RATE ANALYSIS

Name of Work: Construction of Walkway, underground cable ducts, Electrical Poles, Selfie Points
and other Beautification Works from Karzu Road to Main Market Leh, in UT of Ladakh

12.1 Rate analysis Providing and laying , factory made 200 x 200 x 80mm thick Cement Concrete paver blocks in footpath, parks,
lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table
vibratory method using PU mould, laid in required colour & pattern over 20mm thick base of cement mortar 1:4
(1cement : 4 coarse sand) including grouting the joints with white cement mixed with matching pigment, epoxy
touch ups etc. complete as per direction of Engineer-in- Charge.

Description Unit Quantity Rate Amount

Detail of cost for 0.50 sqm.
MATERIALS :
no of tiles of size 200x200x80 = 12.5 x1.20 = 15
sqm 15 40.00 600.00
factory made 200 x 200 x 80mm thick Cement Concrete paver
Rate as per Item No.3.9 of SH: MORTARS cum 0.012 3970.5 47.65

LABOUR
Mason (brick layer) 1st class day 0.56 733 410.48

Beldar day 0.05 503 25.15

Coolie day 0.05 503 25.15

total 1108.43
Add 1 % Water charges on all except (A)
11.08
total 1119.51
Add 15 % Contractor's profit and overheads
on all except (A) i.e. on 167.93
Detail of cost for 0.50 sqm. 1287.44

Cost of 1 sqm. 2,574.87

Say 2,575.00

12.2 Rate analysis Providing and laying , factory made 200 x 200 x 40mm thick Cement Concrete paver blocks in footpath, parks,
lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table
vibratory method using PU mould, laid in required colour & pattern over 20mm thick base of cement mortar 1:4
(1cement : 4 coarse sand) including grouting the joints with white cement mixed with matching pigment, epoxy
touch ups etc. complete as per direction of Engineer-in- Charge.

Description Unit Quantity Rate Amount

Detail of cost for 0.50 sqm.

MATERIALS :

no of tiles of size 200x200x80 = 12.5 x1.20 = 15

sqm 15 30.00 450.00
factory made 200 x 200 x 80mm thick Cement Concrete paver

Rate as per Item No.3.9 of SH: MORTARS cum 0.012 3970.5 47.65

LABOUR

Mason (brick layer) 1st class day 0.56 733 410.48

 Beldar day 0.05 503 25.15
Coolie day 0.05 503 25.15
total 958.43
Add 1 % Water charges on all except (A)
9.58
total 968.01
Add 15 % Contractor's profit and overheads

on all except (A) i.e. on 145.20

Detail of cost for 0.50 sqm. 1113.21

Cost of 1 sqm. 2,226.42

Say 2,226.00

20.1 Rectangular Inspection chamber (90X80X120)

19.7.1.1 Constructing inspection chamber with cement, concrete bricks masonry in cement mortar 1:4 (1 cement: 4
coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone- III) : 3 graded stone
aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone- III) : 8 graded
stone aggregate 40 mm nominal size),inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse
sand) finished with floating coat of neat cement complete as per standard design.Inside size 90x80 cm and 120
cm deep including providing & fixing in position the ductile iran cover in rectangular shape 600x600 internal
dimesions man hole cover & frame of approved quality. LD -A-15, fixed in cement concrete 1:2:4 (1 cement : 2
coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete.

Description Unit Quantity Rate Cost

Details of cost for 1 manhole

J&K-4.4.7 Cement concrete 1:4:8 (1 cement : 4 coarse sand : 8 graded cum 0.182 4419.85 804.41
stone aggregate 40 mm nominal size) 1.3X1.4X.1 =.182 cum
Non schedule cement concrete block (300x150x150) in foundation & plinth in cum 0.836 11150.00 9321.40
item cement mortar 1:6 (1 cement : 4 coarse sand) 2X(.9+1)
x.2x1.1=.836 cum
j&k-4.4.3 Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded cum 0.16 5877.45 940.39
stone aggregate 20 mm nominal size) for benching
2x 0.90x (0.80/2) x (0.30+0.20)/2 = 0.18 cum Less for pipe
1x0.90x3.14/4x(0.15m)² = (-) 0.02 cum = 0.16
J&K-13.1.1 12 mm cement plaster 1:4 (1 cement : 2 coarse sand) finished sqm 1.76 260.05 457.69
with floating coat of neat cement 2X(.9+.7) x1.1=1.76 sqm

