting pipes where necessary,finishin6
aid testing etc.,cornpletein all respectasApproved by the Engin€er.
12" dia Pipe
9" dia Pipe
6" diaPipe
Over-blrnt Brick GRAVEL Fillitg in Sorksg€ Pit
ProvidinB Filiry Oi€r bumt bdok Gravel Filling in soakagepit 3" do*n gaugegradcdbricl
gravelasper specificationcorIDleiein all respecras Approvedby fte Eryincer
T€stirg of udder ground water stolage taflk as per speoifioationsand as dir€cted by the
Nos
Ensineer.
Providing and fixitrg of 3/8" ,r 6" deep continues ribbed water stopper in UCWI
Mtr
constructionioint as D€f,drawingand sDecification.
kovide & fix Steel Grating as per drawings and spooificationoompletein a.ll respecta!
Sq, Mtr
aDEovedbv the Ensineer
pla$tic
Sand flled
drum with woodeD block in betweer|for crash cushion at toll plaz,
Nos
islhd asDer Derdmwinss
External Storm water drairage rlEtem
Desigdng, Foviding & installing Rc.c pip€s Man holeswith gatitrgs for oonv€yingstonn
water to perforatedpip€ trench draitr for disposalof stolm water or noar by stolm watel
L.S
disposalsysr€lr Cootractorto perfo,rmperm€abilitytests as rcquir€d and submit the d€sigr
calcultions & dftwings to the Endneer for its approval
1.00
10.00
18.00
88-00
1.00
.;,zffis
rorAl oFBiil1tfu)fEi?Ei(CNwoRKs
Single-stage: Two-Envelope
Procurement
of Work
W#
ADB/rCB-Nr4{[A
Constructionof NationalMotorway M-4 Shorkot- KhanewalSectionProject
ICB-M4-IIIA: Shorkot-Dinpur Section(31 Km) (Km 119+200to Km 150+200)
BILL OF QUANTITIES
BILL NO. l0-i : Toll Plazas(foF4-I-A.NE)
Item #
Descriptiol|
Unit
QDaDJify
Rate(Rs.in
Fiquresl
RATE(Rs.in Words)
Amount
(R6.1
Bill No. loE- STRUCTURAL STEEL CANOPV & REI"ATED WORKS
Refer to particular specificatioDr{Buildings)
7.1 P,G&ISteelH Column, l4"xl4" (57 Kg/ft) M.S.
Totr
2.47
P/F&I Purlins, "C" Sedion I 50mmx 55mmchahnels& runners.
Ton
0.41
PF&I 1/2 dia M.S. bar, ?"'e"x1/4" M-S anglePlate3x40mm 3/16' M.S cleatplate.
Ton
5r.08
P/T&I M.S baseplale 20mm thick (650ru! x 650nm size)
To1I
3.96
7.6
P&G Mast€rflow 524(tronshrinkagematerial)& Cassetplale having 650x650mm
foundation.
No.
1.75
7.7
S&C 20 gaugeC.G.L SheetincludiDg50mm long ScrewsWTfHj BOLTS
sq,m.
7.tl
S&I Canopyfasciaofwhite aoryliosheet.
sq.m.
1.4
'1.5
582-75
99.s0
ii. P,/F2''2' Metal lalse ceiling consistingofgypsum boaxdpanelsl&I2rnm with Aluminurn
larnination/foil on baakside and designon the ftont i/c cost of freework oftees, anglesand
4rffr hangingG.I wirE, including all wastageard leveling etc. cofitpletein all rcspectas
approvedby the ProjectMarager.
LM
582.75
P&F 24 gaugeM.S SheetrrEldedwith top 16gaugeMS sheetoffascia box
LM
t6.97
TOTALOF B|II No. IOE-STRUCTURAL
STEELCANOPY& RELATEDWORKS
Procurement
of Works
ADB/lCB-M4- tA
4-729
AddendumNo,2
ICB-M4-IIIA: Shorkot- Dinpur Section(31 Km) (Kn 119+200to Km 150+200)
BILL OF QUANTITIES
BILL NO. I 0-i r Toll Plazas(for-4-LANE)
No. 10F - TOLL BOOTES @ach)
itr Fourdalion, including dr€ssing lcveling 95olocampacrion
In Common Mateiial consistingofaeolion, alluvial, residualmaterialconsistingof giavel, shale
ashes,loa.rh,sarl4 clay or ary c4mbinationof thes€material,alteiedor wealhdrmaterialard
lessthan one quarter(1/4) oubiometerin volume,embeddedin other material.
Eerth lilling, brck filling in plinti, Columns footing!, wrll footirgs {nd any other foundatiorN.
v(b). With sehcted$any/Borrow C'ratular (A-3) materialotnainedfrom outsidesourcewitlr 95olo
compaction(modified prootor)inoluding moisteningto otrtirnum moisturccontentwith
meansin 1 layer of 6' utrderstonesoling (providedfor separately).
well foundafioB uting local sandard margallac.rush€d
store of epprovcdqualig including
where r€quir€d leveling and curirg etc, conplet€ in sll r€spcctr er p€r drrwings,
tnd all to rpproYaloftb€ Etrgi[eer
(1:2:4) Class rcr Cylitrdrical CompressiveStrength fc= 3000 psi exchding steeland its
but including shutierirg c€nt€riry eld ih binding as in foundatio[ ,column,pampitbeam,
p6rapet,window doorjumbo atd projeotions etc. as per drawingand specificatioDsard asdirect€dby
R€inforcemetrt Steel (Grad€60) including cutting bending placing and binding wire.
aEdl.aying ofPobd|e'te Sheet500 gauge(0.005") thick pdme qualiry laid over sron€soling for
Plinth Protectionand rampaspq specifioationand asApp.ovedby the E gineer.
Iaying compactiry aodblookilg 4" tlick StotreSolingwith 2" do\rn galge gaded Stone
with ston€dust filling and fine sandaggregate$
over prelaidand prccompactedffl1"bacldll asper
Procurement
of Work
ADB/ICB-f\44lllA
Section4 - BiddlngForms
4-130
AddendumNo.2
ICB-M4-IIIA: Shorkot - Dinpur Section (31 I{n) (Km 119+200to Km 150+200)
BILL OF QUANTITIES
BILL NO. 10-i : Toll Plazas(for-4-I-{NE)
Item #
Descriptior
Unit
FiastClassbumt Baioktile masonrywork with cernentsandmortar i/c cuaingetc. oompletein all respect:
Providilrgmd laying brick tile with I :3 cemerf sandfioiar on roof asper drawingand asapprovedby th€
ProjeotManage.
Cum
0.43
i) Intemal (plastioemulsionpaint) 3 coatsfrorll reputedmaqufacturerasper specificationin apFoved
lqanner:
DoorE
sqm
38.00
Providhg and fixing ofAlumilum Sitrgle leafDoors anodiz€d(t5 micron) bronzecolor both sidesopen
ableleafusing deluxesectionhavhg chowkatfralrle ofsize l00mmx40mmaad leaf tame of
60nrnx40mm wide sectionincluding the costof l/4' (5rnm)thick importedtinted glasswith aluminum
fiangulax gola and rubbergasketto supportthe glassand l€afedging using approvedstandardfittings,
Iooks,3" (75nrn) wide long handlesetc.. and r€quircdhardwafeas approvedby The Engioeer
sqm
2.00
sqm
I1.00
Quatrtity
Rate(Rs.in
Fiqures)
Amount
RATE(Rs.in Words)
(Rs.l
Bill No. loF - TOII BOOTES (Each)
Rcferto particularspEcifications(Buildings)m
B
8
qrinting
9
l0
!!indows
ll
Providirg and fixing of gazed A.luminumWindows ofanodized bronze(15 mioron) color petly fl\ed and
rartly slidirg using deluxesectjoltshavirg frame sizeof l00mm x 20nnn (4"x3/4") a$d teaftanre sectio
of sorrlln x 20mm (2"x3l4"), all of l.6mrn thicknessincluding 5mm $iok importedreflectedglasswith
rubbergaskgtusing approvedstandardlatc.hes,hardwee, 6tc. asshoqn in drawing ad asApprov€dby
rc Engin€er.
UPanel,[,tercury glasswith metal irsect scleenwith aludinull Aame.
TOTALOF Bill No.10F- TOLLBOOTHS(Each)
Single-Stage
: Two-Envelope
Procurement
of Works
ADB/CB-M+IIIA
*ft/*'*-*l-
sEcTtoN
I
PLAN
MANAGEMENT
ENVIRONMENTAL
8,0
General
376. This sectionprovidesan approachfor managingand monitoringenvironmentrelated
and
management
frameworkfor environmental
issuesand describeslhe lnstitutional
resourceallocationato be carriedout by the NationalHighwayAuthority(NHA)for
Motorway(M-4)
mitigatingnegativeimpactsof the proposedFaisalabad-Khanewal
Proiect.
8.1
Objectivesof EnvironmentalManagementPlan (EMP)
377.TheEMP will help the NHA, addressthe upcomingadverseenvironmentalimpactsof
the proposedMotorwayProject,snhancethe Project'soverallbenefitsand introduce
standardsof good environmentalpractices.The primaryobjectivesof the EMP are
to:
1 . Definethe responsibilities
of the Projectproponentsin accordancewith the
phases
(design,
threeProject
construction
and operation);
Facilitatethe implementationof the mitigationmeasuresby providingthe
technicaldetailsof each Projectimpact,and proposingan implemenlation
scheduleof the proposedmitigationmeasures;
Definea monitoringmechanismand identifymonitoringparametersto ensure
that all proposed mitigation measures are completely and effectively
implemented;
4. ldentifr trainingrequirementsat variouslevelsand providea plan for the
implementation
of trainlngsessions;
5. ldentifi/ the resources required to implement the EMP and outline
financinganangements;
corresponding
and
6. Providinga costestimatefor all proposedEMPactions.
8,2
Key Environmental
and SocialComponents
and socialissuesassociatedwiththis Projectare as follows:
378. The key environmental
1.
Resettlingcommercialstructuresowned by squatterspresentlyoperating
withinthe proposedconstruction
limilof the projectcorridor;
Appropriatelylocatingtemporaryconslructioncamps, asphalt plants, and
waste disposal sites, and the environmentalimpact of operatingthese
facilities:
3.
Regulatingthe procurementof borrowmaterialand topsoil erosionduring
construction;
Avoidingthe obstructionof Motorwaydrainagesystemduring construction
andoperation;
Environmental
- Manaqement Plan
and maintaining
alongthe entirelengthof
Enhancing
avenuetreeplantation
the projectcorridor;
7.
Minimizingthe impacton culturalsites or structuresand community-owned
assotsduringconstruction
and operation;and
Ensuringpedestrianand trafficsafetyduringconstruction
and operation.
Roleof FunctionariEs
for lmplementation
of EMP
8.3.1 General
379. This sub sectiondescribesthe methodologyrequiredfor the :mplementation
of EMP
in conjunctionwith the NHA, Design Consultants,EIA Team, Supervision
Consultantsand Contractors.The executingagencyof the Projectwill be National
HighwayAuthority(NHA).GeneralManager(NHA/ADB)will be the overallIncharge
of the Project.The GM (NHp'/ADB)will delegatethe supervisoryresponsibilities
of
the Projectto the ProjectDirectorwho will have professionalslaff supportedby a
teamof consultantsincludingEnvironmental
MonitoringSpecia,ists/Consultants.
380. EnvironmentalProtectionAgency (EPA) Punjabwill act as the overall regulatory
body.The specificrolesof keyfunctionaries
are describedhereafter.
plsnis shownin Figure.8.1.
381. The Organizational
setupof the management
EPHEDivision/NESPAR 8-2
Figure.8,1rOrganizationChart for Construction.EnvironmentalManagementand ResettlementAction Plan
EPHEDMiSion/NESPAK
8-3
8.3.2 NationalHighwayAuthority(NHA)
a) Project Director
of
The ProjectDirector{NHA)will be responsiblefor the successfulimplementation
the Project.He will be assistedby the SupervisionConsullanls.The Projectis
dividedinto four Packages.ProjectDirectorwill have four DeputyDirectors;one for
everyPackage.
