B.O.Q for Gangavaram Structural

7/29/2019 B.O.Q for Gangavaram Structural

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S NO DESCRIPTION UNIT NO L B QUANTITY REMARKS

1

AREA OF EACH

FLOOR SFT 1 139.375 69.375 9669.1406

DEDUCT OPENINGS SFT -1 17.625 10.0416 -176.9832

LIFT SFT -1 6.25 5.75 -35.9375

LIFT SFT -2 6.25 7.375 -92.1875

9364.03

FOR 6 SLABS SFT 56184.00

56184

AREA STATEMENT FOR THE GANGAVRAM PORT ADMIN BUILDING


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MATERIAL RATES

AS PER RMC

M-25 CUM 4125

M-35 CUM 4750

Co-Eff Description Unit Rate Amount Remarks

1.02 Cost of the concrete- M25 grade Cum 4125.00 4207.50 2% wastage

1.00 Labour charges for laying Cum 1000.00 1000.00

1.00 Curing Cum 30.00 30.00

1.00 Vibration charges Cum 50.00 50.00

Sub - Total 5287.50

Add 2% for Tools and Tackles 5287.50 2% 105.75Sub - Total 5393.25

water & Electricity 5393.25 3.00% 161.80

5555.05





1.00 Curing Cum 30.00 30.00

Sub - Total 5925.00

Add 2% for Tools and Tackles 5925.00 2% 118.50

Sub - Total 6043.50


6224.81

12 to 24 ft level 6274.81

24 to 36 ft level 6324.81

36 to 48 ft level 6374.81

48 to 60 ft level 6424.81

60 to 72 ft level 6474.81

5% Extra on labour

charges for each floor

ITEM-1.2 C & E Slabs

lafarge quotation

lafarge quotation

ITEM-1- BEAMS TO SUPPORT FLOATING COLUMNS

ITEM-1.2 A,B, D & F pt beams, drops Beams, RCC beams & columns


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1.00 Curing Cum 30.00 30.00

Sub - Total 5725.00


Sub - Total 5839.50


6014.69





1.00 Curing Cum 30.00 30.00

Sub - Total 5487.50


Sub - Total 5597.25

water & Electricity 5597.25 3.00% 167.925765.17

12 to 24 ft level 5825.17

24 to 36 ft level 5885.17

36 to 48 ft level 5945.17

48 to 60 ft level 6005.17

60 to 72 ft level 6065.17


1.05 Cost of steel MT 55000.00 57750.00 Including 5% wastage

1.00 Transportation - considering 5km MT 500.00 500.00

10.00 Binding Wire Kg 70.00 700.00

ITEM-1.2 G Staircase

5% Extra on labour

charges for each floor

ITEM-2 REINFORCEMENT


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1.00

Labour Charges bending, binding

& fixing MT 4000.00 4000.00

Sub - Total 62950.00


Sub - Total 64209.00


66135.27

12 to 24 ft level 66185.27

24 to 36 ft level 66235.27

36 to 48 ft level 66285.27

48 to 60 ft level 66335.27

60 to 72 ft level 66385.27


1.00 L/C beam shuttering Sqm 150.00 150.00

1.00 Material Charges Sqm 150.00 150.00

1.00 Consumables Sqm 20.00 20.00

1.00 Plant & machinery Sqm 10.00 10.00

Sub - Total 330.00


Sub - Total 336.60


346.70


1.00 L/C for shuttering Sqm 150.00 150.00

1.00 Material Charges Sqm 130.00 130.00

1.00 Material for Staging Sqm 50.00 50.00

1.00 Consumables Sqm 20.00 20.00

1.00 Plant & machinery Sqm 5.00 5.00

Sub - Total 355.00


Sub - Total 362.10


Extra Rs.50/MT for each

floor for lifting charges

ITEM-3 SHUTTERING - BEAMS SUPPORTING FLOATING COLUMNS

ITEM-3 SHUTTERING FOR OTHERS


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372.96

12 to 24 ft level 422.96

24 to 36 ft level 472.96

36 to 48 ft level 522.96

48 to 60 ft level 572.96

60 to 72 ft level 622.96


1.00 Post tensioning works Sqm 500.00 500.00

( Utracon Quote

425+taxes)

1.00 Cement for grouting Sqm 100.00 100.00

1.00 Material for Staging Sqm 50.00 50.00Sub - Total 650.00


Sub - Total 663.00


682.89

Extra Rs.50 for each floor

for lifting charges

POST TENSIONING


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SL.NO DESCRIPTION UNIT QTY RATE AMOUNT

