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BILL NO.6 : NEW BRIDGES/UNDERPASSES/GRADE SEPARATORS
Item No. Particulars of Items Unit Estimated Qty Rate Amount
6.01 Earthwork in excavation for structures in all types of
soil and marshy soil excluding rock, including all lifts
and leads as per drawings and TechnicalSpecifications Section 300.
cum 11278 72 812016
6.02 Earthwork in excavation for structures in ordinary
rock, including all lifts and leads as per drawings and
Technical Specifications Section 300.
cum 32412 240 7778880
6.03 Earthwork in excavation for structures in hard rock
including all lifts and leads as per drawings and
Technical Specifications Section 300 and Clause 'A7'
of Additional Technical Specifications.
With Controlled Blasting
cum 74 290 21460
6.04 Providing and laying in position selected imported
granular materials of approved quality below structure
including compaction in layers as per drawings andTechnical Specifications Clause 305 and section
1000.
Sand filling
cum 525 180 94500
6.05a Providing and laying in position Plain Cement
Concrete in levelling course below open foundations,
wing walls, curtain walls, toe walls and in inspection
ladders and annular filling around foundation in rock
as per drawings and Technical Specifications
Sections 1700, 2100 and 2700.
a) Grade M15
cum 3424 2030 6950720
6.05b Providing and laying in position Plain Cement
Concrete in levelling course below open foundations,
wing walls, curtain walls, toe walls and in inspection
ladders and annular filling around foundation in rock
as per drawings and Technical Specifications
Sections 1700, 2100 and 2700.
b) Grade M20
cum 4550 2030 9236500
6.06a Providing and laying in position cement concrete in
RCC open foundations excluding reinforcement as
per drawings and Technical Specifications Sections
1500, 1700 and 2100.
a) Grade M30
cum 7917 2820 22325940
6.06b Providing and laying in position cement concrete inRCC open foundations excluding reinforcement as
per drawings and Technical Specifications Sections
1500, 1700 and 2100.
b) Grade M35
cum 1590 2850 4531500
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6.07a Providing and laying in position Reinforced Cement
Concrete grade M 35 in bored cast in situ concrete
piles including boring for piling, cost of routine load
test but excluding cost of steel reinforcement as per
drawings and Technical Specifications Sections
1100, 1700 and IRC 78-2000.
For 1200 mm dia. piles in soil for all depthsa) In soil
Lm 1540 7700 11858000
6.07b Providing and laying in position Reinforced Cement
Concrete grade M 35 in bored cast in situ concrete
piles including boring for piling, cost of routine load
test but excluding cost of steel reinforcement as per
drawings and Technical Specifications Sections
1100, 1700 and IRC 78-2000.
For 1200 mm dia. piles in soil for all depths.
b) In ordinary rock
Lm 220 9800 2156000
6.07c Providing and laying in position Reinforced CementConcrete grade M 35 in bored cast in situ concrete
piles including boring for piling, cost of routine load
test but excluding cost of steel reinforcement as per
drawings and Technical Specifications Sections
1100, 1700 and IRC 78-2000.
For 1200 mm dia. piles in soil for all depths
c) In hard rock
Lm 50 14000 700000
6.08 Carrying out Initial Load Tests both vertical and
lateral, on test piles for bored cast in situ piles
including cost of installation, Reinforced Cement
Concrete of grade M 35, boring, arranging
kentledge/anchor piles and all testing equipments,accessories etc. excluding reinforcement as per
drawings and Technical Specifications Sections
1100, 1700 and IRC: 78 -2000.
Static load test
Nr 8 1120000 8960000
6.09 Providing and laying in position cement concrete in
RCC pile caps excluding reinforcment as per
drawings and Technical Specifications Sections
1100, 1500 and 1700.
Grade M 30
cum 3240 2870 9298800
6.10a Providing and laying in position cement concrete in
RCC piers, pier caps, pedestals, cantilever/
counterfort abutments, abutment caps, dirt walls,splayed wing walls, retaining walls, box returns,
cantilever returns, screen walls, median walls,
inspection ladders, box cell structures for
underpasses etc. excluding reinforcment as per
drawings and Technical Specifications Sections
1500, 1700, and 2200.
a) grade M 30
cum 10761 3070 33036270
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6.10b Providing and laying in position cement concrete in
RCC piers, pier caps, pedestals, cantilever/
counterfort abutments, abutment caps, dirt walls,
splayed wing walls, retaining walls, box returns,
cantilever returns, screen walls, median walls,
inspection ladders, box cell structures for
underpasses etc. excluding reinforcment as perdrawings and Technical Specifications Sections
1500, 1700, and 2200.
b) grade M35
cum 4350 3100 13485000
6.11a Providing and laying in position cement concrete in
RCC superstructure excluding reinforcment as per
drawings and Technical Specifications Sections
1500, 1700, 2300.
a) Grade M 20 for box
cum 2670 3360 8971200
6.11b Providing and laying in position cement concrete in
RCC superstructure excluding reinforcment as per
drawings and Technical Specifications Sections
1500, 1700, 2300.b) Grade M 30 in solid slab
cum 10788 3760 40562880
6.11c Providing and laying in position cement concrete in
RCC superstructure excluding reinforcment as per
drawings and Technical Specifications Sections
1500, 1700, 2300.
c) Grade M 35 in solid slab
cum 90 3790 341100
6.12 Providing & fixing in position thermomechanically
treated (TMT) Fe 415 grade reinforcement bars in
foundations, substructures, superstructures etc. as
per drawings and Technical Specifications Section
1600 .
MT 5460 45600 2.49E+08
6.13a Providing and laying in position cement concrete in
PSC superstructure as per drawings and TechnicalSpecifications Sections 1500, 1700, 2300 and
clause A-5.
a) Grade M 40 box girder
cum 602 3930 2365860
6.13b Providing and laying in position cement concrete in
PSC superstructure as per drawings and Technical
Specifications Sections 1500, 1700, 2300 and
clause A-5.
b) Grade M 45 PSCT beam and slab
cum 4255 3840 16339200
6.13c Providing and laying in position cement concrete in
PSC superstructure as per drawings and TechnicalSpecifications Sections 1500, 1700, 2300 and
clause A-5.
c) Grade M 45 Precast girders in superstructure
cum 315 4010 1263150
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6.13d Providing and laying in position cement concrete in
PSC superstructure as per drawings and Technical
Specifications Sections 1500, 1700, 2300 and
clause A-5.
d) Grade M45 Solid Slab
cum 780 3590 2800200
6.14a) Supplying, providing and placing in position andprofiling high tensile steel (Class-II low relaxation)
strands conforming to IS: 6006 of specified ultimate
strength including cutting, threading, tying and
providing necessary anchorage, sheathing, stressing
grouting etc. including all materials, labour,
equipment, staging etc., as per drawings and
Technical Specifications Sections 1000 and 1800.
a) for 12T13 cables
MT 21 94000 1974000
6.14b) Supplying, providing and placing in position and
profiling high tensile steel (Class-II low relaxation)
strands conforming to IS: 6006 of specified ultimatestrength including cutting, threading, tying and
providing necessary anchorage, sheathing, stressing
grouting etc. including all materials, labour,
equipment, staging etc., as per drawings and
Technical Specifications Sections 1000 and 1800.
b) for 19T15 cables
MT 220 96000 21120000
6.15 Providing and laying cement concrete wearing coat in
M-30 grade as per drawing and Technical
Specifications Sections 1500, 1600, 1700, 2300 and
2700.
cum 1470 5380 7908600
6.16A) Providing and fixing in position bearings true to line
and level as per drawings and TechnicalSpecifications Section 2000, IRC : 83 (Part II) 1987,
IRC : 83 (Part III) 2002.
