Project: Dol Talab Boundary Wall

GENERAL ABSTRACT
Sr No DESCRIPTION OF ITEMS
1 Civil Work

Sub Total
3% contingency
Grand Total
all

AMOUNT
(In Lakhs)
₹ 360.69

₹ 360.69
₹ 10.82
₹ 371.51

s
 Project: Dol Talab Bounda
RUIDP
S. No. SOR Description
2022
Earth work in excavation in foundation, trenches etc.
including dressing of sides and ramming of bottoms,
including getting out the excavated material, refilling
after laying pipe/ foundation and disposal of surplus
excavated material at a lead upto 50m suitable site
as per direction of Engineer for following depths, below
1 4.10.1.1 natural ground / Road top level.
In all types soils/ saturated soil such as moorum,
sand, sandy silt, clay, black cotton soil, kankar, etc.
Depth upto 1.5 m

Boundary Wall Type-A

Boundary Wall Type-B

Earth filling with available surplus soil excavated

from foundations and taken only from outside of building
plinth in layers not exceeding 20cm in depth,
2 4.13 consolidating each deposited layer including ramming
and watering and consolidation with lead up to 50 m and
lift upto 1.5 m.

Boundary Wall Type-A

Boundary Wall Type-B

Carriage of Materials by mechanical transport including

loading, unloading and stacking ::
Earth Lead Upto 10 Km
3 1.1.1

Excess Earth
 Bored cast-in-situ R.C.C. pile with design mix
concrete using batching plant, transit mixer and
concrete pump, excluding reinforcement complete as
per drawing and technical specifications and removal of
excavated earth with all lifts and lead upto 1000 m. as
4 13.21.3.1per clause 1100, 1600 & 1700 of MoRT&H Specification
including all material, labour and machinery.
600 mm dia pile
RCC Grade M -20 (Design mix)

Boundary Wall

Providing and laying in position cement concrete of

specified grade excluding the cost of centring and
5 21.1.7 shuttering - All work upto plinth level :
1:4:8 (1 Cement : 4 fine/ coarse sand : 8 graded stone
aggregate 40 mm nominal size).
Boundary Wall Type-A
Boundary Wall Type-B

Random rubble masonry with hard stone in foundation

6 25.1.1 and plinth :
Cement mortar 1:6 (1 cement : 6 coarse sand)
1st Step
Boundary Wall Type-A
Boundary Wall Type-B
2nd Step
Boundary Wall Type-A
3rd Step
Boundary Wall Type-A
Pillar
Boundary Wall Type-A

Extra for random rubble masonry with hard stone in

7 25.2 superstructure above plinth level and upto two stories.

Pillar
Boundary Wall Type-A

Extra for random rubble masonry with hard stone in :

8 25.4.1
Square or rectangular pillars
Pillar
Boundary Wall Type-A
 Centring and shuttering with plywood or steel sheet upto
two stories or height upto 7.5 metre above plinth
level including strutting, propping etc. and removal of
9 22.1.5 form for :
Lintels, beams, plinth beams, girders, bressumers and
cantilevers.

Boundary Wall Type-B

Centring and shuttering with plywood or steel sheet upto

two stories or height upto 7.5 metre above plinth
level including strutting, propping etc. and removal of
10 22.1.6
form for :
Columns, Pillars, Piers, Abutments, Posts and Struts.

Boundary Wall Type-B

Providing and laying in position specified grade of

reinforced cement concrete excluding the cost of
centring, shuttering, finishing and reinforcement - All
11 23.1.2 work upto plinth level :
1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone
aggregate 20 mm nominal size)

Plinth Beam Boundary Wall Type-B

Reinforced cement concrete work in walls (any

thickness), including attached pilasters, buttresses,
plinth and string courses, fillets, columns, pillars,
piers, abutments, posts and struts etc. upto two
12 23.2.2 stories excluding cost of centring, shuttering,
finishing and reinforcement :
1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone
aggregate 20 mm nominal size)

Pillar
Boundary Wall Type-A

Reinforced cement concrete work in walls (any

thickness), including attached pilasters, buttresses,
plinth and string courses, fillets, columns, pillars,
piers, abutments, posts and struts etc. upto two
13 23.19.6 stories excluding cost of centring, shuttering,
finishing and reinforcement :
1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone
aggregate 20 mm nominal size)

Reinforcement @ 100 KG/ Cum

 Brick work with FPS bricks of class designation 75 in
superstructure above plinth level upto two stories in all
14 24.5.2 shapes and sizes in :
Cement mortar 1:6 (1 cement : 6 coarse sand)

Boundary Wall Type-B

Cement plastering including T&P, scaffolding, material

and complete labour, including cost of water, curing,
15 32.3.3 racking of joints etc. with 20 mm cement plaster of
mix :
1:6 (1 cement : 6 fine/ coarse sand)
Boundary Wall Type-A
Boundary Wall Type-A Pillar
Boundary Wall Type-B
Boundary Wall Type-B Pillar

Finishing walls with Acrylic Smooth exterior paint of

required shade :
New work (Two or more coat applied @ 1.67 ltr/10
16 32.35.1
sqm over and including base coat of water proofing
cement paint applied @ 2.20 kg/ 10 sqm).