1

Laying reinforced cement concrete of grade

M25 / M35 / M40 (Design mix) with 20mm

graded machine crushed blue coarse ordinary

Portland cement, for all types of works below

basement floor slab. All depths as per

specification and as directed by the

Engg.in.charge but excluding the cost of

reinforcement steel. All other works up toplinth lvl

a) Beams to support floating columns(M25) Cum 55.00 5,555.05 305528

1.1


M25 / M35 / M40(Design mix) with 20mm


Portland cement, for all types of works above

basement floor . All depths as per specification

and as directed by the Engg.in.charge but

excluding the cost of reinforcement steel. All

other works above + 0' to 12'0' lvl. 0

a)Pt beam(M35) Cum 1.50 6,224.81 9337

b)Drops (M35) Cum 22.00 6,224.81 136946c)Pt Slab (M35) Cum 169.00 6,014.69 1016483

d)RCCbeams (M35) Cum 32.00 6,224.81 199194

e)RCC Slab (M35) Cum 3.80 6,014.69 22856

f) Columns (M35) Cum 38.50 6,224.81 239655

g)Staircase (M25) Cum 4.6 5,765.17 26520

1.2


M25 / M35 / M40(Design mix) with 20mm


Portland cement, for all types of works above

plinth. All depths as per specification and as

directed by the Engg.in.charge but excluding

the cost of reinforcement steel. All other works

above 12'0"' to +24'0" lvl 0

a)Pt beam(M35) Cum 1.50 6,274.81 9412

b)Drops (M35) Cum 22.00 6,274.81 138046

c)Pt Slab (M35) Cum 169.00 6,014.69 1016483

d)RCCbeams (M35) Cum 32.00 6,274.81 200794

e)RCC Slab (M35) Cum 3.80 6,014.69 22856

f) Columns (M35) Cum 38.50 6,274.81 241580

g)Staircase (M25) Cum 4.6 5,825.17 26796

1.3


M25 / M35 / M40 for P.T. Slabs & R.C.C

beams (Design mix) with 20mm graded

machine crushed blue coarse ordinary Portland

cement, for all types of works above plinth

(double ht). All depths as per specification and

as directed by the Engg.in.charge but excluding

the cost of reinforcement steel. All other works

from 24' 0" to +36'0" lvl 0

a)Pt beam(M35) Cum 1.50 6,324.81 9487

b)Drops (M35) Cum 22.00 6,324.81 139146

c)Pt Slab (M35) Cum 169.00 6,014.69 1016483

d)RCCbeams (M35) Cum 32.00 6,324.81 202394

e)RCC Slab (M35) Cum 3.80 6,014.69 22856

f) Columns (M35) Cum 38.50 6,324.81 243505

QUANTITIES FOR DEVELOPEMNT OF PORT FACILITIES AT PORT


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g)Staircase (M25) Cum 4.6 5,885.17 27072

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M25 / M35 / M40 for P.T. Slabs & R.C.C

beams (Design mix) with 20mm graded

machine crushed blue coarse ordinary Portland

cement, for all types of works above plinth . All

depths as per specification and as directed by

the Engg.in.charge but excluding the cost of

reinforcement steel. All other works from 36'

0" to +48'0" lvl 0

a)Pt beam(M35) Cum 1.50 6,374.81 9562

b)Drops (M35) Cum 22.00 6,374.81 140246

c)Pt Slab (M35) Cum 169.00 6,014.69 1016483

d)RCCbeams (M35) Cum 32.00 6,374.81 203994

e)RCC Slab (M35) Cum 3.80 6,014.69 22856

f) Columns (M35) Cum 38.50 6,374.81 245430

g)Staircase (M25) Cum 4.6 5,945.17 27348

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Portland cement, for all types of works all



