ABSTRACT OF COST

NAME OF WORK:- Relining of KSL from RD 343 to 353

S No Particular Qty Unit Rate Amount

Clearing jungle including uprooting of rank vegetation ,

bushes,shurbs , brush wood , trees and sapling of girth upto
30 cm measured at a height of 1m above ground level and
1 23845.00 sqm 7.39 176214.55
removal of rubbish upto a distance of 50 m outside the
periphery of the area cleared( IGNP BSR 2021 Chapter No.
VI , item no.1)

Felling trees of the girth ( measured at a height of 1 m above

ground level ) including cutting of trunks and branches
removing the roots and stacking of servicable material and
2 disposal of unserviceable material Lead upto 1000 m ( IGNP
BSR 2021 Chapter-VI Item 3)

Girth above 300 mm to 600 mm 7.00 Each 220.00 1540.00

3 Girth above 600 mm to 1200 mm 5.00 Each 990.00 4950.00
4 Girth above 1200 mm to 2400 mm 6.00 Each 4620.00 27720.00

Carriage of materials Excluding loading ,unloading and stacking per

5 7.09 236.50 1676.79
of timber, upto 30 km lead ( NON BSR ITEM ) cum

Loading in truck or MG/BG wagon within 50 Meter lead. Stone,

6 sand, ballast, bajri, earth, grit , lime, timber murrum & Kankar 7.09 per cum 100.00 709.00
( IGNP BSR 2021 Chapter-III Item 1.1)

Provision of forest department penalty for forest cutting (lump

sump provision for estimation purpose as per various
7 1669.15 Per sqm 34.80 58086.42
orders of DCF IGNP Stage-II Bikaner (( IGNP BSR 2021, ch-
VI, Item no. 4)

Earth work excavation in Ordinary soil, undressed with

combined lead up to 200 mtrs(( IGNP BSR 2021, ch-VII,
8 Item no. 2)

total qty upto lead 200 m 6333.41 per cum 84.00 532006.44
Extra for Aditional lead B/w 200-250 ( IGNP BSR 2021, ch-VII,
9 Item no. 38.1) 101.46 per cum 104.00 10551.84

Extra for Aditional lead B/w 250-300 ( IGNP BSR 2021, ch-VII,
10 Item no. 38.2) 57.61 per cum 124.00 7143.64

Extra for Aditional lead B/w 300-350 ( IGNP BSR 2021, ch-VII,
11 Item no. 38.3) 68.27 per cum 144.00 9830.88

Compaction of earthwork Extra for laying earth in 15 to 20

12 cm layers, watering, dressing but excluding cost of Rolling. 5277.83 per cum 6.00 31666.98
( IGNP BSR 2021 Chapter No. VII Item No. 9.1 )

silt clearance/ removal of blown sand undressed with

13 combined lead up to 50 m from lined canal section. For FSD 1232.81 per cum 88 108487.28
more than 2 m. ( IGNP BSR 2021 Chapter-VII Item 3.3)
 Dismantling / Demolishing Dowel
masonry work (Brick/ Tile/ stone) including disposal of
14 unusable material within 50 773.58 per cum 302.00 233621.16
m lead.( 94% dowel is usable).( IGNP BSR 2021, ch-XV, Item
no. 19)

Breaking brick ballast of 40 mm. nominal size. ( WR BSR

15 344.09 per cum 323.00 111141.07
north item no 7.22).
Earth work excavation in ordinary soil, kassi work
16 undressed(IGNP BSR 2021 ,ch no vii, item no. 1) 411.48 per cum 66.00 27157.68

Providing and laying cement concreting including

curing, compaction etc.complete using brick tile/brick
17 ballast 40 mm nominal size in foundation and plinth, 366.05 per cum 2988.00 1093757.40
excluding cost of shuttering using. 1 cement : 4 sand: 8
brick tile/brick ballast mix. ( NON BSR Item)