A) Tar paper bearings
sqm 643 21 13503
6.16B) Providing and fixing in position bearings true to line
and level as per drawings and Technical
Specifications Section 2000, IRC : 83 (Part II) 1987,
IRC : 83 (Part III) 2002.
B) Elastomeric bearings
cucm 3223040 0.6 1933824
6.16Cia) Providing and fixing in position bearings true to line
and level as per drawings and Technical
Specifications Section 2000, IRC : 83 (Part II) 1987,
IRC : 83 (Part III) 2002.C) POT cum PTFE bearings
(i) Fixed bearings
(a) 250 T capacity
Nr 1 25100 25100
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6.16Ciia) Providing and fixing in position bearings true to line
and level as per drawings and Technical
Specifications Section 2000, IRC : 83 (Part II) 1987,
IRC : 83 (Part III) 2002.
C) POT cum PTFE bearings
(ii) Free / Guilded bearings
(a) 250 T capacity free bearing
Nr 2 34500 69000
6.16Ciib) Providing and fixing in position bearings true to line
and level as per drawings and Technical
Specifications Section 2000, IRC : 83 (Part II) 1987,
IRC : 83 (Part III) 2002.
C) POT cum PTFE bearings
(ii) Free / Guilded bearings
(b) 250 T capacity guided bearing
Nr 3 34500 103500
6.17a) Providing and fixing in position Expansion Joints as
per drawings and Technical Specifications Section
2600.
a) Filler type
Lm 2184 2020 4411680
6.17bi) Providing and fixing in position Expansion Joints asper drawings and Technical Specifications Section
2600.
b) Strip seal type capable of taking
50 mm movement
Lm 41 8040 329640
6.17bii) Providing and fixing in position Expansion Joints as
per drawings and Technical Specifications Section
2600.
b) Strip seal type capable of taking
70 mm movement
Lm 450 8200 3690000
6.18 Providing and fixing in position drainage spouts as
per drawings and Technical Specifications Clause
2705.
Nr 546 1680 917280
6.19 Providing and fixing in position 100 mm dia HDPEdowntake and runner pipes including clamps joining
with drainage spout pipe, providing couplers, bends
etc. in ROBs, Grade separators and underpasses as
per drawings.
Lm 178 280 49840
6.2 Providing and fixing in position MS pipe railing
including vertical posts, providing three or more coats
of epoxy paint of approved colour, make and quality
over a coat of epoxy primer as per drawings and
Technical Specifications Sections 1900 and 2700.
For railing on bridge decks and walkways on pier
caps
Lm 6677 1810 12085370
6.21 Providing and laying in position Reinforced Cement
Concrete grade M 30 in approach slabs including
reinforcement and bituminous joint filler with joint
sealing compound between approach slabs and dirt
walls / concrete pavements as per drawings and
Technical Specifications Sections 1500, 1700 and
2700.
cum 1719 5070 8715330
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6.22 Providing and laying in position Reinforced Cement
Concrete crash barrier excluding cost of
reinforcement but including providing bituminous fiber
board and Polysulphide joint filler at expansion
joints/gap locations as per drawings and Technical
Specifications Sections 1500, 1700 and 2700.
(a) Grade M 40
cum 2111 3790 8000690
6.23a Providing and laying in position Reinforced Cement
Concrete in kerbs/railing/median kerbs over bridges,
grade separators, ROBs and their approaches
excluding cost of reinforcement steel, as per
drawings and Technical Specifications Sections 1700
and 2300.
a) grade M30
cum 874 3820 3338680
6.23b Providing and laying in position Reinforced Cement
Concrete in kerbs/railing/median kerbs over bridges,
grade separators, ROBs and their approaches
excluding cost of reinforcement steel, as perdrawings and Technical Specifications Sections 1700
and 2300.
b) grade M35
cum 167 3850 642950
6.24 Providing weep holes in abutments, splayed wing
wall, median wall,retaining wall or any other earth
retaining structure as per drawings and Technical
Specifications Clause 2706.
Nr 9696 100 969600
6.25 Painting of structure number span arrangement and
flow directions as per drawings and Technical
Specifications Section 800.
Nr 156 330 51480
6.26 Providing and laying back filling behind abutments,
splayed wing walls, return wall or any other area with
selected imported granular materials of approvedquality as per drawings and Technical Specifications
Clause 305 and Appendix-6, IRC:78-2000 having
following minimum properties :
(a) c+0, (b) > = 30o, (c ) g = 1.8t/m3
cum 31614 180 5690520
6.27 Providing and laying filter media behind abutment,
splayed wing wall, median wall, retaining wall and
return wall as per drawings and Technical
Specifications Section 2500.
cum 5588 470 2626360
6.28 Providing and laying stone apron as per drawing and
Technical Specifications Clause 2500
cum 500 280 140000
6.29 Providing and laying in position hand packed boulderpitching on slopes of embankment, in front of
abutments as per drawings and Technical
Specifications Section 2500.
cum 1767 280 494760
6.30 Providing and laying filter material underneath stone
pitching in slope as per drawing and Technical
Specifications Section 2500.
cum 729 470 342630
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6.31a) Carrying out sub soil investigation/confirmatory
boreholes at specified foundations locations before
commencement of construction, except in case of
well foundations where confirmatory boring shall be
carried out before bottom plugging for confirmation of
strata at base of well foundation as per drawings and
Technical Specifications section 2400.a) In soil
Lm 174 1110 193140
6.31b) Carrying out sub soil investigation/confirmatory
boreholes at specified foundations locations before
commencement of construction, except in case of
well foundations where confirmatory boring shall be
carried out before bottom plugging for confirmation of
strata at base of well foundation as per drawings and
Technical Specifications section 2400.
b) In soft rock
Lm 51 1950 99450
6.31c) Carrying out sub soil investigation/confirmatoryboreholes at specified foundations locations before
commencement of construction, except in case of
well foundations where confirmatory boring shall be
carried out before bottom plugging for confirmation of
strata at base of well foundation as per drawings and
Technical Specifications section 2400.
c) In hard rock
Lm 34 2210 75140
6.32 Providing and painting of flood gauge onsub-structure
in full height and 500mm width as per direction of
Engineer
Lm 31 230 7130
6.33 Providing flat stone flooring as per drawing and
Technical Specifications section 2500
cum 48 890 42720
TOTAL OF BILL NO.6 5.39E+08
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Item
No.
