Providing drainage facilities with RCC Hume pipes at East, West and North side of Administrative Office Building (AOB) at Visakhapatnam Port Authority

Sl No Description Amount, Rs

1 Earth Works 12,74,027

2 Concrete works 38,43,671

3 Reinforced Cement Concrete Works 37,24,621

4 Masonary Works 1,03,059

5 Finishing Works 19,088

6 Dismantling & Demolition works 6,21,177

7 Paver blocks 14,43,420

8 Kerb stone 7,08,232

9 Hume pipes 73,94,816

10 Manhole Chambers 47,03,642

Digitally signed by DEEPAK

Providing drainage facilities with RCC Hume pipes at East, West and North side of Administrative

Office Building (AOB) at Visakhapatnam Port Authority, Visakhapatnam (A.P).

Bill of Quantities

S. Items Ref. Description of Item Unit Quantity Rate, Rs Amount, Rs

1 2.6 Earth work in Excavation by mechanical means

(Hydraulic excavator)/manualmeans over areas

(exceeding 30 cm in depth, 1.5 m in width as

well as 10sqm on plan) including getting out and

disposal of excavated earth lead upto 50 m and

lift upto 1.5 m, as directed by Engineer-in-

2 2.10.1 Excavating trenches of required width for pipes,

cables, etc including excavation for sockets, and

dressing of sides, ramming of bottoms, depth

upto 1.5 m, including getting out the excavated

soil, and then returning the soil as required, in

layers not exceeding 20 cm in depth, including

consolidating each deposited layer by ramming,

watering, etc. and disposing of surplus

excavated soil as directed, within a lead of 50 m

2.10.1.2 Pipes, cables etc. exceeding 80 mm dia. but not Metre 162.00 352.15 57,049.71

exceeding 300 mm dia

3 2.25 Filling available excavated earth (excluding Cum 2,718.30 196.00 5,32,787.19

rock) in trenches, plinth, sides of foundations

etc. in layers not exceeding 20cm in depth,

consolidating each deposited layer by ramming

and watering, lead up to 50 m and lift upto 1.5

4 CONCRETE WORKS

4 4.1 Providing and laying in position cement concrete

of specified grade excluding the cost of

centering and shuttering - All work up to plinth

graded stone aggregate 40 mm nominal size)

5 REINFORCED CEMENT CONCRETE WORKS

5.9 Centering and shuttering including strutting,

propping etc. and removal of form for :

5 5.9.1 Foundations, footings, bases of columns, etc. Sqm 741.00 392.15 2,90,583.15

for mass concrete.

Bill of Quantities

S. Items Ref. Description of Item Unit Quantity Rate, Rs Amount, Rs

5.3.3 Providing and laying in position ready mixed or

site batched design mix cement concrete for

reinforced cement concrete work; using coarse

aggregate and fine aggregate derived from

natural sources, Portland Pozzolana / Ordinary

Portland /Portland Slag cement, admixtures in

recommended proportions as per IS: 9103 to

accelerate / retard setting of concrete, to

improve durability and workability without

impairing strength; including pumping of

concrete to site of laying, curing, carriage for all

leads; but excluding the cost of centering,

shuttering, finishing and reinforcement as per

direction of the engineer-in-charge; for the

following grades of concrete.

5.33.1 All works upto plinth level

6 5.33.1.2 Concrete of M30 grade with minimum cement Cum 168.00 9,655.70 16,22,157.60

content of 350 kg /cum

5.22 Reinforcement for R.C.C. work including

straightening, cutting, bending, placing in

position and binding all complete upto plinth &

above plinth level.

7 5.22.6 Thermo-Mechanically Treated bars. Kg 16,800.00 107.85 18,11,880.00

6.26 Brickwork with common burnt clay selected FPS

8 6.26.1 From ground Lvl upto plinth lvl. Cum 14.00 7,361.35 1,03,058.90

FINISHING WORKS

13.1 12mm thk Plaster

Total 19,087.75

DISMANTLING & DEMOLITION WORKS

10 15.2 Demolishing cement concrete manually/ by Cum 110.00 2,434.25 2,67,768.47

mechanical means including disposal of material

within 50 metres lead as per direction of

Engineer - in - charge.

11 15.3 Demolishing R.C.C. work manually/ by Cum 27.00 3,551.25 95,883.75

mechanical means including stacking of steel

bars and disposal of unserviceable material

within 50 metres lead as per direction of

Engineer - in- charge.