J&K-5.1.2 Rate as per item no of SH : Finishing Reinforced cement cum 0.19 7192.05 1366.49
concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone
aggregate 20 mm nominal size) For slab : 1.3X1.2X.15= .234
cum less for cover .6X.6X.15 = .05 cum =.189 cum Say .19cum
Rate as per item no pwd-284 of SH : RCC Work Less labour for
not lifting the materilas upto floor five level
J&K-0115 Coolie day -0.41 503.00 -206.23

J&K5.22.6 Mild steel reinforcement for slab : 0.19 cum @ 48.06 kg/ cum = kg 9.13 79.25 723.55
9.13 kg
LABOUR

J&K-0123 Mason (brick layer) 1st class day 0.06 733.00 43.98

J&K-0124 Mason (brick layer) 2nd class day 0.06 666.00 39.96

Non schedule Providing & fixing the ductile iran cover class A-15 grade LD each 1.00 5740.00 5740.00
item with frame.
Carriage of ductile iran cover class A-15 L.S. 6.76 1.73 11.69
 j&k-9999 Sundries L.S. 13.52 2.27 30.69

Total 19274.03

Add 1 % Water charges on all except (A) 192.74

Total 19466.77
Add 15 % Contractor's profit and overheads

on all except (A) i.e. on 2920.02

TOTAL 22,386.79
Say 22,387.00
20.2 Rectangular Inspection chamber (90X45X120)
19.7.1.1 Constructing inspection chamber with cement, concrete bricks masonry in cement mortar 1:4 (1 cement: 4
coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone- III) : 3 graded stone
aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone- III) : 8 graded
stone aggregate 40 mm nominal size),inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse
sand) finished with floating coat of neat cement complete as per standard design.Inside size 90x45 cm and 120
cm deep including providing & fixing in position the ductile iran cover in rectangular shape 450x900 internal
dimesions man hole cover & frame of approved quality Class -A-15 of grade LD, fixed in cement concrete 1:2:4 (1
cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all
complete.

Description Unit Quantity Rate Cost

Details of cost for 1 manhole

J&K-4.4.7 Cement concrete 1:4:8 (1 cement : 4 coarse sand : 8 graded cum 0.16 4419.85 707.18
stone aggregate 40 mm nominal size) 1.5X1.05X0.1=.16cum

Non schedule Cement concrete block (300x150x150) in foundation & plinth in cum 0.77 11150.00 8585.50
item cement mortar 1:6 (1 cement : 4 coarse sand)
2X(.65+1.1)=.2X1.1= .77 cum
j&k-4.4.3 Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded cum 0.16 5877.45 940.39
stone aggregate 20 mm nominal size) for benching
2x 0.90x (0.80/2) x (0.30+0.20)/2 = 0.18 cum Less for pipe
1x0.90x3.14/4x(0.15m)² = (-) 0.02 cum = 0.16
J&K-13.1.1 12 mm cement plaster 1:4 (1 cement : 2 coarse sand) finished sqm 2.83 260.05 735.94
with floating coat of neat cement 2X(.45+.9X1.05) = 2.83 sqm

J&K-5.1.2 Rate as per item no of SH : Finishing Reinforced cement cum 0.105 7192.05 755.17
concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone
aggregate 20 mm nominal size) For slab : 1.3X.85X.15=0.165
less for cover 0.45X.9X.15= .06 cum =.105 cum Rate as per
item no pwd-284 of SH : RCC Work Less labour for not lifting
the materilas upto floor five level

J&K-0115 Coolie day -0.41 503.00 -206.23

J&K5.22.6 Mild steel reinforcement for slab : 0.105 cum @ 48.06 kg/ cum kg 5.04 79.25 399.42
=5.04 kg
LABOUR

J&K-0123 Mason (brick layer) 1st class day 0.06 733.00 43.98

J&K-0124 Mason (brick layer) 2nd class day 0.06 666.00 39.96

Non schedule Providing & fixing the ductile iran cover class A-15 grade LD each 1.00 7176.00 7176.00
item with frame.

