Saraswati Construction Company

Engineers & Contractor (M) 9310858518

M/s
Noida Sector -110

ABSTRACT
Item Previous Bill This Bill Total
Item Description Unit Rate Previous Bill Amount This Bill Amount Total Amount
code Quantity Quantity Quantity
1 EXCAVATION AND REFILLING WORK
1(a) Earth work in excavation in trench. Footing etc not exceeding in
depth 3.0 mtrs. Including disposal of excavated earth lead up to cum 554.399 554.40 200.00 110,879.82 110,879.82
30.00mtrs.
2 (b) Refilling of excavated earth or earth supplied by client, Spreading

in trench in layers not exceeding 300mm in depth, consoliddating cum 636.139 636.14 110.00 69,975.24 69,975.24

each deposited layer by ramming and watering lead up to 30.0m

2 CEMENT CONCRETE WORK - -
2 (a) Providing and laying in position cement concrete 1:4:8(PCC),
cum 36.885 36.88 5600.00 206,555.19 206,555.19
Excluding cost of shuttering (stoneaggregate 20mm nominal size)
2 (b) Floor PCCC cum 30.353 30.35 5600.00 169,978.84 169,978.84
2 (c) Providing and laying in position reinforcement cement concrete
1:1.5:3 Or 1:1:2 in footing, Retaing wall, lintel beam, slab , stair
cases, shelves, Fascia, louvers etc complet using 20mm stone cum 284.785 284.78 7200.00 2,050,450.75 2,050,450.75
aggrigate and down size ( the above excludes shuttering , Reinforce
ment )
2 (d ) DPC work sqm 19.698 19.70 1200.00 23,637.47 23,637.47
3 SHUTTERING (FORM WORK) - - -
3 (a) Centring and shuttering including strutting,propping etc. and removal of
from work in footing, RCC wall, roof landing, balcony columns Plinth
sqm 1,580.614 1,580.61 750.00 1,185,460.29 1,185,460.29
beam lintel stair etc. (from foundation to plinth and plinth above 3.0m
height)
4 REINFORCEMENT STEEL - -
4 (a) Providing & supplying for steel reinforcement for RCC work including
straighting cutting and bending, Placing in position all dia including MT 38.610 38.61 74000.00 2,857,165.68 2,857,165.68
binding wire.
5 Brick work - - -

Page No. 1 of 14 Abstract/ 816102594.xlsx

 ABSTRACT
Item Previous Bill This Bill Total
Item Description Unit Rate Previous Bill Amount This Bill Amount Total Amount
code Quantity Quantity Quantity

Providing and laying first class Brick Masonry in CM 1:5 in Super Structure (above FFL)
level using approved quality Chamber bricks or locally available good quality burnt stock
5 (a) bricks having Min. Compressive Strength of 5 N/Sqmm or 50 Kg /sqcm and as approved cum 121.574 121.57 7500.00 911,802.05 911,802.05
by Consultant / Client including raking the joints, curing, scaffolding etc. complete.
(excluding cement)

6 Plaster work - - -

Prepare the surfaces of all internal & External walls at all heights and plaster in cm 1:4,
15mm thick, finished smooth with trowel and sponge and providing 6 mm x 6mm
6 (a) recessed grooves at the junction of all RCC surfaces and brickwork including and sqm 1,343.085 1,343.08 550.00 738,696.72 738,696.72
scaffolding, curing, etc complete. (excluding cement)

Rs. TOTAL AMOUNT 8,324,602.04 8,324,602.04

Page No. 2 of 14 Abstract/ 816102594.xlsx

 Saraswati Construction Company
M/s .
Noida Sector -110
1st RA Bill of Building
Detail of Measurment and Calculated of Quantities
Item L B D
Item Description Unit No. No. Quantity Remark
code (meter) (meter) (meter)
1 EXCAVATION AND REFILLING WORK
1(a) Earth work in excavation in trench. Footing etc

not exceeding in depth 3.0 mtrs. Including

disposal of excavated earth lead up to 30.00mtrs.

Grid A,D/1-7 cum 2 1 27.996 3.500 1.800 352.750
Grid 1,7/A-D cum 2 1 9.500 3.500 1.800 119.700
Staircase 1A/B-D cum 1 1 10.817 3.500 1.800 68.147
Lift area offset cum 1 1 1.800 4.260 1.800 13.802
TOTAL Qty 554.399

Refilling of excavated earth or earth supplied by

client, Spreading in trench in layers not exceeding
300mm in depth, consoliddating each deposited
2 (b) layer by ramming and watering lead up to 30.0m