Socialand Land/Resettlement)
b) Director(Environmentt
will be the overall inchargefor handlingNHA's
383. The Director(Environment)
obligationswith respect to the EMP. Preparationof bi-annual environmenlal
monitoringreport,or any correctiveactionplansrequiredto be submittedbyADB will
will depute
The Director(Environment)
of DirectorEnvironment,
be the responsibility
one Deputy Director (Environment)for the Project, who will be responsiblefor
ensuring that the provlsions of the EMP and Site Specific Environmental
Plan (SSEMP)are implemented.
In addition,the DeputyDirector
l\/anagement
(Environment)
will also coordinatewith the EPA Punjab,provincialAgriculture,Foresl
and Wildlife departments, NGOS/ CBOS and other public/ private sector
organizations.
will be assistedby AssistantDirector(Environment)
384. DepulyDirector(Environment)
for the executiono{ Environmental
ManagementPlan(EMP)for eachPackageof the
will be responsiblefor the
Project.DeputyDirector(Socialand Land/Resettlement)
relatedissues.
landacquisitionand resettlement
385. ExecutiveDistrictOfficer (E.D.ORevenue)will be assistedby D.D.O (Revenue),
AssistantRevenueOfficer and Patwariesin assessingthe award price for land
acquisitionto the affectees.
8.3,3 EIA Consultants
386. EIA consultantswill prepare a comprehensiveEIA and EMP of the Project in
withPakEPAandADBGuidelines.
comDliance
8.3.4 DesignConsultants
measuTes
designated
for the
387. The designconsultants
willensurethatall the mitigation
in thedesignandincludedin thecontractdocuments.
designphaseare incorporated
8.3,5 SupervisionConsultants
will be headedby
Consultants
appointed
by the GM (NHAJADB)
388. Supervision
who willbe an Engineer.
He alongwithhis teamwillsupervise
a "ProjectManagea',
the Project contractorsto ensure quality of work and fulfilmentof contractual
obligations.The SupervisionConsultants(SC) will provideone Environmental
(MC)whow:ll:
Consultant
Monitoring
SpecialisU
Ensurethat all the environmental
and socialparameter$/provisions
comply
withthe applicable
Envitonm6ntaI ManaoementPlan
Ensure thal day-to-dayconstructionaclivities are carried out in an
soundand sustainablemanner;
envifonrnenially
and workshopsfor
Organiseperiodicenvironmental
trainingprogrammes
the Contractors'
staffand NHAsite staffin consultation
with the NHA:and
Develop"goodpractices"constructionguidelinesto assistthe Contractors
andNHAstaffin implementing
the EMP;
Assist NHA as required in developing the bi-annual environmental
monitoring
reports;
AssitNHAin reviewingihe SSEMPdevelopedby the contraclor.
8.3.6 ConstructionContractor
389. EMP will be madea part of the contractagreementand the contractorwill ensure
that all Projectactivitiesare in compliancewiththe EMPand NEQS.
8,4
Specific lmplementation
Responsibilities
and supervisionresponsibilities
390. This section describesthe implementation
for the
differentphasesof the Project,
8.4.1 Design Phase/Pre-ConstructionPhase
391. The Director(Environment,
Socjajand Land/ResettlemBnt),
NHA and his staff with
the assistanceof EIA consultantare responsiblefor ensuringthat the Projectdesign
and specificationsadequately reflect the EMP and the ResettlementPolicy
Framework(RPF). He will ensure the Projeci's compliancewith environmental
regulationsand donor requirements;and ensure stakeholderparticipationin the
Projectdesign.
392. The responsibilities
of Director(Environment)
may be brieflydescribedas follows:
1. To coordinate
withregulatory
agenciesincluding
EPAS,EIAconsultanl,
local
NGOS,that couldassistthe NHA in independent
reviewsof environmental
andsocialcompliance;
2. To superviseenvironmenlaland social assessmentreports,and provide
substanlialinputsand guidanceto the EIAconsultant;
JTo get the approvalof EIAfromthe EPAPunjab;
A
To ensure that the design consuitanthas incorporatedall the mitigation
measuresproposed
for tho designphasein the designand includedin the
contractdocuments;
5. Submitthe bi-annual
reportto ADB.
environmental
monitoring
Specifica{ly,
beforethe start of the Project,the NHA's DeputyDirector(Socialand
will ensure that the followingactivitiesare carried out in a
LandiResettlement)
transparentmannerand accordingto the acceptablestandards:
1. ldentifyingand verifyingProjectaffectedpersons(PAPS)on the basis of
specifleddocuments;
2. ldentifi/ingwhichpublicfacilitiesand ufilitiesneedto be relocated;
sitesfor PAPSoutsidethe RoW;
3. ldentifyingalternativeresettlement
4. Carryingcut a consultation
and dissemination
campaignwith regafdto
procedures,
packages,and proposedalternalive
entitlement
compensation
resettlement
sites:
individual
files;
entitlement
5. Preparing
compensation
6. Preparlng
andapproving
budgelsi
7. Ensuringthat an adequatenoticeperiodis givento PAPSbeforeshifting;
8. Providingshiftingassistanceto displacedsquattersand to assistsquatterownersto salvagetheirfacilities
as perADBGuidelines;
and
monitoring
reportsto ADB;and
9. Submitbi-annual
environmental
priorto the commencement
10.Approvethe SSEMPprepared
by the contractor
of civilworks.
8,4.2 ConstructionPhase
394. The NHA will appointSupervisionConsultants,
who alongwith the DeputyDirector
(Envkonment)
will overseethe workingof contractorin accordancewiththe EMP.
The SupervisionConsultantwill liaise with the Project staff to monitor
6nvironmental
compliance
duringtheconstruction;
He will supervisethe constructionand providetechnicalsupportto help
withtheEMP;
ensurecompliance
.
The SupervisionConsultantswill assess the environmentalimpact of
Motorwayconstruction;
He will monitorthe progressof work and adherenceof the contractorto the
EMPand Resettlemenl
ActionPlan;and
He will direct the Contractorto work in such a manner that all Project
withthe EMPandNEQS.
activities
arein compliance
8.4.3 OperationPhase
andhis staffwill be responsible
for the following:
395. The DeputyDlrectof(Environment)
with the operationalstafi workingunderthe RegionalGeneral
Coordinating
Managerto monitorenvironmental
compliance
duringMotorwayoperation;
Advisingon,and monitoring
treeplantations
alongthe Motorway;
3.
Reportingon the progressof environmental
complianceto the federaland
EPAPuniab;
/,
Assessing
thelong-term
environmental
impactsof MotoMayoperation;
5.
8.5
Sustaining a working partnership among the NHA, Puniab EPA,
Agriculture,Forestand Wildlifedepartmentsof Punjab,NGOs and other
and
relatedpublicprivatesectororganizations;
Reportingto Director(Environment)
aboutpfogressof the work.
Envlronmental
PlanUpdatedfor Sectionlll
Management
(indicated
measure$
in
3s6. The Environmental
Management
Planbasedon the mitigation
Section5 of this Report)ispr€sentedin Table8.1 below.
EPHEOivision/NESPAK8-7
Table 8.1 (a): EnvironmentalManagementPlan (DesigniPre€onstruction Phase)
Sr.
^lo
Environmental
Activity
lmpacts
Mitigation
Responsihility
Cost
Estimate
PKR
A: Design/Pre-ConstructionPhase
1
Topography
. Visualehangesto the
topographydue to
construction
of the
proposedProject.
. The aestheticelements(suchas
plantation)shouldbe
incorporated
in the designto
ovefcomethe potentialimpacts.
Soil Erosionand . The excavationof earth .
Contaminalion
may resultin changeof
edaphiccharacteristics,
lossof fertiletop soil.
. The fertileploughlayer
.
will be wasted.
=
*
LandAcquisition ' lt will resultin causing
ano
disturbance
to the
Resettlement
residentsof the project
area.
EPHEDivBion/NESPAK 8-8
DC, NHA
No additional
cost/ Included
in pfojecfs
cost
The provisionfor vegetationwith DC, NHA
a fast growingvetivergrass that
can flourish in dry conditions,
immediately
afierfill placementto
encouragestabilization
No addiiional
cost/ Inciuded
in project's
cosl
Side slopesshall be adjustedto
a gradientnecessaryto reduce
erosionpotential.
. Carcful alignment and route DC, NHA
selection by the designer to
minimize
the impactsby avoiding
the residences.
. The affected people will be
compensaledas per provisions
OfLARP.
. Prooer access should be
provided to the farmers to
apprcved
LARP
document
Basis
Envircnmental
Motorway(M-4)
cultivate the divided land at a
minimumtraveldistance.
n
.lncorporate technical design DC, NHA
Floraand Fauna . The proiectwill affect
and alterhabitat
measuresto minimizeremovalof
conditions,whichin turn
these trees, if possiblesuch as
manipulate
the
changein the alignment.
abundanceand
. Provisionof compensationin the
distributionof plantand
Project Budget for the loss of
animalspecies.
treesto the affectedpeople.
. lt will resultin habitat
damageand
fragmentation,
exotic
speciesincursion,
pollulion,over hunting
and geneticobstacles.
Changein
Hydrologic
Regime
rt
Restricted
Access
Problems
EPHEDivision/NESPAK 8-9
'For the crossingof canalsand DC, NHA
Poordrainagecan
causecut or fill failures,
drains small bridges will b€
roadsurfaceerosion,
constructed.
and weakenedsub. For the crossing of water
gradefollowedby a
courses, culverts and other
massfailure.
possible arrangementwill be
lmproper
drainage
can
done.
modifysurfacewater
flowby concentrating
flowsat certainpoints
and,in manycases,
increasingthe speedof
flow.
. The communities
along . Underpasses
and flyoversshalr
the alignmentwill face
be providedin the designat the
entryiexitproblemsand
shorterdistancesand at olaces
DC, NHA
85,280,000
Total cost for
raising
1,30,000
plants
including
maintenance
o
yEd'r
along
the
boundary
station in 2
row9
No additional
cost/ lncluded
in project's
cost
No additional
cost/ Included
in project's
bifurcationof
seftlements.
. Hindrancein movement
of residents,agricultural
machineryand
transportation
of
agriculturalproducts,
PublicUtilities
. Publicutilitieswill be
affectedcreating
disruptionof public
servicesand
inconvenience
to the
localresidents.
Air and Noise . Vehicl€swill create
exces$ivenoisewhich
Quality
willbe a causeof
dislurbancefor
communities.
. Provisionin the designand
budgetfor th€ relocationof the
existingutilityinfrasfuctures
whereverrequired.
. Schedulihgof relocalionl
rehabilitationof all Dublicutilities
likelyto be affectedby the
proposedprojectwell aheadof
the commencement
of
construction
work.
. Noise barriers shall be
construcledwherever there will
be populated area in close
proximityto the alignment.
. There should be special
provisionIn the budget for the
maintenance/rehabilitation
of the
village roads in order to bring
themin theiroriginalcondition.
. Preoarationof a checklist and
Transportation
of r lt will cause
guidelinesfor handlingof all
Construction
unnecessary
l\4aterial
degradationof roads
constructionmaterials and the
andareassurrounding designationof roads not suited
alonghaulroutes
for haulingmaterialsby NHA.
EPHEDiision/NESPAR B-10
No additional
cost/ lnclud€d
in project's
cost
Completeair
and noise
monitoringat
ten (10) points
No additional
cost/ lncluded
in project's
cost
resultingin genemtion
of dust,noise,traffic
congestionand safety
. Preparation
trafiic management
plan for the movementof the
heavy constructionvehicles.
lssUCS.
1 0 Construction
Camps
11
\.
