bridge format

8/2/2019 Bridge Format

1/50

Item

No.

Length Width Depth Quantity Unit

6.01)

MCW - A1 - LHS 1 X 1 14.058 7.300 1.125 115.451 Cum OGL=314.425m PCC Bed=313.300m

MCW - A1 - RHS 1 X 1 14.058 7.300 1.125 115.451 Cum OGL=314.425m PCC Bed=313.300m

MCW - A2 - LHS 1 X 1 14.058 7.300 1.773 181.951 Cum OGL=313.773m PCC Bed=312.000m

MCW - A2 - RHS 1 X 1 14.058 7.300 1.773 181.951 Cum OGL=313.773m PCC Bed=312.000m

SR - A1 - LHS 1 X 1 12.067 7.300 1.125 99.100 Cum OGL=314.425m PCC Bed=313.300m

SR - A1 - RHS 1 X 1 12.067 7.300 1.125 99.100 Cum OGL=314.425m PCC Bed=313.300m

SR - A2 - LHS 1 X 1 12.067 7.300 1.773 156.182 Cum OGL=313.773m PCC Bed=312.000m

SR - A2 - RHS 1 X 1 12.067 7.300 1.773 156.182 Cum OGL=313.773m PCC Bed=312.000m

MCW - P1 - LHS 1 X 1 13.013 5.020 1.375 89.822 Cum OGL=314.075m PCC Bed=312.700m

MCW - P1 - RHS 1 X 1 13.013 5.020 1.375 89.822 Cum OGL=314.075m PCC Bed=312.700m











SR - P1 - LHS 1 X 1 13.013 5.020 1.375 89.822 Cum OGL=314.075m PCC Bed=312.700m

SR - P1 - RHS 1 X 1 13.013 5.020 1.375 89.822 Cum OGL=314.075m PCC Bed=312.700m


No.

Refer Drawing No.

Description Remark

Earthwork in excavation for structures in all types of soil and marshy soil excluding rock, including all lifts and leads as per dra

Specifications Section 300.

Abutment Wall Raft

Pier Wall Raft

for ITD CEMINDIA (JV)


2/50

Item

No.

Length Width Depth Quantity UnitNo.

Refer Drawing No.

Description Remark





SR - P4 - RHS 1 X 1 13.013 5.020 1.713 111.902 Cum OGL=313.713m PCC Bed=312.000mSR - P5 - LHS 1 X 1 13.013 5.020 1.460 95.375 Cum OGL=313.760m PCC Bed=312.300m




Total Quantity for BOQ Item No. 6.01) 3552.188 Cum



3/50


4/50

Item

No.


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

of Additional Technical Specifications.

With Controlled Blasting



5/50

Item

No.


Refer Drawing No.

Description Remark

6.04 Providing and laying in position selected imported granular materials of approved quality below structure including compaction in lay

and Technical Specifications Clause 305 and section 1000.

Sand filling



6/50


7/50

Item

No.


Refer Drawing No.

Description Remark

SR - P2 - RHS 1 X 1 13.013 5.020 0.100 6.533 Cum

SR - P3 - LHS 1 X 1 13.013 5.020 0.100 6.533 Cum

SR - P3 - RHS 1 X 1 13.013 5.020 0.100 6.533 Cum

SR - P4 - LHS 1 X 1 13.013 5.020 0.100 6.533 Cum

SR - P4 - RHS 1 X 1 13.013 5.020 0.100 6.533 CumSR - P5 - LHS 1 X 1 13.013 5.020 0.100 6.533 Cum

SR - P5 - RHS 1 X 1 13.013 5.020 0.100 6.533 Cum

SR - P6 - LHS 1 X 1 13.013 5.020 0.100 6.533 Cum

SR - P6 - RHS 1 X 1 13.013 5.020 0.100 6.533 Cum

Approach Slab

MCW - 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

SR - A1 - LHS 1 X 1 6.013 9.050 0.100 5.441 Cum

SR - A1 - RHS 1 X 1 6.013 9.050 0.100 5.441 Cum

SR - A2 - LHS 1 X 1 6.013 9.050 0.100 5.441 Cum

SR - A2 - RHS 1 X 1 6.013 9.050 0.100 5.441 Cum

Annular Filling



8/50

Item

No.


Refer Drawing No.

Description Remark

Total Quantity for BOQ Item No. 6.05a) 278.716 Cum



9/50

Item

No.


Refer Drawing No.

Description Remark

6.05a) Providing and laying in position Plain Cement Concrete in levelling course below open foundations, wing walls, curtain walls, toe wa

ladders and annular filling around foundation in rock as per drawings and Technical Specifications Sections 1700, 2100 and 2700.

a) Grade M15



10/50

Item

No.


Refer Drawing No.

Description Remark

6.06a)

Abutment Wall

RaftMCW - A1 - LHS 1 X 1 13.828 7.100 0.300 29.454 Cum Raft Width =

MCW - A1 - LHS 1 X 1 13.828 4.100 0.900 51.025 Cum Average Width = ( 7.1 + 1.1) /2

MCW - A1 - RHS 1 X 1 13.828 7.100 0.300 29.454 Cum Raft Width =

MCW - A1 - RHS 1 X 1 13.828 4.100 0.900 51.025 Cum Average Width = ( 7.1 + 1.1) /2

MCW - A2 - LHS 1 X 1 13.828 7.100 0.300 29.454 Cum Raft Width =


MCW - A2 - RHS 1 X 1 13.828 7.100 0.300 29.454 Cum Raft Width =


SR - A1 - LHS 1 X 1 11.836 7.100 0.300 25.211 Cum Raft Width =

SR - A1 - LHS 1 X 1 11.836 4.100 0.900 43.675 Cum Average Width = ( 7.1 + 1.1) /2

SR - A1 - RHS 1 X 1 11.836 7.100 0.300 25.211 Cum Raft Width =

SR - A1 - RHS 1 X 1 11.836 4.100 0.900 43.675 Cum Average Width = ( 7.1 + 1.1) /2

SR - A2 - LHS 1 X 1 11.836 7.100 0.300 25.211 Cum Raft Width =


SR - A2 - RHS 1 X 1 11.836 7.100 0.300 25.211 Cum Raft Width =


Pier Wall Raft

MCW - P1 - LHS 1 X 1 12.783 4.820 0.300 18.484 Cum Raft Width =

MCW - P1 - LHS 1 X 1 12.783 2.820 0.900 32.443 Cum Average Width = ( 4.82 + 0.82) /2

MCW - P1 - RHS 1 X 1 12.783 4.820 0.300 18.484 Cum Raft Width =

MCW - P1 - RHS 1 X 1 12.783 2.820 0.900 32.443 Cum Average Width = ( 4.82 + 0.82) /2



Providing and laying in position cement concrete in RCC open foundations excluding reinforcement as per drawings and Tec

Sections 1500, 1700 and 2100.

a) Grade M30



11/50

Item

No.