Grid A,D/1-7 cum 2 1 27.996 3.500 1.800 352.750

Grid 1,7/A-D cum 2 1 9.500 3.500 1.800 119.700
Staircase 1A/B-D cum 1 1 10.817 3.500 1.800 68.147
Lift area offset cum 1 1 1.800 4.260 1.800 13.802
PCC Below Footing
Grid A,D/1-7 cum 2 -1 27.996 3.000 0.125 -20.997
Grid 1,7/A-D cum 2 -1 9.500 3.000 0.125 -7.125
Staircase 1A/B-D cum 1 -1 10.817 3.000 0.125 -4.056
Lift area offset cum 1 -1 1.800 4.260 0.125 -0.958
Grid A, B/1-7, cum 2 -1 21.696 0.500 0.100 -2.170
Grid 1,7/A-D cum 2 -1 10.617 0.500 0.100 -1.062
Staircase Beam cum 1 -1 7.317 0.400 0.100 -0.293
Staircase Beam D, B/1A-1 cum 2 -1 2.800 0.400 0.100 -0.224

RCC in Footing
Grid A, B/1-7, 1,7/A-D cum 17 -1 3.000 3.000 0.300 -45.900
Tapper part cum 17 -1 3.583 0.550 -33.504
Column up to Plinth cum 17 -1 0.400 0.400 0.825 -2.244
Grid 1A/B,C,D cum 3 -1 1.500 1.500 0.300 -2.025
Lift Raft cum 1 -1 4.280 2.760 0.300 -3.544
cum 1 -1 0.400 0.400 1.375 -0.220
Column up to Plinth cum 3 -1 0.300 0.300 1.375 -0.371
Lift RCC Long wall up to Plinth Top cum 2 -1 2.300 0.230 1.375 -1.455
outer side RCC Wall of Lift up to Plinth Top cum 1 -1 1.800 0.230 1.375 -0.569
Inner side RCC Wall of Lift up to Plinth Top cum 1 -1 1.860 0.230 1.375 -0.588
Inner side Lift cum -1 1 2.070 1.800 1.375 -5.123
Back Filling above NGL to Plinth Beam cum 1 1 24.496 12.217 0.700 209.487
cum 1 1 8.217 3.100 0.700 17.831
Plinth Beam
Grid A, B/1-7, cum 2 -1 24.496 0.400 0.400 -7.839
Grid 1,7/A-D cum 2 -1 11.417 0.400 0.400 -3.653
Staircase Beam cum 1 -1 8.217 0.300 0.400 -0.986
Staircase Beam D, B/1A-1 cum 2 -1 2.800 0.300 0.400 -0.672
TOTAL Qty 636.139
2 CEMENT CONCRETE WORK
Providing and laying in position cement concrete
2 (a) 1:4:8(PCC), Excluding cost of shuttering
(stoneaggregate 40mm nominal size)
PCC Below Footing
Grid A,D/1-7 cum 2 1 27.996 3.000 0.125 20.997
Grid 1,7/A-D cum 2 1 9.500 3.000 0.125 7.125
Staircase 1A/B-D cum 1 1 10.817 3.000 0.125 4.056
Lift area offset cum 1 1 1.800 4.260 0.125 0.958
Grid A, B/1-7, cum 2 1 21.696 0.500 0.100 2.170
Grid 1,7/A-D cum 2 1 10.617 0.500 0.100 1.062