Length Width Depth Quantity Unit
6.01)
MCW - A1 - LHS 1 X 1 12.067 7.300 2.349 206.921 Cum OGL=293.249m PCC Bed=290.900m D
MCW - A1 - RHS 1 X 1 12.067 7.300 2.349 206.921 Cum OGL=293.249m PCC Bed=290.900m D
MCW - A2 - LHS 1 X 1 12.067 7.300 1.920 169.131 Cum OGL=292.820m PCC Bed=290.900m D
MCW - A2 - RHS 1 X 1 12.067 7.300 1.920 169.131 Cum OGL=292.820m PCC Bed=290.900m D
Retaining Wall
MCW - A1 - Median Wall 1 X 1 3.500 6.004 21.014 Cum
MCW - A1 - Median Wall 1 X 1 3.500
MCW - A1 - Median Wall 1 X 1 3.500 0.000
MCW - A1 - Median Wall 1 X 1 3.500 0.000
MCW - P1 - LHS 1 X 1 13.013 5.020 1.920 125.424 Cum OGL=292.8200m PCC Bed=290.900m D
MCW - P1 - RHS 1 X 1 13.013 5.020 1.920 125.424 Cum OGL=292.820m PCC Bed=290.900m D
Total Quantity for BOQ Item No. 6.01) 1023.966 Cum
Earthwork in excavation for structures in all types of soil and marshy soil excluding rock, including all lifts and leads as per drawin
Specifications Section 300.
Abutment Wall Raft
Pier Wall Raft
Construction of 4-Lane Bypass on NH-76 at Kota on East-West Corridor in the State of Rajasthan
Contract Package: EW-II(RJ-4) dated 08/02/2006
No.
Measurement Details of Bridge at Chainage 02+470.00 Refer Drawing No.
Description Remark
for ITD CEMINDIA (JV)
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Item
No.
Length Width Depth Quantity Unit
Construction of 4-Lane Bypass on NH-76 at Kota on East-West Corridor in the State of Rajasthan
Contract Package: EW-II(RJ-4) dated 08/02/2006
No.
Measurement Details of Bridge at Chainage 02+470.00 Refer Drawing No.
Description Remark
6.02 Earthwork in excavation for structures in ordinary rock, including all lifts and leads as per drawings and Technical Specifications Section 300.
for ITD CEMINDIA (JV)
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Item
No.
Length Width Depth Quantity Unit
Construction of 4-Lane Bypass on NH-76 at Kota on East-West Corridor in the State of Rajasthan
Contract Package: EW-II(RJ-4) dated 08/02/2006
No.
Measurement Details of Bridge at Chainage 02+470.00 Refer Drawing No.
Description Remark
6.03 Earthwork in excavation for structures in hard rock including all lifts and leads as per drawings and Technical Specifications Section 300 and
of Additional Technical Specifications.
With Controlled Blasting
for ITD CEMINDIA (JV)
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Item
No.
Length Width Depth Quantity Unit
Construction of 4-Lane Bypass on NH-76 at Kota on East-West Corridor in the State of Rajasthan
Contract Package: EW-II(RJ-4) dated 08/02/2006
No.
Measurement Details of Bridge at Chainage 02+470.00 Refer Drawing No.
Description Remark
6.04 Providing and laying in position selected imported granular materials of approved quality below structure including compaction in layers as p
and Technical Specifications Clause 305 and section 1000.
Sand filling
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Item
No.
Length Width Depth Quantity Unit
Construction of 4-Lane Bypass on NH-76 at Kota on East-West Corridor in the State of Rajasthan
Contract Package: EW-II(RJ-4) dated 08/02/2006
No.
Measurement Details of Bridge at Chainage 02+470.00 Refer Drawing No.
Description Remark
6.05a)
MCW - A1 - LHS 1 X 1 12.067 7.300 0.100 8.809 Cum
MCW - A1 - RHS 1 X 1 12.067 7.300 0.100 8.809 Cum
MCW - A2 - LHS 1 X 1 12.067 7.300 0.100 8.809 Cum
MCW - A2 - RHS 1 X 1 12.067 7.300 0.100 8.809 Cum
MCW - P1 - LHS 1 X 1 13.013 5.020 0.100 6.533 Cum
MCW - P1 - RHS 1 X 1 13.013 5.020 0.100 6.533 Cum
Retaining Wall
MCW - A1 - Median Wall 1 X 1 3.300 6.004 0.100 1.981 Cum
MCW - A2 - Median Wall 1 X 1 3.300 6.004 0.100 1.981 Cum
Approach SlabMCW - A1 - LHS 1 X 1 6.186 9.650 0.100 5.969 Cum
MCW - A1 - RHS 1 X 1 6.186 9.650 0.100 5.969 Cum
MCW - A2 - LHS 1 X 1 6.186 9.650 0.100 5.969 Cum
MCW - A2 - RHS 1 X 1 6.186 9.650 0.100 5.969 Cum
A1 1 X 1 9.750 4.619 0.900 40.532 Cum
A1 1 X 1 9.750 2.307 0.900 20.244 Cum
P1 1 X 0.5 11.070 2.309 0.900 11.502 Cum
A1 1 X 0.5 10.250 2.309 0.900 10.650 Cum
A1 1 X 0.5 4.619 9.750 0.900 20.266 Cum
A2 1 X 0.5 11.835 2.000 0.900 10.652 Cum
Abutment Wall Raft
Pier Wall Raft
Providing and laying in position Plain Cement Concrete in levelling course below open foundations, wing walls, curtain walls, toe walls a
ladders and annular filling around foundation in rock as per drawings and Technical Specifications Sections 1700, 2100 and 2700.
a) Grade M15
Annular Filling
for ITD CEMINDIA (JV)
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Item
No.
Length Width Depth Quantity Unit
Construction of 4-Lane Bypass on NH-76 at Kota on East-West Corridor in the State of Rajasthan
Contract Package: EW-II(RJ-4) dated 08/02/2006
No.
Measurement Details of Bridge at Chainage 02+470.00 Refer Drawing No.
Description Remark
A2 1 X 0.5 10.250 2.309 0.900 10.650 Cum
A2 1 X 0.5 9.750 4.619 0.900 20.266 Cum
Total Quantity for BOQ Item No. 6.05a) 220.902 Cum
for ITD CEMINDIA (JV)
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Item
No.
Length Width Depth Quantity Unit
Construction of 4-Lane Bypass on NH-76 at Kota on East-West Corridor in the State of Rajasthan
Contract Package: EW-II(RJ-4) dated 08/02/2006
No.
Measurement Details of Bridge at Chainage 02+470.00 Refer Drawing No.
Description Remark
6.06a)
Abutment Wall RaftMCW - A1 - LHS 1 X 1 11.836 7.100 0.300 25.211 Cum Raft Width = = 7.
MCW - A1 - LHS 1 X 1 11.836 4.100 0.900 43.675 Cum Average Width = ( 7.1 + 1.1) /2 = 4.
MCW - A1 - RHS 1 X 1 11.836 7.100 0.300 25.211 Cum Raft Width = = 7.
MCW - A1 - RHS 1 X 1 11.836 4.100 0.900 43.675 Cum Average Width = ( 7.1 + 1.1) /2 = 4.
MCW - A2 - LHS 1 X 1 11.836 7.100 0.300 25.211 Cum Raft Width = = 7.
MCW - A2 - LHS 1 X 1 11.836 4.100 0.900 43.675 Cum Average Width = ( 7.1 + 1.1) /2 = 4.