Rubbing and clearing the surface of existing Brick/tile lining

to be used as subgrade both in bed and side slopes by means
of wire brushes, water / air applied under pressure through
18 nozzle to get rid of dirt, sand etc. deposited on it, complete in 38557.20 per sqm 6.80 262188.96
all respect, as per specifications and the instructions of the
engineer incharge for preparation of surface.
(WR BSR north , Chapter: 7, Item No. 7.32]

Providing & Laying 7.50 Cms. thick cement

concrete lining, cast in situ M15 grade (minimum
cement content 322 Kg/cum of concrete) (1 cement :
2 Bajri (Coarse Sand) : 4 grit (Graded coarse
aggregate 20 mm nominal size)) including use of
mechanical mixer, formwork & Vibrator, applying
19 primer confirming to IS : 3384 on panel side, 42162.68 per sqm 535.00 22557033.80
finishing, etc. as per specifications complete in all
respect including cost of primer.
7.31.2 In Side Slopes, Including pumping,
scaffolding, curing, comoposite weigh batching,
transit mixer, admixure and paver.)( WR NORTH BSR 2021,
ch-IX, Item no. 17.31.2)

Providing and laying cement concreting including curing,

compaction etc. complete using stone aggregate 20 mm
nominal size in foundation and plinth, excluding cost of
20 830.90 per cum 4904.00 4074733.60
shuttering using M-10 grade mix 1:3:6 (1cement : coarse sand
: 6 graded stone aggregate). .(IGNP BSR 2021, ch-IX Item no.
3.4)

Centering & shuttering with plywood or steel sheets including

strutting, propping, bracing both ways and removal of form
21 work for foundation in basement rafts beam, bases of 6493.00 per sqm 95.00 616835.00
columns etc up to plinth level including material.(IGNP BSR
2021, ch-IX Item no. 8).
 Providing, lowering, laying and jointing in trenches, standard
lengths ISI marked AC pressure pipe class 15 manufactured by
MAZZA process as per IS-1592-2003 or amended up to date with
AC coupling and EPDM Rubber sealing rings of Type 3 as per 15:
5382/1985 (Reaffirmed 1998) or amended up to date, including
all taxes transportation and freight charges, inspection charges,
22 loading/unloading charges, stacking of pipes, labour and 90 per mtr 673.00 60570.00
material, satisfactory hydraulic testing etc. complete as per
technical specifications and direction of Engineer-in-charge.
(excluding earth work and specials) Note: These pipes shall only
be used for raw water conveyance main from Canal outlet to
raw water reservoirs and interconnection works 150mm dia Cl-
15 ( PHED BSR 2022 ITEM NO- 1.19.1).

Supplying & fixing of Sign Board size 120x75 cm made out of

1.25 mm thick M.S. sheet duly framed with 33.3 mm ODMS
black tube medium class as per IS- 1239 (Part-I) 1979 with
inner support of M.S. flat 12x3 mm whole structure is fixed on
two posts of 42 mm ODMS black tube (Medium class ) as per
IS-1239 processed with blue stoving enamel paint and white
23 3.00 Each 4552.00 13656.00
figuring direction arrow in superior quality of synthetic
enamel paint firmly fixed to the groung by means of properly
designed foundation with M15 grade cement concrete
450x450x600 mm , 600mm below ground as per approved
drawing and MoRTH specification Clause 801 (PWD BSR-
2021 for Roads, Chapter 16, Item 16.63)

Distence stone well dressrd of required shape and size 60 cm X23

cm X 7 cm with distence mark engravd and exposed faces well
24 10.00 Each 350 3500.00
painted. RD Stone)
[Ref: WR BSR bkn2021 , Chapter: R-8 Item 1.5]

Labour charge for removing existing vertical lift canal gate and
lowering of new/existing gate having weight 1 to 3 MT including
greasing oiling,cutting of accessories as per direction of engineer
25 2.00 Each 17518 35036.00
in charge as per specification and drawing of the department
excluding the cost of rollers.item no. 3,ch-2(a) page 37, IGNP
MECH BSR 2018-19

Removing of old water seal from canal gate,including cutting of

26 existing nut bolts etc.complete in all respect item no.12,ch-2(a) 9.75 /meter 385 3753.75
page 37, IGNP MECH BSR 2018-19