Page No. 3 of 14 MB
 Detail of Measurment and Calculated of Quantities
Item L B D
Item Description Unit No. No. Quantity Remark
code (meter) (meter) (meter)
Staircase Beam cum 1 1 7.317 0.400 0.100 0.293
Staircase Beam D, B/1A-1 cum 2 1 2.800 0.400 0.100 0.224
TOTAL
36.885
Qty
2b Floor PCC
Grid 1-7/A-D cum 1 1 24.036 11.757 0.100 28.259
staircase area cum 1 1 7.297 2.87 0.100 2.094
TOTAL
30.353
Qty
2 RCC
2 (b) Providing and laying in position reinforcement
cement concrete 1:1:2 (M25) in footing, Retaing
wall, lintel beam, slab , stair cases, shelves,
Fascia, louvers etc complet using 20mm stone
aggrigate and down size ( the above excludes
shuttering , Reinforce ment )
RCC in Footing
Grid A, B/1-7, 1,7/A-D cum 17 1 3.000 3.000 0.300 45.900
Tapper part cum 17 1 3.583 0.550 33.504
Column up to Plinth cum 17 1 0.400 0.400 1.225 3.332
Grid 1A/B,C,D cum 3 1 1.500 1.500 0.300 2.025
Lift Raft cum 1 1 4.280 2.760 0.300 3.544
cum 1 1 0.400 0.400 2.175 0.348
Column up to Plinth cum 3 1 0.300 0.300 2.175 0.587
Lift RCC Long wall up to Plinth Top cum 2 1 2.300 0.230 2.175 2.301
outer side RCC Wall of Lift up to Plinth Top cum 1 1 1.800 0.230 2.175 0.900
Inner side RCC Wall of Lift up to Plinth Top cum 1 1 1.860 0.230 2.175 0.930
Plinth Beam
Grid A, B/1-7, cum 2 1 24.496 0.400 0.400 7.839
Grid 1,7/A-D cum 2 1 11.417 0.400 0.400 3.653
Staircase Beam cum 1 1 8.217 0.300 0.400 0.986
Staircase Beam D, B/1A-1 cum 2 1 2.800 0.300 0.400 0.672
Column from Plinth Beam to GF cum 14 1 0.400 0.400 4.600 10.304
cum 3 1 0.300 0.300 4.600 1.242
Staircase Beam 1st Landing level cum 1 1 7.317 0.230 0.300 0.505
cum 2 1 2.800 0.230 0.300 0.386
Lintel Beam
Grid A, B/1-7, cum 8 1 3.616 0.230 0.300 1.996
Lift Column up to Slab cum 2 1 0.230 0.230 4.600 0.487
Staircse waist slab up to 1st landing cum 1 1 4.430 1.500 0.125 0.831
1st Landing cum 1 1 3.100 1.800 0.125 0.698
1st Landing to 2nd Landing cum 1 1 4.430 1.500 0.125 0.831
2nd Landing cum 1 1 3.100 1.800 0.125 0.698
First Floor 0.000
Column up to slab cum 14 1 0.400 0.400 3.600 8.064
cum 3 1 0.300 0.300 3.750 1.013
Lift Column up to 2nd Floor level cum 2 1 0.230 0.230 3.750 0.397
RMC Concrete in Slab
Ground Floor
Beam Grid A, D/1-7 cum 2 1 21.696 0.300 0.450 5.858
Beam Grid 1,7/A-D cum 2 1 10.617 0.300 0.450 2.867
Beam Grid B,C/1-7 cum 2 1 23.696 0.300 0.450 6.398
Beam Grid 2,3,4,5,6/A-D cum 5 1 11.417 0.300 0.450 7.706
Lift Beam cum 2 1 2.300 0.230 0.230 0.243
cum 1 1 1.800 0.230 0.230 0.095
slab Grid 1-7/A-D cum 1 1 24.496 14.217 0.150 52.239
First Floor
Beam Grid A, D/1-7 cum 2 1 21.696 0.300 0.450 5.858
Beam Grid 1,7/A-D cum 2 1 10.617 0.300 0.450 2.867
Beam Grid B,C/1-7 cum 2 1 23.696 0.300 0.450 6.398
Beam Grid 2,3,4,5,6/A-D cum 5 1 11.417 0.300 0.450 7.706
Lift Beam cum 2 1 2.300 0.230 0.230 0.243
cum 1 1 1.800 0.230 0.230 0.095
slab Grid 1-7/A-D cum 1 1 24.496 14.217 0.150 52.239
TOTAL Qty 284.785

2 (c ) DPC Work
Grid A, B/1-7, sqm 2 1 24.496 0.230 11.268

Page No. 4 of 14 MB
 Detail of Measurment and Calculated of Quantities
Item L B D
Item Description Unit No. No. Quantity Remark
code (meter) (meter) (meter)
Grid 1,7/A-D sqm 2 1 11.417 0.230 5.252
Staircase Beam sqm 1 1 8.217 0.230 1.890
Staircase Beam D, B/1A-1 sqm 2 1 2.800 0.230 1.288
TOTAL 19.698