Refer Drawing No.

Description Remark



















SR - P1 - LHS 1 X 1 12.783 4.820 0.300 18.484 Cum Raft Width =

SR - P1 - LHS 1 X 1 12.783 2.820 0.900 32.443 Cum Average Width = ( 4.82 + 0.82) /2

SR - P1 - RHS 1 X 1 12.783 4.820 0.300 18.484 Cum Raft Width =

SR - P1 - RHS 1 X 1 12.783 2.820 0.900 32.443 Cum Average Width = ( 4.82 + 0.82) /2








12/50

Item

No.


Refer Drawing No.

Description Remark



















13/50

Item

No.


Refer Drawing No.

Description Remark

6.10a)

Abutment wall up to bottom of Cap level

MCW - A1 - LHS 1 X 1 13.828 0.910 3.305 41.588 Cum Average Width = ( 1.1 + 0.72) /2MCW - A1 - RHS 1 X 1 13.828 0.910 3.305 41.588 Cum Average Width = ( 1.1 + 0.72) /2







Abutment Cap

MCW - A1 - LHS 1 X 1 13.828 0.720 0.300 2.987 Cum

MCW - A1 - RHS 1 X 1 13.828 0.720 0.300 2.987 Cum

MCW - A2 - LHS 1 X 1 13.828 0.720 0.300 2.987 Cum

MCW - A2 - RHS 1 X 1 13.828 0.720 0.300 2.987 Cum

SR - A1 - LHS 1 X 1 11.836 0.720 0.300 2.557 Cum

SR - A1 - RHS 1 X 1 11.836 0.720 0.300 2.557 Cum

SR - A2 - LHS 1 X 1 11.836 0.720 0.300 2.557 Cum

SR - A2 - RHS 1 X 1 11.836 0.720 0.300 2.557 Cum

Return Wall






Providing and laying in position cement concrete in RCC piers, pier caps, pedestals, cantilever/ counterfort abutments, abutment cap

wing walls, retaining walls, box returns, cantilever returns, screen walls, median walls, inspection ladders, box cell structures f

excluding reinforcment as per drawings and Technical Specifications Sections 1500, 1700, and 2200.

a) grade M 30



14/50

Item

No.


Refer Drawing No.

Description Remark




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

MCW - A1 - RHS 0.5 X 1 2.309 0.600 1.539 1.066 Cum Average Width = ( 0.6 + 0.6) /2

MCW - A2 - LHS 0.5 X 1 2.309 0.600 1.539 1.066 Cum Average Width = ( 0.6 + 0.6) /2

MCW - A2 - RHS 0.5 X 1 2.309 0.600 1.539 1.066 Cum Average Width = ( 0.6 + 0.6) /2

SR - A1 - LHS 0.5 X 2 2.309 0.600 1.539 2.132 Cum Average Width = ( 0.6 + 0.6) /2

SR - A1 - RHS 0.5 X 2 2.309 0.600 1.539 2.132 Cum Average Width = ( 0.6 + 0.6) /2

SR - A2 - LHS 0.5 X 2 2.309 0.600 1.539 2.132 Cum Average Width = ( 0.6 + 0.6) /2

SR - A2 - RHS 0.5 X 2 2.309 0.600 1.539 2.132 Cum Average Width = ( 0.6 + 0.6) /2

Return Wall Top









Return Wall Haunch

MCW - A1 - LHS 1 X 1 6.689 Cum

MCW - A1 - RHS 1 X 1 6.689 Cum

MCW - A2 - LHS 1 X 1 7.989 Cum

MCW - A2 - RHS 1 X 1 7.989 Cum

SR - A1 - LHS 1 X 2 6.383 Cum



15/50

Item

No.


Refer Drawing No.

Description Remark

SR - A1 - RHS 1 X 2 6.383 Cum

SR - A2 - LHS 1 X 2 7.683 Cum

SR - A2 - RHS 1 X 2 7.683 Cum

Pier Wall (Straight part) up to Cap level


























16/50

Item

No.


Refer Drawing No.

Description Remark


Pier Wall (Round edge) up to Cap level

MCW - P1 - LHS 2 X 0.5 0.528 Area 4.205 2.220 Cum Wall width=0.820

MCW - P1 - RHS 2 X 0.5 0.820 Area 4.205 3.448 Cum Wall width=0.820











SR - P1 - LHS 2 X 0.5 0.820 Area 3.850 3.157 Cum Wall width=0.820

SR - P1 - RHS 2 X 0.5 0.820 Area 3.850 3.157 Cum Wall width=0.820











Dirt Wall



17/50

Item

No.


Refer Drawing No.

Description Remark

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

SR - A1 - LHS 1 X 1 11.836 0.300 1.016 3.608 CumSR - A1 - RHS 1 X 1 11.836 0.300 1.016 3.608 Cum

SR - A2 - LHS 1 X 1 11.836 0.300 1.016 3.608 Cum

SR - A2 - RHS 1 X 1 11.836 0.300 1.016 3.608 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

SR - A1 - LHS 1 X 1 11.836 0.200 0.240 0.568 Cum

SR - A1 - RHS 1 X 1 11.836 0.200 0.240 0.568 Cum

SR - A2 - LHS 1 X 1 11.836 0.200 0.240 0.568 Cum

SR - A2 - RHS 1 X 1 11.836 0.200 0.240 0.568 Cum




18/50

Item

No.