Fixing charge of new water seal including punching hole and nut
27 bolt complete in all respect item no.11,ch-2(a) page 37, IGNP 9.75 /meter 397 3870.75
MECH BSR 2018-19
Supply of water seal flat type for canal gate having size 100x12
28 mm as per IS 11855 specification item no. 7,ch-2(a) page 37, 1.35 /meter 1250 1687.50
IGNP MECH BSR 2018-19

Supply of water seal musical hollow knot type for canal gate
29 having size 125x12x45 mm as per IS 11855 specification item 8.40 /meter 2122 17824.80
no. 4,ch-2(a) page 37, IGNP MECH BSR 2018-19
 Providing and fixing steel gate grating and grills made of angles,
tees, square bars or other flats black pipe with holdfast and
30 fittings complete as per design and drawing including cutting 283.50 per kg 96 27216.00
welding and fabrication with priming coat of red oxide.chapter
no.B 9 , item no. 9.8 PWD BSR 2019

Supplying,filling,stiching of empty
cement bags with earth available at site. Weight not less than 40
kg including excavation etc. complete plastic bag(+)Labour
charges for making coffer dam/ring bund by loading transporting per
31 400.00 11 4400.00
earth filled cement bags up to 1/2 km dropping at required bag
location in water including all lead and lift complete excluding
cost of empty cemet bags.placing in water.item no. 32ch-VII,,
IGNP BSR 2021

Labour charges for making coffer dam/ring bund by loading

transporting earth filled cement bags up to 1/2 km dropping at
per
32 required location in water including all lead and lift complete 400.00 20 8000.00
bag
excluding cost of empty cemet bags Placing in water
item no. 33 ch-VII, IGNP BSR 2021

Painting of canal gates with 2-pack Zinc chromate /phosphate

primer in two coats. The dry thickness of each coat should be 35
33 micros and total thickness should not be less than 70 microns. 11.11 per sqm 331 3677.41
and painting of 2-pack epoxy paint in three coats of approved
colour as per Engineer in-incharge. confirming to IS 104

Worm reduction unit to lift lower the gates manually unit should
be of adequate capacity to accommodate double start thread of
1'' lead and 60 mm lifting screw.The worn gear (wheel ) should
be of 21 teeth and C.P. to match with 1" pitch worn. The screw
shall move vertically.The worn reduction unit is to be mounted
34 on vertical post.Approximately weight be to lifted throught lead 2.00 each 15000 30000.00
screw is of 5MT. The worn is to be extended on both side having
suitable key way to accomodate starting handle.The worm gear
should be of "GUN METAL" and bearing should be of "SKF" or
equipment make (as per drawing) item no.20,ch-2(a) page 37,
IGNP MECH BSR 2018-19

total 30160244.70
contigency (1%) 301602.45
Grand Total 30461847.15
Say(Rs) 30461847.15
 DETAILED ESTIMATE
NAME OF WORK:-Relining of KSL from RD 343 to 353
S No. Particular No L (Mt) B (Mt) H (Mt) Qty.