3 SHUTTERING (FORM WORK)

3 (a) Centring and shuttering including strutting,propping
etc. and removal of from work in footing, RCC wall,
roof landing, balcony columns Plinth beam lintel stair
etc. (from foundation to plinth and plinth above 3.0m
height)
PCC Below Footing shuttering
Grid A,D/1-7 sqm 2 2 27.996 0.125 13.998
Grid 1,7/A-D sqm 2 2 9.500 0.125 4.750
Staircase 1A/B-D sqm 1 2 10.817 0.125 2.704
Lift area offset sqm 1 2 1.800 0.125 0.450
sqm 1 2 4.260 0.125 1.065
PCC Below Plinth shuttering
Grid A, B/1-7, sqm 2 2 21.696 0.100 8.678
Grid 1,7/A-D sqm 2 2 10.617 0.100 4.247
Staircase Beam sqm 1 2 7.317 0.100 1.463
Staircase Beam D, B/1A-1 sqm 2 2 2.800 0.100 1.120
RCC in Footing shuttering sqm
Grid A, B/1-7, 1,7/A-D sqm 17 4 3.000 0.300 61.200
Column up to Plinth sqm 17 4 0.400 1.225 33.320
Grid 1A/B,C,D sqm 3 4 1.500 0.300 5.400
Lift Raft sqm 1 2 4.280 0.300 2.568
sqm 1 2 2.760 0.300 1.656
sqm 1 4 0.400 2.175 3.480
Column up to Plinth sqm 3 4 0.300 2.175 7.830
Lift RCC Long wall up to Plinth Top sqm 2 2 2.300 2.175 20.010
outer side RCC Wall of Lift up to Plinth Top sqm 1 2 1.800 2.175 7.830
Inner side RCC Wall of Lift up to Plinth Top sqm 1 2 1.860 2.175 8.091
Plinth Beam sqm
Grid A, B/1-7, sqm 2 2 24.496 0.400 39.194
Grid 1,7/A-D sqm 2 2 11.417 0.400 18.267
Staircase Beam sqm 1 2 8.217 0.400 6.574
Staircase Beam D, B/1A-1 sqm 2 2 2.800 0.400 4.480
Column from Plinth Beam to GF sqm 14 4 0.400 4.600 103.040
sqm 3 4 0.300 4.600 16.560
Staircase Beam 1st Landing level sqm 1 2 7.317 0.300 4.390
sqm 2 2 2.800 0.300 3.360
Lintel Beam sqm 0.000
Grid A, B/1-7, , side sqm 8 2 3.616 0.300 17.357
Bottom sqm 8 1 1.800 0.230 3.312
Lift Column up to Slab sqm 2 4 0.230 4.600 8.464
Staircse waist slab up to 1st landing, Bottom sqm 1 1 4.430 1.500 6.645
side sqm 1 2 4.430 0.125 1.108
1st Landing, Bottom sqm 1 1 3.100 1.800 5.580
side sqm 1 2 3.100 0.125 0.775
side sqm 1 2 1.800 0.125 0.450
1st Landing to 2nd Landing, Bottom sqm 1 1 4.430 1.500 6.645
sqm 1 2 4.430 0.125 1.108
2nd Landing , Bottom sqm 1 2 3.100 1.800 11.160
sqm 1 2 3.100 0.125 0.775
sqm 1 2 1.800 0.125 0.450
First Floor sqm 0.000
Column up to slab sqm 14 4 0.400 3.600 80.640
sqm 3 4 0.300 3.750 13.500
Lift Column up to 2nd Floor level sqm 2 4 0.230 3.750 6.900
Ground Floor sqm
Beam Grid A, D/1-7 sqm 2 2 21.696 0.450 39.053
Beam Grid 1,7/A-D sqm 2 2 10.617 0.450 19.111
Beam Grid B,C/1-7 sqm 2 2 23.696 0.450 42.653
Beam Grid 2,3,4,5,6/A-D sqm 5 2 11.417 0.450 51.377
Lift Beam sqm 2 2 2.300 0.230 2.116
sqm 1 2 1.800 0.230 0.828
slab Grid 1-7/A-D, Bootom sqm 1 1 24.496 14.217 348.260
sqm 1 2 24.496 0.150 7.349
sqm 1 2 14.217 0.150 4.265
First Floor sqm 0.000
Beam Grid A, D/1-7 sqm 2 2 21.696 0.450 39.053
Beam Grid 1,7/A-D sqm 2 2 10.617 0.450 19.111
Beam Grid B,C/1-7 sqm 2 2 23.696 0.450 42.653
Beam Grid 2,3,4,5,6/A-D sqm 5 2 11.417 0.450 51.377
Lift Beam sqm 2 2 2.300 0.230 2.116
sqm 1 2 1.800 0.230 0.828

Page No. 5 of 14 MB
 Detail of Measurment and Calculated of Quantities
Item L B D
Item Description Unit No. No. Quantity Remark
code (meter) (meter) (meter)
slab Grid 1-7/A-D, Bootom sqm 1 1 24.496 14.217 348.260
sqm 1 2 24.496 0.150 7.349
sqm 1 2 14.217 0.150 4.265
sqm TOTAL 1580.614
4 Reinforcement

reinforcement of approved quality confirming to IS -

1786 for all RCC works including all height,
cutting,bending & binding with approved 18 Gauge
M.S. annealed binding wire or by welding if required,
with necessary laps, chairs, supports, concrete cover
blocks, laps etc. complete including the cost of
binding wire , Labour etc.complete . The rate shall
include submission of necessary third part test
certificates for supplied lot of steel as per IS & as
demanded by Consultant ., etc .
Complete . (steel provided by client)
8mm 10mm 12mm 16mm 20mm 25mm TOTAL UNIT
as per Approved BBS Sheet 5292.918 13190.791 584.748 2513.009 17028.881 0 38610.347 kg
TOTAL (QTY) in MT 38.610 MT

