bus stop rev

7/28/2019 Bus Stop REV.

http://slidepdf.com/reader/full/bus-stop-rev 1/74

Note: Unless otherwise specified rates quoted for all

excavation shall include the following: a) Site clearance such

as clearing shrubs undergrowth, roots and small trees brush

wood, etc., b) Setting out the work to profile etc, c) Bailing or

otherwise removing all water may accumulate in the

excavation from all causes. d) Cutting out and throwing soil

clear of area excavated or depositing clear of edge of

foundation to avoid fall in. e) Trimming all sides to plumb or

otherwise as instructed at site and square leveling all bottoms.

Clearing out all loose earth etc., f) Disposing surplus soil as

directed within the site or outside and dressing to proper level

and grade as required. g) Dismantling, removing and stacking

as directed existing water pipe and /or soil pipes within the

excavated portion. h) Providing shoring and strutting for

protecting the sides of foundation where required.

1.1

Earth work in excavation by mechanical means (Hydraulic

excavator/manual means) including disposal of excavated

earth, lead upto 50m and lift upto 1.5m; disposed earth to

be levelled and neatly dressed

In all kinds of soils - soft, hard

Depth upto 1.5 mtr

F1 5 1.85

F2 4 1.6

1.2

Filling in plinth or wherever called for as per

directions of the Engineer-in-charge , in layers not

exceeding 150mm thick (compacted) including

watering, ramming, consolidating and dressing etc.

a)

Soling with stone aggregates upto 40mm size including

watering ramming consolidating and filling voids with fine

sand etc com lete.

1

b)

With river sand brought from outside including loading,

unloadin and handlin

2.1

Providing & laying PCC in foundation 1:4:8 (1 cement : 4

coarse sand : 8 graded stone aggregate 40mm nominal

size) including cost of centering, shuttering, mechanically

mixing, vibrating, curing etc. complete as per the drawings

and the directions of Engineer- In-charge

F1 5 1.4

F2 4 1.15plinth beam PB1 1 9.6

plinth beam PB2 1 5.792

95.904



26OD NB PIPE, 2.3mm thk.

Nos Length

Section 55 3 13.1

Section 56 3 14.28

Section 57 3 15.42

Section 58 3 16.58

Section 59 3 20.45

Section 60 3 25.48

Section 61 3 26.72



132*132*5.4mm

Nos Length

Section B1 1 7.66

Section B2 1 7.27

Section B3 1 7.15

Section B4 1 7.08

Section B5 1 6.88

Section B6 1 6.64

Section B7 1 6.41

Section B8 1 5.79

Section B9 1 5.35

Section B10 1 4.73

Section B11 1 3.67

Section B12 1 2.74

Section B13 1 1.62

12mm thk, Insert plate nos

Section B1 2 0.25 0.2

Section B2 2 0.25 0.2

Section B3 2 0.25 0.2

Section B4 2 0.25 0.2

Section B5 2 0.25 0.2

Section B6 2 0.25 0.2

Section B7 2 0.25 0.2

Section B8 2 0.25 0.2

Section B9 2 0.25 0.2

Section B10 2 0.25 0.2

Section B11 2 0.25 0.2

Section B12 2 0.25 0.2

Section B13 2 0.25 0.2

Nos Length

132*132*5.4mm, vert strut

Section B1

Section B2 1 0.33

Section B3 1 0.37

Section B4 1 0.40

Section B5 1 0.54

Section B6 1 0.71

Section B7 1 0.96

Section B8 1 0.89

Section B9 1 0.91

total steel

6mm bar



Sl No Description Bar Descrip.Dia of

bars(mm) (No)

Steel calculated is only for general estimation purposes and can not be used for Bar B

FOUNDATION

F1 14 NOS-10 DIA Bothways 10 5

10 5

F2 11 NOS-10 DIA Bothways 10 5

10 5

PLINTH BEAM

PB1

TOP 3-12DIA 12 1

BOTTOM 3-12DIA 12 1

EXTRA AT top 2-12DIA 12 2

RINGS 6-150 c/c 6 6

250

80

400

PB2

TOP 2-12DIA 12 1

BOTTOM 2-12DIA 12 1

EXTRA AT top 2-12DIA 12 2 extra at edges 2-12DIA 12 1

2-12DIA 12 1

RINGS 6-150 c/c 6 2

250

80

400

N

Project Name Drwg. No.