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=30.00Edge 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

Edge Thickning (Both Support) 1 X 2 10.250 0.400 0.153 1.251 Cum

MCW - P1-P2 - LHS 1 X 1 12.009 10.250 0.850 104.628 Cum Bridge Span=10.400 Skewness=30.00


MCW - P1-P2 - RHS 1 X 1 12.009 10.250 0.850 104.628 Cum Bridge Span=10.400 Skewness=30.00

















Providing and laying in position cement concrete in RCC superstructure excluding reinforcment as per drawings and Technical Specif

1500, 1700, 2300.

b) Grade M 30 in solid slab



19/50

Item

No.


Refer Drawing No.

Description Remark


MCW - P6-A2 - LHS 1 X 1 12.009 10.250 0.850 104.628 Cum Bridge Span=10.400 Skewness=30.00


MCW - P6-A2 - RHS 1 X 1 12.009 10.250 0.850 104.628 Cum Bridge Span=10.400 Skewness=30.00


SR - A1-P1 - LHS 1 X 1 12.009 10.250 0.850 104.628 Cum Bridge Span=10.400 Skewness=30.00


SR - A1-P1 - RHS 1 X 1 12.009 10.250 0.850 104.628 Cum Bridge Span=10.400 Skewness=30.00


SR - P1-P2 - LHS 1 X 1 12.009 10.250 0.850 104.628 Cum Bridge Span=10.400 Skewness=30.00


SR - P1-P2 - RHS 1 X 1 12.009 10.250 0.850 104.628 Cum Bridge Span=10.400 Skewness=30.00


















20/50

Item

No.


Refer Drawing No.

Description Remark



SR - P6-A2 - LHS 1 X 1 12.009 10.250 0.850 104.628 Cum Bridge Span=10.400 Skewness=30.00


SR - P6-A2 - RHS 1 X 1 12.009 10.250 0.850 104.628 Cum Bridge Span=10.400 Skewness=30.00Edge Thickning (Both Support) 1 X 2 10.25 0.400 0.153 1.251 Cum

Total Quantity for BOQ Item No. 6.11b 2964.612 Cum



21/50

Item

No.


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

MCW - A1-P1 - RHS 1 X 1 12.009 8.500 0.065 6.635 Cum

MCW - P1-P2 - LHS 1 X 1 12.009 8.500 0.065 6.635 Cum

MCW - P1-P2 - RHS 1 X 1 12.009 8.500 0.065 6.635 Cum

MCW - P2-P3 - LHS 1 X 1 12.009 8.500 0.065 6.635 Cum

MCW - P2-P3 - RHS 1 X 1 12.009 8.500 0.065 6.635 Cum

MCW - P3-P4 - LHS 1 X 1 12.009 8.500 0.065 6.635 Cum

MCW - P3-P4 - RHS 1 X 1 12.009 8.500 0.065 6.635 Cum

MCW - P4-P5 - LHS 1 X 1 12.009 8.500 0.065 6.635 Cum

MCW - P4-P5 - RHS 1 X 1 12.009 8.500 0.065 6.635 Cum

MCW - P5-P6 - LHS 1 X 1 12.009 8.500 0.065 6.635 Cum

MCW - P5-P6 - RHS 1 X 1 12.009 8.500 0.065 6.635 Cum

MCW - P6-A2 - LHS 1 X 1 12.009 8.500 0.065 6.635 Cum

MCW - P6-A2 - RHS 1 X 1 12.009 8.500 0.065 6.635 Cum

SR - A1-P1 - LHS 1 X 1 12.009 8.500 0.065 6.635 Cum

SR - A1-P1 - RHS 1 X 1 12.009 8.500 0.065 6.635 Cum

SR - P1-P2 - LHS 1 X 1 12.009 8.500 0.065 6.635 Cum

SR - P1-P2 - RHS 1 X 1 12.009 8.500 0.065 6.635 Cum

SR - P2-P3 - LHS 1 X 1 12.009 8.500 0.065 6.635 Cum

SR - P2-P3 - RHS 1 X 1 12.009 8.500 0.065 6.635 Cum

SR - P3-P4 - LHS 1 X 1 12.009 8.500 0.065 6.635 Cum

SR - P3-P4 - RHS 1 X 1 12.009 8.500 0.065 6.635 Cum

SR - P4-P5 - LHS 1 X 1 12.009 8.500 0.065 6.635 Cum

SR - P4-P5 - RHS 1 X 1 12.009 8.500 0.065 6.635 CumSR - P5-P6 - LHS 1 X 1 12.009 8.500 0.065 6.635 Cum

Providing and laying cement concrete wearing coat in M-30 grade as per drawing and Technical Specifications Sections 1500, 1600, 17



22/50


23/50

Item

No.


Refer Drawing No.

Description Remark

6.16A)