5 Brick Work

Providing and laying first class Brick Masonry in CM 1:5 in Super

Structure (above FFL) level using approved quality Chamber
bricks or locally available good quality burnt stock bricks having
5 (a) Min. Compressive Strength of 5 N/Sqmm or 50 Kg /sqcm and as
approved by Consultant / Client including raking the joints,
curing, scaffolding etc. complete. (excluding cement)

Ground Floor
Brick work Below DPC
Grid A, B/1-7, cum 2 1 21.696 0.230 0.400 3.992
Grid 1,/A-D cum 2 1 10.617 0.230 0.400 1.954
Staircase Brick work cum 1 1 8.217 0.230 0.400 0.756
Staircase Beam D, B/1A-1 cum 2 1 2.800 0.230 0.400 0.515
Brick work above Floor cum
Grid A, B/1-7, cum 2 1 21.696 0.230 4.150 41.418
Grid 1,/A-D cum 1 1 10.617 0.230 4.150 10.134
Staircase wall cum 1 1 7.317 0.230 4.300 7.237
Lift wall cum 1 2 2.070 0.230 4.600 4.380
cum 1 1 1.800 0.230 4.600 1.904
Deduction Lift Opening wall cum -1 1 1.630 0.230 4.150 -1.556
Staircase Door cum -1 1 1.500 0.230 2.100 -0.725
First Floor
Grid A, B/1-7, cum 2 1 21.696 0.230 3.150 31.438
Grid 1,/A-D cum 1 1 10.617 0.230 3.150 7.692
Staircase wall cum 1 1 7.317 0.230 3.300 5.554
Lift wall cum 1 2 2.070 0.230 3.300 3.142
cum 1 1 1.800 0.230 3.300 1.366
Deduction Lift Opening wall cum -1 1 1.630 0.230 3.150 -1.181
Staircase Door cum -1 1 1.500 0.230 2.100 -0.725
Deduction Door for Chajja cum -2 1 0.750 0.230 2.100 -0.725
Parapit wall cum 2 1 24.496 0.230 0.300 3.380
cum 2 1 11.757 0.230 0.300 1.622
sqm TOTAL 121.574
6 Plaster Work
Prepare the surfaces of all internal & External walls at all heights
and plaster in cm 1:4, 15mm thick, finished smooth with trowel
6 (a) and sponge and providing 6 mm x 6mm recessed grooves at the
junction of all RCC surfaces and brickwork including and
scaffolding, curing, etc complete. (excluding cement)

Ground Floor
Plaster work (Internal )
Grid A, B/1-7, , Long wall sqm 2 1 24.036 4.600 221.131
Grid 1,/A-D, short wall sqm 1 1 11.757 4.600 54.082
Column offset sqm 2 12 0.170 4.600 18.768
Beam offset, Long Beam sqm 2 1 24.036 0.070 3.365
Beam offset, Short Beam sqm 1 1 11.757 0.070 0.823
Deduction staircase Door sqm 1 -1 1.500 2.100 -3.150
Door for wall opening for Toilet sqm 1 -1 0.750 2.100 -1.575
Deduction Lift Door sqm 1 -1 1.630 4.150 -6.765
Plaster Lift area sqm 1 2 2.300 4.750 21.850
sqm 1 2 1.800 4.750 17.100
Plaster work (External)
Grid A, B/1-7, , Long wall sqm 2 1 24.496 4.750 232.712
Grid 1,/A-D, short wall sqm 1 1 12.217 4.750 58.031
staircase wall sqm 1 2 8.217 4.750 78.062
side sqm 1 2 0.300 4.750 2.850
Lift wall side sqm 1 2 2.300 4.750 21.850

Page No. 6 of 14 MB
 Detail of Measurment and Calculated of Quantities
Item L B D
Item Description Unit No. No. Quantity Remark
code (meter) (meter) (meter)
First Floor
Plaster work (Internal )
Grid A, B/1-7, , Long wall sqm 2 1 24.036 3.600 173.059
Grid 1,/A-D, short wall sqm 1 1 11.757 3.600 42.325
Column offset sqm 2 12 0.170 3.600 14.688
Beam offset, Long Beam sqm 2 1 24.036 0.070 3.365
Beam offset, Short Beam sqm 1 1 11.757 0.070 0.823
Deduction staircase Door sqm 1 -1 1.500 2.100 -3.150
Deduction Door for chajja sqm 1 -2 0.750 2.100 -3.150
Deduction Lift Door sqm 1 -1 1.630 3.150 -5.135
Plaster Lift area sqm 1 2 2.300 3.600 16.560
sqm 1 2 1.800 3.600 12.960
Plaster work (External)
Grid A, B/1-7, , Long wall sqm 2 1 24.496 3.750 183.720
Grid 1,/A-D, short wall sqm 1 1 12.217 3.750 45.814
staircase wall sqm 1 2 8.217 3.750 61.628
side sqm 1 2 0.300 3.750 2.250
Lift wall side sqm 1 2 2.300 3.750 17.250
Parapit wall 0.000
Long wall sqm 2 1 24.496 0.830 40.663
short wall sqm 2 1 12.217 0.830 20.280
TOTAL 1343.085