,tA
lEl
. Mismanagement
. Formulation
of
of a trainingprogram NHA
camp
for the workers residing in
construction
construction
camps.
activitiescan leadto
impactsincluding:
. Formulationof a comDrehensive
noise,healthand safety, safety and securiiy plan for the
traffic,solidwasteand
camos.
waterpollution.
300,000
SeismicHazard . The infrastructure may
be affectedin caseof
earthquaketremors.
. The structuresof tho proposed DC, NHA
alignment(Sectionlll)shouldbe
designed and constructed to
withstandmoderateearthquakes.
. For seismic hazard analysis,
updated structural,geotechnical
and seismic evaluationsshould
be consulied-
No additional
cost/ Included
in pro.ject
s
cost
. Naturaldisasters
(floods,firesor
earthquakes)
or manmade(accidental
spiilages)disastersare
majorconcernsthat
maycausefutal
accidents.
. An emergency response plan DC, NHA
should be formulated by NHA
which shouldemphasizeline of
action for rescue, medicai
emergencies,nafural disasters
and fire fightingoperations.
No additional
costi lncluded
in project's
cost
t:l
Y
12 Emergency
Management
B: GonstructionPhase
Hiringof a
trainerand
refreshment
cost
-
r^rrm,"*n
causeddue to large
pilesof embankment
materials.
resloredto theiroriginallevels.
SC andDD
of
. Materlal stockpiles should be Environment
EALS
removed as soon as work is
completed.
cost/ lncluded
in project's
cost
. Necessary permits should be
obtainedfor any boffowpitsfrom
the comoelentauthorities.
. ln case borrowpits are filledwith
water. measures have to be
taken to preventthe creationof
mosquito-breeding
sites.
No additional
cost 1 Included
in project's
cost
BonoM Open
Pits
. lt mayresultin land
disputes,soil erosion,
lossof potential
cropland,lossof
vegetation,landscape
degradation,
and
damageto road
embankments.
Air Quality
. Fugitivedust emissions .
will occur from wind
erosion
of
open
aggregatestoragepiles.
. Emissions
from
crushers and quarry
sites will cause health
impacts,i.e. coughing, .
flue,difficulty
in inhaling,
irritation in eyes and
reductionin visibility.
.
EE of CC, EE of
SC andDD
Environment
of
EALS
All
vehicles,
machinery, EE of CC,EE of
equipmentand generatoraused SC and DD
during construction activities Environment
of
should be kept in good working EALS
conditionand be properlytuned
and maintained in order to
minimizethe exhaustemission$.
Air emissionmonitoringprogram
for NO2,SO,,CO and PM,oshould
be undertakenquarterlyby the
construction
conhactor.
All excavationwork should be
sprinldedwith waier to control
dust.
. The generated will . Solid Waste generatedduring EE of CC, EE of
result in unhygienic construction should be safely SC and DD
of
healthriskto
disposed of at approved and Environment
conditions,
EPHEDiision/NESPAK 8-12
3,000,000
Quarterly
monitoring
for
two (02)years
@ 37500for
ten (10)points
Hazardous
Waste)
work force and general
publicat the campsite. .
Proper labeling of wasle
containers, including
the
identificationand quantityof the
contents,
hazard
contact
information
etc.
. The sewage system for camps
shbuldbe properlydesigned(pit
latrines or, as required, septic
tanks) to receive all sanitary
wastewaters.
Slting
and .
Setting
up
Construction
Camps
and
RelatedFacilities
setting up of these . The construction camos and EE of CC,EE of
facilities may cause a
number of issues such
as lossof plantationand
vegetation, permanent
physical and visual .
impacton the area,
workshopsshall noi be locatedr'n SC andDD
sensitiveareas and shall not be Environment
of
within 500 metersdistancefrom EALS
the existingsettlements.
The sites for camps and
associated facilities shall be
reinstatedby the Contractor(s)
after decommissioningof the
proposedProject.
. In order to minimize social
disturbances as a result of
constructionworkers,the proj'ect
shall seek to avoid sittingcamps
where their presence might
contribute to any conflicts
betweenvillages.
. Medicalscreeningof the workers
to will be arranged in the
construction
camps.
EtrHEDrvlsion/NESFAK8-13
p€riodof 24
month$,which
the
includes
cost of
collection,
transportati0n
and disposal
to the
designated
site.
Rs 15,000per
monthfor
supplyof
drinkingwater
and latrines
for a periodof
24 monihs
12,00,000
Rs. 1200for
medical
screeningof
100
employeesare
estimated
SoilErosionand . Soil
erosion and . Non-productive,
barren lands in EEof CC,EE of
Coniamlnation
contamination
may
broken terrain, nullahs and SC andDD
affect ihe road stability, publiclyrecognizedwaste lands Environment
of
silting up of water shall be used for borrowino EALS
bodies,landscapevalue materials.
and in worst casesmay .
Side slopesshall be adjustedto
reduce the €conomic
gradientnecessaryto reduce
a
productivityof land and
erosionpotential.
biodiversity in
the
. Soil contaminationby bitumen,
ProjectArea.
fuel and chemicalstoragesshall
be minimizedby siting them on
500,000
an imDerviousbase within an
embankedarea and securedbv
fencing.
{r
p
l$
wts
i^{:^:-
'%\
{t
Rs.500,000
for plastic
sheets and
hay bales
sheets
7
Noise
' Psychologicaleffectsof ' Confining excessively noisy work EE of CC, EE of
distractionof attention, to normal working hours in the SC and DD
irritation and short
temperedness in the .
exposedpersonsdue to
persistently
highernoise
levels.
. Noise produced from
,
moving
construction
vehiclesand blowingof
pressure horns, at
times,
could
be
intolerable particularly .
during quiet hours of
nighl.
day as far as possible.
Environment
of
EALS
construction
Providing the
workers with suitable hearing
proteciionlike ear cap, ear muffs
etc.
Avoiding heavy machinery like
percussion hammers and
pneumaticdrills,especiallyduring
nighttime.
Noisemonitoring
1,200,000
tls)
'l atio^-J
il*
\l
-/
rt
H
8
Surfaceand
Groundwater
. The surface water at . The surface and gmundwater EE of CC, EE of
workers camp and reserves should be adequately SC and DD
project site areas may protected from any source of Environment
of
get polluted due to contamination such as the EALS
fecal,organicand other constructionand oily waste that
contamination.
will degradeits potablequality.
. The potentialexists for . Workforce camps should be
drinking water sources located at a safe distancefrom
to be contaminatedby wdter resources.
the seepageof wastes . All effluents should
not be
from workers camps
disposed
of
dhectly
into
natural
through the soil profile waters, but via settlingbasins
to
into the ground water allow suspendedsediment
to
Quarterly
monitoringfor
two (02)years
@ 15000for
ten (10)points
seftleout.
aquifer.
. Surface
and
monitoring
grounowarer
'1,200,000
ffi
360,000
3
contractor's .
Floraand Fauna . The
workers may damage
including
the vegetation
trees.
EPHE Division/NESPAK
Land holders should be paid EE of CC, EE of
reasonablecompensationfor the SC and DD
of
loss of their standingtrees, in Environment
accordancewith the prevailing EALS
1,600,000
Biannual
monitoringfor
two (02i years
@ 30,000at
ten (10)points
for
groundwater
Biannual
monitoringfor
two (02)years
@ 30,000at
three(03)
poinlsfor
surfacewater
Expenditure
pef 1000
meter(1 Km)
lengthor 500
. Dust laden pollutedah marketrates.
will form a dust film on . Shff and labourshouldbe skictlv
the
leaves,
thus directed not to damage any
blockingsunshineand vegetation such as fiees or
Biomata,
thereby bushes.
hindering
vehicles,
process. . Construction
photosynthesis
will
equipments
and
machinery
. The Project will pose
remain confined within their
minor negative impacl designatedareasof movementon the fauna presentin
.lllegal animaland fish hunting
thearea.
should not be allowed and
punishmentwill be enforcedin
caseof violation.
{:w";;
1 0 Socialand
Cultural
Problems
N
#
ir
o
I
*
W
EPHEDivision/NESPAR &17
. Due to constructionof .
the proposed Project,
exit/entry problems for
the
residentsi
movementof the people .
to the mosque/shrines
maybe disturbed.
. The major issue in the '
proposedProjectis land
acquisition.
. There are chances of
arisingof issuesrelated
cultural
to
differences/conflict
between
the
Contractor's workforce
local
and
the
inhabitants.
Timely completion of the
constructionwork and provision
of alternativeroutos during the
construction.
Providing alternative ways in
order for the local people tc
performtheirroutinetasks.
Plan for socialgrievanceredress
mechanisms.
plants@ Rs.
5001-for two
years
EE of CC,EE of No additional
SC andDD
cost/ lncluded
Environment
of in project's
EALS
cost
Management
Healthand
Safety
. This may resultin
.
and
cause
iams
inconveni€nce to the
peoplepassingthrough .
the projectarea due to
movement of heavy
machinery/vehicles
canying construction
materia[s
Proper traffic managementplan
will be needed to avoid traffic SC and DD
jams/publicinconvenience.
of
Environment
EALS
Coordinatedplanning of traffic
diversions by the traffic police
and the TransportDepartmentin
accordancewith the construction
program with advanco wamings
to the affectedresidentsand road
users.
. Th€re may be some .
disruptionto the already
existing utilities like
poles,
electricity
undefgroundtelephone
power
lines,
transmission lines, '
water courses, small
villageroads,etc.in the
projectarea during the
phaseconstruction
Relocation of existing utilities EE of CC, EE of No additional
cost/ lncluded
before constructionto avoid any SC and DD
of in projecfs
lnconvenience
to the residentsof Environment
cosr
the projectarea or providethem EALS
with an alternate arrangement
pedod.
duringthe construction
. Poor safety oversight .
of the
and management
the .
worksites by
construction contractor
can lead to accidents
and unsafe woddng
conditions.
.
. The
laborers with
different transmiftable
diseases may cause
spread out of those
Obligatory insurance against EE of CC, EE of
accidentsfor labourers/workers. SC and DD
of
Environment
Providingbasic medical training
EALS
to specifiedwork staff and basic
medicalservice and suppliesto
workers.
EPHEDivision/NESPARe-1B
For mandatory
sign boards@
Rs.4600
Forwarning
signs@ Rs.
4300
Close coordination with the
to curtail
concemeddeDartments
inconvenience
to the residentsof
the Proiectarea.
All labour musi be medically
checkedso that if they interface
with the local communities.
undesirabletransmittabledisease
500,000(lump Environmental
3um)
and satetl
trainingcost
Provisionof
earplugs@
Rs. 80 for 500
quantity
diseases in the local
residents-
Provisionof
safetyhelmets
@ Rs. 800 for
250 quantity
Provisionof
safetyshoes
@ 2000for
500 quantity
1,000,000
Provisionof
protective
goggles@ Rs.
150for 500
quantity
Frovisionof
gloves@ Rs.
200 for 500
quantity
Dustmasks@
Rs-80 for 500
quantity
EPHE DivisionlNESPAK
8-19
Res0urce
Conservation
'The use of water and r
other non renewable
resources might afiect
the community water
consumption.
r
Source of water should be
carefully selected. Water use
should not disturb the existing
communitywatersupplies.
EE of CC, EE of
SC andDD
Environmentof
EALS
No additional
cost/ lncluded
in projecfs
cost
Unnecessary
equipment
washinosshouldbe avoided
Dueto increasein traffic . Adequatenoisebarrierssuchas EE & NHA
volume,noiseis
indigenoustreespecieswill be
plantedalongthe fenceto reduce
expect€dto increase.
the noiseoollution.
. Noisemonitoring
wiil be carried
out as per Environmental
Monitoring
Plan.
Soil Erosionand . lt may increasethe
Contamination floodrisk by rapidflash
of slorm-waterrunoff
and also underminethe
structures.
. In casesoil erosiontakes place, EE & NHA
properremedialmeasuresshould
be undertaken
to stopfuture
impactsof lossof soilsand the
associatedimpactscausedby
soil erosion;and
. Vegetationfor humanuse should
be bannedwithinthe proposed
RoW.