MCW - A1-P1 - LHS 1 X 1 10.250 0.400 4.100 Sqm

MCW - A1-P1 - RHS 1 X 1 10.250 0.400 4.100 Sqm

MCW - P1-P2 - LHS 1 X 1 10.250 0.400 4.100 Sqm

MCW - P1-P2 - RHS 1 X 1 10.250 0.400 4.100 Sqm

MCW - P2-P3 - LHS 1 X 1 10.250 0.400 4.100 Sqm

MCW - P2-P3 - RHS 1 X 1 10.250 0.400 4.100 Sqm

MCW - P3-P4 - LHS 1 X 1 10.250 0.400 4.100 Sqm

MCW - P3-P4 - RHS 1 X 1 10.250 0.400 4.100 Sqm

MCW - P4-P5 - LHS 1 X 1 10.250 0.400 4.100 Sqm

MCW - P4-P5 - RHS 1 X 1 10.250 0.400 4.100 Sqm

MCW - P5-P6 - LHS 1 X 1 10.250 0.400 4.100 Sqm

MCW - P5-P6 - RHS 1 X 1 10.250 0.400 4.100 Sqm

MCW - P6-A2 - LHS 1 X 1 10.250 0.400 4.100 Sqm

MCW - P6-A2 - RHS 1 X 1 10.250 0.400 4.100 Sqm

SR - A1-P1 - LHS 1 X 1 10.250 0.400 4.100 Sqm

SR - A1-P1 - RHS 1 X 1 10.250 0.400 4.100 Sqm

SR - P1-P2 - LHS 1 X 1 10.250 0.400 4.100 Sqm

SR - P1-P2 - RHS 1 X 1 10.250 0.400 4.100 Sqm

SR - P2-P3 - LHS 1 X 1 10.250 0.400 4.100 Sqm

SR - P2-P3 - RHS 1 X 1 10.250 0.400 4.100 Sqm

SR - P3-P4 - LHS 1 X 1 10.250 0.400 4.100 Sqm

SR - P3-P4 - RHS 1 X 1 10.250 0.400 4.100 Sqm

SR - P4-P5 - LHS 1 X 1 10.250 0.400 4.100 Sqm

SR - P4-P5 - RHS 1 X 1 10.250 0.400 4.100 Sqm

SR - P5-P6 - LHS 1 X 1 10.250 0.400 4.100 Sqm

Providing and fixing in position bearings true to line and level as per drawings and Technical Specifications Section 2000, IRC : 83 (Par

(Part III) 2002.

A) Tar a er bearings



24/50

Item

No.


Refer Drawing No.

Description Remark

SR - P5-P6 - RHS 1 X 1 10.250 0.400 4.100 Sqm

SR - P6-A2 - LHS 1 X 1 10.250 0.400 4.100 Sqm

SR - P6-A2 - RHS 1 X 1 10.250 0.400 4.100 Sqm

Total Quantity for BOQ Item No. 6.16A) 114.800 Cum



25/50

Item

No.


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 Nos

MCW - P1-P2 - LHS 1 X 2 2.000 Nos

MCW - P1-P2 - RHS 1 X 2 2.000 Nos

MCW - P2-P3 - LHS 1 X 2 2.000 Nos

MCW - P2-P3 - RHS 1 X 2 2.000 Nos

MCW - P3-P4 - LHS 1 X 2 2.000 Nos

MCW - P3-P4 - RHS 1 X 2 2.000 Nos

MCW - P4-P5 - LHS 1 X 2 2.000 Nos

MCW - P4-P5 - RHS 1 X 2 2.000 Nos

MCW - P5-P6 - LHS 1 X 2 2.000 Nos

MCW - P5-P6 - RHS 1 X 2 2.000 Nos

MCW - P6-A2 - LHS 1 X 2 2.000 Nos

MCW - P6-A2 - RHS 1 X 2 2.000 Nos

SR - A1-P1 - LHS 1 X 2 2.000 Nos

SR - A1-P1 - RHS 1 X 2 2.000 Nos

SR - P1-P2 - LHS 1 X 2 2.000 Nos

SR - P1-P2 - RHS 1 X 2 2.000 Nos

SR - P2-P3 - LHS 1 X 2 2.000 Nos

SR - P2-P3 - RHS 1 X 2 2.000 Nos

SR - P3-P4 - LHS 1 X 2 2.000 Nos

SR - P3-P4 - RHS 1 X 2 2.000 Nos

SR - P4-P5 - LHS 1 X 2 2.000 Nos

SR - P4-P5 - RHS 1 X 2 2.000 Nos

SR - P5-P6 - LHS 1 X 2 2.000 Nos

SR - P5-P6 - RHS 1 X 2 2.000 Nos

Providing and fixing in position drainage spouts as per drawings and Technical Specifications Clause 2705.



26/50

Item

No.


Refer Drawing No.

Description Remark

SR - P6-A2 - LHS 1 X 2 2.000 Nos

SR - P6-A2 - RHS 1 X 2 2.000 Nos

Total Quantity for BOQ Item No. 6.18 56.000 Nos



27/50

Item

No.


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

SR - A1 - LHS 1 X 1 6.113 9.050 0.300 16.595 Cum

SR - A1 - RHS 1 X 1 6.113 9.050 0.300 16.595 Cum

SR - A2 - LHS 1 X 1 6.113 9.050 0.300 16.595 Cum

SR - A2 - RHS 1 X 1 6.113 9.050 0.300 16.595 Cum

Total Quantity for BOQ Item No. 6.21 231.168 Nos

Providing and laying in position Reinforced Cement Concrete grade M 30 in approach slabs including reinforcement and bituminous jo

sealing compound between approach slabs and dirt walls / concrete pavements as per drawings and Technical Specifications Section

2700.



28/50

Item

No.


Refer Drawing No.

Description Remark

6.22

Crash Barrier on Median Side

Typical 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-P2 - LHS 1 X 1 12.009 0.314 Area 3.771 Cum Effective Length 12.009

MCW - P1-P2 - RHS 1 X 1 12.009 0.314 Area 3.771 Cum Effective Length 12.009









MCW - P6-A2 - LHS 1 X 1 12.009 0.314 Area 3.771 Cum Effective Length 12.009

MCW - P6-A2 - RHS 1 X 1 12.009 0.314 Area 3.771 Cum Effective Length 12.009

SR - A1-P1 - LHS 1 X 1 12.009 0.314 Area 3.771 Cum Effective Length 12.009

SR - A1-P1 - RHS 1 X 1 12.009 0.314 Area 3.771 Cum Effective Length 12.009

SR - P1-P2 - LHS 1 X 1 12.009 0.314 Area 3.771 Cum Effective Length 12.009

Providing and laying in position Reinforced Cement Concrete Crash barrier excluding cost of reinforcement but including providing bi

and Polysulphide joint filler at expansion joints/gap locations as per drawings and Technical Specifications Sections 1500, 1700 and 2

(a) Grade M 40



29/50

Item

No.


Refer Drawing No.

Description Remark

SR - P1-P2 - RHS 1 X 1 12.009 0.314 Area 3.771 Cum Effective Length 12.009









SR - P6-A2 - LHS 1 X 1 12.009 0.314 Area 3.771 Cum Effective Length 12.009

SR - P6-A2 - RHS 1 X 1 12.009 0.314 Area 3.771 Cum Effective Length 12.009

Crash 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












30/50

Item

No.


Refer Drawing No.

Description Remark



















SR - P6-A2 - LHS 1 X 1 12.009 0.285 Area 3.420 Cum Effective Length 12.009


Total Quantity for BOQ Item No. 6.22 201.348 Cum



31/50

Item

No.


Refer Drawing No.