Carriage of ductile iran cover class A-15 L.S. 6.76 1.73 11.69

j&k-9999 Sundries L.S. 13.52 2.27 30.69

Total 19219.69

Add 1 % Water charges on all except (A) 192.20

Total 19411.89
 Add 15 % Contractor's profit and overheads

on all except (A) i.e. on 2911.78

TOTAL 22,323.67
Say 22,324.00
20.3 Rectangular Inspection chamber (110X35X750)
19.7.1.1 Constructing inspection chamber with cement, concrete bricks masonry in cement mortar 1:4 (1 cement: 4
coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone- III) : 3 graded stone
aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone- III) : 8 graded
stone aggregate 40 mm nominal size),inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse
sand) finished with floating coat of neat cement complete as per standard design.Inside size 110x35 cm and 75
cm deep including providing & fixing in position the tile iran cover in rectangular shape 450x600 internal
dimesions man hole cover & frame of approved quality Class -B-125 of grade MD, fixed in cement concrete 1:2:4
(1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all
complete.
Description Unit Quantity Rate Cost
Details of cost for 1 manhole

J&K-4.4.7 Cement concrete 1:4:8 (1 cement : 4 coarse sand : 8 graded cum 0.160 4419.85 707.18
stone aggregate 40 mm nominal size) 1.7X.95X.1=0.16cum

Non schedule cement concrete block (300x150x150) in foundation & plinth in cum 0.46 11150.00 5129.00
item cement mortar 1:6 (1 cement : 4 coarse sand)
2X(1.3+.45)=.2X.65=0.46 cum
j&k-4.4.3 Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded cum 0.16 5877.45 940.39
stone aggregate 20 mm nominal size) for benching
2x 0.90x (0.80/2) x (0.30+0.20)/2 = 0.18 cum Less for pipe
1x0.90x3.14/4x(0.15m)² = (-) 0.02 cum = 0.16
J&K-13.1.1 12 mm cement plaster 1:4 (1 cement : 2 coarse sand) finished sqm 1.88 260.05 488.89
with floating coat of neat cement 2X(.35+1.1X.65) = 1.88sqm

J&K-5.1.2 Rate as per item no of SH : Finishing Reinforced cement cum 0.13 7192.05 934.97
concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone
aggregate 20 mm nominal size) For slab : 1.5X.75X.15=.168 less
for cover 0.45X.6X.15= .04 cum =.128 cum Say .13cum Rate as
per item no pwd-284 of SH : RCC Work Less labour for not
lifting the materilas upto floor five level

J&K-0115 Coolie day -0.41 503.00 -206.23

J&K5.22.6 Mild steel reinforcement for slab : 0.13 cum @ 48.06 kg/ cum = kg 6.24 79.25 494.52
6.24 kg
LABOUR
J&K-0123 Mason (brick layer) 1st class day 0.06 733.00 43.98

J&K-0124 Mason (brick layer) 2nd class day 0.06 666.00 39.96

Non schedule Providing & fixing the ductile iran cover class B-125 grade MD each 1.00 10456.00 10456.00
item with frame.
Carriage of ductile iran cover class A-15 L.S. 6.76 1.73 11.69
j&k-9999 Sundries L.S. 13.52 2.27 30.69

Total 19071.04

Add 1 % Water charges on all except (A) 190.71

Total 19261.75

Add 15 % Contractor's profit and overheads

on all except (A) i.e. on 2889.26

TOTAL 22,151.02
Say 22,151.00
26 Road gully chamber 450x450x600
DSR- 19.28 Constructing cement concrete block masonry for road gully chamber of specified size with precast cement
concrete block Made of CC 1:3"6 (M10 concrete designation 7.5 in cement mortar 1:4 (1 cement : 4coarse sand)
including precast M/S/CI/RCC horizontal grating with frame complete as per standard design Chamber size
45x45x60 cm including450x450 cover with frame hinged cover class A-15 grade LD fixed in cement concrete 1:2:4
(1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all
complete.
Details of cost for one chamber