. The increasedvehicular . Enforcement
of soeedlimitsand
andspeed
imposingpenaltieson the traffic
movement
EPHEDivisionlNESPAK 8-20
EE,Traffic
Police& NHA
Biannually
for
two (02)years
@ Rs.15,000
at ten(10)
points
No additional
cost/ lncluded
in O&Mcost
mayresultin traffic
accidents.
Air Quality
ffi
The air qualitywill be
deteriorated
due to
exhaustof vehicles.
violators.
. Restareaswill alsobe provided
for thosein needfor rest during
travel.
, Trafficsignswill be prcvidedlo
facililateroadusersaboutspeed
limits,restareas,eating
establishments
etc.
Settingup of systemto monilor
air qualityalongthe ProjectArea
in accotdan@with acceptable
lnt€mationalstandards.
in O&Mcost
EE & NHA
3,000,000
Quarterly
monitoringfor
two (02)years
@ Rs. 37,500
at ten (10)
points
EE & NHA
1,200,000
Biannual
rnoniloringof
groundwater
quality@ Rs.
30,000for ten
(10)points
Monitoringemissionsof vehicles
as DerNEQS.
Treeswill be plantedalongthe
fenceof the proposedMotoMay,
thesewill worknoisebarrier.For
suitableplantationForest
Department
wiil be consulted.
WaterQuality
Thesurfac€water
bodiesmay get polluted
due to uncontrolled
releaseof contaminated
slorm-water/road
runoff
from road surfaces.
The pollutionriskfrom
accidental
spillagemay
increasemoderately.
In the long run,the
increasedtrafficvolume
EFHFOivkion/NESPAK 8-21
In orderto discharge
rapid
removalof storm-water/road
runoff,crossslopesand
longitudinal
drainagemay be
providedin the design.
Retentionbasinswith reedbeds
providedin the designwill
improvethe qualityof polluted
storm-watedroad
runoff.
The surfaceand groundwater
qualitymonitoring
shallalsobe
360,000
Biannual
monitoringof
sUrfacewater
of trafficand faster
trafficspeedswould
increase.
EPHEDivision/NESPARB-22
caniedout at definedintervalsfor
qualitymoniioring
environmental
parametercsuggestedin the
Environmental
Monitoring
Plan.
quality@ Rs.
30,000for
three(03)
points
Table8,1 {b}: EnvironmentalManagementPlan (ConstructionPhase)
MitigationMeasures
Topography
Borrow open pits
of
Cuttingand dismantling
existinginfrastructure
Properlandscaping
Land disputes, soil erosion,
lossof potentialcropland,loss
ol vegetation, landscape
degradation,and damage to
roadembankments:
and
Borrow and open pits are
potentialsourcesof mosquito
breeding and may prove
hazardousto human beings,
liveslockandwildlife.
Construction Supervision No additional
Contractors Consultants paymentwill be
(cc)
(sc)
madeto the
contractorfor these
mifigation
measures.The
contractorwili
includeiheircosts
in oiher itemsof
workin the BOQ.
Necessary permits will be
obtainedfor any borrowpits
from
the
competent
authorities;
No excavations allowed
within a distance of 100
metresof the RoW;
In borrow pits, ihe depth of
the pits will be regulatedso
that the sides of the
€xcavationwill have a slope
notsteeperthan1: 4;
Soil erosionalongthe borow
pitswill be regularlychecked
to prevenUmitigateimpacts
on adjacent
lands;
EPHEDivision/NESPAK B-23
No additional
paymentwill be
madeto the
contractorfor these
mitigation
measures.The
contractorwill
includetheircosis
in oth€ritemsof
workin the BOQ.
Eft virofi m entaI Manaaem ent Pla n
In case borrowpits are filled
with water, measureshave
to be taken to prevent the
creation of
mosquitobreedingsites;and
Borrow pits will be used for
constructionmateriallandfill
or fish ponds,but dutingthe
excavation,top 20 cm soil
cover will be preservedfor
vegetationafter the filling of
the pits. This is the best way
to restore the flora of that
atea.
Air Quality
Air quality will be affected by
fugitive dust emissions from
constructionmachinery, asphalt
plants and vehicular traffic.
Emission may be canied over
long distancesdependingupon
the wind speed, direction, ihe
temperature
of the surrounding
air
Dust control by equipping
asphalthot mixand balching
plants with fabric filters or
wet scrubbersto reducethe
levelof dustemissions;
Sprinkling of water across
diversion tracks. Ensuring
that haul trucks carrying
asphaliconcretemix and/ or
aggregatefill materialsare
kept covered with tarpaulin
to help containconstruction
maierial being transponed
betweensites;and
Enforcing the
NEQS
gaseous
applicable to
emissions generated by
construction
vehicles,
EPHEDivisionlNESPARB-24
SC,EPD
Puniab
No additional
paymentwillbe
madeto the
contractorfor these
mitigation
measures.
The
contractorwill
includetheircosts
in otheritemsof
work in the BOQ.
EnvircnmentalManaqement Plan
4
Construction
wastedisposal
(Wastewater,
oil
and $olidwaste
etc.)
Unhygienicconditions,healthrisk
to work force
Wastewatereflluentfrom
contractors
workshopand
equipment
washingyards
will be passedthrough
gravel/sandbedsto remove
oil/ greasecontaminants
beforedischargingit into
naturalstreams;
No additional
paymentwill be
madeto the
contractorfor ihese
mitigation
measures.The
contractorwill
includethelrcosts
in otheritemsof
workin the BOQ.
NHA & SC
No additional
paymentwillbe
madeto the
contractorfor these
mitigation
measures.
The
contractorwill
includetheircosis
Trainingof workforcein the
storageand handlingof
materialsand chemical$lhat
will potentiallycausesoil
contamination;
Solidwastegeneraledduring
construction
and in camp
siteswill be properlytreated
and safelydisposedof in
demarcatedwastedisposal
sites;and
$
o
SC,EPA
Punjab
*
Debrisgeneratedby
dismantlingof existing
pavementstructureswill be
recycledsubjectto the
suitabilityot the material.
5.
Construction
andvegelation,.
Lossof plantation
physical
permanent
Camps
andOiher
andvisual
Facilities
impacton the area,social
for nearbycommunity
disturbance
.
EPHEDivision/NESPAK8-25
The construction
campsand
workshops will not be
located in sensitive areas
and preventedwithin 500
meters distance from the
existingseltlements;
Efforts will be made to
minimize vegetation loss
while
making
site
affangements
for
construction camps and
otherfacilities:
Cufting of trees shall be
prohibited by contractor(s)
and workersnearcampsites
failingwhichthree new trees
will be planted by the
Contracto(s) for each tree
cut;
plantsshallnot
Thecrushing
be locatedin environmentally
sensitiveareasor existing
settlements;
The sites for borrow pits
shall be selected on the
basis of type of soil strata,
depthof water table,ground
vegetation state etc. and
shall not be located within
100 metersfrom RoW of the
proposedProject.They shall
be prohibited where they
might interfere with the
existing
or
designed
drainagepattern.The River
locationsshall be prohibited
where there is greater
likelihoodof damagingthe
River bank or carryingfine
material downstream. The
FPHFDiyision/NESPAK 8-26
otheritemsof
workin lhe BOQ.
EnvironmentalManagefi ent Plan
E{A of Faisalabad-Khanewal Motoway (M4)
Contracto(s) shall ensure
that borrowpits are left in a
tidy state with siable side
slopes and proper drainage
in order to avoid creationof
stagnantwaterbodies,which
are favourable olaces for
mosquitobreeding;
The depth of construction
materials such as grav€l
removedfromthe Riverbank
shall be keDtone tenthof the
total width of the River and
this activityshallnot interrupt
the Riverflow or undermine
the Riverbanks;
Asphalthot mix and batehing
plants will not be located
within 1000 metersof the
existing settlements and
shall be located sufficiently
away from agricultural
establishments
and sensitive
areas including, but not
limitedto, oducationaland
healthfacilities;
The constructionmaterialfor
M4 will be takenfrom these
approved quarries and no
any new quarrywill be dug
by contractor;
The constructionmaterial
EPHEDivision/NESPAK8-27
and shall be sheltered or
sitedwithinhoardings;
The Contractor(s)will use
the selected routes for
transport of constructjon
materials, Any damage
caused to these routes by
overioading or
heavy
vehicleswill be borneby the
Contractor(s);
Landowners shall
be
compensatedaccording to
the
terms of
lease
agreementsnegotiatedwith
them for constructingcamps
and otherfacilities;and
The sitesfor campsand
associatedfacilitiesshallbe
reinstatedby the
Contractor(s)
after
decommissioning
of the
proposedProjeci.
Soil Erosionand
Contamination
EPHEDivision/NESPAK
8-28
Road stability, increased flood .
risk (by more rapid and higher
levels of runoff), silting up of
water bodies, landscape value
and in worst cases may reduce
the economicproductivityof land .
and biodiversityin the Project
Area.
Non-productive,
barrenlands
in brokenterrain,nullahsand
publicly recognized waste
lands shall be used for
borrowing
materials;
The excavationot earth fill
shall be limited to an
approximatedepih of 50 to
No additional
paymentwillbe
madeto the
contractorfor these
mitigation
measures.
The
contractorwill
includetheircosts
in otheritemsof
Envi ronmenta! Manad em ent Plan
work in the BOQ.
In case the use
agricultural
land
unavoidahle,
the top 30 cm
of the ploughlayer shall be
stripped off and siockpiled.
Wheredeep ditchingis to be
carriedout, the top 1 meter
layer of the ditching area
shall be stripped and
stockpiledfor redressingthe
land after the required
bonow material has been
removed;
Drainageinterceptionditches
shall be built around the
borrow pits to prevent
surface run off causing
erosion during the rainy
season;
The denuded ground cover
will be re-vegetatedas soon
as possible following fill
placement to
facilitate
regenerationof a stabilizing
grounocoveri
The roadembankments
and
road cuitings will be
vegetatedwith a fast growing
crop and a native seed mix
fill
immediately after
placementto prevent scour
and
to
encourage
EPHEDivision/NESPAR B-29
Envircnmental1,4
anaoement Plan
EIA of Faisalabad-Khanewal
Motorway(M4)
slabilization.Use of stone
pitching 0r riprap will be
made at appropriateplaces
especially at overpasses,
bridges,culverts;
Discharge zones from
d€inage structureswill be
furnished with rip-rap to
reduceerosion;
Downdrains/chules
shallbe
linedwith rip-rap/masonry
or
concreteto preventerosion;
Sideslopesshallbe adjusted
to a gradientnecessaryto
reduceefosionpotentialor, if
st€eper,gtabilized,covered
with riprapor othermaterial
to preventsoil erosion;
Construction
will be
restricledlo dry s€asonto
avoidsoilerosion;
Soil erosionchecking
measuressuchas the
formation
of sedimentbasins
etc,will be taken;
The proposedProjectSite,
throughwhichthealignment
is proposed,will be
investigaled
for the presence
of naturally
occurring
contaminants
suchas
asbestos,arcenicilikelihood
EPHEDivisionlltlESPAK8-3o
leffainstab,lily,slope
gradienuphysicaland
chemicalpropertiesof soil
suchas soildepth,panicle
sizedistribution,
permeability,
dispersibility,
pH, salinity;and likelihoodof
seismicactivity.lf any
contaminated
soilsare
found,they shallbe removed
anddeposiled
in a sealedpit
in an areaagreedwiththe
concernedauthority.The
6eismicfactorshallalsobe
consideredat the design
stage;
Soilcontamination
by
bitumen,
fuelandchemical
storagesshallbe minimized
by sitingthemon an
imperviousbasewithinan
embanked
ar€aandsecured
by fencing.Thebaseand
wallsof the embankment
shallbe impermeable
and of
sufficientcapacityto contain
110 per centof the total
volumeof storedfueisand
chemicals;
and
The disposalof waste
asphaltshallb€ madein
approvedlocationssuchas
borrowpitsor natural
withinthe RoW.Unless
locatedin areaswith
impervioussoils,
encapsulation
with pre-laid
impervious
linersincluding
walls and cappingis required
withthe objectiveto prevent
waterpercolatingthroughthe
wastematerialsand leaching
toxicchemicalsintothe
surrounding
soils.On
completionof disposalat the
site,the areashallbe
cappedwith a compacted
thicknessof at least0.5
metersof impermeable
soil
coveredwithat least200
mm of top soiland shallbe
finallylandscaped.