MCW - A2 - RHS 1 X 1 11.836 7.100 0.300 25.211 Cum Raft Width = = 7.
MCW - A2 - RHS 1 X 1 11.836 4.100 0.900 43.675 Cum Average Width = ( 7.1 + 1.1) /2 = 4.
Pier Wall Raft
MCW - P1 - LHS 1 X 1 12.783 4.820 0.300 18.484 Cum Raft Width = = 4.
MCW - P1 - LHS 1 X 1 12.783 2.820 0.900 32.443 Cum Average Width = ( 4.82 + 0.82) /2 = 2.MCW - P1 - RHS 1 X 1 12.783 4.820 0.300 18.484 Cum Raft Width = = 4.
MCW - P1 - RHS 1 X 1 12.783 2.820 0.900 32.443 Cum Average Width = ( 4.82 + 0.82) /2 = 2.
Median Wall Raft
MCW - A1 - BHS 1 X 1 3.460 6.004 0.300 6.232 Cum
MCW - A1 - BHS 1 X 1 3.460 3.406 0.400 4.714 Cum
MCW - A2 - BHS 1 X 1 3.460 6.004 0.300 6.232 Cum
MCW - A2 - BHS 1 X 1 3.460 3.406 0.400 4.714 Cum
Total Quantity for BOQ Item No. 6.06a) 399.290 Cum
Providing and laying in position cement concrete in RCC open foundations excluding reinforcement as per drawings and Technic
Sections 1500, 1700 and 2100.
a) Grade M30
for ITD CEMINDIA (JV)
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Item
No.
Length Width Depth Quantity Unit
Construction of 4-Lane Bypass on NH-76 at Kota on East-West Corridor in the State of Rajasthan
Contract Package: EW-II(RJ-4) dated 08/02/2006
No.
Measurement Details of Bridge at Chainage 02+470.00 Refer Drawing No.
Description Remark
6.10a)
Abutment wall up to bottom of Cap level
MCW - A1 - LHS 1 X 1 11.836 0.910 4.478 48.231 Cum Average Width = ( 1.1 + 0.72) /2 = 0
MCW - A1 - RHS 1 X 1 11.836 0.910 4.478 48.231 Cum Average Width = ( 1.1 + 0.72) /2 = 0
MCW - A2 - LHS 1 X 1 11.836 0.910 4.478 48.231 Cum Average Width = ( 1.1 + 0.72) /2 = 0
MCW - A2 - RHS 1 X 1 11.836 0.910 4.478 48.231 Cum Average Width = ( 1.1 + 0.72) /2 = 0
Abutment Cap
MCW - A1 - LHS 1 X 1 11.836 0.720 0.300 2.557 Cum
MCW - A1 - RHS 1 X 1 11.836 0.720 0.300 2.557 Cum
MCW - A2 - LHS 1 X 1 11.836 0.720 0.300 2.557 Cum
MCW - A2 - RHS 1 X 1 11.836 0.720 0.300 2.557 Cum
Return Wall
MCW - A1 - LHS 1 X 1 4.619 0.600 6.323 17.524 Cum Average Width = ( 0.6 + 0.6) /2 = 0
MCW - A1 - RHS 1 X 1 4.619 0.600 6.323 17.524 Cum Average Width = ( 0.6 + 0.6) /2 = 0
MCW - A2 - LHS 1 X 1 4.619 0.600 6.323 17.524 Cum Average Width = ( 0.6 + 0.6) /2 = 0
MCW - A2 - RHS 1 X 1 4.619 0.600 6.323 17.524 Cum Average Width = ( 0.6 + 0.6) /2 = 0
Return Wall Cantilever part
MCW - A1 - LHS 0.5 X 1 2.309 0.600 1.539 1.066 Cum Average Width = ( 0.6 + 0.6) /2 = 0
MCW - A1 - RHS 0.5 X 1 2.309 0.600 1.539 1.066 Cum Average Width = ( 0.6 + 0.6) /2 = 0
MCW - A2 - LHS 0.5 X 1 2.309 0.600 1.539 1.066 Cum Average Width = ( 0.6 + 0.6) /2 = 0
MCW - A2 - RHS 0.5 X 1 2.309 0.600 1.539 1.066 Cum Average Width = ( 0.6 + 0.6) /2 = 0
Return Wall Top
MCW - A1 - LHS 1 X 1 6.928 0.600 0.300 1.247 Cum Average Width = ( 0.6 + 0.6) /2 = 0
Providing and laying in position cement concrete in RCC piers, pier caps, pedestals, cantilever/ counterfort abutments, abutment caps,
wing walls, retaining walls, box returns, cantilever returns, screen walls, median walls, inspection ladders, box cell structures for
excluding reinforcment as per drawings and Technical Specifications Sections 1500, 1700, and 2200.
a) grade M 30
for ITD CEMINDIA (JV)
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Item
No.
Length Width Depth Quantity Unit
Construction of 4-Lane Bypass on NH-76 at Kota on East-West Corridor in the State of Rajasthan
Contract Package: EW-II(RJ-4) dated 08/02/2006
No.
Measurement Details of Bridge at Chainage 02+470.00 Refer Drawing No.
Description Remark
MCW - A1 - RHS 1 X 1 6.928 0.600 0.300 1.247 Cum Average Width = ( 0.6 + 0.6) /2 = 0.6
MCW - A2 - LHS 1 X 1 6.928 0.600 0.300 1.247 Cum Average Width = ( 0.6 + 0.6) /2 = 0.6
MCW - A2 - RHS 1 X 1 6.928 0.600 0.300 1.247 Cum Average Width = ( 0.6 + 0.6) /2 = 0.6Return Wall Haunch
MCW - A1 - LHS 1 X 1 7.862 Cum
MCW - A1 - RHS 1 X 1 7.862 Cum
MCW - A2 - LHS 1 X 1 7.862 Cum
MCW - A2 - RHS 1 X 1 7.862 Cum
Pier Wall (Straight part) up to Cap level
MCW - P1 - LHS 1 X 1 11.963 0.820 4.778 46.871 Cum Average Width = ( 0.82 + 0.82) /2 = 0.8
MCW - P1 - RHS 1 X 1 11.963 0.820 4.778 46.871 Cum Average Width = ( 0.82 + 0.82) /2 = 0.8
Pier Wall (Round edge) up to Cap level
MCW - P1 - LHS 2 X 0.5 0.528 Area 4.778 2.522 Cum Wall width=0.820
MCW - P1 - RHS 2 X 0.5 0.820 Area 4.778 3.918 Cum Wall width=0.820
Dirt Wall
MCW - A1 - LHS 1 X 1 11.836 0.300 0.968 3.437 Cum
MCW - A1 - RHS 1 X 1 11.836 0.300 0.968 3.437 Cum
MCW - A2 - LHS 1 X 1 11.836 0.300 0.968 3.437 Cum
MCW - A2 - RHS 1 X 1 11.836 0.300 0.968 3.437 Cum
Dirt Wall (Bracket)
MCW - A1 - LHS 1 X 1 11.836 0.200 0.240 0.568 Cum
MCW - A1 - RHS 1 X 1 11.836 0.200 0.240 0.568 Cum
MCW - A2 - LHS 1 X 1 11.836 0.200 0.240 0.568 Cum
MCW - A2 - RHS 1 X 1 11.836 0.200 0.240 0.568 Cum
Median Wall Raft
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Item
No.
