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Quantity Agreement Sheet

Bill No. 02 (Earth Works)

BOQ Item No.: 2090101

Description : Structural Excavation - Bridges Month :

Description nit

Sr. # Description Quantity

1 Bridge at CH. 5+480 3832.36

TOTAL 3832.36

!otal "uantit# $%

&'$&D* +!&',S

L M RDOOF CO. ./345 67835 :;8<

=D +> &D

M³

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Saffar/1!!

"uantit#

!"#!$

=?@=2

!

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=D +> &D

%or&ing Sheet

Description : Structural '(ca)ation * Bri+ges

BRIDGE AT STATIO ! "$8%

Sr.o Description os.&easure'ents

Len(t) Brea*t)+,i*t) -ei()t

Aut'ent o./

Height = (634.0 - 630.50) = 3.50m 1 17.80 7.40 3.50

Aut'ent o.2

Height = (634.0 - 630.62) = 3.38m 1 17.80 7.40 3.38

1 0ier 1ootin(

115.600 6.600 4.050

115.600 6.600 4.070

115.600 6.600 4.080

115.600 6.600 4.090

115.600 6.600 4.060

115.600 6.600 4.030

115.600 6.600 4.040

L M RDOOF CO. ./345 67835 :;8<

Pier No.1

Height = (634.0 - 629.95) = 4.05m

Pier No.2

Height = (634.0 - 629.93) = 4.07m

Pier No.3

Height = (634.0 - 629.92) = 4.08m

Pier No.4

Height = (634.0 - 629.91) = 4.09m

Pier No.5

Height = (634.0 - 629.94) = 4.06m

Pier No.6

Height = (634.0 - 629.97) = 4.03m

Pier No.7

Height = (634.0 - 629.96) = 4.04m

Tota Quantity &34

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461.02

445.21

5%6.23

416.99

419.05

420.08

421.11

418.02

414.93

415.96

2526./2

3832.36

Quantity'34

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Saffar/1!!

"uantit#

1"#!

1?@F=

!