Physialogical
and psychological
impacts
Selectionof latestequipmont
and plantwith reduc€dnoise
level ensuredby suitableinbuilt damping techniques
and appropriate muffling
0evlces;
Confiningexcessivelynoisy
work to normal working
hoursin the day;
Providing the construction
workerswith suitablehearing
protectionlike ear cap, ear
muffsetc,;
SC,EPA
Punjab
No addilional
paymentwill be
madeto the
contractorfo. these
mitigation
measures.The
contractorwi}}
includetheircosts
in otheritemsof
workin the BOQ.
'
Avoiding heavy machinery
like percussion hammers
pneumatic drills,
and
especiallyduringnighttirne;
.
Locating the rock crushing,
concretemixingand material
shipment yards away from
residentialareas,particularly
schools, hospitals and
nursinghomes;and
Noisequalitymonitoring
will
be carried out as per
given
schedule
in
Environmental Monitoring
Plan.
.
Surface and
Groundwater
Surface water might get
contaminated due to the
waste
disposalof eonstruction
generateddue to the Proiect
will
activity;this contamination
not onlyendangerthe aquatic
life but will also result in
jeopardizingthe health of
nativesthat use this water for
naafind
.{^hacti^
requirement;
and
ln
addition to
that,
construction waste, if left
unattended will result in
forming leachate which will
percolate through the soil
reach
strata and will
underground
water table and
EPHEDivision/NESPAK
8-33
surface
ano
grcundwaterreserveswill be
adequately protected from
any source of contamination
such as lhe constructionand
oily waste that will degrade
its potablequality;
The
The solid waste will be
disposed of in designated
landfill sites to sustain the
water quality for domestic
f€quirements;
Regular water quality
monitoring according to
determined
sampling
schedule;
The contractofwill ensure
SC, EPA
Punjab
No addiiional
paymentwill be
madeto the
contractorfor ihese
mitigation
measure$.
The
contractorwill
includetheircosts
in otheritemsof
workin the BOQ.
that constructiondebris do
not find their way into the
drainagsor irrigationcanals
whichmayget clogged;
Work on irrigation canal
areas will be kept to a
protective
minimum,
wallsbe
(re-constructed;
To maintain the surface
water floddrainage, proper
mitigationmeasureswill be
taken along the road, like
drainagestructuresin urban
areas;
washing
of
Prohibit
machineryand vehiclesin
surface waters, provide
sealedwashingbasinsand
collect
wastewater in
sedimentation/retention
pond;
Constructionwork close to
the streams or other water
bodies will be avoided,
especially during monsoon
period;
Constructing temporary or
permanent devices to
prevent water pollution due
and
to increased
siltation;
Wasies will be coll€cted,
stored and taken to
EPHEDivisian/NESPAK 8-34
approveddisposalsite.
Floraand Fauna
Loss ot 4794 acres of
agricultural
land
Cuttingof 18,000treesdue to
Proiect related construction
activities.
Huntingandfishing
Flow€ringand fruitingshrubs NHA
will be planted along the
road to
beautify the
landscape.
Raised Median will be
plantedwith grasses(turfing)
and shrubs which may not
attain height more than two
metersAll old and mature trees
falling in the 25 meterwide
proposedplantingstrips will
be saved.Effortwill be made
to save as many trees as
possible even if they are
young or poll stage. Proper
iffigation
and maintenance
of
plantswillbe ensured;
An awareness campaign
targeted
on
the
neighbourhoodfarmers will
be run to popularize the
planting of trees, and
saplingswill be providedon
subsidizedcosts;and
Organicfarmingwillbe
encouragedto minimizethe
use of chemicalfertilizers
and pesticides.
lllegalanimalandfish
huntingwill not be allowed
SC, Forest No additional
Department payment
willbe
and Wildlife madeto the
Department contractorfor these
mitigation
measures.The
contractorw:ll
includetheircosts
in otheritemsof
workin the BOQ.
in caseof violation;
Wildlifedepartmentwill
checkand confirmthat no
huntingis made;
New and good condition
machinery
withminimum
noisewill be usedin
construction;
Noisyworkwill not be carried
out in nighttime so thatthere
will be no disturbanceto
localbirdsandanimals;
Contractorwill ensurethat
the no hunting,trappingof
animalwill be carriedduring
construction;
and
Borrowpitswill be fencedso
thatno animalcanfellinto
these.
Social
and
CulturalProblems
ExiVentry problems for the
residents/ movement of the
peopleto the mosque/shrines
and
maybe disturb6d;
Serious law and order
situationdue to interactionof
workforce wiih the local
communities.
problemdueto loss
Livelihood
land
of agricultural
EPHEDivis,b?'?VESPAK 8-36
Providingalternativeways in CC,NHA
order for the local peopleto
performtheirroulinetasks:
Adding appropriateclauses
in the constructioncontracts
to avoid any law and order
situation;
Local labour shall be
employed wilh an agreed
ratio (>75%)for construction
works;and
No additional
paymentwill be
madeto the
contlactorfor these
mitigation
measures.The
contractorwill
includeth€ircosts
ln otheritemsof
workin the BOQ.
.
Ira rc
Management
An
agreed
minimum
unskilledlabouremployment
for women with equal
remuneration
as menagreed
at an earlystage.
jams
causing
Traffic
inconvenience
to the people
Proper alternative traffic CC,NHA,
plan - controlLocalTraffic
management
of traffic in cooperationwith Police
the local traffic police Department
department
No additional
paymentwill be
madeto the
contractorfor these
mitigation
measures.The
contractorwill
includetheircosts
in otheritemsof
workin the BOQ.
Construction
activitieswill result .
in relocationof variousutilities
withinthe RoW,including
.
electricalpoles,transmissionand
telephonelines
Strengthening of utilities, NHAand
whereverrequired:
Local
Concerned
Close coordinationwith the
Departrnents.
concerned departments to
curtail inconvenienceto the
residentsof the Projectarea
No additional
paymentwill be
madeto the
contractoriof these
mitigation
the
measures.
contractorwill
includetheircosts
in otheritemsof
work in lhe BOQ.
Table 8.2 (a): Environmental Management Plan (Construction Phase ol Section-ll M 4)
S. No.
Aspect
Project lmpact
MitigationMeasures
Responsibilily
lmplementat Supervisio
ion
n
EPHEDivision/l'lESPAK 8-37
Cost
i
Topography
Bonow openpits
ffi
Cutting and dismantlingof
existing infrastructure
Properlandscaping
Land disputes, soil erosion,
lossof potenlialcropland,loss
of vegetation, landscape
degradation,
and damageto
roadembankments;
and
Borrow and open pits are
potential'sourcesof mosquito
breeding and may prove
hazardousto human beings,
liveslock
andwildlife.
Construction SupervlsionNo addiiianal
Contractors Consultantspaymentwill be
(cc)
(SC)
madeto the
contractorfor lhese
mitigation
measures.The
contractorwill
includetheircosts
in otheritemsof
workin the BOQ.
Nece$ary permits will be CC
obtainedlor any borrowpits
ihe
from
competent
authorities;
No excavations allowed
within a distance of 100
metresof the RoW;
In borrow pit8, the depth of
the pits will be regulatedso
that the sides of the
excavationwill have a slope
not steeperthan 1: 4;
Soilerosionalongthe borrow
pitswill be regularlychecked
to preveni/mitigateimpacts
on adjacentlands;
In case bonow pits are filled
with water, measureshave
to be taken to prevent the
mosquitocreation of
breedingsites;and
EPHEDivisian/NESPAK
8-38
SC
No additional
paymentwillbe
madeto the
contractorfor these
mitigat;on
The
measures.
contractorwill
includetheircosts
in otherilemBof
workin the BOQ.
pits will be used for
constructionmateriallandfill
or flsh ponds,but duringthe
excavation,top 20 cm soil
cover will be oreservedfor
vegetationafter the filling of
the pits.This is the best way
to restore the flora of that
Air qualitywill be affectedby
fugitivedustemissionsfrom
construction
machinery,asphalt
plantsandvehiculartraffic.
Emissionmaybe carriedover
longdistancesdependingupon
the windspeed,direction,the
air
of thesunounding
temperature
AirQuality
Dust control by equipping
asphalthot mix and batching
olants with fubric filters or
wet scrubbersto reducethe
levelof dustemissions;
Sprinkling of water across
diversion tracks. Ensuring
that haul trucks carrying
asDhaltconcretemix and/ or
aggregatefill materialsare
kept covered with tarpaulin
to helo contain construction
material being transported
betweensites;and
Punjab
No additional
paymentwill be
madeto the
contractorfor these
mitigation
measures.The
contractorwill
includetheircosts
in otheritemsof
workin the BOQ.
NFQS
Enforcing the
gaseous
applicable to
emissions generated bY
and machinery.
equipment
Construction
wastedisposal
oil
{Wastewater,
and solidwaste
EPHEDivision/NESPAK
B-39
healthrisk .
Unhygienic
conditions,
to workforce
Wastewater effluent from
contractors workshop and
equipment washing yards
will be passed through
No additional
paymentwill be
made to the
contractor for these
gravel/sand bedsto remove
oil/ grease contaminants
before discharging it into
naturalstreams;
mitigation
measures.The
contractorwill
inctudetheircosts
in otheritemsof
workin the BOQ.
Trainingof work force in the
storage and handling of
materialsand chemicalsthat
will potentially cause soil
contamination;
Solidwastegeneratedduring
construclion and in camp
sites will be properlytreated
and safely disposed of in
demarcatedwaste disposal
sites;and
generated by
Debris
existing
dismantling of
pavementstructureswill be
recycled subject to the
suitabilityof the material.
Lossof plantalionand vegetation,
Construction
CampsandOther permanentphysicaland visual
impacton the area,social
Facilities
disturbancefor nearbycommunity
The constructioncampsand
workshops will not be
located In sensitive areas
and prevented within 500
meters distance from the
existingsetflements;
Efforts will be made to
minimize vegetation loss
making
site
while
arrangements
for
construction camps and
otherfacilities;
EPHEDivision/NESPAKB-40
NHA & SC
No additional
paymentwill be
madeto the
contractorfor these
mitigation
measures.The
contractorwill
includetheircosts
in otheritemsof
workin the BOQ.
prohibited by contractor(s)
andworkersnearcampsites
The crushingplantsshall not
be locatedin environmentally
sensitive areas or existing
setllements;
The sites for borrow Dits
shall be selected on the
basis of type of soil strata,
depthof water table, ground
vegetation state etc. and
shall not be located within
100 metersfrom RoW of the
proposedProject.They shall
be prohibited where they
might interfere with the
or
designed
existing
drainag€pattern.The River
locationsshall be prohibited
where there is greater
Iikelihoodof damaging the
River bank or carryingfine
material downstream. The
Contracto(s) shall ensure
that borrowpits are left in a
tidy state with stable side
slopes and proper drainage
in order to avoid creationof
stagnantwater bodies,which
are fuvourable places for
mosquitobreeding;
The deoth of construction
EPHEDivision/NESPAK
8-41
materials such as gravel
removedffom the Riverbank
shallbe keptone t6nthof the
tolal width of the River and
this activityshallnot intenupt
the River flow or undermine
the Riverbanks;
Asphalthot mix and batching
plants will not be located
within 1000 meters of the
existingsettlementsand will
be preferredto establish500
metersaway the settlement
and sufficienty away from
agricultural
activities,
industrialestiablishments
and
sensitiveareasincluding,but
not limited to, educational
and healthfacilities;
The constructionmaterialfor
M-4 will be takenfrom these
approved quarries and no
any new quarrywill be dug
by contractor;
The construction material
storage areas shall not be
and shall be shelteredor
sitedwithinhoardings:
The Contracto(s) will use
the selected routes for
transport of construction
matedals. Any damage
EPHEDivision,lNESPAK 8-42
to these routes by
heavy
overloading or
vehicleswill be borneby the
Contractor(s);
be
Landowners shall
compensatedaccording to
lease
terms of
the
agreementsnegotiatedwith
them for constructingcamps
and otherfacilities;and
The sites for camps and
associatedfacilitiesshall be
the
by
r€instated
after
Contracto(s)
decommissioningof the
proposedProject.