Description Remark

6.23a

Typical Cross Section Area of Footpath

1 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























Providing and laying in position Reinforced Cement Concrete in kerbs/railing/median kerbs over bridges, grade separators, ROBs and

excluding cost of reinforcement steel, as per drawings and Technical Specifications Sections 1700 and 2300.

a) grade M30



32/50

Item

No.


Refer Drawing No.

Description Remark





SR - P5-P6 - RHS 1 X 1 12.009 0.418 Area 5.021 Cum Effective Length 12.009SR - P6-A2 - LHS 1 X 1 12.009 0.418 Area 5.021 Cum Effective Length 12.009


Total Quantity for BOQ Item No. 6.23a 140.588 Cum



33/50

Item

No.


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

Specifications Clause 2706.



34/50

Item

No.


Refer Drawing No.

Description Remark

6.25 Painting of structure number span arrangement and flow directions as per drawings and Technical Specifications Section 800.



35/50

Item

No.


Refer Drawing No.

Description Remark

6.26

MCW - A1 - LHS 1 X 0.5 13.135 1.971 4.228 54.730 Cum

MCW - A1 - RHS 1 X 0.5 13.135 1.967 4.218 54.489 Cum

MCW - A2 - LHS 1 X 0.5 13.135 2.257 4.839 71.728 Cum

MCW - A2 - RHS 1 X 0.5 13.135 2.252 4.830 71.436 Cum

SR - A1 - LHS 1 X 0.5 10.450 1.796 3.851 36.138 Cum

SR - A1 - RHS 1 X 0.5 10.450 1.790 3.838 35.896 Cum

SR - A2 - LHS 1 X 0.5 10.450 2.076 4.453 48.302 Cum

SR - A2 - RHS 1 X 0.5 10.450 2.071 4.440 48.045 Cum


Providing and laying back filling behind abutments, splayed wing walls, return wall or any other area with selected imported granular m

approved quality as per drawings and Technical Specifications Clause 305 and Appendix-6, IRC:78-2000 having following minimum pro

(a) c+0, (b) > = 30o, (c ) g = 1.8t/m3



36/50

Item

No.


Refer Drawing No.

Description Remark

6.27

MCW - A1 - LHS 1 X 1 13.135 0.600 4.228 33.321 Cum

MCW - A1 - RHS 1 X 1 13.135 0.600 4.218 33.242 Cum

MCW - A2 - LHS 1 X 1 13.135 0.600 4.839 38.136 Cum

MCW - A2 - RHS 1 X 1 13.135 0.600 4.830 38.065 Cum

SR - A1 - LHS 1 X 1 10.450 0.600 3.851 24.146 Cum

SR - A1 - RHS 1 X 1 10.450 0.600 3.838 24.064 Cum

SR - A2 - LHS 1 X 1 10.450 0.600 4.453 27.920 Cum

SR - A2 - RHS 1 X 1 10.450 0.600 4.440 27.839 Cum


Providing and laying filter media behind abutment, splayed wing wall, median wall, retaining wall and return wall as per drawings and T




37/50

Item

No.


Refer Drawing No.

Description Remark

6.28 Providing and laying stone apron as per drawing and Technical Specifications Clause 2500



38/50

Item

No.


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 Te




39/50


40/50

1

2 A1 A1 A1 A1 A2 A23 MCW MCW SR SR MCW MCW

4 LHS RHS LHS RHS LHS RHS

5 30 30 30 30 30 30

6 2% 2% 2.5% 2.5% 2% 2%

7 319.365 319.365 319.059 319.059 319.365 319.3658 314.425 314.425 314.425 314.425 313.773 313.773

9 313.400 313.400 313.400 313.400 312.1 312.1

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

13 319.300 319.300 318.994 318.994 319.3 319.3

14 0.850 0.850 0.850 0.850 0.850 0.850

15 Wall Top Level 318.205 318.205 317.850 317.850 318.205 318.205

16 Cap Depth 0.300 0.300 0.300 0.300 0.300 0.300

17 No No No No No No

18 11.975 11.975 10.25 10.25 11.975 11.975

19 13.828 13.828 11.836 11.836 13.828 13.82820 Return Wall Length 4.000 4.000 4.000 4.000 4.000 4.000

21 Cantilever Return Wall Length 2.000 2.000 2.000 2.000 2.000 2.000

22 Slab Span 10.400 10.400 10.400 10.400 10.400 10.400

23 Slab Width 10.250 10.250 10.250 10.250 10.250 10.250

24 1 Exc Length 14.058 14.058 12.067 12.067 14.058 14.058

25 2 Exc Width 7.300 7.300 7.300 7.300 7.300 7.300

26 3 Exc Depth 314.425 314.425 314.425 314.425 313.773 313.773

27 4 Exc Depth 2 313.300 313.300 313.300 313.300 312.000 312.000

28 5 Exc Depth1 1.125 1.125 1.125 1.125 1.773 1.773

29 6 PCC Length 14.058 14.058 12.067 12.067 14.058 14.058

30 7 PCC Width 7.300 7.300 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 13.828 13.828 11.836 11.836 13.828 13.82833 10 Raft Width 7.100 7.100 7.100 7.100 7.1 7.1

34 11 Raft Width 2 1.100 1.100 1.100 1.100 1.1 1.1

35 12 Raft Depth 0.300 0.300 0.300 0.300 0.300 0.300

36 13 Raft Depth 2 0.900 0.900 0.900 0.900 0.900 0.900

37 14 Wall Length 13.828 13.828 11.836 11.836 13.828 13.828

38 15 Wall Width 1.100 1.100 1.100 1.100 1.100 1.100

39 16 Wall Width 2 0.720 0.720 0.720 0.720 0.720 0.720

40 17 Wall Depth 3.305 3.305 2.950 2.950 4.605 4.605

41 18 Cap Length 13.828 13.828 11.836 11.836 13.828 13.828

42 19 Cap Width 0.720 0.720 0.720 0.720 0.720 0.720

43 20 Cap Depth 0.300 0.300 0.300 0.300 0.300 0.300

44 21 Return wall BottoLength 4.619 4.619 4.619 4.619 4.619 4.61945 22 Return wall BottoWidth 0.600 0.600 0.600 0.600 0.600 0.600