reinforcement steel. All other works from

+48'0" to 60'0" lvl 0

a)Pt beam(M35) Cum 1.50 6,424.81 9637

b)Drops (M35) Cum 22.00 6,424.81 141346

c)Pt Slab (M35) Cum 169.00 6,014.69 1016483

d)RCCbeams (M35) Cum 32.00 6,424.81 205594

e)RCC Slab (M35) Cum 3.80 6,014.69 22856

f) Columns (M35) Cum 38.50 6,424.81 247355

g)Staircase (M25) Cum 4.6 6,005.17 27624

1.6




Portland cement, for all types of works all



reinforcement steel. All other works from

+60'0" to 72'0" lvl0

a)Pt beam(M35) Cum 1.50 6,474.81 9712

b)Drops (M35) Cum 22.00 6,474.81 142446

c)Pt Slab (M35) Cum 169.00 6,014.69 1016483

d)RCCbeams (M35) Cum 32.00 6,474.81 207194

e)RCC Slab (M35) Cum 3.80 6,014.69 22856f) Columns (M35) Cum 38.50 6,474.81 249280

g)Staircase (M25) Cum 4.6 6,065.17 27900

h)Lmr&Hrm Cum 18.00 6,474.81 116547

i)O.H.T Cum 45.00 6,474.81 291366


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2

Fixing in position following reinforcement steel

of all diameters, for RCC including the same

from Owner's stores to site of work,

straightening, cleaning, cutting, bending to

shapes and length as per details, binding with

black soft anneled binding wire, providing

cover blocks to steel supports and spacers bars

etc., complete for all depths and heights as per

specifications up to plinthlvl0a) Beams to support floating columns M.T 9.7 66,135.27 641512

2.1









specifications.+0'0" to 12'0"0

a)Ptslabs & Drops,tiebeam M.T 17 66,135.27 1124300

b)RCCbeams M.T 10.00 66,135.27 661353

c)RCC Slab M.T 0.30 66,135.27 19841

d) Columns M.T 9.80 66,135.27 648126

e)Staircase M.T 0.5 66,135.27 33068

2.2









specifications.+12'0" to 24'0" lvl 0


b)RCCbeams M.T 10.00 66,185.27 661853

c)RCC Slab M.T 0.30 66,185.27 19856

d) Columns M.T 9.80 66,185.27 648616

e)Staircase M.T 0.5 66,185.27 33093

2.3









specifications.+24'0" to 36'0" lvl 0


b)RCCbeams M.T 10.00 66,235.27 662353

c)RCC Slab M.T 0.30 66,235.27 19871

d)Columns M.T 9.80 66,235.27 649106

e)Staircase M.T 0.5 66,235.27 33118


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2.4









specifications.+36'0" to 48'0" lvl0


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b)RCCbeams M.T 10.00 66,285.27 662853

c)RCC Slab M.T 0.30 66,285.27 19886

d)Columns M.T 9.80 66,285.27 649596

e)Staircase M.T 0.5 66,285.27 33143

2.5









specifications.+48'0" to 60'0"lvl 0


b)RCCbeams M.T 10.00 66,335.27 663353

c)RCC Slab M.T 0.30 66,335.27 19901

d)Columns M.T 9.80 66,335.27 650086

e)Staircase M.T 0.5 66,335.27 33168

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specifications.+60'0" to 72'0"lvl 0


b)RCCbeams M.T 10.00 66,385.27 663853

c)RCC Slab M.T 0.30 66,385.27 19916

d)Columns M.T 9.80 66,385.27 650576

e)Staircase M.T 0.5 66,385.27 33193

h)Lmr&Hrm M.T 2 66,385.27 132771

i)O.H.T M.T 4 66,385.27 232348

3.0

Installing, dismantling and removing after

specific period the following form work (of

approved quality to give a fair and smooth

exposed concrete finish including scaffolding,

centering, bracing, providing openings, cutouts,

pockets etc., complete in all types of cast-in-

situ concrete works) as per specifications,

drawings and as directed by the Engineer-in-

charge. up to plinth lvl. 0

a) Beams to support floating columns Sqm 135.00 346.70 46805

3.1









charge. +0' to 12"0" 0


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a)Pt beam Sqm 2.50 372.96 932

b)Drops Sqm 37.00 372.96 13800

c)Pt Slab Sqm 825.00 372.96 307692

d)RCCbeams Sqm 203 372.96 75711

e)RCC Slab Sqm 21.50 372.96 8019

f) Columns Sqm 332.00 372.96 123823

g)Staircase Sqm 29 372.96 10816

3.2









charge. +12'0" to +24'0" lvl 0

a)Pt beam Sqm 2.50 422.96 1057

b)Drops Sqm 37.00 422.96 15650

c)Pt Slab Sqm 825.00 422.96 348942

d)RCCbeams Sqm 203 422.96 85861

e)RCC Slab Sqm 21.5 422.96 9094

f) Columns Sqm 332.00 422.96 140423


3.3









charge. +24'0" to 36'0" lvl 0

a)Pt beam Sqm 2.50 472.96 1182

b)Drops Sqm 37.00 472.96 17500

c)Pt Slab Sqm 825.00 472.96 390192

d)RCCbeams Sqm 203 472.96 96011

e)RCC Slab Sqm 21.5 472.96 10169

f) Columns Sqm 332.00 472.96 157023


3.4









charge. +36'0" to 48'0" lvl


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a)Pt beam Sqm 2.50 522.96 1307