SoilErosionand
Contamination
Roadstability,increasedflood
risk (by morerapidand higher
levelsof runoff),siltingup of
waterbodies,landscapevalue
and in wo€t casesmayreduc€
of land
the economicproduciivity
and biodiversityin the Pro.iect
Area.
barrenlands
Non-productive,
in brokenterrain,nullahsand
publicly recognized waste
lands shall be used for
bonowingmaterials;
The excavationof earth fill
shall be limited io an
approximatedepth of 50 to
100cm;
ln case the use of
is
agricultural land
unavoidable,
the top 30 cm
of the plough layer shall be
slripped off and stockpiled.
Where deep ditching is to be
carriedout, the top 1 meter
EPHEDivision/NESPAKE-43
No additional
paymentwill be
madeto the
contractorfor these
mitigation
The
measures.
contractorwill
includetheircosts
in otherilemsof
workin the BOQ.
shall be stripped anc
stockpiledfor redressingthe
land after the required
bonow material has been
removed;
.
.
EPHEDivision/NESPAK
8-44
ditches
Drainageinterception
shall be built around the
borrow pits to prevent
surface run off causing
erosion during the rainy
season;
The denuded ground cover
will be re-vegetatedas soon
as possible following fill
placement to
facilitate
regenerationof a stabilizing
groundcover;
.
The road embankmentsand
road cuttings will be
vegetatedwiih a fast growing
crop and a native seed mix
fill
immediately after
placementto prevent scour
encourage
and
to
slabilization.Use of stone
pitching or riprap will be
places
made at appropriate
especially at overpasses,
bridges,culverts;
.
Discharge zones from
drainage structureswill be
furnished with rip-rap to
reduceerosion;
Down drainsichutesshall be
lined with riprap/masonryor
concreteto prevenlerosion;
Sideslopesshallbe adjusted
to a gradient necessaryto
reduceerosionpotentialor, if
steeper, stabilized,covered
with riprap or other material
to preventsoil erosion;
Construction wijl
be
restrictedto dry season to
avoidsoil erosion;
Soil
erosion checking
measures such as the
formationof sedimentbasins
etc,will be taken;
The proposed Project Site,
throughwhich the alignment
proposed, will be
is
investigatedfor the presence
of
naturally occurring
contaminanb such as
asbestos,arsenic;likelihood
of erodibilityof soil;contours,
terrain
stability, slope
gradient; physical and
chemical properties of soil
such as soil depth, particle
size
distribution,
permeability, dispersibility,
pH, salinitf and likelihood
of
seismic activity. lf any
EPHEDivision/NESPAK Ms
contaminated soils are
found,they shallbe removed
and depositedin a sealedpit
in an area agreed with the
concerned authority. The
seismic factor shall also be
considered at the design
stage;
Soil
contamination by
bitumen,fuel and chemical
storagesshall be minimized
by siting them on an
impeNiousbase within an
embankedarea and secuted
by fencing. The base and
walls of the embankment
shall be impermeableand of
sufficientcapacityto contain
110 per cent of the iotal
volume of stored fuels and
chemicals:
and
The disposal of waste
asphalt shall be made in
approvedlocationssuch as
borrow piis or natural
depressionsand shall not be
within the RoW. Unless
located in areas with
imoervious
soils,
encapsulationwith pre-laid
imperviousliners including
wallsand cappingis required
with th6 objectiveto prevent
throughthe
waterpercolating
EPHEDivision/NESPAK
8-46
toxic chemicals into the
surrounding soils. On
completionof disposalat the
site, the area shall be
capped with a compacted
thicknessof at least 0.5
meters of impermeablesoil
covered with at least 200
mm ol top soil and shall be
finallvlandscaoed.
Physiological
and psychological
impacts
Selectionof latestequipment
and plantwith reducednoise
level ensuredby suitableinbuilt damping techniques
and appropriate muffling
devices;
Confiningexcessivelynoisy
work to normal working
hoursin the day:
No heavy machinerywill be
used or any distubance
causingwork will be done in
the late hours i.e. after gpm
in summer and 6pm in
winters;
Providing the construction
workerswith suitablehearing
protectionlike ear cap, ear
muffsetc.;
Avoiding heavy machinery
like percussion hammers
EPHEDivision/NESPAK 847
SC,EPA
Punjab
No additional
paymentwillbe
madeto ihe
contractorfor these
mitigation
The
measures.
contractorwill
includelheir costs
in otheritemsof
work in the BOQ.
Envircnmental
Motorway (M-4)
pneumatic
and
especiallyduringnighttime;
Locating the rock crushing,
concretemixingand material
shipment yards away from
residentialareas,particularly
schools, hospitals and
nursinghomes;and
Noisequalitymonitoring
will
be carried out as per
given
schedule
in
Environmental Monitoring
Plan.
ln section-ll of M-4 two
localions were found most
sensitive during the site
surveyregardingthe etfectof
noisedue to the presence
of
Govt Elementaryschool for
Girls and few community
housesin Mouza7 Ghag,at
the pre constructionstages
noise analysis has been
collected aE a base line
reference, samples results
can be viewed in table 4.4
during the construction
phase special attentionwill
be paidon theselocations;
.
Surface water might get '
contaminateddue to the
disposalof construction
waste
generateddue to the Project
The
surface
and
groundwater reserves will be
ad€quately protected from
any source of contamination
No additional
paymentwill be
made to the
contraclor for these
Environ m ental Management Plan
EIA of Faisalabad-Khanewal MotoMay lM-4)
activity;this contamination
will
not only endangerthe aquatic
life but will also resuli in
jeopardizing the health of
nativesthat use lhis watef for
domestic
meeting
requiremenfiand
that,
In
addilion to
construction waste, if left
unattended will result in
forming leachate which will
percolate through the soil
will
reach
strata and
undergroundwater table and
end
uo
hence. will
it.
contaminating
such as the constructionand
oily waste that will degrade
its potablequality;
The solid waste will be
disposed of in designated
landfill sites to sustain the
water quality for domestic
requirements;
quality
Regular water
monitoring according to
determined
sampling
schedule;
The contractor will ensure
that conslructiondebris do
not find their way into the
drainageor irrigationcanals
whichmayget clogged:
Work on irrigation canal
areas will be kept to a
minimum,protective
wallsbe
(re-constructed;
To maintain the surface
water floddrainage, proper
mitigationmeasureswill be
taken along the road, like
drainagestrucilJresin urban
areas;
of
Prohibit
washing
machineryand vehiclesin
surface waters, provide
sealedwashingbasinsand
collect
wastewater in
mitigation
measures.The
contfactorwill
includetheircosts
in otheritemsof
workin the BoQ.
sedimentation/retention
pond;
Constructionwork close to
the streams or other water
bodies will be avoided,
especially during monsoon
period;
Constructing temporary or
permanent devices to
prevent water pollutiondue
to increasedsiltation;and
Wastes will be collected,
stored and taken to
approveddisposalsiie1156acresprivatelandwill be
acouired,47 acreslandwill be
acquiredfor interchangesand
347 acres is the Government
ownedland.
Floraand Fauna
Cuttingof 27302trees due to
Project related construction
activities.
.
Huntingand fishing
Flovvering
and fruitingshrubs C C , N H A
will be planted along the
road to
beautifo the
landscape.
Effort will be made to save
as many trees as possible
ev€nif they are youngor poll
stage. Proper irrigationand
maintenanceof plantswill be
ensured;
An awareness campaign
targeted
on
the
neighbourhood
farmers will
be run to popularizethe
planting ot trees, and
saplingswill be providedon
subsidizedcosts;and
EPHEDivision/l\TESPAK 8-50
SC, Forest No additional
Department paymentwillbe
and Wildlife rnadeto the
Department contractorfor these
mitigation
measures-The
contractorwill
includetheircosts
in otheritemsof
workin the BOQ.
encouragedto minimizethe
use of chemieal fertilizers
and pesticides.
lllegal animal and fish
huntingwill not be allowed
and punishmentwill enforced
in caseof violation;
Wildlife deparimenl will
check and confirm that no
huntingis made;
New and good condition
machinery with minimum
noise will be used in
constructioni
Noisyworkwill not be carried
out in nighttimeso thatthere
will be no disturbance to
localbirdsand animals;
Contractorwill ensure that
the no hunting,trappingof
animalwill be carriedduring
construction;
and
Borrowpils will be fencedso
that no animal csn fell into
these.
Socialand
CulturalProblems
.
EPHEDivision/NESPAK
8-51
ExiUentry problems for the .
residents/ movement of the
peopleto the mosque/shrines
may be disturbed;and
.
Serious law and order
Providingalternativeways in
order for the local peopleto
oerformtheirroutinetasks:
Adding appropriateclauses
ln the constructioncontracts
No additional
paymentwill be
madeto the
contraclorfor these
mitigation
Eituationdue to inleractionof
workforco with the local
communities.
Livelihoodproblemdue to loss
of agricultumlland
to avoid any law and order
situation;
Local labour shall be
employed with an agreed
ratio (>75%)for construction
works;and
measures.The
contractorwill
includetheircosts
in otherilemsof
workin the BOQ.
An
agreed
minimum
unskilledlabouremployment
for women with equal
remuneration
as men agreed
at an earlystage.
11.
t
'/i'
,z
lranrc
Management
Trafficjams causing
inconvenience
to the oeoole
Proper alternative traffic CC, NHA,
SC
managementplan - control Local Traffic
of traffic in cooperationwith Police
the local traffic police Depadment
department
No additional
paymentwill be
madeto ihe
contractorfor these
mitigation
measures.The
contmctorwill
includetheircosis
in otheritemsof
workin the BOQ.
Utilities
Construction
activitieswill result .
in relocation
of variousutiliti€s
withinthe RoW,including
.
poles,transmission
electrical
and
telephone
lines
Strengtheningof utilities,NHAand
OU
whereverrequired;
Local
Close coordinationwith the Concerned
concemed departments to Departments.
No additional
paymentwiil be
madeto the
contractorfor these
mitigation
measures.The
contractorwill
includetheircosts
in otheritemsof
work in the BOQ.
EPHEDiision/NESPAK
8-52
curtailinconvenience
to the
residentsof the Projectarea
Envircnmental
Mototway
Table8.2(b) Environmental
Management
Plan(Operationphase)
S. No.
Responsibility
Aspect
1.
Noise
Deterioration
of
Vehicles
SoilErosionand
Cantamination
,\
IIll
t { El l
Projectlmpact
Physiological
and psychological
MitigationMeasures
.
Plantation
of indigenous
tree
species
.
Enforcinglawsand testing
vehiclesregularlyfor noise
pollution
9^,[
{
lmplementat Supervisio
ion
n
NHA
The co6t for
plantationwill be
included in the
total
Project
cost.
Lesswearand teardue to
improvedroadcondition
Floodrisk by rapidflashof
storm-waterrunoff.
undermining
of the slruclures
suchas bridges,flyoversand
slopeinstabilitycausing
damageto the Mototway;and
Soilcontamination
due to
Wastewater
arisingfrom
ServiceAreas.
/ -)ll
Cost
In case soil erosion takes NHA
place,
proper remedial
measureswill be undertaken
to stop future impactsof loss
of soils and the associated
impacts caused by soil
erosion;
NHA&
NH&MP
The cost for
thesemitigation
measureswill be
includedin the
totalProject
cost.
