super+passes++in+masonry+section

7/28/2019 Super+Passes++in+Masonry+Section

1/20

NAME OF WORK:- CONSTRUCTION OF SUPER PASSES AT R.D.1000m of silor disty. Of GIP

(Masonry linned canal)

A DRAIN DATA :-

Discharge 0.944 cumec = sqkm= 0.15 Sq mile

Bed width 1.00 m Nalla Bed (N.S.L.) m

F.S.D. 0.80 m H.F.L. in Nalla m

Free Board 0.30 m F.S.D ( Nalla) m

Bed slope 1 in 5000 m

C.B.L. mF.S.L. m 0.30

T.B.L. m 0.80

M.W.D. m

1 Canal section :- 1.00 x 1.10 m

Adopt section for superpasses = 1.00 x 1.10 m

2 Hydraulic Design for nalla section :-

Flood discharge as per dicken's formula.

Q = C x A3/2

Q = 1800 x( 0.15 )3/4

Q = 426.2 cusec

Q = 12.06 Cumec

Area required for passing required dicharge of nalla

2.00 meter/ sec

262.760

261.760

GOVERMENT OF RAJASTHAN

WATER RESOURCES DEPARTMENT GARARDA IRRIGATION PROJECT

CANAL DATA :-

Catchments area of Nalla. 0.38

1.00

0.50

Assume Valocity of nalla limited to

1.101.00

Free Board (nalla)

260.875261.675

261.975


2/20

y

:1

* * 2

* * 1

* *

* * *

* * *

* * ** * *

* *

* *

* *

* * A A

* *

* *

* *

* *

* *

*

*

* *

* *

* *

* *

* *:1

** * *

* * *

* *

* *

CONSTRUCTIONOF

SUPERPA

0.50

1.50

1.30

0.60

6.703.00

6.70

14.39

CBL

0.30

0.33

2

260.875

NallaB.L.

1.60

1.50

0.60

0.50

0.50

2.50

3.006.00

6.10

262.760

3 00

1.45

1

2.80

0.50

1.00

NAMEOFWORK:-

3.00

1.000.25

6.00

13.09

263.2

60

259.6

75

1.50

1.10

260.575

NallaTBL

7.09

2.50

261.760

NallaHFL

262.7

60

1

NallaHFL

U/SFSL

1.5

0

R.L.

R.L.

U/STBL

260.8

75

259.9

75

261.6

75

261.9

75

U/SCBL


3/20

Top bars Top &bttom Distribution bars

c/c 10mm F

M

Main reinforcement Bottom Plain barsc/c c/c

Detail of Reinforcement in Super passes (for slab)