Cement concrete 1:5:10 (1 cement : 5 fine

sand : 10 graded stone aggregate 40 mm
nominal size)
J&k-4.5.8 1.06mx1.06mx0.15 m= 0.136 cum cum 0.136 4112.55 559.3068
Non schedule 1.06mx1.06mx0.15 m= 0.136 cum cum 0.17 11150.00 1895.5
item

J&K-13.1.1 12 mm cement plaster 1:4 ( 1 cement : 4 coarse sand) sqm 1.24 260.05 322.462
finished with floating coat of neat cement
Wall : 1.80x0.70 m = 1.26 sqm Bed : 0.45x0.45 m = 0.202
sqm Top : 0.45x0.20 m = 0.09 sqm Sides : 2x0.20x0.10 m
= 0.04 sqm Total= 1.592 sqm
Deduct opening 0.45x0.10 m = 0.045 sqm
Net qty. = 1.592 (-) 0.045 = 1.24 cum
Say 1.24 cum
J&K-4.5.3 Cement concrete 1:2:4 ( 1 cement : 2 cum 0.001 7542.4 7.5424
coarse sand : 4 graded stone aggregate 20 mm nominal
size) Block = 3x(0.75)³ = 0.001 cum
J&K-5.1.3 R.C.C. 1:2:4 (1 cement : 2 coarse sand : 4 cum 0.06 8552.85 513.171
graded stone aggregate 20 mm nominal size)
0.91x0.91x0.075 m = 0.062 cum Say 0.06 cum

J&K-5.9.2 Form work 0.45x0.45 m = 0.202 sqm sqm 0.255 573.85 146.33175
0.45x0.20 m = 0.09 sqm
outside slab : 3.40x0.075 m = 0.255 sqm
J&K-5.22.6 Total= 0..44
Mild steel sqm Say 0..44for
reinforcement sqmR.C.C work kg 3.96 79.25 313.83
0.0495 cum @ 80 kg/cum = 3.96 kg
Non schedule 450x450 cover with frame hinged cover class A-15 grade LD each 1 3155 3155
item

Fixing and carriage L/S 20.67 1.73 35.7591

Total 6948.90

Add 1 % Water charges on all except (A) 69.49

Total 7018.39

Add 15 % Contractor's profit and overheads

on all except (A) i.e. on 1052.76

TOTAL 8,071.15
Say 8,071.00
29 CIRCULAR MANHOLE DIA 1.22M
DSR- Constructing brick masonry circular manhole 1.22 m internal dia at bottom and 0.56 m dia at top in cement
19.11.1.1 mortar 1:4 (1 cement :4coarse sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3
coarse sand) finished with a floating coat of neat cement foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6
graded stone aggregate 40 mm nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement
: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all
complete as per standard design.1.68 m deep Providing & fixing the ductile iran cover class B-125 grade NB with
frame. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
including centering, shuttering all complete. (Excavation, foot rests and 12 mm thick cement plaster at the
external surface shall be paid for separately)

Description Unit Quantity Rate Cost

Details of cost for 1 manhole
MATERIAL

J&k-4.4.6 Cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded CUM 1.18 4908.20 5791.68
stone aggregate 40 mm nominal size) 1.98x1.98x0.30 m =
1.178 cum Say 1.18 cum