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=D +> &D

%or&ing Sheet

Description : Structural ,oncrete or Bridge Su-Structure? ,lass-&


Sr.o Description os. &easure'ents

Len(t) Brea*t)+,i*t) -ei()t

1 Aut'ent 1ootin(s 7oncrete

Abutmet No.1 !ootig 1 17.20 6.80 1.30

Abutmet No.2 !ootig 1 17.20 6.80 1.30

Su!Tota ! /

2 0iers 1ootin(

Pier No."1 # 7$ 7 15.000 6.000 1.500

Pede%ta&%

Pier No."1 # 7$ "3 No%. ' Pier$ 21 1.800 1.800 1.500

Su!Tota ! 2

3 Aut'ent ! / 7ou'ns

4 0.80 1.51 4.057

4 Aut'ent ! 2 7ou'ns

4 0.80 1.51 4.847

5 3 1.131 3.043

6 3 1.131 3.190

7 3 1.131 3.320

8 3 1.131 3.443

9 3 1.131 3.518

10 3 1.131 3.589

11 3 1.131 3.703

Su Tota ! 3

Aut'ent !-ea*

2 16.35 1.263 1.20

2 16.35 0.259 1.45

L M RDOOF CO. ./345 67835 :;8<

Avg.Width = (1.80+1.22)/2 = 1.51

Avg.Height =

(3.949+4.021+4.092+4.164)/4 = 4.057

Avg.Width = (1.80+1.22)/2 = 1.51

Avg.Height =

(4.743+4.812+4.882+4.952)/4 = 4.8470ier o. / 3 7ou'ns+0ier4

Area = (i!1.2")/4 = 1.131

Avg. Ht. = (2.95+3.04+3.136)/3 = 3.0430ier o. 2 3 7ou'ns+0ier4

Area = (i!1.2")/4 = 1.131


Area = (i!1.2")/4 = 1.131

Avg. Ht. = (3.229+3.318+3.412)/3 = 3.3200ier o. $ 3 7ou'ns+0ier4

Area = (i!1.2")/4 = 1.131

Avg. Ht. = (3.352+3.441+3.535)/3 = 3.4430ier o. " 3 7ou'ns+0ier4

Area = (i!1.2")/4 = 1.131


Area = (i!1.2")/4 = 1.131

Avg. Ht. = (3.499+3.588+3.681)/3 = 3.5890ier o. 3 7ou'ns+0ier4

Area = (i!1.2")/4 = 1.131

Avg. Ht. = (3.613+3.702+3.795)/3 = 3.703

(

#$e% Width = (1.22/&'15) = 1.263

Portio(2

#$e% = (0.25/&'15) = 0.259

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2 16.35 0.259 0.375

4 0.97 0.207 1.25

Su!Tota ! $

12 7ou'ns 0ier 7ap

7 15.850 1.657 0.500

)e*tagu&ar e*t. 7 16.320 1.967 0.700

141.967 0.207 1.250

Su!Tota ! "

,in( ,as

4 1.65 1.33 0.30

Portio (2 4 2.8 1.32 0.3

4 0.375 0.25 0.3Su!Tota ! 6

Aproac) Sa

,idt- "4 ' *o% 15$ 4.141 2 15.47 4.141 0.30

Su!Tota !

Portio(3

#$e% = (0.25/&'15) = 0.259

Avg. Ht. = (0.25+0.50)/2 = 0.375

ide ,a&&%

Avg. Width = ( 0.20/&' 15) = 0.207

/raeoida& e*tio

Avg. e*gth = (15.35+16.35)/2 = 15.85

Avg. Width = (1.346+1.967)/2 = 1.657

ide ,a&&%

Avg. Width = ( 0.20/&' 15) = 0.207

Portio ( 1

Avg. e*gth = (0.50+2.80)/2 = 1.65

De*uction

Avg. e*gth = (0.25 + 0.50)/2 = 0.375

Tota Quantity &34

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152.048

152.048

3%$./%

945.00

102.06

/%$.%6

19.601

23.422

10.324

10.822

11.263

11.681

11.936

12.178

12.565

/23.5

49.56

12.27

Quantity'34

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3.17

1.00

66.%/

91.89

157.30

7.13

2"6.32

2.63

4.44

!%.//

6.56

38.44

38.$$

/8$2.6

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Bill No. 0A (,oncrete Steel Structures)C

BOQ Item No.: A0=0101

Description : Structural ,oncrete or Bridge superstructure? ,lass & Month :

Description nit

Sr. # Description Quantity

1 Bridge at CH. 5+480 1632.44

TOTAL /632.$$

!otal "uantit# $%

&'$&D* +!&',S

L M RDOOF CO. ./345 67835 :;8<

=D +> &D

M³

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Saffar/1!!

"uantit#

1",!$

1?G=2

!

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=D +> &D

%or&ing Sheet

Description : Structural ,oncrete or Bridge superstructure? ,lass &


r.No

e%*ritio

No%.ea%uremet%

egt- Breadt-',idt- Heig-t

1 Gir*ers 2 os.4

72 19.80 0.55 1.09

72 19.80 0.60 0.115

72 19.80 0.595 0.08

72 19.80 0.595 0.095

De*uctions

i( 144 0.231 0.595 0.08

ii( 144 0.55 0.595 0.095

Tota Quantity o9 Gir*ers

2 Dec: Sa

1 160 16.927 0.18

De*uction E;p.

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Tota Quantity &34

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854.647

98.366

67.859

80.582

!/."8%

!$.$

/%5".35

487.50

(1.22

$86.28

45.18

1.32

0.07

$6."6

4.20

$.2%

Quantity'34

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/632.$$

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BOQ Item No.: A0=110F

Description : Bearing Devices? ElastoHeric? 120 !on $axC 'oadC Month :

Description nit "uantit#

Nos. 1

-efer to attache+ alculations

!otal "uantit# o Bearing Iads -------- 1FF Nos

!otal "uantit# Nos. 1FF

&'$&D* +!&',S'!

L M RDOOF CO. ./345 67835 :;8<

=D +> &D

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B+D>E &! S!&!+ - AJF@0

%or&ing Sheet

Description : Bearing Devices? ElastoHeric? 120 !on $axC 'oadC

,alculations

Bri+ge No. of ir+ers Nos. 'ach 0otal Bearing/a+s

23#4 5$ $ 1

!!&' 1FF

L M RDOOF CO. ./345 67835 :;8

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=D +> &D



BOQ Item No.: A0=1F02 -e) BOQ:

Description : Expansion Koints? A0HH to 100HHC Month :

Description nit "uantit#

6.M !1!