m

0.3

10 mm F 250

300c/c

0.24

1688150 150

415 1960160

0.3 2.00

mm 8512

10 300mm F


4/20

NAME OF WORK:- 0

n Perticulars Qty unit

1

Hard soil mixed with kankar /boulder morrum

Abutment block 1 x 14.39 x 3.90 x 2.10 = 117.90

Wing Wall 4 x 4.70 x 1.80 x 2.10 = 71.10

Return wall 4 x 3.00 x 1.80 x 2.10 = 45.40

Total = 234.40 cum

25 cum

for 1 Nos = 59.00 cum

2

B. E/w in D/R rock 25 cum


C.H/R not required blasting 25 cumfor 1 Nos = 59.00 cum

D. E/w in phylites &other rock requaring nominal blasting 25 cum


3

GOVERNMENT OF RAJASTHAN

WATER RESOURCES DEPARTMENT

GARARDA IRRGATION PROJECT

DETAILED ESTIMATE

0

Detail

% of above =

Earth work in excavation including loading

disposal and dressing of excavate rock

with in initial leads of 50m and lift 1.5 m in

dry and moist including dressing of

excavated area, dewatering wherever

required and all applicable taxes and levies

etc. complete in all respect

Cement concrete (1:3:6) M 10 well mixed

% of above =

59.00

59.00

59.00

Earth work in excavation including loading

disposal and dressing of excavate earth

with in initial leads of 50m and lift 1.5 m in

dry and moist including dressing of

excavated area, dewatering wherever

required and all applicable taxes and leviesetc. complete in all respect

% of above =

% of above =

59.00


5/20

2

Return wall 4 x 3.00 x 2.25 x 1.50 x 0.90 = 14.18 cum

2

total 68.23 cum


5

Abutment 2 x 8.09 + 7.44 x 1.30 + 0.6 x 0.90 = 13.28cu

m

2 2

Wing Wall 4 x 4.70 + 3.20 x 1.50 + 0.50 x 2.90 = 45.82 cum

2 2

Return wall 4 3.00 + 2.25 x 1.50 + 0.50 x 2.90 = 30.45 cum

2 2

total 89.55 cum


6

for slabe 1 x 8.09 x 1.60 12.94 sqm


7

side of slabe 2 x 8.09 x 0.35 = 5.70 sqm

side of slabe 2 x 1 60 x 0 35 = 1 10 sqm

R.R stone masonry (using R.R.stone

where 75% stones to be not less than 15 in

size in any directon and weighing not less

than 23kg.)in superstrucuture including

curing all leads of construction materials &

all taxes and with initial lift \delift of 5m

from ground level etc complete in cement

sand mortar 1:5

Side shuttring including proping

etc.complete (to achive finish 2)for block

joints of foundation stillins basins, buckets

aprons etc. (non suspeted horizentally laidmass concrete)

Centring shuttring for slabs, beams, lintels,

coloumns troughs, with or without caps and

base including proping and removing.


6/20

10

for parapet wall 2 x 21.0 x 1.00 + 0.50 x 1.50 = 47.10 cum

2for 1 Nos = 47.10 cum

11

Length of slabe = 9.6 m

width of slabe = 1.60 m

Depth of slabe = 0.3 m

(As per IRC SP 20) for clear span 2.00m

main crank bars bottom (cross) # x 9.60 / 0.085 = 114 = 289 x 0.888 257

bottom plain bars (cross) # x 1.60 / 0.25 = 6 = 58 x 0.785 45

top bars (cross) # x 9.60 / 0.30 = 32 = 74 x 0.785 58

top bars (long) # x 1.60 / 0.30 = 5 = 48 x 0.785 38

Botttom bars (long) # x 1.60 / 0.30 = 5 = 48 x 0.785 38

435

5% for cutting wastage 22

Total weight (kg.)= 457

Total weight (T) = 0.46

for 1 Nos = 0.50 ton12

Tot

al

wei

Couresd stone / kharanja masonry (using

hammer dressed stone to be not less than

20 cm in any direction and at least 50 %

stone to be more than 23 cm in depth ) for

superstructure (upto 0.5m thickness)

including curing etc.including all leads of all

construction matarials complete.in cement

sand mortar1:5

galleries, arch covers, bed plates, sluice

capstan bases etc.

lengthweight/

m= x

2.54

9.60

Nos.

Total weight (kg) =

9.60

Cement concrete (1:2:4) M-15 well mixed

and laid in - position complete including all

leads of all construction materials

including curing and finishing having well

9.60

2.30

number required

length

of cc

c/c

space=

Supply of M S .reinforcement including

labour charges for bending binding and

placing in position all reinfocement as per

drawing including cost of binding wire and

all leads and lifts using.tor or ribed barsTota

l

leng

i


7/20

for parapet wall 4 x 21.00 x 1.50 = 126.00 sqm

for parapet end wall 4 x 1 x 1.50 = 3.98 sqm

Total 129.98 sqm


15

50 % of item no 1 118.00 cum

(Rate as per irrigation BSR2006Ch 5/8c)

Rehandling of excaveted matrial inlcuding

loading unloading and dressing within inial

lead of 50 m and lift 1.5 m with cost of

dewatering wherever required and all

applicable taxes and lavies etc. complete

in all respect mixed strata muck.

cement sand mortar 1:3


8/20


9/20


10/20

NAME OF WORK:- 0 0

(BSR 2008)

Sno Perticulars Qty Rate Unit Amount

1

Hard soil mixed with kankar /boulder morrum 59.00 47.00 p /cum 2773.00(Rate as per irrigation BSR2008 Ch 5/1c) cum

2

(Rate as per irrigation BSR2008 Ch 5/2 )