Length Width Depth Quantity Unit
Construction of 4-Lane Bypass on NH-76 at Kota on East-West Corridor in the State of Rajasthan
Contract Package: EW-II(RJ-4) dated 08/02/2006
No.
Measurement Details of Bridge at Chainage 02+470.00 Refer Drawing No.
Description Remark
MCW - A1 - BHS 1 X 1 3.460 0.562 6.438 12.508 Cum
MCW - A1 - BHS 1 X 1 3.460 0.562 1.100 2.137 Cum
MCW - A2 - BHS 1 X 1 3.460 0.562 6.438 12.508 Cum
MCW - A2 - BHS 1 X 1 3.460 0.562 1.100 2.137 Cum
Total Quantity for BOQ Item No. 6.10a) 427.992 Cum
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Item
No.
Length Width Depth Quantity Unit
Construction of 4-Lane Bypass on NH-76 at Kota on East-West Corridor in the State of Rajasthan
Contract Package: EW-II(RJ-4) dated 08/02/2006
No.
Measurement Details of Bridge at Chainage 02+470.00 Refer Drawing No.
Description Remark
6.11b
Deck Slab
MCW - A1-P1 - LHS 1 X 1 12.009 10.250 0.850 104.628 Cum Bridge Span=10.400 Skewness=30.00 E
Edge Thickning (Both Support) 1 X 2 10.250 0.400 0.153 1.251 Cum
MCW - A1-P1 - RHS 1 X 1 12.009 10.250 0.850 104.628 Cum Bridge Span=10.400 Skewness=30.00 E
Edge Thickning (Both Support) 1 X 2 10.250 0.400 0.153 1.251 Cum
MCW - P1-A2 - LHS 1 X 1 12.009 10.250 0.850 104.628 Cum Bridge Span=10.400 Skewness=30.00 E
Edge Thickning (Both Support) 1 X 2 10.250 0.400 0.153 1.251 Cum
MCW - P1-A2 - RHS 1 X 1 12.009 10.250 0.850 104.628 Cum Bridge Span=10.400 Skewness=30.00 E
Edge Thickning (Both Support) 1 X 2 10.250 0.400 0.153 1.251 Cum
Total Quantity for BOQ Item No. 6.11b 423.516 Cum
Providing and laying in position cement concrete in RCC superstructure excluding reinforcment as per drawings and Technical Specificati
1500, 1700, 2300.
b) Grade M 30 in solid slab
for ITD CEMINDIA (JV)
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Item
No.
Length Width Depth Quantity Unit
Construction of 4-Lane Bypass on NH-76 at Kota on East-West Corridor in the State of Rajasthan
Contract Package: EW-II(RJ-4) dated 08/02/2006
No.
Measurement Details of Bridge at Chainage 02+470.00 Refer Drawing No.
Description Remark
6.15
Wearing Coat Over Deck Slab
MCW - A1-P1 - LHS 1 X 1 12.009 8.500 0.065 6.635 Cum Bridge Span=10.400 Skewness=30.00 E
MCW - A1-P1 - RHS 1 X 1 12.009 8.500 0.065 6.635 Cum
MCW - P1-A2 - LHS 1 X 1 12.009 8.500 0.065 6.635 Cum
MCW - P1-A2 - RHS 1 X 1 12.009 8.500 0.065 6.635 Cum
Wearing Coat Over Approach Slab
MCW - A1 - LHS 1 X 1 = 6.285 8.500 0.065 3.472 Cum Average Length = ( 3.5 + 9.07) /2 = 6.2
MCW - A1 - RHS 1 X 1 6.285 8.500 0.065 3.472 Cum Average Length = ( 3.5 + 9.07) /2 = 6.2
MCW - A2 - LHS 1 X 1 6.285 8.500 0.065 3.472 Cum Average Length = ( 3.5 + 9.07) /2 = 6.2
MCW - A2 - RHS 1 X 1 6.285 8.500 0.065 3.472 Cum Average Length = ( 3.5 + 9.07) /2 = 6.2
Wearing Coat Over Dirt Wall
MCW - A1 - LHS 1 X 1 0.300 8.500 0.065 0.166 Cum
MCW - A1 - RHS 1 X 1 0.300 8.500 0.065 0.166 Cum
MCW - A2 - LHS 1 X 1 0.300 8.500 0.065 0.166 Cum
MCW - A2 - RHS 1 X 1 0.300 8.500 0.065 0.166 Cum
Total Quantity for BOQ Item No. 6.15 41.092 Cum
Providing and laying cement concrete wearing coat in M-30 grade as per drawing and Technical Specifications Sections 1500, 1600, 1700, 2
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Item
No.
Length Width Depth Quantity Unit
Construction of 4-Lane Bypass on NH-76 at Kota on East-West Corridor in the State of Rajasthan
Contract Package: EW-II(RJ-4) dated 08/02/2006
No.
Measurement Details of Bridge at Chainage 02+470.00 Refer Drawing No.
Description Remark
6.16A)
MCW - A1-P1 - LHS 1 X 2 11.836 0.400 9.469 SqmMCW - A1-P1 - RHS 1 X 2 11.836 0.400 9.469 Sqm
MCW - P1-A2 - LHS 1 X 2 11.836 0.400 9.469 Sqm
MCW - P1-A2 - RHS 1 X 2 11.836 0.400 9.469 Sqm
Total Quantity for BOQ Item No. 6.16A) 37.876 Cum
6.17A)
MCW - A1 - BHS Raft 2 X 1 6.004 12.008 Lm
MCW - A2 - BHS Raft 2 X 1 6.004 12.008 Lm
MCW - A1 - BHS Wall 1st 2 X 1 1.500 3.000 Lm
MCW - A1 - BHS Wall 2nd 2 X 1 1.400 2.800 Lm
MCW - A2 - BHS Wall 1st 2 X 1 1.500 3.000 Lm
MCW - A1 - BHS Wall 3rd 2 X 1 1.350 2.700 Lm
MCW - A1 - BHS Wall 4th 2 X 1 1.150 2.300 Lm
MCW - A2 - BHS Wall 2nd 2 X 1 0.850 1.700 Lm
MCW - A2 - BHS Wall 3rd 2 X 1 1.150 2.300 Lm
MCW - A1-P1 - LH Slab 2 X 1 11.835 23.670 Lm
MCW - A2 - LHS Wall 4th 2 X 1 1.150 2.300 Lm
MCW - P1-A2 - LH Slab 2 X 1 11.835 23.670 Lm
MCW - A1-P1 - RH Slab 2 X 1 11.835 23.670 Lm
MCW - P1-A2 - RH Slab 1 X 1 11.835 11.835 Lm
MCW - A1 - BHS Wall Final 2 X 1 0.778 1.556 Lm
MCW - A2 - BHS Wall 5th 2 X 1 1.200 2.400 Lm
Providing and fixing in position bearings true to line and level as per drawings and Technical Specifications Section 2000, IRC : 83 (Part II)
(Part III) 2002.