rate analysis cement concrete block (300x150x150) in foundation in cement CUM 1.29 11150.00 14383.50
mortar 1:4 (1 cement : 4 coarse sand) Curved on plan
3.14x1.45x0.24x0.23 = 0.251
3.14x(1.45+0.79)/2x1.32x0.23 = 1.069
Total= 1.320
Duduct arch ring and portion of pipe
2x½x3.14x0.25mx0.230x0.10 m = 0.018 cum
2x3.14/4x(0.15)²x0.230 = 0.008 cum
Total = 0.026 cum
Net quantity 1.320-0.026 = 1.294 Say 1.29 cum
rate analysis cement concrete block (300x150x150)class designation brick in CUM 0.02 11150.00 223.00
cement mortar 1:4
( 1 cement : 3 fine sand )
2x½x3.14x0.25 m x0.230x0.10 m
= 0.018 cum Say 0.02 cum
j&k-4.4.3 Cement concrete 1:2:4(1 cement : 2 coarse CUM 0.26 5877.45 1528.14
sand : 4 graded stone aggregate 20 mm
nominal size ) For benching :
3.14/4x(1.22)²x0.20 = 0.234 cum
[(2x8.133)/360]x(4/3)x3.14x(0.61)³
=0.043 cum
Total= 0.277 cum
Less pipe :1.22x3.14/4x(0.15)²(-)
= 0.0216 cum
Total= 0.2554 cum Say 0.26 cum
j&k-4.5.3 Cement concrete 1:2:4 (1 cement : CUM 0.09 7542.40 678.82
2 coarse sand : 4 graded stone aggregate
20 mm nominal size)
For fixing cover : 3.14/4 x d² x thickness
3.14/4x(1.020)²x0.15 m =0.123 cum
Less cover 3.14/4x(0.28)² x 0.15 m :
(-) = 0.037 cum
Total= 0.086 cum Say 0.09 cum
J&K-13.1.1 12 mm cement plaster 1:4 (1 cement : SQM 4.48 260.05 1165.02
4 coarse sand) finished with floating coat of
neat cement
3.14x(1.136+0.56)/2x1.216 = 3.241 sqm
3.14x0.56x0.075 = 0.13 sqm
3.14x(1.136)²/4-1.136x1/2x3.14x0.15
= 1.112 sqm
Total= 4.483 sqm Say 4.48 sqm
 LABOUR 0.00

j&k-0123 Mason (brick layer) 1st class day 0.10 733.00 73.30

Non schedule Providing & fixing the ductile iran cover class B-125 grade NB each 1.00 8253.00 8253.00
item with frame.

CARRIAGE L.S. 6.89 50.00 344.50

j&k-9999 Sundries L.S. 16.90 2.27 38.36

Total 32479.32

Add 1 % Water charges on all except (A) 324.79

total 32804.11
Add 15 % Contractor's profit and overheads

on all except (A) i.e. on 4920.62

37724.73

TOTAL 37,724.73
Say 37,725.00

Extra for depth for rectangular manholes

DSR- 19.8.1 Size 90x80 cm

Description Unit Quantity Rate Cost

Details of cost for 1 METER

MATERIAL

cement concrete block (300x150x150) 90 Nos 0.49 2700.00 1333.80

Carriage of Bricks 90 Nos 0.49 500.00 247.00

J&K-13.1.1 12 mm cement plaster 1:4 (1 cement :4 coarse sand) finished cum 0.25 260.05 65.01
with floatingcoat of neat cement
3.40x1 m = 3.40 sqm
Cost for one metre 1645.81

30 % COST 493.74
Pre-cast Cement concrete block
Brics masonry wih pre-cast cement concrete block made from cement concrete of mix 1:3:6 (1 Cement: 3 Co arsesand:6 Stone
aggregate 200 mm nominal size) of required size 150x150x300 in foundation and plinth in :
(i) Cement mortar 1:4 (1 Cement : 4 Coarse Sand)
DSR Code Description Qty Unit Rate (Rs) Amount (Rs)

LMR Details of cost for 1 Cum 156 each 35.00 5460.00

Cement Concrete blocks 1:3:6 of size 150x150x300
(considering 5% wastage)

2201 Cement mortar 1:4 0.22 cum 6275.65 1380.64

Labour

Manson (brick layer) I class 0.33 day 1400.00 462.00

Manson (brick layer) II class 0.33 day 1200.00 396.00
Coolie 1 day 900.00 900.00
Bhisti 0.13 day 1000.00 1000.00
 A 9598.643
Additional 1% water charges on 'A' 95.98

B 9694.623
Add 15 % CP & OH on 'B' 1454.19

total 11148.813

say (cum) 11,149.00

22 Pole price in delhi market

Description Unit Quantity Rate Cost

height of pole 4.5m (including gst) Each 1 18200.00
height of pole 6.5m (including gst) Each 1 20180.00
Signal light of zebra crossing 4m Each 1 18200.00
Camera pole 6m Each 1 20180.00
4.5m height electric pole 35 kg per pole weight , total pole=
26*35 = 910 kg
6.5m height electrical pole 45 kg per pole weight , total pole =
26*45 = 1170 kg
4.5m height crossing signal 73 kg per pole weight, total pole =
6*73 = 438 kg
6m height camera 185 kg per pole weight, total pole = 2*185 =
370 kg
Total weight = 910+1170+438+370 = 2888kg