Kanwarsain lift canal,

1 Clearing jungle including uprooting of rank
vegetation , bushes,shurbs , brush wood , trees and
sapling of girth upto 30 cm measured at a height of
1m above ground level and removal of rubbish upto a
distance of 50 m outside the periphery of the area
cleared( IGNP BSR 2021 Chapter No. VI , item
no.1)
ksl 343 to 353 (detail attached) 23845.00
2 Felling trees of the girth ( measured at a height of 1 m
above ground level ) including cutting of trunks and
branches removing the roots and stacking of
servicable material and disposal of unserviceable
material Lead upto 1000 m ( IGNP BSR 2021
Chapter-VI Item 3)
ksl 343 to 353
Girth above 300 mm to 600 mm 7 7
3 Girth above 600 mm to 1200 mm 5 5
4 Girth above 1200 mm to 2400 mm 6 6
5 Carriage of materials Excluding loading ,unloading and
stacking of timber, upto 30 km lead ( NON BSR
ITEM )
ksl 343 to 353
Girth above 300 mm to 600 mm 7 3.14/4(0.14x0.14)X3.5 0.38
Girth above 600 mm to 1200 mm 5 3.14/4(0.29x0.29)X3.5 1.16
Girth above 1200 mm to 2400 mm 6 3.14/4(0.58x0.58)X3.5 5.55
total= 7.09
6 Loading in truck or MG/BG wagon within 50 Meter
lead. Stone, sand, ballast, bajri, earth, grit , lime, timber
murrum & Kankar ( IGNP BSR 2021 Chapter-III
Item 1.1)
ksl 343 to 353
Girth above 300 mm to 600 mm 7 3.14/4(0.14x0.14)X3.5 0.38
Girth above 600 mm to 1200 mm 5 3.14/4(0.29x0.29)X3.5 1.16
Girth above 1200 mm to 2400 mm 6 3.14/4(0.58x0.58)X3.5 5.55
total= 7.09
7
Provision of forest department penalty for forest cutting
(lump sump provision for estimation purpose as per
various
orders of DCF IGNP Stage-II Bikaner (( IGNP BSR
2021, ch-VI, Item no. 4)
7% of total jungle cutting area 227 to 236 7% 23845.00 1669.15
8 Earth work excavation in Ordinary soil, undressed
with combined lead up to 200 mtrs(( IGNP BSR
2021, ch-VII, Item no. 2)
(a) Lead up to 200 m
ksl 343 to 353 (detail attached) 7110.94
deduction Dowel base qty -366.05
Deuction kassi work qty -411.48
net qty for 200 m lead 6333.41
9 (B)Extra for Aditional lead B/w 200-250
9
ksl 343 to 353 (detail attached) 101.46
10 (C)Extra for Aditional lead B/w 250-300
ksl 343 to 353 (detail attached) 57.61
11 (D)Extra for Aditional lead B/w 300-350
ksl 343 to 353 (detail attached) 68.27
12
Compaction of earthwork Extra for laying earth in 15
to 20 cm layers, watering, dressing but excluding cost
of Rolling.
( IGNP BSR 2021 Chapter No. VII Item No. 9.1 )

sum of all earth qty 343 TO 353 5277.83

13 silt clearance/ removal of blown sand undressed with
combined lead up to 50 m from lined canal section.
For FSD more than 2 m. ( IGNP BSR 2021 Chapter-
VII Item 3.3)

ksl 343 to 353 (detail attached) 1232.81

14 Dismantling / Demolishing Dowel
masonry work (Brick/ Tile/ stone) including disposal
of unusable material within 50
m lead.( 94% dowel is usable).( IGNP BSR 2021, ch-
XV, Item no. 19)
ksl 343 to 353 0.94 6096 0.3 0.45 773.58
773.58
15 Breaking brick ballast of 40 mm.
detail attached 344.09
nominal size.
16
Earth work excavation in ordinary soil, kassi work
undressed(IGNP BSR 2021 ,ch no vii, item no. 1)

ksl 343 to 353 1 3048 0.3 0.45 411.48

total= 411.48
17
Providing and laying cement concreting
including curing, compaction etc.complete using
brick tile/brick ballast 40 mm nominal size in detail attached 366.05
foundation and plinth, excluding cost of
shuttering using. 1 cement : 4 sand: 8 brick
tile/brick ballast mix. ( NON BSR Item)
18
Rubbing and clearing the surface of existing
Brick/tile lining to be used as subgrade both in bed
and side slopes by means of wire brushes, water / air
applied under pressure through nozzle to get rid of
dirt, sand etc. deposited on it, complete in all respect,
as per specifications and the instructions of the
engineer incharge for preparation of surface.
(WR BSR north , Chapter: 7, Item No. 7.32]