Page No. 7 of 14 MB
NAME OF CLIENT :

NAME OF CONSULTANT :

NAME OF CONTRACTOR : Saraswati Construction Company

NAME OF PROJECT :

NAME OF LOCATION :

BAR BENDING SCHEDULE

Length (In Mtr.) Deduction Length In Meter

Hook length Cutting
Total no. factor
S. No. Description Shape of bar Dia of bar Spacing Rod No. of bar Members (10 dia In length (In
of bar (2d/bend In
a b c d Mtr.) Mtr.) 8mm 10mm 12mm 16mm 20mm 25mm 32mm
Mtr.)

Foundation

Footing (3000x3000x850) 18
Nos.
Main Bars Bottom Long 10 100 c/c 28 18 504 0.150 2.900 0.150 3.200 1612.8
Distribution Bars 10 100 c/c 28 18 504 0.150 2.900 0.150 3.200 1612.8
Footing (1500x1500x300),
3 Nos.
Main Bars Bottom Long 10 100 c/c 14 3 42 0.150 1.400 0.150 1.700 71.4
Distribution Bars 10 100 c/c 14 3 42 0.150 1.400 0.150 1.700 71.4
Lift Raft
(4280x2760x300),
Main Bars Bottom & Top 10 100 c/c 41 2 82 0.150 2.660 0.150 2.960 242.7
Distribution Bars 8 100 c/c 26 2 52 0.150 4.180 0.150 4.480 232.96
Chair bars 10 10 1 10 0.300 0.172 0.600 0.172 0.300 1.544 15.4
Retaining wall Main Bars 10 150 c/c 55 2 110 0.300 2.600 2.900 319.0
Binder Long wall 8 150 c/c 14 2 28 0.300 2.450 0.300 3.050 85.4
8 150 c/c 14 2 28 0.300 2.180 0.300 2.780 77.84
U Bars 10 24 1 24 0.300 0.130 0.300 0.730 17.5
Column from foundation
to GF
C1 (400x400) 18 nos. 0.000
Main Bars 20 12 18 216 0.300 7.175 1.000 8.475 1830.6
Stirrups Bars 8 150 c/c 47 18 846 0.320 0.320 0.320 0.320 0.160 1.440 1218.24
Stirrups Bars 8 150 c/c 94 18 1692 0.180 0.320 0.180 0.320 0.160 1.160 1962.72
C2 (300x300) 3 nos. 0.000
Main Bars 16 6 3 18 0.300 7.175 1.000 8.475 152.55
Stirrups Bars 8 150 c/c 47 3 141 0.220 0.220 0.220 0.220 0.160 1.040 146.64
Column (230x230) 2 Nos.
Main Bars 16 6 2 12 0.300 7.175 1.000 8.475 101.7
Stirrups Bars 8 150c/c 47 2 94 0.150 0.150 0.150 0.150 0.160 0.760 71.44
Plinth Beam 0.000
Grid A,D/1-7 0.000
Main Bars Bottom 20 4 2 8 0.300 24.446 0.300 2.000 27.046 216.368
Main Bars Top 20 4 2 8 0.300 24.446 0.300 2.000 27.046 216.368
Stirrups Bars 8 150 c/c 144 2 288 0.350 0.350 0.350 0.350 0.160 1.560 449.28
Grid 1,7/A-D 0.000
Main Bars Bottom 20 4 2 8 0.300 12.167 0.300 1.000 13.767 110.136
Main Bars Top 20 4 2 8 0.300 12.167 0.300 1.000 13.767 110.136

Page 8 of 14
NAME OF CLIENT :

NAME OF CONSULTANT :

NAME OF CONTRACTOR : Saraswati Construction Company

NAME OF PROJECT :

NAME OF LOCATION :