NHA
The costfor
thesemitigation
measures
willb€
Vegetationfor humanusewill
be bann€dw,thinthe proposed
RoW;and
Toiletsat the serviceareaswill
be equippedwithseptictanks,
andthe wastewill be disposed
at designatedsites.
4.
RoadSafety
Roadsafetyissueslikeaccidents .
Enforcingspeed limits and NH&MP
imposing penalties on the
trafficviolators;
Rest areaswill be providedfor
those in need for rest during
travel;
Traflic signs will be providedto
facililate road users about
speedlimits,rest areas,eating
establishments
etc.;
includedin the
lotal Project
cost.
Warning messagessuch as
"speed thnlts buf kil/s" or
"befterlate than nevef' etc. will
also
be
displayed at
appropriatelocationsto aware
drivers about likely accidenls
due to overspeeding;
All the lanes, median,sharp
bends will be refl€ctorizedto
facilitatetravellersin the night
time;and
f'{3
li
'l
Properlightingarrang€ment
on
the proposedMotoMaywill be
doneat requiredplaces.
s.
b.
Landscaping
.
Provision of solid waste NHA
collection bins/containersat
appropriateplaces
.
Safedisposalof solidwaste
Development
of commercial
Seeking pormission from the NHA
(restaurants,
petrol concerned authority for futufe
establishments
and gas fillingstations),
development
educationalinstituteselc.,which
LandUse
EPHEDivislon/NESPAK
Solidwastealongthe Motorway
8"54
The cosi for
these mitigation
measureswill be
included in the
total
Prclect
cost.
Developme The costfor
nt Authority thesemitigation
measureswill be
includediri the
may affectthe landvalue
Air Quality
Changein airqualitywiththe
paasageof time
.
.
Settingup of systemto monitor
air quality along the Projecl
Area in accordance with
acceptable
International
standards;
and
Treeswill be plantedalongthe
fence o'f the proposed
Motorway, these will work
noise barrier, For suitable
plantation Fotest Departrnent
will be consulted.
EPA
Punjab
The costfor
thesemitigation
measureswill be
included
in the
total Project
cost.
Reducedtraveltime, whichwill be
permanent moderate positive
impact
Socio-economic
Conditions
'
.
.
Openingup marketsto rural
economicactivitiesby reducing
the productionand
.
transportation
cost thereby
stimulating
agricultural
production
Providing interchanges at
appropriateIocations
Keeping underpasses in
operaiionconditionby regular
maintenance
The costfor
thesemitigation
measureswill be
includedin the
totalProject
cosl.
In-accessibility
exceptfrom
interchanges
Note:DC(DesignConsultant),
CC (Construction
Contractor),
SC (Supervision
NHA(National
Consultant),
Highway
Authority),
NHh/p
(NationalHighway& MotorwayPolice)
EPI-|EDivision/NESPAK 8-55
EnvironmentalMonitoring
of
3S7. Thjssectionprovidesa monitoringplafithat identifiesthe rolesand tesponsibilities
and liststhe parameters
and socialmonitoring
Projectstaffinvolvedin environmental
proces$.
thatwillbe usedin the monitoring
8.6
8.6.1 Objectives
and operationphase
construction
398. The main objectivesof lhe pre-construction,
monitoringp{answill be to:
and socioMonitorthe actualimpactof the workson physical,biological
the
indicating
adequacy
within
the
Project
corridor
for
receptors
economic
of the EIA;
Recommendmitigationmeasuresfor any unexpectedimpactor wherethe
impactlevelexceedsthatanticipatedin the EIA;
includingsafety
with legaland community
obligations
Ensurecompliance
sites:
on construction
Monitor the rehabilitationof borrow areas and the restoration of
as described
in the EMP;and
campsites
construction
materials.
Ensurethe safedisposalof excessconstruction
phasewillbe to:
of monitoring
duringtheoperation
399. Themainobjectives
Appraisethe adequacyof the EIA with respectto the Project'spredicted
physical,
and socio-economic
biological
long-term
impactson the corridor's
environment;
of the mitigationmeasufesproposedin the EMP
Evaluatethe effectiveness
if andwhennecessary;
improvements,
and recommend
Compileperiodicaccidentdatato supportanalysesthatwill helpminimise
futurerisks;and
Monitorthe survivalrateof avenueplantations.
and Schedules
8,6.2 MonitoringRoles,Responslbilities
is listedbelow,
monitoring
400. The Projectstaff engagedin socialand environmental
specificto eachpost:
followedby descriptionsof the monitoringresponsibilities
.
DD (Environment)
'
SupervisionConsultants
planis shownin Table8.3.
401. Overallmonitoring
DeputyDirector(Environment)
for Environmental
will havecverallresponsibility
402, The DeputyDir€ctor(Environment)
(M&E).
following:
Thisincludes
the
Monitoring
and Evaluation
requiredfor
of humanand materialresouTces
1. Ensuringthe availability
monitoring;
environmental
periodicmonitoring
theseamongthe
reportsand disseminating
Generating
staffmembers;
andappropriaie
management
trainingis providedto the stafi
Ensuringthat the requiredenvironmental
and
concerned;
A
firmsand ensuringthat
to independent
Contracting
out externalmonitoring
auditsarecarriedout.
oeriodiconvironmental
for:
403. The DD {Environment)
andhis teamwillalsobe responsjble
1.
sitesto reviewthe environmental
Carryingout visitslo the construction
of the contractors:
and
oerformance
strategy.
The statusof the Projecfsconsultation
b)
SupervisionCon€ultant
ExpertiMonitoring
Consultant
Consultant
will involvethe Environmental
404. Supervision
of
and ResidentEngineef.The ResidentEngineerwill overlookthe pedormance
contractorto make sure that the contractoris carryingout the work in accordance
with EMP.The MonitoringConsultant(MC) on the other hand will carry out the
for adequacyof the
environmental
monitoringand reportto DD (Environment)
monitoringprogramas specifiedin EMP. The MC will also inducta Technical
and NHAs staff.
TrainingConsultantto educatethe Contractor's
8.6,3 MonitoringParameters
EnvironmentalMonitoringParameters
405. The followingenvironmentalparameterswill be monitoredat locationsidentified
phase(e.9.locationof asphaltplants,construction
camps.
duringthe construction
etc.).
. AmbientAk Quality(NO,,SO-,CO,PM., Hydrocarbons,
Smoke)
. WaterQuality
a)
FecalE. Coli,TotalColonialCount,Fecal
Groundwater
Quality(TotalCoiiforms,
pH,TDS,TotalHardness,Nitraie,Chloride,
Sodium)
Entefococci,
BODs,COD,Turbidity)
Wastewater
Quality(pH,DO,TSS,Alkalinity,
.
NoiseLevels
b)
SocialMonitoringParameters
Socialmonitoringwill be cafriedout basedon the followingindic€tors:
Envi ro nme nta I Man aqem ent Plan
.
.
Numberof pAPs to be resettled/relocatediprovidedlivelihoodassistance
whererequired;
Availabilityand adequacyof allernativeresettlementsites for PAPS (by
numberandtype);
Jnventory
and valuationof PAPs'afiecledassets;
incomesof PAPS;
Pre-and post-resettlement
Noticeperiodgivento PAPSbeforeshiflingthemfromtheiroriginallocations
withinthe RoW;
underthe EMP;
Numberof vulnerable
PAPscompensated
Verifcationof shifting assistanceprovidedto displacedsquattersand to
squatter-owners
allowedto salvagetheirfacilities;
carriedout, as well as targeted
Number and nature of consultations
stakeholders;
procedures,entitlementpackages,and
PAPS'perspectiveson compensation
proposedalternativeresettlement
sites;
during
Recordof any problemsdue to reslrictedaccessto the Motonruay
construction
and whetherramps/divsrsionshave been providedwhere
required;
recorded
and redressed;
Numberof grievances
andutilities
to be relocated;
Numberof publicfacilities
Number of mosques/shrines/ graves to be relocated(if any) and
of affectedcommunities
and NHA;and
contribution
corresponding
of relocation
of mosques/
Verification
shrines/graves.
8.6.4 ReportingStructureand Outcomes
of the ProjectDkectorwho will
407. Progressrepo ing will be the overallresponsibility
provideinputsto the Supervision
for submission
to GM (NHA,/ADB).
The
Consultants
for submitting
a monthlyenvironmental/
Consultants
will be responsible
Supervision
will
In addition,
the DD (Environment)
socialreportfor the Projectto GM (NHA/ADB).
preparea quarterlyreportencompassing
concerns,and following
environmental
he will submit
Socialand Land/Resettlement)
reviewby the Director(Environment,
thereDortto the EPAPuniab,
EPHEDivision/NESPAK&58
Table8.3(a) Environmental
MonitoringPlan(2015)
Components
Parameters
No.of Samples Frequenc Responsibilit
(No.of Samples
x Frequencyx
Year)
v
v
Quarterly
EE of CC and
Duration
Cost (Rs.)
24 hours
3,000,000/-
ConstructionPhase(02years)
Air Quality
co, No,,so,,PM,o
10x4x2= 80
GroundWater
Quality
TotalColiforms,FecalE.
Coli,TotalColonialCount,
pH,
Fecal Enterococci,
TDS,TotalHardness,
Sodium,
Nitrate,Chloride,
Arsenic
'l0v2x2=4O
Bi-annually EE of CC and
SC
1,200,000/-
SurfaceWater
Quality
pH, DissolvedOxygen,
TSS,TDS,Alkalinity,BODs,
COD,Turbidity
3x2x2= 12
Bi-annually EE of CC and
360,000/-
10x4x2= 80
Noi$e Level
Quarterly
EE of CC and
SC
24 hours
TOTAL
1,200,000/-
5,760,0001-
OperationPhase(2 years)
Air Quality
co, No,,so-,PM,o
10x4x2= 80
Quanerry
NHA
GroundWater
TotalColiforms,FecalE.
10x1x2= 20
Annually
NHA
EPHEDivision/NESPAK
8-59
24 hours
3,000,000/600,000/-
Quality
Coli,TotalColonialCount,
pH,
FecalEnterococci,
TDS,TotalHardness,
Nitrate,Chloride,Sodium
SurfaceWater
Quality
pH, DissolvedOxygen,
TSS,Alkalinity,BODg,
COD,Turbidity
Noise Level
3x1x2= 6
Annually
NHA
10x2x2= 4
Bi-annually
NHA
180,0001-
24 hours
600,000/-
TOTAL
4,380,000/-
GRANDTORAL
10,140,000/
KEY
EC - Environmental
Committee, NHA- NationalHighwaysAuthority
EE - Environmental
Engineer, CC- Construction
Contractor
SC- SupervisionConsultant
8.7 Plantation
Plan(2014)
408. To minimise
vehicular
thenegative:mpacts
arising
dueto increased
activity
on theroad,
treeswillbe planted
excessive
alongtheentireProject.
409. Table8.4 giveslhe mitigation
costfor Plantingand Maintenance.
Two stripsof 25m
widthhave been plannedto be resetuedfor plantingon both sidesof the motorway
- Khanewaisection= 184 km long).Plantingshall be done in rows
(Faisalabad
= 3m)shallbe plantedfor a lengthof 50
(avenues).
Eightavenuesirowto rowdistance
= 6m)in therestof the
(rowto rowdistance
andfouravenues
km nearthe habitations
134km longstrip.
Number
of plantsin eightavenue/
rowsof 50km= (50,000m/3m
x B)
= 133,328
Number
of plantsin fouravenue/rowsof 134la6= (J34,000m/3m
x4)
= 178,664
= 311,992
Number
of plantsin onestrip(133,328+178,664)
(311,992
Number
of plantsin onestrip
x2)= 623,984
(500plants
Number
of Avenuemiles
=
planted
in onavenuemile)to be
1,250
Beatingup of failures
= 312
(25%of the plantsplanted)Avenuemiles
Table 8.4: MitigationCost on Plantingand Maintenance
#
Year
Plantingcost
( Rs. Per Av. Mile)
1
($ 416,6)
25,000
1
(forbeatingup
failures)
25,000
($416'6)
o
A.mount
Pak Rs.