-efer to Attache+ alculations

0otal Quantity of '(pansion 7oints 23#4 ***** 1$#.!5 6.M

0otal Quantity of '(pansion 7oints 138,5 ***** 1#2.4,$ 6.M

TOTAL Q=ATIT> 3/3 L.&

!otal "uantit# or ev B" 'C$ =1=

&'$&D* +!&',S'!

L M RDOOF CO. ./345 67835 :;8

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B+D>E &! S!&!+ - AJF@0

Working Sheet

Description : Expansion Koints? A0HH to 100HHC

,alculations

Bri+ge 6ocation Nos. 6ength 'ach Quantity

23#4 A9utments 1 1,.8$, 4.## 1,.4, 1,.4,

iers 5 1,.8$, 4.## 1,.4, 11$.!$$

!otal AJF@0 12@C=G@

138,5 A9utments $ 18.,2 1.$ 1#.2 !,.8

iers 2 18.,2 1.22 1#.1 84.2

aria9le $ !4.!#1 1.22 $#.#!1 25.,,$

!otal 1J9GL 1@AC0G2

!!&' "&!+!M =1=CF=

&' $&D* ,C ./345 67835 :;8<

6ess $ ( arapit;i+th

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=D +> &D

Quantity Agreement SheetBill No. 0A (,oncrete Steel Structures)C

BOQ Item No.: A1001 -e) BOQ:

Description : Bridge IarapetsC Month :

Description nit

6.M


B+D>E &! S!&!+ - AJF@0

!otal "uantit# o Bridge Iarapet ----- =FFC00 'C$

!otal "uantit# or ev B" 'C$

L M RDOOF CO. ./345 67835 :;8

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&'$&D* +!&',S'!

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"uantit#

!

=FF

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25/57

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=D +> &D



BOQ Item No.: A1201

Description : Water Iroo $eHrane Month :

Description nit

M<


0otal Quantity **** 23#4 $"2,1 M<

0otal Quantity **** 138,5 !"1$, M<

> - !otal "uantit# ---- A?G@L $N

!otal "uantit# $N

L M RDOOF CO. ./345 67835 :;8

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&'$&D* +!&',S'

8/18/2019 3RR Bridge-5+480

30/57

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B+D>E &! S!&!+ - AJF@0

Working Sheet

Description : Water Iroo $eHrane

,alculations

Bridge oC o Span 'ength o Span Width "uantit#

23#4 # $4 1,.4# $2,5.,#

De+. '(p. 7oint # 1,.4# 4.42 *,.18$

Bridge oCF "uantit# 2AG1C2G0@

!!&' "&!+!M 2?AG1

L M RDOOF CO.

./345 67835 :;8<

M

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B+D>E &! S!&!+ - 1J9GL

Working Sheet

Description : Water Iroo $eHrane

,alculations

Bridge oC o Span 'ength o Span Width "uantit#

138,5 1 1$.2 1#.14 $$2!.2

1 $4.48# 1#.,4 !5!.#$$#

1 $5.411 1#.,4 24$.4,

Deduction ExpC Koint $ 1#.,4 4.4$2 *4.8!

$ !4.!#1 4.42 *!.4!#

Bridge oCF "uantit# =12ACL09=

!!&' "&!+!M =?12G

L M RDOOF CO.

./345 67835 :;8<

Avg. e*gth = (8.513+31.683)/2 =

Avg. e*gth = (15.426+38.596)/2 =

M

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3RD RING RO D


Bill No. 0A (BituHinous ,oating under >round ,oncrete Section)C


Description : BituHinius ,oating Month :

Description nit

-efer to Attache+ alculations.

1 Bri+ge * 138,5 !"11,.!$4

$ Bri+ge * 23#4 1"8!#.4#

0otal Quantity A?0AFCF0

!otal "uantit# or ev B" $N

L M RDOOF CO. ./345 67835 :;8<

$N

M$

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&'$&D* +!&',S

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RO D

01,!? 2011

"uantit#

2"42

2"42

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!