ksl 343 to 353 1 3048 12.65 38557.20

19

Providing & Laying 7.50 Cms. thick cement

concrete lining, cast in situ M15 grade (minimum
cement content 322 Kg/cum of concrete) (1 cement :
2 Bajri (Coarse Sand) : 4 grit (Graded coarse
aggregate 20 mm nominal size)) including use of
mechanical mixer, formwork & Vibrator, applying
primer confirming to IS : 3384 on panel side,
finishing, etc. as per specifications complete in all
respect including cost of primer.
7.31.2 In Side Slopes, Including pumping,
scaffolding, curing, comoposite weigh batching,
transit mixer, admixure and paver.)( WR NORTH
BSR 2021, ch-IX, Item no. 17.31.2)

ksl 343 to 353 1 3048 13.43 40934.64

Add 3% for uprooting of tree and etc 1228.04
total= 42162.68
20
Providing and laying cement concreting including
curing, compaction etc. complete using stone
aggregate 20 mm nominal size in foundation and
plinth, excluding cost of shuttering using M-10 grade
mix 1:3:6 (1cement : coarse sand : 6 graded stone
aggregate). .(IGNP BSR 2021, ch-IX Item no. 3.4)

Dowel both side 2 3048 0.30 0.45 822.96

Inlet pipe chamber bed 100 0.65 0.65 0.1 4.225
Inlet pipe chamber side wall 100 2.2 0.1 0.23 5.06
deduction DRB /VRB -2 5 0.3 0.45 -1.35
total= 830.90
21 Centering & shuttering with plywood or steel sheets
including strutting, propping, bracing both ways and
removal of form work for foundation in basement
rafts beam, bases of columns etc up to plinth level
including material.(IGNP BSR 2021, ch-IX Item no.
8).
Dowel both side 4 3048 0.45 5486.4
dowel Base 2 3048 0.15 914.4
Inlet pipe chamber side wall 200 2.2 0.23 101.2
deduction DRB / VRB -4 5 0.45 -9
total= 6493
 22

Providing, lowering, laying and jointing in trenches,

standard lengths ISI marked AC pressure pipe class 15
manufactured by MAZZA process as per IS-1592-2003 or
amended up to date with AC coupling and EPDM Rubber
sealing rings of Type 3 as per 15: 5382/1985 (Reaffirmed
1998) or amended up to date, including all taxes
transportation and freight charges, inspection charges,
loading/unloading charges, stacking of pipes, labour and 100 0.9 90
material, satisfactory hydraulic testing etc. complete as
per technical specifications and direction of Engineer-in-
charge. (excluding earth work and specials) Note: These
pipes shall only be used for raw water conveyance
main from Canal outlet to raw water reservoirs and
interconnection works 150mm dia Cl-15 ( PHED BSR
2022 ITEM NO- 1.19.1).

23

Supplying & fixing of Sign Board size 120x75 cm

made out of 1.25 mm thick M.S. sheet duly framed
with 33.3 mm ODMS black tube medium class as per
IS- 1239 (Part-I) 1979 with inner support of M.S. flat
12x3 mm whole structure is fixed on two posts of 42
mm ODMS black tube (Medium class ) as per IS-1239
processed with blue stoving enamel paint and white
figuring direction arrow in superior quality of
synthetic enamel paint firmly fixed to the groung by
means of properly designed foundation with M15
grade cement concrete 450x450x600 mm , 600mm
below ground as per approved drawing and MoRTH
specification Clause 801 (PWD BSR-2021 for Roads,
Chapter 16, Item 16.63)

1 at each outlet KSL 1 1

1 at each system AT KSL 2 2
TOTAL 343 to 353= 3
24

Distence stone well dressrd of required shape and size

60 cm X23 cm X 7 cm with distence mark engravd and
exposed faces well painted. RD Stone)
[Ref: WR BSR bkn2021 , Chapter: R-8 Item 1.5] 10
25 Labour charge for removing existing
vertical lift canal gate and lowering of new/existing gate
having weight 1 to 3 MT including greasing oiling,cutting
of accessories as per direction of engineer in charge as DLM,Khari minor
per specification and drawing of the department
excluding the cost of rollers.