Carriage delhi to leh 75000 Rs per 9000 kg

rate per kg (75000/2888) = 26 rs per kg

c 4.5 height, 73 kg per pole = 73x 26 = 1898 rs

pole = 18200+1898 = Each 1 20098.00

d 6 height, 185 kg per pole = 185x 26 = 4810 rs

pole = 20180+4810 = Each 1 24990.00

18 DWC HDPE Pipe SN4

Description Unit Quantity Rate Cost

A Sw pipe as per J& k code
20.1.5 250mm dia pipe meter 1125.00
20.1.3 200mm dia pipe meter 827.00
20.1.2 150mm dia pipe meter 654.00
20.1.1 100mm dia pipe meter 367.00

B less sw pipe material

1858 250mm dia pipe meter 512.00
1856 200mm dia pipe meter 365.00
1855 150mm dia pipe meter 278.00
1854 100mm dia pipe meter 132.00

C Item (A-B)
250mm dia pipe meter 613.00
200mm dia pipe meter 462.00
 150mm dia pipe meter 376.00
100mm dia pipe meter 235.00

D market rate of DWC pipe material

250mm dia pipe (Product Code - A0214250MEA012D) meter 901.00

200mm dia pipe (Product Code - A0214200NEA012D) meter 521.00
150mm dia pipe (Product Code - A0214150NEC012D) meter 320.00
100mm dia pipe (Product Code - A0214100NEC012D) meter 166.00

E Item (C+D)
250mm dia pipe meter 1514.00
200mm dia pipe meter 983.00
150mm dia pipe meter 696.00
100mm dia pipe meter 401.00

RE-BARING & FIXING WITH GROUT CHEMICAL OF DIA 10MM X O/D 12MM DIA OF DEPTH 120MM
Description Quantity Unit Rate Cost
8.2a QTT Taken = 1 No.
FIS V 360 -360ML Foil 990
So the cost of per ml is 2.22
Cost of Chemical consumed including wastage 3.8 2.75 10.45
Cost of Drill Bit 12mm dia X 120 mm =1500
Capacity of one drill bit average 9 Rmt. (9000mm)
Drill bit cost for one hole (Bit price X depth /9000 1 20 20.00
Total 30.45
GST @ 18% 5.48
Total 35.93
Labour for drilling cleaning & fiting of rebar L.S NO 20 20.00
Total 55.93
Safety charges @ 5% 2.80
Water & electricity charges @ 3% 1.68
Tools & Tackels @ 5% 2.80
Freight & cartage @ 2% 2.80
Total 66.00
CP@ 15% 9.90
Total 75.90
Say 76.00

RE-BARING & FIXING WITH GROUT CHEMICAL OF DIA 8MM X O/D 10MM DIA OF DEPTH 100MM
Description Quantity Unit Rate Cost
8.2b QTT Taken = 1 No.
FIS V 360 -360ML Foil 990
So the cost of per ml is 2.22
Cost of Chemical consumed including wastage 3.2 2.75 8.80
Cost of Drill Bit 12mm dia X 100 mm =1200
Capacity of one drill bit average 9 Rmt. (9000mm)
Drill bit cost for one hole (Bit price X depth /9000 1 13.33 13.33
Total 22.13
GST @ 18% 3.98
Total 26.11
Labour for drilling cleaning & fiting of rebar L.S NO 20 20.00
Total 46.11
 Safety charges @ 5% 2.31
Water & electricity charges @ 3% 1.38
Tools & Tackels @ 5% 2.31
Freight & cartage @ 2% 2.31
Total 54.41
CP@ 15% 8.16
Total 62.58
Say 63.00