b)Drops Sqm 37.00 522.96 19350

c)Pt Slab Sqm 825.00 522.96 431442

d)RCCbeams Sqm 203 522.96 106161

e)RCC Slab Sqm 21.5 522.96 11244

f) Columns Sqm 332.00 522.96 173623


3.5









charge. +48'0" to 60'0" lvl 0

a)Pt beam Sqm 2.50 572.96 1432

b)Drops Sqm 37.00 572.96 21200

c)Pt Slab Sqm 825.00 572.96 472692

d)RCCbeams Sqm 203 572.96 116311

e)RCC Slab Sqm 21.5 572.96 12319

f) Columns Sqm 332.00 572.96 190223


3.6









charge. +60'0" to 72'0" lvl 0

a)Pt beam Sqm 2.50 622.96 1557

b)Drops Sqm 37.00 622.96 23050

c)Pt Slab Sqm 825.00 622.96 513942

d)RCCbeams Sqm 203 622.96 126461

e)RCC Slab Sqm 21.5 622.96 13394

f) Columns Sqm 332.00 622.96 206823


h)Lmr&Hrm Sqm 140.00 622.96 87214

i)O.H.T Sqm 325.00 622.96 202462

4 Post tensioning works: Supply and installation

of post-tensioning materials, including strand,

anchorages and sheathing.Stressing of tendons,

including the supply of stressing

equipment.Grouting of tendons, including the

supply of grouting equipment. Preparation of

post-tensioning shop drawings 0

First floor(+12'0"lvl) sqm 825.00 682.89 563384

Second floor(+24'0"lvl) sqm 825.00 682.89 563384

Third floor(+36'0"lvl) sqm 825.00 682.89 563384

Fourth floor(+48'0"lvl) sqm 825.00 682.89 563384

Fifth floor(+60'0"lvl) sqm 825.00 682.89 563384

Sixth floor(+72'0"lvl) sqm 825.00 682.89 563384

-


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5 Existing concrete breaking for

suspendedslab,columns and lifpits. Remove the

debries from construction site deposted in

location directed by the Engineer Incharge. L.S L.S L.S

-

6 Construction of newpiles and pile caps are as

per drawings. L.S L.S L.S

-

Note:

TOTAL AMOUNT Rs 34,698,009

1)PT quote is taken from PT vendor quote attcahed

2)Sump is not consider

3)Quantities of structural works are calculated with 10% wastage.


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Offer for Construction of Buidling for Gangavaram Port Ltd

Bill of Quantities

Item No. Description Unit Qty. Rate(Rs.) Amount(Rs.)

1

Construction of RCC superstructure(frame work only) for a ground

plus five floor building inclusive of all materials,excluding the design

and cost of foundation ,brickwork,flooring, engineering -services and

interior works etc. Sft 56184 618 34698009

NOTE:

1 VAT & Service Tax extra, if applicable.

2 Rate is only for skeleton RCC Structure.

3 No Brick walls, no plastering and no flooring.

4 Total building floor area will be of 56184 Sft

5 Floor to floor Height considered as 12fts only

6

The above price based on the Quantities given by you , any revision in

the quantities/drawings extra price will be charged for additional

scope of work

7 Rate excluding glazing works8 Space for labour,material storage shall be provided by client


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56184 SFT

COST PER SFT OF ALL THE ITEMS

N DESCRIPTION UNIT

TOTAL

QUANTITY

SANTHOS

H SYAM

TOTAL BUILT UP AREA

TOTAL AMOUNT


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1 CONCRETE CUM 1746.40 10694021 12204306

2 STEEL MT 240.80 15954947 18719792

3 SHUTTERING SQM 9300 4668733 5208000

TOTAL

4 POST TENSINOING SQM 4950 3380304

GRAND TOTAL 34698005


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B.O.Q for Gangavaram Structural

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Transcript of B.O.Q for Gangavaram Structural