2
26 Removing of old water seal from canal gate,including
cutting of existing nut bolts etc.complete in all respect

2 2.1 4.2
Dulmera Minor gate
1 0.7 0.7
2 2.1 4.2
Khari Minor gate
1 0.65 0.65
Total (Rmt) 9.75
27
Fixing charge of new water seal
including punching hole and nut bolt complete in all
respect
Total (Rmt) Qty same as above 9.75
28 Supply of water seal flat type for canal gate having size
100x12 mm as per IS 11855 specification

Dulmera Minor gate 1 0.7 0.7

Khari Minor gate 1 0.65 0.65
Total (Rmt) 1.35
29
Supply of water seal musical hollow knot type for canal
gate having size 125x12x45 mm as per IS 11855
specification
Dulmera Minor gate 2 2.1 4.2
Khari Minor gate 2 2.1 4.2
Total (Rmt) 8.4
30 Providing and fixing steel gate grating and grills made of
angles, tees, square bars or other flats black pipe with
holdfast and fittings complete as per design and drawing
including cutting welding and fabrication with priming
coat of red oxide.

1 2.1 0.7 100kg/sqm 147.00

Dulmera Minor gate
1 2.1 0.65 100kg/sqm 136.50
Khari Minor gate
283.50
31

Supplying,filling,stiching of empty
cement bags with earth available at site. Weight not less
than 40 kg including excavation etc. complete plastic
bag(+)Labour charges for making coffer dam/ring bund
by loading transporting earth filled cement bags up to
1/2 km
dropping at required location in water including all lead
and lift complete excluding cost of empty cemet
bags.placing in water.
200 beg at each HR 2 200 400
32
Labour charges for making coffer dam/ring bund by
loading transporting earth filled cement bags up to 1/2
km dropping at required location in water including all
lead and lift complete excluding cost of empty cemet
bags Placing in water
item no. 33 ch-VII, IGNP BSR 2021

200 beg at each HR 2 200 400

33 Painting of canal gates with 2-pack Zinc
chromate/phosphate primer in two coats.The dry
thickness of each coat should be 35 micros and total
thickness should not be less than 70 microns.and
painting of 2-pack epoxy paint in three coats of
approved colour as per Engineerin-incharge.confirming
to IS 104

Dulmera Minor gate 2 2.1 0.7 2.94

Khari Minor gate 2 2.1 0.65 2.73
Plate form 4 1.7 0.8 5.44

total= 11.11
34 Worm reduction unit to lift lower the gates manually
unit should
be of adequate capacity to accommodate double start
thread of 1'' lead and 60 mm lifting screw.The worn gear
(wheel ) should be of 21 teeth and C.P. to match with 1"
pitch worn. The screw shall move vertically.The worn
reduction unit is to be mounted on vertical
post.Approximately weight be to lifted throught lead
screw is of 5MT. The worn is to be extended on both
side having suitable key way to accomodate starting
handle.The worm gear should be of "GUN METAL" and
bearing should be of "SKF" or equipment make (as per
drawing)

Head regulator 2 2
 Unit

Sqm

nos
nos
nos

cum
cum
cum
cum

cum
cum
cum
cum

sqm

cum

cum
cum

cum

cum

cum

cum

cum
cum
cum

cum
cum

cum

sqm
sqm

cum

sqm
RMT

nos

nos

Rmt
Rmt
Rmt
Rmt
Rmt
 RMT

RMT
RMT
RMT

Rmt
Rmt
RMT

KG

KG
KG

nos

nos
nos
 SILT QUANTITY OF KANWAR SAIN LIFT CANAL RD 343 to 353
Name of work :-Relining of KSL from RD 343 to 353