46 23 Return wall BottoDepth 5.150 5.150 4.844 4.844 6.450 6.450

47 24 Cant Return wall Length 2.309 2.309 2.309 2.309 2.309 2.309

48 25 Cant Return wall Width 0.600 0.600 0.600 0.600 0.600 0.600

49 26 Cant Return wall Depth 1.539 1.539 1.539 1.539 1.539 1.539

50 27 Return wall Top Length 6.928 6.928 6.928 6.928 6.928 6.928

51 28 Return wall Top Width 0.600 0.600 0.600 0.600 0.600 0.600

52 29 Return wall Top Depth 0.300 0.300 0.300 0.300 0.300 0.300

Abutment A1 Abutm

Effective Length

Length

Round edge of wall

Depth of Slab

Deck slab Top Level

Wearing Coat Thickness

PCC Projection

PCC Thickness

Bridge Skewness

PCC Top level

OGLFRL

Camber


41/50

53 30 Dirt Wall Length 11.836 11.836 11.836 11.836 11.836 11.836

54 31 Dirt Wall Width 0.300 0.300 0.300 0.300 0.300 0.300

55 32 Dirt Wall Depth 0.968 0.968 1.016 1.016 0.968 0.968

56 33 Approach Slab Length 6.286 6.286 6.113 6.113 6.286 6.286

57 34 Approach Slab Width 9.650 9.650 9.050 9.050 9.650 9.650

58 35 Approach Slab Depth 0.300 0.300 0.300 0.300 0.300 0.300

59 36 Back Filling Length 13.135 13.135 10.450 10.450 13.135 13.13560 37 Back Filling Width 1.971 1.967 1.796 1.790 2.257 2.252

61 38 Back Filling Width 2 0.000 0.000 0.000 0.000 0.000 0.000

62 39 Back Filling Depth 4.228 4.218 3.851 3.838 4.839 4.830

63

64

65

66

67

68

69 1 A1MCWL A1MCWR A1SRLHSA1SRRH A2MCWL A2MCWR


71 3 A1MCWL A1MCWR A1SRLHSA1SRRH A2MCWL A2MCWR72 4 A1MCWL A1MCWR A1SRLHSA1SRRH A2MCWL A2MCWR
































42/50




99

100 Back Filling Calculation

101 FRL (Center) 319.365 319.365 319.059 319.059 319.365 319.365

102 Camber 2% 2% 2.5% 2.5% 2% 2%103 Width 10.250 11.250 12.250 13.250 14.250 15.250

104 FRL (End) 319.160 319.140 318.753 318.728 319.080 319.060

105 Average FRL 319.263 319.253 318.906 318.893 319.223 319.213

106 PQC / (BC-DBM) 0.310 0.310 0.150 0.150 0.310 0.310

107 DLC / WMM 0.150 0.150 0.250 0.250 0.150 0.150

108 GSB 0.150 0.150 0.230 0.230 0.150 0.150

109 BF Top Level 318.653 318.643 318.276 318.263 318.613 318.603

110 Ground Level 314.425 314.425 314.425 314.425 313.773 313.773

111 Depth 4.228 4.218 3.851 3.838 4.839 4.830

112 Back filling Angle from horizontal 65.000 65.000 65.000 65.000 65.000 65.000

113 Top Width 1.971 1.967 1.796 1.790 2.257 2.252


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A2 A2 P1 P1 P1 P1 P2 P2 P2 P2SR SR MCW MCW SR SR MCW MCW SR SR

LHS RHS LHS RHS LHS RHS LHS RHS LHS RHS

30 30 30 30 30 30 30 30 30 30

2.5% 2.5% 2.0% 2.0% 2.5% 2.5% 2.0% 2.0% 2.5% 2.5%

319.059 319.059 319.365 319.365 319.059 319.059 319.365 319.365 319.059 319.059313.773 313.773 314.075 314.075 314.075 314.075 313.736 313.736 313.736 313.736

312.1 312.1 312.8 312.8 312.8 312.8 312.4 312.4 312.4 312.4

0.100 0.100 0.100 0.100 0.100 0.100 0.100 0.100 0.100 0.100

0.100 0.100 0.100 0.100 0.100 0.100 0.100 0.100 0.100 0.100

0.065 0.065 0.065 0.065 0.065 0.065 0.065 0.065 0.065 0.065

318.994 318.994 319.3 319.3 318.994 318.994 319.3 319.3 318.994 318.994

0.850 0.850 0.850 0.850 0.850 0.850 0.850 0.850 0.850 0.850

317.850 317.850 318.205 318.205 317.850 317.850 318.205 318.205 317.850 317.850

0.300 0.300

No No Yes Yes Yes Yes Yes Yes Yes Yes

10.25 10.25 11.07 11.07 11.07 11.07 11.07 11.07 11.07 11.07

11.836 11.836 12.783 12.783 12.783 12.783 12.783 12.783 12.783 12.7834.000 4.000

2.000 2.000

10.400 10.400 10.400 10.400 10.400 10.400 10.400 10.400 10.400 10.400

10.250 10.250 10.250 10.250 10.250 10.250 10.250 10.250 10.250 10.250

12.067 12.067 13.013 13.013 13.013 13.013 13.013 13.013 13.013 13.013

7.300 7.300 5.020 5.020 5.020 5.020 5.020 5.020 5.020 5.020

313.773 313.773 314.075 314.075 314.075 314.075 313.736 313.736 313.736 313.736

312.000 312.000 312.700 312.700 312.700 312.700 312.300 312.300 312.300 312.300

1.773 1.773 1.375 1.375 1.375 1.375 1.436 1.436 1.436 1.436

12.067 12.067 13.013 13.013 13.013 13.013 13.013 13.013 13.013 13.013

7.300 7.300 5.020 5.020 5.020 5.020 5.020 5.020 5.020 5.020

0.100 0.100 0.100 0.100 0.100 0.100 0.100 0.100 0.100 0.100

11.836 11.836 12.783 12.783 12.783 12.783 12.783 12.783 12.783 12.7837.1 7.1 4.82 4.82 4.82 4.82 4.82 4.82 4.82 4.82