Consultant Drwg. Title

Location Revision



6-150 c/c 6 1

BEAMS

B1 300*450

TOP 3-12DIA 12 1

BOTTOM 3-12DIA 12 1

EXTRA AT top 2-12DIA 12 4

RINGS 6-150 c/c 6 6

250

80

400

Columns

C1, as per section A

long. Reinf 10-16 tor 16 5

+4-20tor 20 5

ties for 1m ties, 8@250C/C 8 5

250

80

400

ties upto +.25-1m ties, 8@250C/C 8 5

diag. ties, 8@250C/C 8 5

C1, as per section B


+4-20tor 20 5



mailto:8@200C/C

mailto:8@200C/C

mailto:8@200C/C

mailto:8@200C/C

mailto:8@200C/C

mailto:8@200C/C

mailto:8@200C/C

mailto:8@200C/C

mailto:8@200C/C

mailto:8@200C/C



C1, upto roof


+4-20tor 20 5

ties for 1m ties, 8@250C/C 8 5

250

80

250


C2 upto plinth 4-16 tor 16 5

4-12tor 12 5

ties upto 00 lvl ties, 8@200C/C 8 5


TOTAL

mailto:8@200C/C

mailto:8@200C/C

mailto:8@200C/C

mailto:8@200C/C

mailto:8@200C/C

mailto:8@200C/C

mailto:8@200C/C

mailto:8@200C/C



Total

Nos

Cut

Length(No) (No) (m) 6 8 10 12 16

ending

- - - -

14 70 1.700 - - 73.423 - -

14 70 1.700 - - 73.423 - -

11 55 1.400 - - 47.509 - -

11 55 1.400 - - 47.509 - -

-

- - - - - - -

- - - - - -

- - - - - -

3 3 21.310 - - - 56.90 -

3 3 21.310 - - - 56.90 -

2 4 2.000 - - - 7.12 -

-

-

18 110 1.460 35.561 - - - -

- - - - - -

- - - - - -

- - - - - -

- - - - - -

- - - - - -

- - - - - -

- - - - - -

3 3 9.040 - - - 24.14 -

3 3 9.040 - - - 24.14 -

2 4 2.000 - - - 7.12 - 2 2 2.350 - -

2 2 1.927 - -

18 37 1.460 11.854 - - - -

- - - - - -

- - - - - -

- - - - - -

- - - - - -

os Wt (kg) Diameter wise

Qty take-

Date

Checked



8 8 1.460 2.661 - - - -

- - - - - -

- - - - - -

- - - - - -

- - - - - -

- - - - - -

- - - - - -

- - - - - -

3 3 21.310 - - - 56.90 -

3 3 21.310 - - - 56.90 -

2 8 2.000 - - - 14.24 -

- - - - -

18 110 1.460 35.561 - - - -

- - - - - -

- - - - - -

- - - - - - - - - - - -

- - - - - -

- - - - - -

- - - - - -

- - - - - -

- - - - - -

10 50 1.000 - - - - 79.00

4 20 1.000 - - - - -

-

4.000 20 1.460 - 11.534 - - -

- - - -

- - - - - -

- - - - - -

- - - - - -

- - - - - -

- - - - - -

3.700 19 0.960 - 7.015 - - -

3.700 19 0.740 - 5.408 - - -

- - - - - - - - - - - -

- - - - - -

6 30 1.125 - - - - 53.33

4 20 1.125 - - - - -

- - - - - -

3.700 19 1.460 - 10.669 - - -

3.700 19 0.960 - 7.015 - - -



- - - - - -

- - - - - -

- - - - - -

4 20 3.050 - - - - 96.38

4 20 3.050 - - - - -

- - - - - -

13.200 66 1.160 - 30.241 - - -

- - - - - -

- - - - - -

- - - - - -

- - - - - -

- - - - - -

- - - - -

13.200 66 0.740 - 19.292 - - -

- - - - -

- - - - -

4 20 2.125 - - - - 67.15

4 20 2.125 - - - 37.83 -

7 34 1.160 - 15.350 - - -

7 34 0.740 - 9.792 - - -

- - - - - -

116.316 241.864 342.17 295.86



Qty Remarks

20 25 32 (Kg) (if any)

- - - -

- - - 73.42

- - - 73.42

- - - 47.51

- - - 47.51

- - - -

- - - -

- - - -

- - - 56.90

- - - 56.90

- - - 7.12

- - - -

- - - -

- - - -

-

- - - -

- - - -

- - - -

- - - -

- - - 24.14

- - - 24.14

- - - 7.12 - - - -

- - - -

- - - -

- - - -

- - - -

- - - -

- - - -

Break up

off by

by



- - - -

- - - -

- - - -

- - - 96.38

150.37 - - 150.37

- - - -

- - - 30.24

- - - -

- - - -

- - - -

- - - -

- - - -

- - - -

- - - 19.29

- - - -

- - - -

- - - 67.15

- - - 37.83

- - - 15.35

- - - 9.79

- - - -

255.13 - - 1,251.33 -

add 2% for laps and 3 % FOR WASTAGES

1,314



10.1 : Structural steel work in single section

fixed with or without connecting plate

including cutting, hoisting, fixing in

position and applying coat of approved

steel primer all complete.