A) Tar paper bearings
Providing and fixing in position Expansion Joints as per drawings and Technical Specifications Section 2600.
a) Filler type
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Item
No.
Length Width Depth Quantity Unit
Construction of 4-Lane Bypass on NH-76 at Kota on East-West Corridor in the State of Rajasthan
Contract Package: EW-II(RJ-4) dated 08/02/2006
No.
Measurement Details of Bridge at Chainage 02+470.00 Refer Drawing No.
Description Remark
MCW - A2 - LHS 1 X 1 1.250 1.250 Lm
MCW - A2 - LHS Wall Final 1 X 1 11.835 11.835 Lm
MCW - P1-A2 - RH 1 X 1 1.250 1.250 Lm
MCW - A2 - RHS Wall Final 1 X 1 11.835 11.835 Lm
MCW - A2 - BHS Wall Final 2 X 1 0.628 1.256 Lm
MCW - A2 - LHS 1 X 1 0.750 0.750 Lm
MCW - A1 - RHS 1 X 1 0.750 0.750 Lm
Total Quantity for BOQ Item No. 6.17A) 159.843 Cum
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Item
No.
Length Width Depth Quantity Unit
Construction of 4-Lane Bypass on NH-76 at Kota on East-West Corridor in the State of Rajasthan
Contract Package: EW-II(RJ-4) dated 08/02/2006
No.
Measurement Details of Bridge at Chainage 02+470.00 Refer Drawing No.
Description Remark
6.18
MCW - A1-P1 - LHS 1 X 2 2.000 Nos
MCW - A1-P1 - RHS 1 X 2 2.000 NosMCW - P1-A2 - LHS 1 X 2 2.000 Nos
MCW - P1-A2 - RHS 1 X 2 2.000 Nos
Total Quantity for BOQ Item No. 6.18 8.000 Nos
Providing and fixing in position drainage spouts as per drawings and Technical Specifications Clause 2705.
for ITD CEMINDIA (JV)
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Item
No.
Length Width Depth Quantity Unit
Construction of 4-Lane Bypass on NH-76 at Kota on East-West Corridor in the State of Rajasthan
Contract Package: EW-II(RJ-4) dated 08/02/2006
No.
Measurement Details of Bridge at Chainage 02+470.00 Refer Drawing No.
Description Remark
6.21
MCW - A1 - LHS 1 X 1 6.286 9.650 0.300 18.197 Cum
MCW - A1 - RHS 1 X 1 6.286 9.650 0.300 18.197 Cum
MCW - A2 - LHS 1 X 1 6.286 9.650 0.300 18.197 Cum
MCW - A2 - RHS 1 X 1 6.286 9.650 0.300 18.197 Cum
Total Quantity for BOQ Item No. 6.21 80.788 Nos
Providing and laying in position Reinforced Cement Concrete grade M 30 in approach slabs including reinforcement and bituminous joint
sealing compound between approach slabs and dirt walls / concrete pavements as per drawings and Technical Specifications Sections 15
2700.
for ITD CEMINDIA (JV)
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Item
No.
Length Width Depth Quantity Unit
Construction of 4-Lane Bypass on NH-76 at Kota on East-West Corridor in the State of Rajasthan
Contract Package: EW-II(RJ-4) dated 08/02/2006
No.
Measurement Details of Bridge at Chainage 02+470.00 Refer Drawing No.
Description Remark
6.22
Crash Barrier on Median SideTypical Cross Section Area of Crash Barrier
1 X 1 0.450 0.165 0.074 Sqm
1 X 1 0.363 0.250 0.091 Sqm Average of (0.450+0.275)=0.363
1 X 1 0.228 0.500 0.114 Sqm Average of (0.275+0.180)=0.228
1 X 1 0.180 0.175 0.032 Sqm
1 X 1 0.155 0.025 0.004 Sqm Average of (0.180+0.130)=0.228
Total Area 0.314 Sqm
MCW - A1-P1 - LHS 1 X 1 12.009 0.314 Area 3.771 Cum Effective Length 12.009
MCW - A1-P1 - RHS 1 X 1 12.009 0.314 Area 3.771 Cum Effective Length 12.009
MCW - P1-A2 - LHS 1 X 1 12.009 0.314 Area 3.771 Cum Effective Length 12.009
MCW - P1-A2 - RHS 1 X 1 12.009 0.314 Area 3.771 Cum Effective Length 12.009Crash Barrier on Shoulder Side
Typical Cross Section Area of Crash Barrier
1 X 1 0.450 0.100 0.045 Sqm
1 X 1 0.363 0.250 0.091 Sqm Average of (0.450+0.275)=0.363
1 X 1 0.228 0.500 0.114 Sqm Average of (0.275+0.180)=0.228
1 X 1 0.180 0.175 0.032 Sqm
1 X 1 0.155 0.025 0.004 Sqm Average of (0.180+0.130)=0.228
Total Area 0.285 Sqm
MCW - A1-P1 - LHS 1 X 1 12.009 0.285 Area 3.420 Cum Effective Length 12.009
MCW - A1-P1 - RHS 1 X 1 12.009 0.285 Area 3.420 Cum Effective Length 12.009
MCW - P1-A2 - LHS 1 X 1 12.009 0.285 Area 3.420 Cum Effective Length 12.009
Providing and laying in position Reinforced Cement Concrete Crash barrier excluding cost of reinforcement but including providing bitum
and Polysulphide joint filler at expansion joints/gap locations as per drawings and Technical Specifications Sections 1500, 1700 and 2700
(a) Grade M 40
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Item
No.
Length Width Depth Quantity Unit
Construction of 4-Lane Bypass on NH-76 at Kota on East-West Corridor in the State of Rajasthan
Contract Package: EW-II(RJ-4) dated 08/02/2006
No.
Measurement Details of Bridge at Chainage 02+470.00 Refer Drawing No.
Description Remark
MCW - P1-A2 - RHS 1 X 1 12.009 0.285 Area 3.420 Cum Effective Length 12.009
Total Quantity for BOQ Item No. 6.22 28.764 Cum
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Item
No.
Length Width Depth Quantity Unit
Construction of 4-Lane Bypass on NH-76 at Kota on East-West Corridor in the State of Rajasthan
Contract Package: EW-II(RJ-4) dated 08/02/2006
No.
Measurement Details of Bridge at Chainage 02+470.00 Refer Drawing No.
Description Remark
6.23a
Typical Cross Section Area of Footpath1 X 1 0.500 0.353 0.176 Sqm Average of (0.360+0.345)=0.353
1 X 1 0.750 0.323 0.242 Sqm Average of (0.345+0.300)=0.323
Total Area 0.418 Sqm
MCW - A1-P1 - LHS 1 X 1 12.009 0.418 Area 5.021 Cum Effective Length 12.009
MCW - A1-P1 - RHS 1 X 1 12.009 0.418 Area 5.021 Cum Effective Length 12.009
MCW - P1-A2 - LHS 1 X 1 12.009 0.418 Area 5.021 Cum Effective Length 12.009
MCW - P1-A2 - RHS 1 X 1 12.009 0.418 Area 5.021 Cum Effective Length 12.009
Total Quantity for BOQ Item No. 6.23a 20.084 Cum
Providing and laying in position Reinforced Cement Concrete in kerbs/railing/median kerbs over bridges, grade separators, ROBs and the
excluding cost of reinforcement steel, as per drawings and Technical Specifications Sections 1700 and 2300.
a) grade M30
for ITD CEMINDIA (JV)
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Item
No.
