BOQIMPROVEMNET OF JHAL KHANUAANA CHOWK FAISALABADBill of
Quantities4.2 STRUCTURE (Retaining Walls) Along Underpass RampsITEM
NO.DESCRIPTIONUNITQTY.RATE(Rs.)Amount(Rs.)107 aStructural
Excavation in Common materialCM6,2036202.50107 d(i)Granular Back
Fill with SandCM1,7631762.50401 a(i)Base Slab, Concrete Class
A1CM231230.30401 a(ii)Stem of Retaining Wall, Concrete Class
A1CM368367.50401 a(ii)N J Barriers Concrete Class A1CM7575.00401
fLean ConcreteCM217216.90407 aConstruction of Cast inplace Concrete
Piles760 mm dia Including Concrete Class A3 (4000 psi) Excluding
Steel ReinforcementLM0.00.00.0404 bReinforcement as per AASHTO M-31
Grade 60TON8685.20.0406 aExpansion Joints including Filler /
SealantLM4848.00406 fPVC Waterstop, 225 mm Wide & 10 mm
ThickLM348348.00SP415aType-I Water Proofing
TreatmentSM300300.00SP415bType-II Water Proofing
TreatmentSM300300.00SP420Furnishing and Fixing Glazed Ceramic
TilesSM2,4002400.00SP422Provide and Install Dia. 200 mm Semi
Perforated PipeLM300300.00TOTAL OF BILL111,731,830210,006,442
EEIMPROVEMNET OF JHAL KHANUAANA CHOWK FAISALABADEngineer's
Estimate4.2 STRUCTURE (Retaining Walls) Along Underpass RampsITEM
NO.DESCRIPTIONUNITQTY.RATE(Rs.)Amount(Rs.)107 aStructural
Excavation in Common materialCM6,203142.96886,7816202.50107
d(i)Granular Back Fill with SandCM1,763781.101,377,0791762.50401
a(i)Base Slab, Concrete Class A1CM23111,7322,710,092230.30401
a(ii)Stem of Retaining Wall, Concrete Class
A1CM36811,9124,383,616367.50401 a(ii)N J Barriers Concrete Class
A1CM7511,912893,40075.00401 fLean
ConcreteCM2175,492.631,191,901216.90407 aConstruction of Cast
inplace Concrete Piles760 mm dia Including Concrete Class A3 (4000
psi) Excluding Steel ReinforcementLM0.013,581.000.00.00.0404
bReinforcement as per AASHTO M-31 Grade
60TON86112,814.889,702,08085.20.0406 aExpansion Joints including
Filler / SealantLM48184.928,87648.00406 fPVC Waterstop, 225 mm Wide
& 10 mm ThickLM3481,062.43369,726348.00SP415aType-I Water
Proofing TreatmentSM300161.3748,411300.00SP415bType-II Water
Proofing TreatmentSM300608.00182,400300.00SP420Furnishing and
Fixing Glazed Ceramic
TilesSM2,4001,162.172,789,2082400.00SP422Provide and Install Dia.
200 mm Semi Perforated PipeLM3004,9731,491,900300.00TOTAL OF
BILL26,035,46986,785111,731,830210,006,442
UP1 WALLSIMPROVEMNET OF JHAL KHANUAANA CHOWK FAISALABADBack up
Calculations4.2 STRUCTURE (Retaining Walls)107 aStructural
Excavation in Common materialSECTIONL (m)W (m)H (m)No.QTYDIMENSIONS
OF RETAINING
WALLSSECTIONHLENGTHT1T2BHBTBD1D21020.510.0(m)(m)(mm)(mm)(mm)(mm)(mm)(mm)(mm)2020.510.031505.15.514,208141503.83.511,99525020.520.035.0150.045020017509003100450250SUM
=6,203CM43.0150.0300200100050018002502505TOTAL300.0107 d
(i)Compacted Granular Back FillSECTIONL (m)W (m)H
(m)No.QTY1000.010.02000.010.031501.755.011,313415013.014505000.020.0SUM
=1,763CMLength of ramp on side 1150401 a(i)Base slab of Wall,
Concrete class A1Length of ramp on side 2150Length of two
sides=300Total length of all four sides300SECTIONL (m)W (m)H
(m)No.QTYTotal length of all four
sides30010.000.0010.020.000.0010.03150.03.10.3511634150.01.80.2516850.000.0020.0SUM
=230CM5 % INC.0.0CMReinforcement @125kg/CM=28.79tons401 a(ii)Stem
of Wall, Concrete class A1SECTIONL (m)W (m)H
(m)No.QTY10.000.010.020.000.010.03150.00.3255.012444150.00.2753.0112450.01.2750.020.0SUM
=368CM5 % INC.0.0CMReinforcement @135kg/CM=49.62tonsL (m)Area
(sm)No.QTY401 a(ii)N J Barriers Concrete Class A13000.25175CM5 %
INC.0.0CMReinforcement @90kg/CM=6.8tons401 fLean ConcreteSECTIONL