BAR BENDING SCHEDULE

Length (In Mtr.) Deduction Length In Meter

Hook length Cutting
Total no. factor
S. No. Description Shape of bar Dia of bar Spacing Rod No. of bar Members (10 dia In length (In
of bar (2d/bend In
a b c d Mtr.) Mtr.) 8mm 10mm 12mm 16mm 20mm 25mm 32mm
Mtr.)
Stirrups Bars 8 150 c/c 71 2 142 0.350 0.350 0.350 0.350 0.160 1.560 221.52
Grid B-D/1A 0.000
Main Bars Bottom 16 3 1 3 0.300 8.167 0.300 1.000 9.767 29.301
Main Bars Top 16 3 1 3 0.300 8.167 0.300 1.000 9.767 29.301
Stirrups Bars 8 150 c/c 50 1 50 0.250 0.350 0.250 0.350 0.160 1.360 68
Grid B,D/1A-1 0.000
Main Bars Bottom 16 3 2 6 0.300 3.450 0.300 4.050 24.3
Main Bars Top 16 3 2 6 0.300 3.450 0.300 4.050 24.3
Stirrups Bars 8 150 c/c 20 2 40 0.250 0.350 0.250 0.350 0.160 1.360 54.4
Staircase Slab 0.000
waist Slab , Main Bars 12 150 c/c 10 1 10 0.300 6.230 6.530 65.3
Binder only Waist slab 8 150 c/c 30 1 30 1.450 1.450 43.5
Extra Bars from Beam 12 150 c/c 10 1 10 0.300 1.200 1.500 15
Binder 8 150 c/c 10 1 10 1.450 1.450 14.5
Bottom Main Bars 12 150 c/c 10 1 10 0.100 2.800 2.900 29
Distribution Bars Top &
12 150 c/c 12 2 24 0.100 3.100 0.100 3.300 79.2
Bottom
Top Main Bars 12 150 c/c 10 1 10 0.100 2.800 2.900 29
Main Bars 1st Landing to
12 150 c/c 10 1 10 0.100 8.030 8.130 81.3
2nd Landing
Bindar waist slab only 12 150 c/c 50 1 50 1.450 1.450 72.5
2nd Landing Main Bars
Bottom 12 150 c/c 20 1 20 0.100 3.000 3.100 62

Distribution Top & Bootom

12 150 c/c 12 2 24 0.100 3.100 0.100 3.300 79.2
Bars
Chairs Bars 12 10 1 10 0.300 0.070 0.500 0.070 0.300 1.240 12.4
Staircase Mid Landing Beam

Grid B-D/1A 0.000

Main Bars Bottom 16 2 1 2 0.300 8.167 0.300 1.000 9.767 19.534
Main Bars Top 16 2 1 2 0.300 8.167 0.300 1.000 9.767 19.534
Stirrups Bars 8 150 c/c 54 1 54 0.250 0.350 0.250 0.350 0.160 1.360 73.44
Grid B,D/1A-1 0.000
Main Bars Bottom 16 2 2 4 0.300 3.450 0.300 4.050 16.2
Main Bars Top 16 2 2 4 0.300 3.450 0.300 4.050 16.2
Stirrups Bars 8 150 c/c 23 2 46 0.250 0.350 0.250 0.350 0.160 1.360 62.56
Staircase Roof Landing
Beam (GF)
Grid B-D/1A 0.000
Main Bars Bottom 16 2 1 2 0.300 8.167 0.300 1.000 9.767 19.534
Main Bars Top 16 2 1 2 0.300 8.167 0.300 1.000 9.767 19.534
Stirrups Bars 8 150 c/c 54 1 54 0.250 0.350 0.250 0.350 0.160 1.360 73.44

Page 9 of 14
NAME OF CLIENT :

NAME OF CONSULTANT :

NAME OF CONTRACTOR : Saraswati Construction Company

NAME OF PROJECT :

NAME OF LOCATION :

BAR BENDING SCHEDULE

Length (In Mtr.) Deduction Length In Meter

Hook length Cutting
Total no. factor
S. No. Description Shape of bar Dia of bar Spacing Rod No. of bar Members (10 dia In length (In
of bar (2d/bend In
a b c d Mtr.) Mtr.) 8mm 10mm 12mm 16mm 20mm 25mm 32mm
Mtr.)
Grid B,D/1A-1 0.000
Main Bars Bottom 16 2 2 4 0.300 3.450 0.300 4.050 16.2
Main Bars Top 16 2 2 4 0.300 3.450 0.300 4.050 16.2
Stirrups Bars 8 150 c/c 23 2 46 0.250 0.350 0.250 0.350 0.160 1.360 62.56
Slab Ground Floor Beam