US$
1,250
31,250,000
520,833.3
J tz
7,800,000
130,000
($166.6)
10,000
1,250
12,500,000
7,500($ 125)
1,250
9,375,000
4
4,000($ 66.7)
1,250
5,000,000
5
3,000($
60)
1,250
3,750,000
J
4
A,venue
Miles
?
TOTAL
89,675,000
208,333.3
156,250
q2 ae? e
62,500
1,161,250
w
291. Table 8.5 gives the mitigation cosl for gfass turfing and pianting with shrubs and
climbers.RaisedMedianshall be plantedwith grasses(turfing)and shrubswhichmay
not attainheightmore than two meters.A largevarietyof shrubsand sioutclimbersis
availableand choice can be made out of these. Kener (Nerium o'eander)and
Bouganvilleaare two examples.This plantingcould providean effectiveprotection
againstnightglare besidesbeautifyingthe area.
= 7m
The widthof the median
Lengthof the motorwaysection
= 184km
Areaof the median
= 1 3 0h a
Table8.5: Cost on Grass Turfing and Plantingwith Shrubs and Climbers
#
Year
Plantingcost (Rs. Per
Hectare)
Area
(Ha)
Amount
Pak Rs
1
130
9,750,000 162500
5Z-a
2,475,O00
41250
30,000($ 500)
130
3,900,000
65000
.l
30,000($ 500)
130
3,900,000
65000
4
30,000($ 500)
130
3,900,000
65000
5
30,000($ 500)
130
3,900,000
65000
1
1
J
4
6
7
8.8
($ 1250)
75,000
us$
up
75,000($ 1250),beating
failures,
turfing(25%)
Total
27,825,000 463,750
EnvironmentalTechnicalAssistanceand TrainingPlan {2014)
410. An environmentaland socialtrainingand TechnicalAssistance(TA) programwill be
car ed out to buildthe NHA'scapacityto effectivelyimplementthis EMP,as well as to
facilitate the improved environmentalmanagementof future Motorway Proiects by
and socialawarenessof NHA staff in general.The NHA
increasingthe environmental
with the collaborationof MonitoringConsultants(MC) will arrangethe environmental
tralningsessionsfor their staff.The objectiveof thesesessionswill be to help establish
appropriatesystems, and to train senior NHA staff responsiblefor managing
operations,and planning,who can then imparttrainingat a broaderlevel
environmenl,
will organize
withinand outsidethe NHA (i.e.,the trainingof trainers).The Consultants
irainingcoursesfor NHA staff, in specializedareas such as air and noise pollution
monitoring;develop environmentoperationmanualsin consultationwith the NHA's
wing.The detailsof thistrainingprogramare presentedin Table8.6
Environmental
Table 8.6: PersonnelTrainingProgrammeiTA Services
Provided by
Contents
Trainees/Events
Duratio
Monitoringconsultantsl
Shortseminarsand
courseson:
Threeseminarsfor
NHAProjectstaff
2 days
and
Shortseminars
courses
on:
Socialawareness
Threeseminarsfor
2 days
Shortlecturesrelatingto
Safetyand
Occupational
Health
Twoseminarsfor
contractor's
staff
organizations
in
specializing
environmental
management
and
monitoring
consultants/
Monitoring
organizations
specializing
in social
Environmental
Iaws
daily
and regulations
monitoring
and
supervision
and
management
Projectstaff
dealingin
Social/lands
maners
monitoring
Monitoringconsultantsi
organizations
2 days
specializing
in
healthand
Occupational,
safetyissues
8.9
Enyironmental Monitoring, Mitigation afid Training Costs
4 1 1 . For an effective implementationof environmentalmitigationmeasures,it is very
of environmental
mitigation
importantto providesufficientfundsfor the implementation
measures, monitoring,training and land acqsisition and resettlement(including
damages).NationalHighwaysAuthority(NHA)is committedto implementall mitigation
measuresgiven in this report and will provide requiredfunds in this regard.The
costsis givenin Table8.7,whichamountsout to be Rs.
summaryof totalenvironmental
(US
3,969.199
mitlion $ 66.1B7).
Table 8.7 Summaryof EnvironmentalCosts
Description
a
Mitiqation
Cost
Environmental
2. Environmental
Monitoring
Cost
i
Environmental
TraininqCost
Cost
LandAcquisition
and Resettlement
TOTAL
Cost (Millions)
Pak Rs,
us$
97.50
o-cJ
0.2
3,864.969
3.969.199
| ,otJ
0.109
0.033
64.42
66.187
Envircnmental Management P[an
EIA of Faisalabad-KhanewalMotot"uay(M-4)
PlantationPlan (2015)
with 500 plants,has been
The costof raising one Kilometer(1000meter)lengthof plantation,
price
plants,
procurement
earthwork,
of manures,
of
estimatedas Rs. 3,28,000/-including
continuedsuppiyof waier to young plantsthroughoutthe year and its maintenancefive (5)
years.
per 1000meterlengthor 500 plants(1 Kilometer)
Bfeak-up
of Expenditure
@ Rs. 500f per
diemis oivenin Table8.9below:
Table 3: EstimatedCost of Plantatlonfor First Year
Sr,
No.
't.
Particulars of Work
Layout
Quantity
1..Km
Digging of Pits 2.5 ft. each 1500cft.
2.5x500=1500cft.
z-
Costof Plantsinciuding
500No.
Cosiof planting
of plants
500No.
Rate
(Ruoees)
2 MD/Av.km
10
MD/Av.km
Rs.20f
olant
Rs.101
plani
Rs.2/- plant
Carriageof plantsfrom private 500No.
nursery to site including
loadinq/unloadina
Cost of Manureand Bhall(silt) 500plants
Amount (Rs.)
'1000.00
5000.00
10,000-00
5,000.00
1000.00
5,000.00
includinqcarriaqe
7.
H/watering50 times 500x50 25,000
with water bowser,one driver no,
andonecoolie
B.
Weedinq
twice500x4
o
Reopening of
{500x2)/cfUpit
10.
Unforeseen
1000no,
Pits twice 1000cft.
5 MD/per
1000
62,500
5MD
5MD
2.500.00
2,500.00
500.00
Total
95,000.00
Table4: EstimatedCost of Restockingand Maintenancefor 2nd Year
Sr.No.
Particularsof Work
Quantity
Rate
{Rupees)
1.
2.
Costof Plants20%Restockins 1 0 0N o .
Coslof plantinq
100No.
Rs.20l-Dlant
2000.00
Rs. 10/-plant
1000.00
Carriaqeof plants
100No.
Rs. 2f plani
200.00
H/watering
50 timeswithwater
bowser,one driverand
onecoolie
25,000
no.
5 MD/per%
62500
1000cft.
5MD
2,500.00
1000no.
5MD
2,500.00
Reopening of
(500x2)
Pits
twice
Weedinqtwice500x2
7.
Amount
(RsJ
300.00
Unforeseen
Total
71.000.00
Table5: EstimatedCost of Restockingand Maintenancefor 3rd Year
Sr.
No.
1.
5.
Item
Quantity
Rate
(Ruoees)
Amount
(RsJ
Cost of Plants10% Restocking 100No.
100No.
Rs.20i-plant
2000.00
Costof plantinq
100No.
Rs. 10/-plant
1000.00
Carriageof plants
100No.
200.00
H/watering
40 times
20,000
no.
Rs.?- olant
5 MD/1000
Reopening of
{500x2}
twice 1000
Pits
5MD
Unforeseen
50,000
2,500.00
300.00
56,000.0
0
Total
Table 6: EstimatedCost of Maintenancefor 4'i Year
Sr.
No.
1.
Particularsof Work
Hiwaterinq40 times
Pruningand cleaningof plants
3.
Unforeseen
Ouantity
Rate
(Rupeesl
Amount
(Rs.)
20,000
no.
5 MDl1000
50.000
500no.
5MD
2.500.00
500.00
Total
53,000.00
Table 7: EstimatedCost of Maintenancefor 5'hYear
Sr.No.
1.
Item
Quant:ty
H/watering
40 times
Pruning and cleaning of
olants
20.000no.
500no.
Rate
Amount
{Rs.}
5 MD/1000
5MD
Unforeseen
50.000
2,500.00
500.00
Total
53.000,00
Table 8: Total PlantationCost (FromTable3 to 7)
Sr. No. Item
1.
Cost(Rs.)
Total cost for raising 500 plants (1 Km of plantation)and
328,000.00
Maintenance
for 5 vears(1 to 5)
plantsincluding
maintenance
for
Totalcostfor raising1,30,000
years
alongthe boundaryof converterslationin 2 85,280,000or
5
rows and along inner roads, open spaces,within u 5 . z d m o n
of thebuildinqs
compounds
Rs.656.001
Costof raisingone plantwithfouryearsmaintenance:
8 . 1 1 EnvironmentalTechnicalAssistanceand Training Plan(2015)
412. An environmental
and socialtrainingand TechnicalAssistance(TA) programwill be
carriedout to buildthe NHA'scapacityto effectivelyimplementthis EMP, as well as to
facilitate the improved environmentalmanagernentof future Motorway Projects by
increasingthe environmental
and socialawarenessof NHA staff in general.The NHA
of MonitoringConsultants(MC) will arrangethe environmental
with the collaboration
trainingsessionsfor their staff.
4 1 3 . The objective of these sessionswill be to help/establishappropfiatesystems, and to
trainseniorNHA staff responsible
for managingenvironment,
operations,
and planning,
who can then imparthainingat a broaderlevel wlihin and outsidethe NHA (i.e.,the
trainingof trainers).The Consultantswill organizetrainingcoursesfor NHA staff, in
specializedareas such as air and noise pollutionmonitoring;develop environment
with the NHA's Environment
section.The detailsof
operationmanualsin consultation
thistrainingprogramare presentedin Table8.10
EnvironmentalManagementPlan
EIA of Faisalabad-KhanewalMotorway (M-4)
Table 8.{0 PersonnelTrainingProgramme/TA Services
Frovided by
Contents
consultants/
Monitoring
Short seminars
courseson:
organizations
Trainees/ Events
Duralion
and Three seminarsfor 2 days
NHA Projectstaff
Environmentallaws
in
specializing
and regLrlations
daily
envir0nmental
monitoring
and
and
management
supervision
monitofing
Monitoring3
consultants/
organizations
specializingin social
Shortseminars
and
courses
on:
Socialawareness
Threeseminarsfor
2 days
Projectstaff dealing
in
Social/lands
matters
management
and
monitoring
Monitoring
consultantsl
organizations
Short lecturesrelatingto Two seminars for 2 days
OccupationalSafety and contractor's
staff
Health
specializing
in
Occupational,health and
safetyissues
a)
Gost of EnvironmentatTechnicalTraining
414. The cost provisionof Rs. 700,000(US$ 7000)is estimatedon lump sum basisfor
providingtechnicaltrainingto the staff.
8.12 EnvironmentalMonitoring,Mitigationand TrainingCost (Sectionlll)
415.Thecost requiredto effectivelyimplementthe mitigationmeasuresis importantfor
the sustainabilityof ihe Project both in the constructionand operationstages of the
Project.
416.Thesecostsare summarized
as below:
Environmental
MonitoringCost
Environmental
TrainingCost
Tree PlantationCost
Total
10,140,000/'1
(iumpsum)
,000,000/85,280,000/96,420,000/-
EnvircnmentalManagementPlan
EIA of Faisalabad'Khanewal Motoruay (M-4)
say
=
96.42Million Rupees
All lhe environmental
costwouldbe the pad of environmental
cost.
EPHEDivtsion/NESPAK
B-6B

addendum-no-2-for-contract–no-icb-m4-iiia

Transcription

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