1.1 1.1 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82

0.300 0.300 0.300 0.300 0.300 0.300 0.300 0.300 0.300 0.300

0.900 0.900 0.900 0.900 0.900 0.900 0.900 0.900 0.900 0.900

11.836 11.836 11.963 11.963 11.963 11.963 11.963 11.963 11.963 11.963

1.100 1.100 0.820 0.820 0.820 0.820 0.820 0.820 0.820 0.820

0.720 0.720 0.820 0.820 0.820 0.820 0.820 0.820 0.820 0.820

4.250 4.250 4.205 4.205 3.850 3.850 4.605 4.605 4.250 4.250

11.836 11.836 11.963 11.963 11.963 11.963 11.963 11.963 11.963 11.963

0.720 0.720 0.820 0.820 0.820 0.820 0.820 0.820 0.820 0.820

0.300 0.300 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

4.619 4.6190.600 0.600

6.144 6.144

2.309 2.309

0.600 0.600

1.539 1.539

6.928 6.928

0.600 0.600

0.300 0.300

Pier P1 Pier P2ent A2


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11.836 11.836

0.300 0.300

1.016 1.016

6.113 6.113

9.050 9.050

0.300 0.300

10.450 10.4502.076 2.071

0.000 0.000

4.453 4.440

A2SRLHSA2SRRH P1MCWL P1MCWR P1SRLHSP1SRRH P2MCWL P2MCWR P2SRLHSP2SRRH


A2SRLHSA2SRRH P1MCWL P1MCWR P1SRLHSP1SRRH P2MCWL P2MCWR P2SRLHSP2SRRHA2SRLHSA2SRRH P1MCWL P1MCWR P1SRLHSP1SRRH P2MCWL P2MCWR P2SRLHSP2SRRH












A2SRLHSA2SRRH P1MCWL P1MCWR P1SRLHSP1SRRH P2MCWL P2MCWR P2SRLHSP2SRRHA2SRLHSA2SRRH P1MCWL P1MCWR P1SRLHSP1SRRH P2MCWL P2MCWR P2SRLHSP2SRRH




A2SRLHSA2SRRHSReturn wall BottomLength

A2SRLHSA2SRRHSReturn wall BottomWidth

A2SRLHSA2SRRHSReturn wall BottomDepth

A2SRLHSA2SRRHSCant Return wallLength

A2SRLHSA2SRRHSCant Return wallWidth

A2SRLHSA2SRRHSCant Return wallDepth

A2SRLHSA2SRRHSReturn wall TopLength

A2SRLHSA2SRRHSReturn wall TopWidthA2SRLHSA2SRRHSReturn wall TopDepth

A2SRLHSA2SRRHSDirt WallLength

A2SRLHSA2SRRHSDirt WallWidth

A2SRLHSA2SRRHSDirt WallDepth

A2SRLHSA2SRRHSApproach SlabLength

A2SRLHSA2SRRHSApproach SlabWidth

A2SRLHSA2SRRHSApproach SlabDepth

A2SRLHSA2SRRHSBack FillingLength


45/50

A2SRLHSA2SRRHSBack FillingWidth

A2SRLHSA2SRRHSBack FillingWidth 2

A2SRLHSA2SRRHSBack FillingDepth

319.059 319.059

2.5% 2.5%16.250 17.250

318.653 318.628

318.856 318.843

0.150 0.150

0.250 0.250

0.230 0.230

318.226 318.213

313.773 313.773

4.453 4.440

65.000 65.000

2.076 2.071


46/50

P3 P3 P3 P3 P4 P4 P4 P4 P5 P5MCW MCW SR SR MCW MCW SR SR MCW MCW

LHS RHS LHS RHS LHS RHS LHS RHS LHS RHS

30 30 30 30 30 30 30 30 30 30

2.0% 2.0% 2.5% 2.5% 2.0% 2.0% 2.5% 2.5% 2.0% 2.0%

319.365 319.365 319.059 319.059 319.365 319.365 319.059 319.059 319.365 319.365313.425 313.425 313.425 313.425 313.713 313.713 313.713 313.713 313.76 313.76

312.1 312.1 312.1 312.1 312.1 312.1 312.1 312.1 312.4 312.4

0.100 0.100 0.100 0.100 0.100 0.100 0.100 0.100 0.100 0.100

0.100 0.100 0.100 0.100 0.100 0.100 0.100 0.100 0.100 0.100

0.065 0.065 0.065 0.065 0.065 0.065 0.065 0.065 0.065 0.065

319.3 319.3 318.994 318.994 319.3 319.3 318.994 318.994 319.3 319.3

0.850 0.850 0.850 0.850 0.850 0.850 0.850 0.850 0.850 0.850

318.205 318.205 317.850 317.850 318.205 318.205 317.850 317.850 318.205 318.205

Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes

11.07 11.07 11.07 11.07 11.070 11.070 11.070 11.070 11.070 11.070

12.783 12.783 12.783 12.783 12.783 12.783 12.783 12.783 12.783 12.783

10.400 10.400 10.400 10.400 10.400 10.400 10.400 10.400 10.400 10.400

10.250 10.250 10.250 10.250 10.250 10.250 10.250 10.250 10.250 10.250

13.013 13.013 13.013 13.013 13.013 13.013 13.013 13.013 13.013 13.013

5.020 5.020 5.020 5.020 5.020 5.020 5.020 5.020 5.020 5.020

313.425 313.425 313.425 313.425 313.713 313.713 313.713 313.713 313.760 313.760

312.000 312.000 312.000 312.000 312.000 312.000 312.000 312.000 312.300 312.300

1.425 1.425 1.425 1.425 1.713 1.713 1.713 1.713 1.460 1.460

13.013 13.013 13.013 13.013 13.013 13.013 13.013 13.013 13.013 13.013

5.020 5.020 5.020 5.020 5.020 5.020 5.020 5.020 5.020 5.020

0.100 0.100 0.100 0.100 0.100 0.100 0.100 0.100 0.100 0.100

12.783 12.783 12.783 12.783 12.783 12.783 12.783 12.783 12.783 12.7834.82 4.82 4.82 4.82 4.82 4.82 4.82 4.82 4.82 4.82