30 Sculpture-1 & 2
Sculpture-1&1- Providing & fixing artistic sculpture as per the drawing made up of white stone marble (with grey
embossing patches) of height 1mt. & length 1.8 mt. over the RCC platform of size 2.0 X 1.05 X .75 (CC 1:2:4) the
platform is resting on the podium/platform podium size 2.5 X 1.47 mt. with height of 1mt. made up of random
rubble masonry with flush pointing with 150mm thick base concrete 1:4:8 ratio. SITC of LED flood light: IP65
Housing in die-cast aluminium with cooling fins, 4 mm thick tempered glass resistant to thermal shock and
impacts.Optics: in PMMA, highly resistant to temperature and UV radiation. LED: Power factor: ≥0,90. Luminous.
Burning life 50000h. 4000/6000K - CRI 80 with maximum system wattage 250W with minimum lumen output of
25000lm. Minimum efficacy required 100 Lm/W. complete with all accessories. Fixture should have reputaed
LED like lumiled, cree or Nichia. (Chinese Product will not be considered). As per approved Make: Disano Astro,
Igguzini E913, Bega 84 224 K3, Lecce.
Description Unit Quantity Rate Cost
J&K-4.4.7 Cement concrete 1:4:8 (1 cement : 4 coarse sand : 8 graded cum 0.51 4419.85 2254.12
stone aggregate 40 mm nominal size) 3.0 X 1.7 X0.1 =0.51

J&K-7.1 Random Rubble masonry with hard stone in super structure cum 4.59 4435.25 20357.80
above foundation upto desired level , including levelling up
with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12
graded stone aggregate 20mm nominal size) and curing
complete at window sills, ceiling level and the like: -2.8
X1.5X.05 +1.8.X1.5X1=4.59
j&k-4.4.3 Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded cum 0.18 5877.45 1057.94
stone aggregate 20 mm nominal size) for base 2.3x1.05X.075 =
0.18
Total (A) 23669.86
None shedule Supply of Sculpture at site shape & size of the Sculpture should each 1.00 300000.00 300000.00
Item be as per drawing DW-10
Installation & fixing of Sculpture at the position with material as L.S. 1.00 15000.00 15000.00
per the instruction of manufacturer & engineer Incharge

None shedule SITC of LED flood light: IP65 Housing in die-cast aluminium each 1.00 69000.00 69000.00
Item with cooling fins, 4 mm thick tempered glass resistant to
thermal shock and impacts.Optics: in PMMA, highly resistant to
temperature and UV radiation. LED: Power factor: ≥0,90.
Luminous. Burning life 50000h. 4000/6000K - CRI 80 with
maximum system wattage 250W with minimum lumen output
of 25000lm. Minimum efficacy required 100 Lm/W. complete
with all accessories. Fixture should have reputaed LED like
lumiled, cree or Nichia. (Chinese Product will not be
considered). As per approved Make: Disano Astro, Igguzini
E913, Bega 84 224 K3, Lecce.

Total (B) 384000.00

As GST @ 18% on 300000/- 54000.00
Add CP @ 10% on 385000/- 38400.00
Total 500069.86
Say 500000.00
 Sculpture-3
Sculpture-3- Providing & fixing artistic sculpture as per the drawing made up of fiber with marble finish (with
metal black grey finish) of height 2.2mt. & length 1.3 mt. over the RCC platform of size .45 X .45 X .20 (CC 1:2:4)
the platform is resting on the circular stepped podium/platform podium dia 1.6mt. with height of .45 mt.,
reducing podium with dia 1mt. with height of .30mt. & reducing dia of .7mt. with height .350 mt. height made
up of random rubble masonry with flush pointing with 150mm thick base concrete 1:4:8 ratio. The sculpture
complete in all respect as per the drawing & instruction of Engineer in charge. Refer Drawing No. DW-10

J&K-4.4.7 Cement concrete 1:4:8 (1 cement : 4 coarse sand : 8 graded cum 0.176 4419.85 777.89
stone aggregate 40 mm nominal size)1. 76X0.1=0.176

J&K-7.1 Random Rubble masonry with hard stone in super structure cum 0.71 4435.25 3149.03
above foundation upto desired level , including levelling up
with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12
graded stone aggregate 20mm nominal size) and curing
complete at window sills, ceiling level and the like: -
(1.13+0.63+0.28)=0.71
Total (A) 3926.92
None shedule Supply of Sculpture at site shape & size of the Sculpture should each 1.00 200000.00 200000.00
Item be as per drawing DW-10
Installation & fixing of Sculpture at the position with material as L.S. 1.00 10000.00 10000.00
per the instruction of manufacturer & engineer Incharge