B. E/w in D/R rock 59.00 78.00 p /cum 4602.00cum

C.H/R not required blasting 59.00 121.00 p /cum 7139.00

cum

D. E/w in phylites &other rock requaring nominal blasting 59.00 166.00 p /cum 9794.00

cum

3

(a) Maximum size up to 20mm 34.00 2105.00 p /cum 71570.00

(Rate as per irrigation BSR2008 Ch 7/6d) cum

4

Cement concrete (1:3:6) M-10 well mixed and laid in -

position complete including all leads of all construction

materials including curing and finishing having well

graded broken stone aggregate of

R R stone masonry (using R R stone where 75% stones

GOVERNMENT OF RAJASTHAN

WATER RESOURCES DEPARTMENT

GARARDA IRRGATION PROJECT

Earth work in excavation including loading disposal and

dressing of excavate rock with in initial leads of 50m

and lift 1.5 m in dry and moist including dressing of

excavated area, dewatering wherever required and all

applicable taxes and levies etc. complete in all respect


dressing of excavate earth with in initial leads of 50m





11/20

7

13.80 90.00 P sqm 1242.00

sqm

(Rate as per irrigation BSR2008 Ch 10/1b)

8


(Rate as per irrigation BSR2008 Ch 7/4d) cum

9

7.00 111.00 p /cum 777.00

(Rate as per irrigation BSR2008 Ch 10/11b)

cum

10

47.10 2003.00 p /cum 94342.00

cum

11

(As per IRC SP 20) for clear span 2.00m 500.00 55.00 P /Kg 27500.00

kg

Side shuttring including proping etc.complete (to achive

finish F2 Top or intermidiate bed platein between

masonry of piers,abutments sluice well etc.

Cement concrete (1:1.5:3) M-10 well mixed and laid in -

position complete including all leads of all construction



Extra labour charges for obstructration in laying andplacing the reinforced cement concrete due to

reinforcement.

(b) Colomns, Slabs, Cantilevers projections staircase,

lintels , beams, chajjas, Retaining walls, piers,

abutments, galleries, arch covers, bed plates, sluice

capstan bases etc.

Couresd stone / kharanja masonry (using hammer

dressed stone to be not less than 20 cm in any directionand at least 50 % stone to be more than 23 cm in depth

) for superstructure (upto 0.5m thickness) including

curing etc.including all leads of all construction matarials

complete.in cement sand mortar1:5

Supply of M S .reinforcement including labour charges

for bending binding and placing in position all

reinfocement as per drawing including cost of bindingwire and all leads and lifts using.tor or ribed bars


12/20

118.00 29.00 p /cum 3422.00

(Rate as per irrigation BSR2006Ch 5/8c)

Total 576775.00

3 % contengency 17303.25

594078.25

Say Rs. 5.95 lacs

applicable taxes and lavies etc. complete in all respect

mixed strata muck.

G total


13/20

0 0

1 NIT No. 7/2008-09 S.No.32

2 NIT Amount Rs. 0 lacs

3 Earnest money 1.Regd. Contractor @1/2%Rs. 0.00

2.Other Contractor @ 2%Rs. 0.00

4 Tender cost Rs. 200

5 Date of Selling Tender 15.09.08 to 22.09.08

6 Date of Receiving Tender 24.09.08 upto 3.00 PM

7 Date of Opening Tender 24.09.08 At 4.00 PM

8 Time of completion 4 Month9 B.S.R. Irrigation BSR 2008

Sno. Item Qty Rate Unit Amount

1

59.00 47.00 p /cum 2773.00

Hard soil mixed with kankar /boulder morrum cum

2

B. E/w in D/R rock 59.00 78.00 p /cum 4602.00

cum

C.H/R not required blasting 59.00 121.00 p /cum 7139.00

cum

D E/w in phylites &other rock requaring nominal blasting 59 00 166 00 p /cum 9794 00

SCHEDULE "G"


dressing of excavate earth with in initial leads of 50m





dressing of excavate rock with in initial leads of 50m





14/20

89.60 1660.00 p /cum 148736.00

cum

6

13.00 131.00 P sqm 1703.00

sqm

7

13.80 90.00 P sqm 1242.00

sqm

8


cum

9

7.00 111.00 p /cum 777.00

cum

10

47.10 2003.00 p /cum 94342.00

cum

11 Supply of M S reinforcement including labour charges

Centring shuttring for slabs, beams, lintels, coloumns

troughs, with or without caps and base including

proping and removing.

Side shuttring including proping etc.complete (to achive

finish F2 Top or intermidiate bed platein between

masonry of piers,abutments sluice well etc.

Cement concrete (1:1.5:3) M-10 well mixed and laid in -position complete including all leads of all construction



Extra labour charges for obstructration in laying and

placing the reinforced cement concrete due to

reinforcement.

(b) Colomns, Slabs, Cantilevers projections staircase,lintels , beams, chajjas, Retaining walls, piers,

abutments, galleries, arch covers, bed plates, sluice

capstan bases etc.