Description Unit Quantity

Details of cost for one quintal

Materials

Steel = 1.00q

Add wastage @ 15%

1.15q

Steel quintal 1.15

Carriage tonne .105

Labour:Fitter (Grade I) day .5

Blacksmith 2nd class day .75

Beldar day 1.

(A) Priming cost-(Rate vide sqm 3.

item no. 13.50.3 finishing)

Sundries L.S 34.1055

TOTAL

Add 1% for water charges on all except ‘A’

TOTAL

Add 15% for contractor’s profit and

overheads on all except ‘A”

Cost of 1 qunital

Cost of 1 kg.

SS bench

2370 mm length x 500mm wide

Material Rate

kg length kg/m kg

125mm NB pipe , 4.5mm thk. 2.37 15 35.55

65mm NB pipe , 4.5mm thk. 2.37 7.93 18.79

insert plate thk.

2 0.3 0.3 0.01 14.13

MS flat 25x4mm thk

2 0.025 2.37 0.004 3.7209



S. No Description

1 EARTH WORKEarth work in excavation by mechanical means (Hydraulic

excavator/manual means) including disposal of excavated earth, lead

upto 50m and lift upto 1.5m; disposed earth to be levelled and neatly

dressed

1.1 In all kinds of soils - soft, hard

a) Depth upto 1.5 mtr

b) Extra for additional lift of 1.5m or part thereof

c) Hard Rock without blasting upto 1.5 mtr

d) Extra for additional lift of 1.5m or part thereof

1.2

Filling in plinth or wherever called for as per directions of the Engineer-in

charge , in layers not exceeding 150mm thick (compacted) including

watering, ramming, consolidating and dressing etc.

a)Soling with stone aggregates upto 40mm size including watering

ramming consolidating and filling voids with fine sand etc complete.

b)With river sand brought from outside including loading, unloading and

handling

1.3

BackFilling available excavated earth ( excluding rock ) in sides of

foundations upto plinth in layers not exceeding 20cms. In depth,

compacting each deposited layer by ramming after watering with lead

upto 50cm and lift upto 1.5m including cost of all labour complete as per

specifications

1.4

Providing and injecting,chemical emulsion for Pre-constructional Anti

termite Treatment creating continous chemical barrier under and around

the column pits, walls, trenches, basement excavation, top surface of

plinth filling, junction of wall and floor, along the external perimeter of

building, expansion joints, over the top of pipes and conduits, with

chloropyriphos emulsifiable concentrates of 20% concentration, including

the cost of chemical, diluting in water to one percent concentration ,

labour, HOM of equipments all complete as per specifications. Onlyplinth area shall be measured

TOTAL TO SUMMARY

2 CONCRETE WORKS

Construction of BUS Stop

at ZGC

ESTIMATE FOR CIVIL WORKS

All the rates should be inclusive of scaffolding, curing at all levels and heigh



2.1

Providing & laying PCC in foundation 1:4:8 (1 cement : 4 coarse sand : 8

graded stone aggregate 40mm nominal size) including cost of

centering, shuttering, mechanically mixing, vibrating, curing etc.

complete as per the drawings and the directions of Engineer- In-charge

2.2

Providing & laying Lean concrete 1:3:6 (1 cement : 3 coarse sand : 6

graded stone aggregate 20 mm nominal size) in foundation and plinthncluding cost of centering, shuttering, mechanically mixing, vibrating,

curing etc. complete as per the drawings and the directions of Engineer-

In-charge

2.3

Providing & laying cement concrete M 25 excluding cost of centering,

shuttering and reinforcement but including mechanically mixing,

vibrating, curing etc. complete as per the drawings and the directions of

Engineer- In-charge

a)In Sub- structure ( Till Plinth Lvl. Top) - Foundations, Plinth beams

Column etc.

b)In Superstructure ( Above Plinth lvl) - Columns, Beams, Slabs, staircase,steps Lintel, chajja etc.

2.4

Providing & Laying reinforcements ribbbed tor/ TMT Bars of various

diameters of various gradeconforming to IS code 1786 - 2008 for

reinforced concrete work at all Height/ Levels including cutting, bending,

binding with annealed 18G MS binding wire, placing in position as IS

2502

a) Fe 500D

2.5Providing centering & shuttering including strutting and propping etc. and

removal of form work at all depths, heights and shapes

a)In Sub- structure ( Till Plinth Lvl. Top) - Foundations, Plinth beams

Column etc.

b)In Superstructure ( Above Plinth lvl) - Columns, Beams, Slabs, Lintel,

chajja etc.