None shedule SITC of LED flood light: IP65 Housing in die-cast aluminium each 1.00 69000.00 69000.00
Item with cooling fins, 4 mm thick tempered glass resistant to
thermal shock and impacts.Optics: in PMMA, highly resistant to
temperature and UV radiation. LED: Power factor: ≥0,90.
Luminous. Burning life 50000h. 4000/6000K - CRI 80 with
maximum system wattage 250W with minimum lumen output
of 25000lm. Minimum efficacy required 100 Lm/W. complete
with all accessories. Fixture should have reputaed LED like
lumiled, cree or Nichia. (Chinese Product will not be
considered). As per approved Make: Disano Astro, Igguzini
E913, Bega 84 224 K3, Lecce.

Total (B) 279000.00

As GST @ 18% on 100000/- 36000.00
Add CP @ 10% on 179000/- 27900.00
Total 346826.92
Say 350000.00
31 Selfi point -1

a DSR Code Description Qty Unit Rate (Rs) Amount (Rs)

Description : Design, and Manufacture and testing of I ❤LEH, 1 each 146000.00 146000.00
Height 750mm, width 150mm with complete in 3D sign system
perfect day time all angle visibility, front covered with highly
durable 3mm poly corbonate sheet along with aluminium trim
F extrusion type 25mm (Make: Jindal/Balco/ Hindalco) & ACP
Back with 120mm alumunium T Type extrusion channel (Make:
Jindal/ Balco/ Hindalco) Made by automatic CNC illuminated
evenly by Samsung/ Osram/ Phillips LED 1.5 Watt per module
& Power Supply (Make : Phillips/ Meanwell) IP68 range, watt as
per the requirement complete with all the accessories.
Adequate MS structure for support. Refer Drawing No.DW-09

carrtage delhi to leh 1 each 30000.00 30000

Instolation and fixing work with nessacery heardwear, fasners, 1 each 50000.00 50000.00
and civil work and laying of under ground cable to connect
connection from the nearest power supply point upto
maximum 50 m.
Total - A 226000.00

Additional 1% water charges on 'B' 2260.00

 total 228260.00

Additional 18% gst C 41086.80

Add 15 % CP & OH on D 33900.00

total (A+C+D) 300986.80

SAY 300000.00

Selfi point -2

b DSR Code Description Qty Unit Rate (Rs) Amount (Rs)

J&K-4.4.7 PCC (1:4:8) 4.06X1X.1 = 0.406 Cum 0.41 cum 4419.85 1794.4591
j&k -7.1 Reedom brick masonary = 3.86X.9X.45 =1.563 cum 1.56 cum 4435.25 6932.29575

j&k -7.1 Reedom brick masonary 3.86X.7X.45 = 1.2159 cum 1.22 cum 4435.25 5392.820475

j&k -7.1 Reedom brick masonary 3.86X.45X.1 = 0.1737 cum 0.17 cum 4435.25 770.402925

super structure
j&k -7.2 Reedom brick masonary 3.86X.3X2.44 = 2.8255 cum 2.83 cum 5757.60 16268.0988

J&K-5.1.3 RCC (1:2:4 ) =3.86X.15X.45 = 0.260 cum 0.26 cum 6344.25 1649.505

J&K-13.1.1 Plaster 12mm thick (1:4) =3.86X2.44 = 9.4184 sqm 9.42 sqm 260.05 2449.25492

A 35256.84
Making the design in embossed cement plaster 1:3 (1 cement: 1.00 L/S 152000.00 152000
3 coarse sand) as per drawing and paint the full designer wall
with apex exterior paint as per approved shad by the
consultant / engineer in charge. Including make the affordable.
50mm thick plaster as shown in the drawing are so include
supply intonation commixing and testing 2 no floor mounted
flood light 250mm watt of make dissent, bega, lecce, or
equivalent sample as per proved by the consultant also
supplying fixing and connect the armed cable with nearest
power supply point up to 50 m
Additional 18% gst 'B' 27360.00
B 179360.00
Total (A+B) 214616.84
Additional 1% water charges on 'B' 2146.17
216763.01
Add 15 % CP & OH on 32514.45
total 249277.46
say 250000.00