0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82

0.300 0.300 0.300 0.300 0.300 0.300 0.300 0.300 0.300 0.300

0.900 0.900 0.900 0.900 0.900 0.900 0.900 0.900 0.900 0.900

11.963 11.963 11.963 11.963 11.963 11.963 11.963 11.963 11.963 11.963

0.820 0.820 0.820 0.820 0.820 0.820 0.820 0.820 0.820 0.820

0.820 0.820 0.820 0.820 0.820 0.820 0.820 0.820 0.820 0.820

4.905 4.905 4.550 4.550 4.905 4.905 4.550 4.550 4.605 4.605

11.963 11.963 11.963 11.963 11.963 11.963 11.963 11.963 11.963 11.963

0.820 0.820 0.820 0.820 0.820 0.820 0.820 0.820 0.820 0.820

0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

Pier P3 Pier P4 Pie


47/50

P3MCWL P3MCWR P3SRLHSP3SRRH P4MCWL P4MCWR P4SRLHSP4SRRH P5MCWL P5MCWR


P3MCWL P3MCWR P3SRLHSP3SRRH P4MCWL P4MCWR P4SRLHSP4SRRH P5MCWL P5MCWRP3MCWL P3MCWR P3SRLHSP3SRRH P4MCWL P4MCWR P4SRLHSP4SRRH P5MCWL P5MCWR












P3MCWL P3MCWR P3SRLHSP3SRRH P4MCWL P4MCWR P4SRLHSP4SRRH P5MCWL P5MCWRP3MCWL P3MCWR P3SRLHSP3SRRH P4MCWL P4MCWR P4SRLHSP4SRRH P5MCWL P5MCWR





48/50


49/50

P5 P5 P6 P6 P6 P6SR SR MCW MCW SR SR

LHS RHS LHS RHS LHS RHS

30 30 30 30 30 30

2.5% 2.5% 2.0% 2.0% 2.5% 2.5%

319.059 319.059 319.365 319.365 319.059 319.059313.76 313.76 313.655 313.655 313.655 313.655

312.4 312.4 311.8 311.8 311.8 311.8

0.100 0.100 0.100 0.100 0.100 0.100

0.100 0.100 0.100 0.100 0.100 0.100

0.065 0.065 0.065 0.065 0.065 0.065

318.994 318.994 319.3 319.3 318.994 318.994

0.850 0.850 0.850 0.850 0.850 0.850

317.850 317.850 318.205 318.205 317.850 317.850

Yes Yes Yes Yes Yes Yes

11.070 11.070 11.070 11.070 11.070 11.070

12.783 12.783 12.783 12.783 12.783 12.783

10.400 10.400 10.400 10.400 10.400 10.400

10.250 10.250 10.250 10.250 10.250 10.250

13.013 13.013 13.013 13.013 13.013 13.013

5.020 5.020 5.020 5.020 5.020 5.020

313.760 313.760 313.655 313.655 313.655 313.655

312.300 312.300 311.700 311.700 311.700 311.700

1.460 1.460 1.955 1.955 1.955 1.955

13.013 13.013 13.013 13.013 13.013 13.013

5.020 5.020 5.020 5.020 5.020 5.020

0.100 0.100 0.100 0.100 0.100 0.100

12.783 12.783 12.783 12.783 12.783 12.7834.82 4.82 4.82 4.82 4.82 4.82

0.82 0.82 0.82 0.82 0.82 0.82

0.300 0.300 0.300 0.300 0.300 0.300

0.900 0.900 0.900 0.900 0.900 0.900

11.963 11.963 11.963 11.963 11.963 11.963

0.820 0.820 0.820 0.820 0.820 0.820

0.820 0.820 0.820 0.820 0.820 0.820

4.250 4.250 5.205 5.205 4.850 4.850

11.963 11.963 11.963 11.963 11.963 11.963

0.820 0.820 0.820 0.820 0.820 0.820

0.000 0.000 0.000 0.000 0.000 0.000

P5 Pier P6


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P5SRLHSP5SRRH P6MCWL P6MCWR P6SRLHSP6SRRHSExcLength

P5SRLHSP5SRRH P6MCWL P6MCWR P6SRLHSP6SRRHSExcWidth

P5SRLHSP5SRRH P6MCWL P6MCWR P6SRLHSP6SRRHSExcDepthP5SRLHSP5SRRH P6MCWL P6MCWR P6SRLHSP6SRRHSExcDepth 2

P5SRLHSP5SRRH P6MCWL P6MCWR P6SRLHSP6SRRHSExcDepth1

P5SRLHSP5SRRH P6MCWL P6MCWR P6SRLHSP6SRRHSPCCLength

P5SRLHSP5SRRH P6MCWL P6MCWR P6SRLHSP6SRRHSPCCWidth

P5SRLHSP5SRRH P6MCWL P6MCWR P6SRLHSP6SRRHSPCCDepth

P5SRLHSP5SRRH P6MCWL P6MCWR P6SRLHSP6SRRHSRaftLength

P5SRLHSP5SRRH P6MCWL P6MCWR P6SRLHSP6SRRHSRaftWidth

P5SRLHSP5SRRH P6MCWL P6MCWR P6SRLHSP6SRRHSRaftWidth 2

P5SRLHSP5SRRH P6MCWL P6MCWR P6SRLHSP6SRRHSRaftDepth

P5SRLHSP5SRRH P6MCWL P6MCWR P6SRLHSP6SRRHSRaftDepth 2

P5SRLHSP5SRRH P6MCWL P6MCWR P6SRLHSP6SRRHSWallLength

P5SRLHSP5SRRH P6MCWL P6MCWR P6SRLHSP6SRRHSWallWidth

P5SRLHSP5SRRH P6MCWL P6MCWR P6SRLHSP6SRRHSWallWidth 2P5SRLHSP5SRRH P6MCWL P6MCWR P6SRLHSP6SRRHSWallDepth

P5SRLHSP5SRRH P6MCWL P6MCWR P6SRLHSP6SRRHSCapLength

P5SRLHSP5SRRH P6MCWL P6MCWR P6SRLHSP6SRRHSCapWidth

P5SRLHSP5SRRH P6MCWL P6MCWR P6SRLHSP6SRRHSCapDepth

bridge format

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