Couresd stone / kharanja masonry (using hammer

dressed stone to be not less than 20 cm in any direction

and at least 50 % stone to be more than 23 cm in depth

) for superstructure (upto 0.5m thickness) including

curing etc.including all leads of all construction

matarials complete.in cement sand mortar1:5

taxes and with initial lift \delift of 5m from ground level

etc complete in cement sand mortar 1:5


15/20

sqm

15

118.00 29.00 p /cum 3422.00

Total 576775.00

Rehandling of excaveted matrial inlcuding loading

unloading and dressing within inial lead of 50 m and lift

1.5 m with cost of dewatering wherever required and all

applicable taxes and lavies etc. complete in all respect

mixed strata muck.


16/20

62 nos main bars Distribution bars 86 nos main bars Distribution bars

12mm F 120 c/c 8mm F 160 c/c 12mm F 85 c/c 10mm F 250 c/c

Wearing coat 75mm thicko o o o o o o o o o o o o

o o o o o o o o o o o o o o o o o o o o o o

Cross section of culvert

60 nos main bars Distribution bars 1.50 m span 2.00 m span

16mm F 125 c/c 10mm F 175 c/c

71 nos main bars Distribution bars

16mm F 105 c/c 12mm F 200 c/co o o o o o o o

o o o o o o o o o o o o o o o o

o o o o o o o o o o

o o o o o o o o o o o o o o o o o o

3.00 m span

4.00 m span

53 nos main bars Distribution bars 65 nos main bars Distribution bars

20mm F 140 c/c 12mm F 175 c/c 20mm F 115 c/c 12mm F 150 c/c

o o o o o o o o o o o o o o o o o o o o o o

o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o

5.00 m span 6.00 m spanNOTES:-

1 Concrete:- M-25 2 Steel:- HSDY as per IS-1786 3 Cover:- 20mmat bottom & 40mm at side

4 In 1.5M, 2.0M &3.0M span only one Bar is to be crankedin each side in four bars in all other span crank alternative bars.

5 All bars cranked one end onl these are placed ith crank on left side and right side alternati el

450

7500 450

6600

416

300 3001500

150 1256

150

150

300

375

150

2000 300160 1960

210 240

1688

130 1575

300

150

150 2508

150

506220 2810

300

3330150

370300 3000 300

150 4040

150

150

4000 300

590290 3650

430 480

4840

890

400 400400 5000

790320 4570

150

6000 400400 5360


17/20

93 nos main bars Distribution bars

20mm F 90 c/c 12mm F 125 c/c

o o o o o o o o o o o o

o o o o o o o o o o o o o o o o o o o o o o o o

8.00 m span

62 nos main bars Distribution bars25mm F 120 c/c 12mm F 110 c/c

o o o o o o o o o o o o o o o o o o o o o o o o o o

o o o o o o o o o o o o o o o o o o o o o o o o o o

10.00 m span

600

400 8000 400

150 6680

150

400 10000 400

1120520 7280

150 8400

1260670 8990

150

750


18/20

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

1.5 0.21 0.3 12 120 375 130 1575 8 160 10 300 10 300 1256

2 0.24 0.3 12 85 415 160 1960 10 250 10 300 10 300 1688

3 0.3 0.3 16 125 506 220 2810 10 175 10 300 10 300 2508

4 0.37 0.3 16 105 590 290 3650 12 200 10 300 10 300 3330

5 0.43 0.4 20 140 790 320 4570 12 175 10 300 10 300 4040

6 0.48 0.4 20 115 890 400 5360 12 150 10 300 10 300 4840

8 0.6 0.4 20 90 1120 520 7280 12 125 10 300 10 300 6680

10 0.75 0.4 25 120 12 670 7280 12 125 10 300 10 300 8400

bottom

(mm)

Dia

meter of

bars

(mm)

top steel where main not available

center

Length

Top reinfrocement

x - side

Dia meter

of bars

(mm)

Center

to center

distance

(mm)

Bed blok

length(m)

Main Reinforcement

LengthDia

meter of

bars

(mm)

Center to

center

distance

(mm)

y - side

top

porsion

(mm)

crank

(mm)

Dia meter

of bars

(mm)

Center to

center

distance

(mm)

Center

to

center

distance

Span

(M)

Bottonm reinforcement

y - sidex - side

thickness

of slab

(m)


19/20


20/20

super+passes++in+masonry+section

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