RD Trap
Length Total Depth Hollow Trap Height Silt
S.No. From To (m) (FSD+FB) Depth(m) Width (m) (m) Thicknes(m)
1 343.00 343.50 150 3.13 2.91 2.63 0.39 0.22
2 343.50 344.00 150 3.13 2.80 2.63 0.39 0.33
3 344.00 344.50 150 3.13 2.87 2.63 0.39 0.26
4 344.50 345.00 150 3.13 2.85 2.63 0.39 0.28
5 345.00 345.50 150 3.13 2.85 2.63 0.39 0.28
6 345.50 346.00 150 3.13 2.83 2.63 0.39 0.3
7 346.00 346.50 150 3.13 2.88 2.63 0.39 0.25
8 346.50 347.00 150 3.13 2.85 2.63 0.39 0.28
9 347.00 347.50 150 3.13 2.81 2.63 0.39 0.32
10 347.50 348.00 150 3.13 2.83 2.63 0.39 0.3
11 348.00 348.50 150 3.13 2.82 2.63 0.39 0.31
12 348.50 349.00 150 3.13 2.85 2.63 0.39 0.28
13 349.00 349.50 150 3.13 2.86 2.62 0.39 0.27
14 349.50 350.00 150 3.13 2.92 2.62 0.39 0.21
15 350.00 350.50 150 3.13 2.99 2.62 0.39 0.14
16 350.50 351.00 150 3.13 2.95 2.62 0.39 0.18
17 351.00 351.50 150 3.13 2.97 2.62 0.39 0.16
18 351.50 352.00 150 3.13 2.99 2.62 0.39 0.14
19 352.00 352.50 150 3.13 3.00 2.62 0.39 0.13
20 352.50 353.00 150 3.13 3.03 2.62 0.39 0.1
total=
53

QTY
(cum)
57.28
85.92
67.7
72.9
72.9
78.11
65.09
72.9
83.32
78.11
80.71
72.9
70.03
54.47
36.31
46.69
41.5
36.31
33.72
25.94
1232.81
 NAME OF WORK:-Relining of KSL from RD 343 to 353
Details of Jungle clearance
KSL RD 343 to 353
S.No. RD Length Width (in mtr)
Area (in sqm)
From To Left Side Right Side Total
1 343.000 344.000 300 3.80 4.30 8.10 2430.00
2 344.000 345.000 300 3.70 4.60 8.30 2490.00
3 345.000 346.000 300 4.00 4.10 8.10 2430.00
4 346.000 347.000 300 4.20 4.40 8.60 2580.00
5 347.000 348.000 290 4.10 4.60 8.70 2523.00
6 348.000 349.000 300 3.60 3.70 7.30 2190.00
7 349.000 350.000 300 3.80 4.00 7.80 2340.00
8 350.000 351.000 300 4.00 4.00 8.00 2400.00
9 351.000 352.000 280 4.00 3.90 7.90 2212.00
10 352.000 353.000 300 3.50 4.00 7.50 2250.00
TOTEL AREA (in sqm) 23845.00
 TREE DETAIL
KSL RD 343 TO 353
L/S R/S
Chainage in RD/Girth Above Above Above Above Above Above Above
300 mm 600 mm 1200 mm 2400 300 mm 600 mm 1200 mm
to 600 to1200 to 2400 mm to 600 to1200 to 2400
mm mm mm mm mm mm

FROM TO(RD) 1 2 3 4 1 2 3

343.00 353.00 4 3 1 0 3 2 5

TOTAL TREES Above 300 mm to 600 mm = 7

TOTAL TREES Above 600 mm to 1200 mm = 5
TOTAL TREES Above 1200 mm to 2400 mm = 6
TOTAL TREES Above 2400 mm = 0
S
Above
2400
mm

0
 detail of brick ballast (KSL RD 343 to 353)
1 Required qty of CC 1:4:8 Nos. L B H qty
in dowel base 2 3048 0.4 0.15 365.76
Net total qty of (1:4:8)CC= 365.76
Agreegate qty 343.81
2 Qty of dismentaled dowel
KSL RD 343 TO 353 0.94 6096 0.3 0.45 773.58
total dismantle qty= 773.58
total no. of tiles 254879.1
Qty of agreegate in above tiles in cum( breaking ballast) 344.09

Quantity of CC with old tile aggrigate(40mm)= 366.05

Qty of CC with new stone aggrigate (40mm)= 0
cum

cum

nos.
cum

cum
cum