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Page 42

3RD RING RO D

%or&ing Sheet

Description : BituHinous ,oatingBridge 1J9GL

SrC oC Descriptions o 'ength Breath Oight

1 &utHents *ootings (2 osC)

$$.!# 1.

Short Si+e #.2 1.

0op $ $$.!# #.2

Deduction Wall $ $#.,2 1.#

$ Wall

=ront $ $#.,2 !

$ 1,.8 #.521

.8$2 #.521

upto approach sla9 .# $.5!

$ 1#.41$ $.8!

4.$4,!

=ace of Si+e %all 1.$$ 11.#44

Deduction

-etaining ;all 6eft 1 1!.,$4 4.#2

-etaining ;all -ight 1 14.,$$4 4.#2

!!&'

L M RDOOF CO.

./345 67835 :;8<

6ong Si+e

Bac& Si+eAg.egt- "16.05+17.75$'216.90

Si+e %all >upto a9ut. ?ea+@Ag. egt-"4.5+5.35$'2 4.925

A9ut.?ea+ Bac& Si+eAg.egt-"18.274+17.75$'218.012

0riangle ortionA "1'2 b -$ : 1'2 0.55 0.75 0.2063

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Page 43

RING RO D

1$2.!!

5.,

!#4.,

*14!.1

151.8

$82.5#!#

15$.!85

2$.,,2,

142.,81,

4.#$2

25.558

*11.!

*8.4$8

12@GC@2

"uantit# ($2)

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Page 44

3RD RING RO D

%or&ing Sheet

Description : BituHinous ,oatingBridge 1J9GL


1 Iiers (A osC)

14 $4 1.,

Short Si+e 14 , 1.,

0op 2 $4 ,

Deduction $4 $.8 1.2

$ Iadestals (20 osC)

6ong Si+e 4 $.8 $

Short Si+e 4 1.2 $

0op $4 $.2 1.2

4 1.1!1

! ,oluHns

4 !.554 !.

!!&'

L M RDOOF CO. ./345 67835 :;8<

>Main@6ong Si+e

DeductionArea "P; 1.22$ ' 4 1.131

Cir*u&ar Portio "P; 1.2 3.77

Ag. -eig-t o< Co&um%3.44

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Page 45

RING RO D

!$4.44

8,

,44

*#5

$!$

1$4

52

*2.$!8

21#.54

1@29CA0

"uantit# ($2)

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Page 46

3RD RING RO D

%or&ing Sheet

Description : BituHinous ,oatingBridge AJF@0


1 &utHents *ootings (2 osC)

15.$ 1.!

Short Si+e ,.# 1.!

0op $ 15.$ ,.#

Deduction ,oluHns # 1.# 4.#

Su-!otal

$ Iier *ootings (L osC)

1 12 1.2

Short Si+e 1 , 1.2

0op 5 12 ,

$1 1.1!1

e+estal Si+es # 1.# 1.2Su-!otal

! &utHent ,oluHns

=ront # 4.# .218

# 4.# .24$

1, 1.,2 .218

Su-!otal

Iier ,oluHns

ier > 1 to 5 @$1 !.554 1.8,

Su-!otal

!!&'

L M RDOOF CO.

./345 67835 :;8<

Deduction ,oluHns

Area = (i , 1.22)/4 = 1.131

ac e

Si+e %allAg. egt-"1.8+1.13$'2 1.465

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Quantity Agreement SheetBill No. 0A (,oncrete Steel Structures)C


Description : einorcing Steel? >rade-G0 Month :

Description nit

0on

SrC P Bridges "uantit#

1 No. $"82,.8!

$ No.2 $"$1,.21

! Bo( ul)ert ,!.44

!!&' S!EE' "&!+!M A?2=GCFF 0on

!otal "uantit# or ev B" !on

&'$&D* +!&',S

L M RDOOF CO. ./345 67835 :;8<

B-ID'S ON S?A7%A / A66A -OAD AND AB A6?I6O% / A67ADIDA? -OAD

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"uantit#

2"$!,

A?2=G

!