(m)W (m)H
(m)No.QTY10.00.150.07510.020.00.150.07510.03150.03.250.0751374150.01.950.0751225880.00.60.3001158SUM
=216.9CM5 % INC.0.0CM404 bTOTAL Reinforcement as per AASHTO M-31
Grade 60=85.16TONS5 % INC.0.0TONS406 aExpansion Joints including
Filler / Sealant@' 26.5m c/cSECTIONL
(m)No.QTY7.210.000.018020.000.035.063043.0618SUM =48.0LM5 %
INC.0.0LM54.2372881356406 fPVC Waterstop, 225 mm Wide & 10 mm
Thick1.210.000.020.000.035.063043.0618longitudinal300.01300SUM
=348.0LM5 % INC.0.0LM7.2401 gBitumen Paint on Contraction
Joints0.0SMSP 414Mixing of Additives (Plasticizers) in Concrete@
2.5 LITER / CM =0.0Liter5 % INC.=0.0Liter415 aType-I Water Proofing
Treatment behindRetaining WallsSECTIONL (m)H (m)No.QTYOpposite
Canal SideWalls1150.02.00013000SUM =300SM0415 bType-II Water
Proofing Treatment behindRetaining WallsSECTIONL (m)H
(m)No.QTYCanal SideWalls1150.02.00013000SUM =300SMSP420Furnishing
and Fixing Glazed Ceramic TilesRetaining WallsSECTIONL (m)H
(m)No.QTY10020.0200.020.031505.021,50041503.02900500.030.0SUM
=2,400SM5 % INC.0.0SMSP422Dia. 200 pvc Semi Perforated Drain PipeL
(m)No.QTY300.01300LMSUM =300SM407 aCast In Place Piles ( 760) in
normal soil,UnitLWHNo.QuantityConcrete class A
3(m)(m)(m)LM2000.0No. of piles=112per lengthCMLA
=0.4500.0Reinforcement @250kg/CMTON0.0
UP2 WallsIMPROVEMNET OF JHAL KHANUAANA CHOWK FAISALABADBack up
Calculations4.2 STRUCTURE (Retaining Walls)107 aStructural
Excavation in Common materialSECTIONL (m)W (m)H (m)No.QTYDIMENSIONS
OF RETAINING
WALLSSECTIONHLENGTHT1T2BHBTBD1D21020.510.0(m)(m)(mm)(mm)(mm)(mm)(mm)(mm)(mm)2020.510.03020.510.014020.510.02SUM
=0.0CM34TOTAL0.0107 d (i)Compacted Granular Back FillSECTIONL (m)W
(m)H (m)No.QTY1000.010.02000.010.03000.010.04000.010.0SUM
=0.0CMLength of ramp on side 1200401 a(i)Base slab of Wall,
Concrete class A1Length of ramp on side 2160Length of two
sides=360SECTIONL (m)W (m)H (m)No.QTYTotal length of all four
sides72010.000.0010.020.000.0010.030.000.0010.040.000.0010.0SUM
=0.0CM5 % INC.0.0CMReinforcement @125kg/CM=0.0tons401 a(ii)Stem of
Wall, Concrete class A1SECTIONL (m)W (m)H
(m)No.QTY10.000.010.020.000.010.030.000.010.040.00.2750.010.0SUM
=0.0CM5 % INC.0.0CMReinforcement @135kg/CM=0.0tonsL (m)Area
(sm)No.QTY401 a(ii)N J Barriers Concrete Class A100.2510.0CM5 %
INC.0.0CMReinforcement @90kg/CM=0.0tons401 fLean ConcreteSECTIONL
(m)W (m)H
(m)No.QTY10.00.150.07510.020.00.150.07510.030.00.150.07510.040.00.150.07510.050.00.60.30010.0SUM
=0.0CM5 % INC.0.0CM404 bTOTAL Reinforcement as per AASHTO M-31
Grade 60=0+0+0 =0.0TONS5 % INC.0.0TONS406 aExpansion Joints
including Filler / Sealant@'26.5 m c/cSECTIONL
(m)No.QTY7.210.000.018020.000.030.000.040.000.0SUM =0.0LM5 %
INC.0.0LM54.2372881356406 fPVC Waterstop, 225 mm Wide & 10 mm
Thick1.210.000.020.000.030.000.040.000.0longitudinal0.010.0SUM
=0.0LM5 % INC.0.0LM7.2401 gBitumen Paint on Contraction
Joints0.0SMSP 414Mixing of Additives (Plasticizers) in Concrete@
2.5 LITER / CM =0.0Liter5 % INC.=0.0LiterSP 415 aType-IV Water
Proofing Treatment behindRetaining WallsSECTIONL (m)H
(m)No.QTYOpposite Canal SideWalls10.00.00010.00SUM =0.0SM05 %
INC.0.0SM397SP 415 aType-I Water Proofing Treatment behindRetaining
WallsSECTIONL (m)H (m)No.QTYCanal SideWalls10.00.00010.01440SUM
=0.0SM5 % INC.0.0SMSP420Furnishing and Fixing Glazed Ceramic
TilesRetaining WallsSECTIONL (m)H
(m)No.QTY10020.0200.020.0300.020.0400.020.0SUM =0.0SM5 %
INC.0.0SMSP422Dia. 200 pvc Semi Perforated Drain PipeL
(m)No.QTY0.020.0LMSUM =0.0SM