12 15.7.4 Demolishing brick work manually/ by mechanical Cum 125.00 2,060.20 2,57,525.00

means including stacking of serviceable

material and disposal of unserviceable material

within 50 metres lead as per direction of

Engineer-in-charge.

Bill of Quantities

S. Items Ref. Description of Item Unit Quantity Rate, Rs Amount, Rs

13 16.68 Providing and laying 60 mm thick faciory made Sqm 1,485.00 972.00 14,43,420.00

cement concrete interlocking paver block of M -

30 grade made by block making machine with

strong vibratory compaction, of approved size,

design & shape, laid in required colour and

pattern over and including 50 mm thick

compacted bed of coarse sand, filling the joints

with line sand etc. all complete as per the

direction of Engineer-in-charge.

14 16.69 Providing and laying at or near ground level Cum 70.00 10,117.60 7,08,232.00

factory made kerb stone of M-25 grade cement

concrete in position to the required line, level

and curvature, jointed with cement mortar 1:3 (1

cement: 3 coarse sand), including making joints

with or without grooves (thickness of joints

except at sharp curve shall not to more than 5

mm), including making drainage opening

wherever required complete etc. as per direction

of Engineer-in-charge (length of finished kerb

edging shall be measured to calculate volume

for payment). (Precast C.C. kerb stone shall be

approved by Engineer-in-charge).

19.6 Providing and Laying non-pressure NP-2 (Light-

duty)R.C.C pipes Including callors/spigot

Jointed with stiff mixtureof cement moter in ththe

proportion of 1:2 (1 cement : 2 sand) including

testings of joints etc.complete.

19.36.3 Providing and Laying non-pressure NP-4

(Heavy duty) R.C.C pipes Including

callors/spigot Jointed with stiff mixtureof cement

moter in ththe proportion of 1:2 (1 cement : 2

sand) including testings of joints etc.complete.

Bill of Quantities

S. Items Ref. Description of Item Unit Quantity Rate, Rs Amount, Rs

MANHOLE CHAMBERS

18 19.7.3 Constructing brick masonry manhole with 75

class designation bricks in cement mortar 1:4 (1

cement: 4 coarse sand), R.C.C. top slab in 1:2:4

(1 cement : 2 coarse sand : 4 graded stone

aggregate 20mm nominal size) foundation

concrete 1:4:8 (1 cement : 4 coarse sand : 8

graded stone aggregate 20mm nominal size)

foundation concrete 1:4;8 (1 cement : 4 coarse

sand : 8 graded stone aggregate 40mm nominal

size), inside plastering 12mm thick with cement

mortar 1:3 (1 cement : 3 coarse sand) finished

with a floating coat of neat cement and making

channels in cement concrete 1:2:4 (1 cement : 2

coarse sand: 4 graded stone aggregate 20mm

nominal size) finished with a floating coat of

neat cement complete as per standard design.

19 19.27 Constructing brick masonry road gully chamber Each 18.00 5,957.90 1,07,242.20

50x45x60cm with bricks of class designation 75

in cement mortar 1:4 (1 cement : 4 coarse sand)

including 500x450mm precast RCC horizontal

grating with frame complete as per standard

19.8.2 Extra for depth for manholes:

21 19.31.1.1 Extra for Depth beyond 45 CM of brick Metre 5.00 6,117.00 30,585.00

masonary chamber

22 19.16 Providing orange colour safety foot rest of Each 400.00 553.70 2,21,480.00

minimum 6 mm thick plastic encapsulated as

per IS : 10910, on 12 mm dia steel bar

conforming to IS: 1786, having minimum cross

section as 23 mmx25 mm and over all minimum

length 263 mm and width as 165 mm with

minimum 112 mm space between protruded

legs having 2 mm tread on top surface by

ribbing or chequering besides necessary and

adequate anchoring projections on tail length on

138 mm as perstandard drawing and suitable to

with stand the bend test and chemical

resistance test as per specifications and having

manufacture’s permanent identification mark to

be visible even after fixing, including fixing in

manholes with 30x20x15 cm cement concrete

block 1:3:6 (1 cement : 3 coarse sand : 6 graded

stone aggregate 20 mm nominal size) complete

Grand Total 2,38,35,753

Grand Total 2,38,35,753