Boundary Wall Type-A

Boundary Wall Type-A Pillar
Boundary Wall Type-B
Boundary Wall Type-B Pillar

Stone work, plain in copings, cornices, string courses

and plinth courses, upto 75 mm thick in Cement
mortar 1:6 (1 cement : 6 coarse sand) including
pointing with white cement mortar 1:2 (1 white
17 26.10.1 cement : 2 stone dust) with an admixture of pigment
matching the stone shade.
Red sand stone

Boundary Wall Type-A

Boundary Wall Type-A Pillar
Boundary Wall Type-B
Boundary Wall Type-B Pillar

Structural steel work in single section fixed with or

without connecting plate including cutting, hoisting,
18 29.1 fixing in position and applying a priming coat of
approved steel primer all complete.

Boundary Wall Type-A

Railing Weight @ 25 KG/Sqm
 Painting with synthetic enamel paint of approved
brand and manufacture of required colour to give an
even shade:
19 32.51.1 Two or more coats on new work over an under coat
of suitable shade with ordinary paint of approved
brand and manufacture.

Boundary Wall Type-A

Total
t: Dol Talab Boundary Wall

Nos. Length Width Height Quantity Unit Rate

1870.86 210.5

1 1201.17 0.9 0.9 972.95 Cum

1 1496.52 0.8 0.75 897.91 Cum

748.34 144

40% 972.95 389.18 Cum

40% 897.91 359.16 Cum

1122.52 349.45

60% 1870.86 1122.52 Cum

 1284.00 Meter 3895

428 3 1284.00

341.74 Cum 4340

1 1201.17 0.9 0.15 162.16 Cum

1 1496.52 0.8 0.15 179.58 Cum

1760.43 Cum 4245

1 1201.17 0.75 0.3 270.26 Cum

1 1496.52 0.6 0.6 538.75 Cum

1 1201.17 0.6 0.6 432.42 Cum

1 1201.17 0.45 0.75 405.39 Cum

374 0.45 0.45 1.5 113.60 Cum

113.60 Cum 890

374 0.45 0.45 1.5 113.60 Cum

113.60 Cum 660

374 0.45 0.45 1.5 113.60 Cum

 897.91 Sqm 374

2 1496.52 0.3 897.91 Sqm

1409.83 Sqm 345

1712 0.45 1.83 1409.83 Sqm

269.37 Cum 6200

1 1496.52 0.6 0.3 269.37 Cum

184.61 Cum 6780

428 0.45 0.45 2.13 184.61 Cum

81683.91 Kg 64.2

100 816.8391 81683.91 Kg

 638.79 Cum 5750

1 1303.92 0.23 2.13 638.79 Cum

8703.04 Sqm 264

2 1201.17 0.9 2162.11 Sqm

374 1.8 1.5 1009.80 Sqm
2 1496.52 2.45 7332.95 Sqm
856 0.23 1.83 360.29 Sqm

8762.10 Sqm 134.5

2 1201.17 0.9 2162.11 Sqm

374 1.8 1.5 1009.80 Sqm
2 1496.52 2.45 7332.95 Sqm
856 0.23 2.13 419.35 Sqm

28.75 Cum 54500

1 1032.87 0.45 0.05 23.24 Cum

374 0.45 0.45 0.05 3.79 Cum
1 1303.92 0.25 0.05 16.30 Cum
856 0.45 0.45 0.05 8.67 Cum

38732.63 Kg 74.4

1 1032.87 1.5 1549.31 Sqm

25 1549.31 38732.63 KG
 3098.61 Sqm 147

2 1032.87 1.5 3098.61 Sqm

Amount

393,815.97

107,761.52

392,263.15
5,001,180.00

1,483,153.12

7,473,021.21

101,106.23

74,977.65
 335,819.09

486,392.04

1,670,116.32

1,251,636.14

5,244,107.02
3,673,044.85

2,297,602.14

1,178,502.77

1,567,024.88

2,881,707.30
 455,495.67

36,068,727.07