TOTAL TO SUMMARY

3 MASONARY WORKS

3.1

Providing and laying Solid Concrete block masonary of crushing strength

4 Mpa 200 & 300mm thk. in CM 1:4 (1 cement :4 coarse sand) at all

floors and levels. The rate shall include scaffolding & curing etc.complete. The work shall be done in acordance with IS 2185 - Part1

and as per the drawings and the directions of Engineer- In-charge

.

4 FLOORING WORKS



4.1

Providing and fixing 20mm thk, prepolished Shahderali Stone in coping

laid over base of 20mm thk in CM 1:4 & joints neatly finished with

cement of matching colour including chamfering and polishing of edges

etc. as per drawing. (Rate shall include chamfering, levelling and

polishing of edges) Basic Rate - Rs. 625/ sq.m

4.2

Providing and laying at or near ground level factory made kerb stone of

M-25 grade cement concrete in position to the required line, level andcurvature, 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 5mm), including making

drainage. The rate shall be inclusive of providing and laying PCC 1:4:8

including centering.

4.3

Providing and fixing 80mm thk. M30 Concrete pavers made by block

making machine with strong vibratory compaction and of approved size,

design and colour, pattern laid over compacted bed of 50mm thick

course sand cushion laid to required slope. levels and filling the joints

with coarse sand. Basic Rate - Rs. 755/ sq.mTOTAL TO SUMMARY

5 FINISHING WORKS

Note: -Plastering rates shall include hacking surfaces, corner guards.

For painting works the specification as manufacturer shall be final which

includes sand paper, illusion sealer , primer etc.

5.3

Providing and fixing of wall cladding using 20mm thick Granite in CM 1:3

proportion cut to required shape, pattern, grooves ( as shown in the

drawings ) finished with cement mortar using white cement and color

pigments to match the colour of stone slab making through joinitngthrough sealing all height and levels including curing etc. all complete,

Basic cost Rs. 1800/sq.m

TOTAL TO SUMMARY

6 STEEL AND RAILING WORKS

Note: The contractor shall submit fabrication drawings and sample for all

the work involved based on construction drawings (that may be issued

during construction period) for approval. The fabrication work shall start

only after approval of the fabrication drawings. Any change required in

the fabrication drawings shall be carried out at no extra cost. All quoted

items shall be inclusive of making and approval of fabrication drawings,snap beadings, gasket, hold fast, cleats, patch fiitngs, pins , self

adhesive non staining tapes for protection,etc.

6.1

Providing and fixing mild steel work in built up sections / framed work

including cutting, hoisting, fixing in position using structural steel etc. as

given in the drawings. The rate shall be inclusive of welding, applying

two coats of approved ICI red oxide steel primer, providing and fixing

nut, bolts etc. all complete etc



6.2

Providing and fixing SS Bench made up of 2mm thk. Perforated SS

sheet welded on 125mm NB and 50mm NB MS pipe. The rate shall be

inclusive of MS plates, flats, SS sheet all complete. The contractor shall

submit shop drawings before the start of work.

TOTAL TO SUMMARY



Qty Unit Rate Amount in Rs.

34.87 Cum 225 7,846.75

RO Cum 50

6.15 Cum 800 4,923.45

RO Cum 120

14.39 Cum 1194 17,176.41

14.39 Cum 930 13,378.61

Cum 80 0.00

Sq.m 145 0.00

43,325.21

t



5.22 Sq.m 1100 5,738.70

46.481 metre 500 23,240.50

95.90 Sq.m 1230 117,961.92

146,941.12

65.01 Sq.m 3500 227,535.00

227,535.00

2400 kg 400 960,000.00



Bus Stop Costing

Aluminium Sheet

2mmSS Sheet

Other items as per BOQ Rs. 770,000.00 Rs. 770,000.00

Signages Rs. 88,000.00 Rs. 88,000.00

LED Rs. 100,000.00 Rs. 100,000.00

MS Frame work Rs. 1,080,000.00 Rs. 1,080,000.00

Sheeting Rs. 955,000.00 Rs. 3,140,000.00

Rs. 2,993,000.00 Rs. 5,178,000.00

add for approx. taxes @

12.5+4.944 -- 18 %Rs. 488,340.00 Rs. 881,640.00

Rs. 3,201,340.00 Rs. 5,779,640.00



VM Zinc

Rs. 770,000.00

Rs. 88,000.00

Rs. 100,000.00

Rs. 1,080,000.00

Rs. 1,631,818.18

Rs. 3,669,818.18

Rs. 610,167.27

Rs. 3,999,985.45

bus stop rev

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