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Working Sheet

Description : Steel >rade-G0

,alculations

Bridge oC F

1 ier olumns >1 C !2@ 158"82#.$5

$ A9utment olumns 12"444.44 0entati)e

! ier ap >1 C !2@ $81"4!.5

A9utment ap $4"444.44 0entati)e

2 %ing %alls 14"444.44 0entati)e

, ir+ers 1"8,1"428.,#

5 Approach Sla9 #"444.44 0entati)e

# Dec& Sla9 Span >1 C 1#@ i/c >Diaphram@ $!2"!#.!2

8 Dec& Sla9 Span >18 C !,@ i/c >Diaphram@ $!,"!$.58 0entati)e

!otal Bridge- F Steel 2?9AG?9=2C@= Qgs

Bridge oC A

1 ier olumns >1 C $,@ 1$$"41.11

$ A9utment olumns 12"444.44 0entati)e

! ier ap >1 C $,@ $1,"4$1.44

A9utment ap $4"444.44 0entati)e

2 %ing %alls 14"444.44 0entati)e

, ir+ers 1"54"58.5,

5 Approach Sla9 #"444.44 0entati)e

8 Dec& Sla9 Span >1 C $5 @ i/c >Diaphram@ !2",8.18 0entati)e

!otal Bridge- A Steel 2?21G?A0GC0G Qgs

>C!otal Bridge F AC 5,173.44 !ons

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BRIDGE!$ 0IER 7OL=&S STEEL

No. ,eig-t No. ,eig-t

Pier(1 2894.42 Pier(19 5174.96

Pier(2 3120.98 Pier(20 5205.25

Pier(3 3445.06 Pier(21 5205.25Pier(4 5008.29 Pier(22 5215.35

Pier(5 5311.35 Pier(23 5195.16

Pier(6 5604.3 Pier(24 5215.35

Pier(7 5791.16 Pier(25 5215.35

Pier(8 5871.93 Pier(26 5255.73

Pier(9 5488.11 Pier(27 5321.44

Pier(10 5205.25 Pier(28 5371.92

Pier(11 5068.87 Pier(29 5412.31

Pier(12 5134.58 Pier(30 5478.02

Pier(13 5154.77 Pier(31 5518.4Pier(14 5164.87 Pier(32 5558.78

Pier(15 5185.06 Pier(33 5589.07

Pier(16 5174.96 Pier(34 5634.59

Pier(17 5144.68 Pier(35 5478.02

Pier(18 5144.68

Tota 885/3.32 Tota 5/%$$.5"

G.Tota 0ier 7ou'ns Stee /5?5"8.2 @(s.

Bri*(e!$ ,eig-t /ota& irder/ota& ,eig-t;er oe irder %tee& 6813.09 216 1471627.44

=uter oe irder tee& 6797.67 72 489432.24

Tota ,ei()t o9 Gir*er Inner+Outer /?56/?%"5.68 @(s.

Bri*(e!$ ,eig-t /ota& a /ota& ,eig-te* &ab Pier "1#5$ 13259.46 5 66297.3

e* &ab Pier "5#18$ 13010.85 13 169141.05

ota ,ei()t o9 Span / /8 23"?$38.3"

e* &ab Pier "18#36$ 13135.16 18 236>432.79 Not !ia&

Tota ,ei()t o9 Dec: Sa Span / to $/?8/./$ @(s.

Bri*(e!$ ,eig-t /ota& Ca /ota& ,eig-tPier Ca Pier "1#18$ 8322.18 18 149>799.24

Pier Ca Pier "19#35$ 8308.50 17 141>244.50

Tota ,ei()t o9 0ier 7ap / to 3"4 25/?%$3.$ @(s.

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Quantity Agreement SheetBill No. 0G(+ncidental ,onstruction)

BOQ Item No.: G0G01 -e) BOQ:

Description : 'oose Stone iprap Month :

Description nit

osC

Bridge oCF

Nos. 6ength of Span %i+th ?eight Quantity

!, $4 11.,8# 1 @F22C@F@0

Bridge oCA

Nos. 6ength of Span %i+th ?eight Quantity

$5 $4 11.,8# 1 G=1LC1=G0

!otal "uantit# 1FL=9C9@

osC

!otal "uantit# or ev B"

&'$&D* +!&',S

L M RDOOF CO. ./345 67835 :;8<

B+D>ES SO&KW& R &''& &D&D &B &'O+'W R &'K&D+D&O &D

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"uantit#

1"54

1F?LF0

Date post:	07-Jul-2018
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3RR Bridge-5+480

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