Length Width Depth Quantity Unit
Construction of 4-Lane Bypass on NH-76 at Kota on East-West Corridor in the State of Rajasthan
Contract Package: EW-II(RJ-4) dated 08/02/2006
No.
Measurement Details of Bridge at Chainage 02+470.00 Refer Drawing No.
Description Remark
6.24 Providing weep holes in abutments, splayed wing wall, median wall,retaining wall or any other earth retaining structure as per drawings and Tec
Specifications Clause 2706.
for ITD CEMINDIA (JV)
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Item
No.
Length Width Depth Quantity Unit
Construction of 4-Lane Bypass on NH-76 at Kota on East-West Corridor in the State of Rajasthan
Contract Package: EW-II(RJ-4) dated 08/02/2006
No.
Measurement Details of Bridge at Chainage 02+470.00 Refer Drawing No.
Description Remark
6.25 Painting of structure number span arrangement and flow directions as per drawings and Technical Specifications Section 800.
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Item
No.
Length Width Depth Quantity Unit
Construction of 4-Lane Bypass on NH-76 at Kota on East-West Corridor in the State of Rajasthan
Contract Package: EW-II(RJ-4) dated 08/02/2006
No.
Measurement Details of Bridge at Chainage 02+470.00 Refer Drawing No.
Description Remark
6.27
MCW - A1 - LHS 1 X 1 11.143 0.600 4.176 27.920 Cum
MCW - A1 - RHS 1 X 1 11.143 0.600 4.166 27.853 Cum
MCW - A2 - LHS 1 X 1 11.143 0.600 4.566 30.527 Cum
MCW - A2 - RHS 1 X 1 11.143 0.600 4.556 30.461 Cum
Total Quantity for BOQ Item No. 6.27 116.761 Cum
Providing and laying filter media behind abutment, splayed wing wall, median wall, retaining wall and return wall as per drawings and Techn
Specifications Section 2500.
for ITD CEMINDIA (JV)
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Item
No.
Length Width Depth Quantity Unit
Construction of 4-Lane Bypass on NH-76 at Kota on East-West Corridor in the State of Rajasthan
Contract Package: EW-II(RJ-4) dated 08/02/2006
No.
Measurement Details of Bridge at Chainage 02+470.00 Refer Drawing No.
Description Remark
6.28 Providing and laying stone apron as per drawing and Technical Specifications Clause 2500
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Item
No.
Length Width Depth Quantity Unit
Construction of 4-Lane Bypass on NH-76 at Kota on East-West Corridor in the State of Rajasthan
Contract Package: EW-II(RJ-4) dated 08/02/2006
No.
Measurement Details of Bridge at Chainage 02+470.00 Refer Drawing No.
Description Remark
6.29 Providing and laying in position hand packed boulder pitching on slopes of embankment, in front of abutments as per drawings and Technical
Specifications Section 2500.
for ITD CEMINDIA (JV)
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Item
No.
Length Width Depth Quantity Unit
Construction of 4-Lane Bypass on NH-76 at Kota on East-West Corridor in the State of Rajasthan
Contract Package: EW-II(RJ-4) dated 08/02/2006
No.
Measurement Details of Bridge at Chainage 02+470.00 Refer Drawing No.
Description Remark
6.30 Providing and laying filter material underneath stone pitching in slope as per drawing and Technical Specifications Section 2500.
for ITD CEMINDIA (JV)
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1
2 A1 A1 A2 A2 A1 A23 MCW MCW MCW MCW MCW MCW
4 LHS RHS LHS RHS
5 30 30 30 30 30 30
6 2% 2% 2% 2% 0% 0%
7 298.138 298.138 298.138 298.138 298.138 298.1388 293.249 293.249 292.82 292.82 293.249 292.82
9 291.000 291.000 291.000 291.000 291.000 291.000
10 0.100 0.100 0.100 0.100 0.100 0.100
11 0.100 0.100 0.100 0.100 0.100 0.100
12 0.065 0.065 0.065 0.065 0.065 0.065
13 298.073 298.073 298.073 298.073 298.073 298.073
14 0.850 0.850 0.850 0.850
15 Wall Top Level 296.978 296.978 296.978 296.978
16 Cap Depth 0.300 0.300 0.300 0.300
17 No No No No
18 10.250 10.250 10.250 10.250 5.200 3.500
19 11.836 11.836 11.836 11.836 6.004 4.04120 Return Wall Length 4.000 4.000 4.000 4.000
21 Cantilever Return Wall Length 2.000 2.000 2.000 2.000
22 Slab Span 10.400 10.400 10.400 10.400
23 Slab Width 10.250 10.250 10.250 10.250
24 1 Exc Length 12.067 12.067 12.067 12.067 3.500 3.500
25 2 Exc Width 7.300 7.300 7.300 7.300 6.004 6.004
26 3 Exc Depth 293.249 293.249 292.820 292.820
27 4 Exc Depth 2 290.900 290.900 290.900 290.900
28 5 Exc Depth1 2.349 2.349 1.920 1.920
29 6 PCC Length 12.067 12.067 12.067 12.067
30 7 PCC Width 7.300 7.300 7.300 7.300
31 8 PCC Depth 0.100 0.100 0.100 0.100 0.100 0.100
32 9 Raft Length 11.836 11.836 11.836 11.83633 10 Raft Width 7.100 7.100 7.1 7.1
34 11 Raft Width 2 1.100 1.100 1.1 1.1
35 12 Raft Depth 0.300 0.300 0.300 0.300
36 13 Raft Depth 2 0.900 0.900 0.900 0.900
37 14 Wall Length 11.836 11.836 11.836 11.836
38 15 Wall Width 1.100 1.100 1.100 1.100
39 16 Wall Width 2 0.720 0.720 0.720 0.720
40 17 Wall Depth 4.478 4.478 4.478 4.478 6.438 6.438
41 18 Cap Length 11.836 11.836 11.836 11.836
42 19 Cap Width 0.720 0.720 0.720 0.720
43 20 Cap Depth 0.300 0.300 0.300 0.300
44 21 Return wall BottoLength 4.619 4.619 4.619 4.61945 22 Return wall BottoWidth 0.600 0.600 0.600 0.600
