b.o.q for gangavaram structural
TRANSCRIPT
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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
Co-Eff Description Unit Rate Amount Remarks
1.02 Cost of the concrete- M35 grade Cum 4750.00 4845.00 2% wastage
1.00 Labour charges for laying Cum 1000.00 1000.00
1.00 Vibration charges Cum 50.00 50.00
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
water & Electricity 6043.50 3.00% 181.31
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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Co-Eff Description Unit Rate Amount Remarks
1.02 Cost of the concrete- M35 grade Cum 4750.00 4845.00 2% wastage
1.00 Labour charges for laying Cum 800.00 800.00
1.00 Vibration charges Cum 50.00 50.00
1.00 Curing Cum 30.00 30.00
Sub - Total 5725.00
Add 2% for Tools and Tackles 5725.00 2% 114.50
Sub - Total 5839.50
water & Electricity 5839.50 3.00% 175.19
6014.69
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 1200.00 1200.00
1.00 Vibration charges Cum 50.00 50.00
1.00 Curing Cum 30.00 30.00
Sub - Total 5487.50
Add 2% for Tools and Tackles 5487.50 2% 109.75
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
Co-Eff Description Unit Rate Amount Remarks
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
Add 2% for Tools and Tackles 62950.00 2% 1259.00
Sub - Total 64209.00
water & Electricity 64209.00 3.00% 1926.27
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
Co-Eff Description Unit Rate Amount Remarks
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
Add 2% for Tools and Tackles 330.00 2% 6.60
Sub - Total 336.60
water & Electricity 336.60 3.00% 10.10
346.70
Co-Eff Description Unit Rate Amount Remarks
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
Add 2% for Tools and Tackles 355.00 2% 7.10
Sub - Total 362.10
water & Electricity 362.10 3.00% 10.86
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
Co-Eff Description Unit Rate Amount Remarks
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
Add 2% for Tools and Tackles 650.00 2% 13.00
Sub - Total 663.00
water & Electricity 663.00 3.00% 19.89
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
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 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
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 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
Laying reinforced cement concrete of grade
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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SL.NO DESCRIPTION UNIT QTY RATE AMOUNT
g)Staircase (M25) Cum 4.6 5,885.17 27072
1.4
Laying reinforced cement concrete of grade
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
1.5
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 all
depths as per specification and as directed by
the Engg.in.charge but excluding the cost of
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
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 all
depths as per specification and as directed by
the Engg.in.charge but excluding the cost of
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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SL.NO DESCRIPTION UNIT QTY RATE AMOUNT
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
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.+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
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.+12'0" to 24'0" lvl 0
a)Ptslabs & Drops,tiebeam M.T 17 66,185.27 1125150
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
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.+24'0" to 36'0" lvl 0
a)Ptslabs & Drops,tiebeam M.T 17 66,235.27 1126000
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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SL.NO DESCRIPTION UNIT QTY RATE AMOUNT
2.4
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.+36'0" to 48'0" lvl0
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SL.NO DESCRIPTION UNIT QTY RATE AMOUNT
a)Ptslabs & Drops,tiebeam M.T 17 66,285.27 1126850
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
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.+48'0" to 60'0"lvl 0
a)Ptslabs & Drops,tiebeam M.T 17 66,335.27 1127700
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
2.6
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.+60'0" to 72'0"lvl 0
a)Ptslabs & Drops,tiebeam M.T 17 66,385.27 1128550
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
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. +0' to 12"0" 0
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SL.NO DESCRIPTION UNIT QTY RATE AMOUNT
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
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. +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
g)Staircase Sqm 29 422.96 12266
3.3
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. +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
g)Staircase Sqm 29 472.96 13716
3.4
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. +36'0" to 48'0" lvl
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SL.NO DESCRIPTION UNIT QTY RATE AMOUNT
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
g)Staircase Sqm 29 522.96 15166
3.5
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. +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
g)Staircase Sqm 29 572.96 16616
3.6
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. +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
g)Staircase Sqm 29 622.96 18066
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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SL.NO DESCRIPTION UNIT QTY RATE AMOUNT
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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