46 23 Return wall BottoDepth 6.323 6.323 6.323 6.323
47 24 Cant Return wall Length 2.309 2.309 2.309 2.309
48 25 Cant Return wall Width 0.600 0.600 0.600 0.600
49 26 Cant Return wall Depth 1.539 1.539 1.539 1.539
50 27 Return wall Top Length 6.928 6.928 6.928 6.928
51 28 Return wall Top Width 0.600 0.600 0.600 0.600
52 29 Return wall Top Depth 0.300 0.300 0.300 0.300
Effective Length
Length
Round edge of wall
Depth of Slab
Deck slab Top Level
PCC Thickness
Wearing Coat Thickness
FRL
Abutment A1
PCC Projection
Bridge Skewness
PCC Top level
OGL
Abutment A2 Retaining Wall
Camber
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53 30 Dirt Wall Length 11.836 11.836 11.836 11.836
54 31 Dirt Wall Width 0.300 0.300 0.300 0.300
55 32 Dirt Wall Depth 0.968 0.968 0.968 0.968
56 33 Approach Slab Length 6.286 6.286 6.286 6.286
57 34 Approach Slab Width 9.650 9.650 9.650 9.650
58 35 Approach Slab Depth 0.300 0.300 0.300 0.300
59 36 Back Filling Length 11.143 11.143 11.143 11.14360 37 Back Filling Width 1.948 1.943 2.129 2.124
61 38 Back Filling Width 2 0.000 0.000 0.000 0.000
62 39 Back Filling Depth 4.176 4.166 4.566 4.556
63
64
65
66
67
68
69 1 A1MCWL A1MCWR A2MCWL A2MCWRHSExcLength
70 2 A1MCWL A1MCWR A2MCWL A2MCWRHSExcWidth
71 3 A1MCWL A1MCWR A2MCWL A2MCWRHSExcDepth72 4 A1MCWL A1MCWR A2MCWL A2MCWRHSExcDepth 2
73 5 A1MCWL A1MCWR A2MCWL A2MCWRHSExcDepth1
74 6 A1MCWL A1MCWR A2MCWL A2MCWRHSPCCLength
75 7 A1MCWL A1MCWR A2MCWL A2MCWRHSPCCWidth
76 8 A1MCWL A1MCWR A2MCWL A2MCWRHSPCCDepth
77 9 A1MCWL A1MCWR A2MCWL A2MCWRHSRaftLength
78 10 A1MCWL A1MCWR A2MCWL A2MCWRHSRaftWidth
79 11 A1MCWL A1MCWR A2MCWL A2MCWRHSRaftWidth 2
80 12 A1MCWL A1MCWR A2MCWL A2MCWRHSRaftDepth
81 13 A1MCWL A1MCWR A2MCWL A2MCWRHSRaftDepth 2
82 14 A1MCWL A1MCWR A2MCWL A2MCWRHSWallLength
83 15 A1MCWL A1MCWR A2MCWL A2MCWRHSWallWidth
84 16 A1MCWL A1MCWR A2MCWL A2MCWRHSWallWidth 285 17 A1MCWL A1MCWR A2MCWL A2MCWRHSWallDepth
86 18 A1MCWL A1MCWR A2MCWL A2MCWRHSCapLength
87 19 A1MCWL A1MCWR A2MCWL A2MCWRHSCapWidth
88 20 A1MCWL A1MCWR A2MCWL A2MCWRHSCapDepth
89 21 A1MCWL A1MCWR A2MCWL A2MCWRHSReturn wall Botto
90 22 A1MCWL A1MCWR A2MCWL A2MCWRHSReturn wall Botto
91 23 A1MCWL A1MCWR A2MCWL A2MCWRHSReturn wall Botto
92 24 A1MCWL A1MCWR A2MCWL A2MCWRHSCant Return wallL
93 25 A1MCWL A1MCWR A2MCWL A2MCWRHSCant Return wall
94 26 A1MCWL A1MCWR A2MCWL A2MCWRHSCant Return wallD
95 27 A1MCWL A1MCWR A2MCWL A2MCWRHSReturn wall TopLe
96 28 A1MCWL A1MCWR A2MCWL A2MCWRHSReturn wall TopW97 29 A1MCWL A1MCWR A2MCWL A2MCWRHSReturn wall TopD
98 30 A1MCWL A1MCWR A2MCWL A2MCWRHSDirt WallLength
99 31 A1MCWL A1MCWR A2MCWL A2MCWRHSDirt WallWidth
100 32 A1MCWL A1MCWR A2MCWL A2MCWRHSDirt WallDepth
101 33 A1MCWL A1MCWR A2MCWL A2MCWRHSApproach SlabLe
102 34 A1MCWL A1MCWR A2MCWL A2MCWRHSApproach SlabWi
103 35 A1MCWL A1MCWR A2MCWL A2MCWRHSApproach SlabDe
104 36 A1MCWL A1MCWR A2MCWL A2MCWRHSBack FillingLength
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105 37 A1MCWL A1MCWR A2MCWL A2MCWRHSBack FillingWidth
106 38 A1MCWL A1MCWR A2MCWL A2MCWRHSBack FillingWidth
107 39 A1MCWL A1MCWR A2MCWL A2MCWRHSBack FillingDepth
108
109 Back Filling Calculation
110 FRL (Center) 298.138 298.138 298.138 298.138
111 Camber 2% 2% 2% 2%112 Width 10.250 11.250 14.250 15.250
113 FRL (End) 297.933 297.913 297.853 297.833
114 Average FRL 298.036 298.026 297.996 297.986
115 PQC / (BC-DBM) 0.310 0.310 0.310 0.310
116 DLC / WMM 0.150 0.150 0.150 0.150
117 GSB 0.150 0.150 0.150 0.150
118 BF Top Level 297.426 297.416 297.386 297.376
119 Ground Level 293.249 293.249 292.820 292.820
120 Depth 4.176 4.166 4.566 4.556
121 Back filling Angle from horizontal 65.000 65.000 65.000 65.000
122 Top Width 1.948 1.943 2.129 2.124
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P1 P1MCW MCW
LHS RHS
30 30
2.0% 2.0%
298.138 298.138292.82 292.82
291.000 291.000
0.100 0.100
0.100 0.100
0.065 0.065
298.073 298.073
0.850 0.850
296.978 296.978
1015
Yes Yes
11.07 11.07
12.783 12.783
10.400 10.400
10.250 10.250
13.013 13.013
5.020 5.020
292.820 292.820
290.900 290.900
1.920 1.920
13.013 13.013
5.020 5.020
0.100 0.100
12.783 12.7834.82 4.82
0.82 0.82
0.300 0.300
0.900 0.900
11.963 11.963
0.820 0.820
0.820 0.820
4.778 4.778
11.963 11.963
0.820 0.820
0.000 0.000
Pier P1
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P1MCWL P1MCWRHSExcLength
P1MCWL P1MCWRHSExcWidth
P1MCWL P1MCWRHSExcDepthP1MCWL P1MCWRHSExcDepth 2
P1MCWL P1MCWRHSExcDepth1
P1MCWL P1MCWRHSPCCLength
P1MCWL P1MCWRHSPCCWidth
P1MCWL P1MCWRHSPCCDepth
P1MCWL P1MCWRHSRaftLength
P1MCWL P1MCWRHSRaftWidth
P1MCWL P1MCWRHSRaftWidth 2
P1MCWL P1MCWRHSRaftDepth
P1MCWL P1MCWRHSRaftDepth 2
P1MCWL P1MCWRHSWallLength
P1MCWL P1MCWRHSWallWidth
P1MCWL P1MCWRHSWallWidth 2P1MCWL P1MCWRHSWallDepth
P1MCWL P1MCWRHSCapLength
P1MCWL P1MCWRHSCapWidth
P1MCWL P1MCWRHSCapDepth
Length
Width
Depth
ngth
idth
epth
ngth
idthpth
gth
th
th
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2
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40/41
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