Grid A,D/1-7 0.000

Main Bars Bottom 20 4 4 16 0.300 24.446 0.300 3.000 28.046 448.736
Main Bars Top 20 4 4 16 0.300 24.446 0.300 3.000 28.046 448.736
Face Bars mid 20 2 4 8 0.150 24.446 0.150 3.000 27.746 221.968
Stirrups Bars 10 100 c/c 144 4 576 0.350 0.550 0.350 0.550 0.160 1.960 1129.0
Stirrups Bars 8 150 c/c 48 4 192 0.350 0.550 0.350 0.550 0.160 1.960 376.32
Grid 1,7/A-D 0.000
Main Bars Bottom 20 4 7 28 0.300 12.167 0.300 2.000 14.767 413.476
Main Bars Top 20 4 7 28 0.300 12.167 0.300 2.000 14.767 413.476
Face Bars mid 20 2 7 14 0.150 12.167 0.150 2.000 14.467 202.538
Stirrups Bars 10 100 c/c 72 7 504 0.350 0.550 0.350 0.550 0.160 1.960 987.8
Stirrups Bars 8 150 c/c 24 7 168 0.350 0.550 0.350 0.550 0.160 1.960 329.28
Lift Beam (230x230) 0 0.000
Main Bars 16 4 2 8 0.150 2.650 0.150 2.950 23.6
Stirrups Bars 8 150 c/c 15 2 30 0.180 0.180 0.180 0.180 0.160 0.880 26.4
Main Bars 16 4 1 4 0.150 2.210 0.150 2.510 10.04
Stirrups Bars 8 150 c/c 13 1 13 0.180 0.180 0.180 0.180 0.160 0.880 11.44
Slab Ground Floor 0 0.000
Main Bars Bottom 10 150 c/c 148 1 148 14.167 0.500 14.667 2170.7
Cross Bars Bottom 10 150 c/c 87 1 87 24.446 1.000 25.446 2213.8
Extra Bars Top 10 150 c/c 148 2 296 0.100 2.600 2.700 799.2
Binder 8 150 c/c 16 2 32 24.446 1.000 25.446 814.272
Mid Beam Main Bar Top 10 100 c/c 148 2 296 2.800 2.800 828.8
Binder 8 150 c/c 17 2 34 24.446 1.000 25.446 865.164
Main Bars Top at Grid 1 &
10 150 c/c 36 2 72 0.100 1.600 1.700 122.4
7/A-D
Binder 8 150 c/c 30 2 60 2.600 2.600 156
Main Bars Top at Grid
10 150 c/c 36 5 180 2.800 2.800 504.0
2,3,4,5 & 6/A-D
Binder 8 150 c/c 54 5 270 2.600 1.000 3.600 972
Chairs Bars 10 200 1 200 0.300 0.070 0.500 0.070 0.300 1.240 248.0
Lintel Beam (230x300) 0 0.000
Main Bars 12 4 8 32 3.800 3.800 121.6
Stirrups Bars 8 150 c/c 25 8 200 0.180 0.250 0.180 0.250 0.160 1.020 204

Page 10 of 14
NAME OF CLIENT :

NAME OF CONSULTANT :

NAME OF CONTRACTOR : Saraswati Construction Company

NAME OF PROJECT :

NAME OF LOCATION :

BAR BENDING SCHEDULE

Length (In Mtr.) Deduction Length In Meter

Hook length Cutting
Total no. factor
S. No. Description Shape of bar Dia of bar Spacing Rod No. of bar Members (10 dia In length (In
of bar (2d/bend In
a b c d Mtr.) Mtr.) 8mm 10mm 12mm 16mm 20mm 25mm 32mm
Mtr.)
Column from Ground
Floor Slab to Forst Floor
Slab
C1 (400x400) 16 nos. 0.000
Main Bars 16 12 16 192 3.750 1.000 4.750 912
Stirrups Bars 8 150 c/c 25 16 400 0.320 0.320 0.320 0.320 0.160 1.440 576
Stirrups Bars 8 150 c/c 50 16 800 0.180 0.320 0.180 0.320 0.160 1.160 928
C1 (400x400) 2 nos. 0.000
Main Bars 20 12 2 24 3.750 1.000 4.750 114
Stirrups Bars 8 150 c/c 25 2 50 0.320 0.320 0.320 0.320 0.160 1.440 72
Stirrups Bars 8 150 c/c 50 2 100 0.180 0.320 0.180 0.320 0.160 1.160 116

C2 (300x300) 3 nos. 0.000

Main Bars 16 6 3 18 3.750 1.000 4.750 85.5
Stirrups Bars 8 150 c/c 25 3 75 0.220 0.220 0.220 0.220 0.160 1.040 78
Column (230x230) 2 Nos.
Main Bars 16 6 2 12 3.750 1.000 4.750 57
Stirrups Bars 8 150 c/c 25 2 50 0.150 0.150 0.150 0.150 0.160 0.760 38
Slab First Floor Beam

Grid A,D/1-7 0.000

Main Bars Bottom 20 4 4 16 0.500 24.446 0.500 3.000 28.446 455.136
Main Bars Top 20 4 4 16 0.500 24.446 0.500 3.000 28.446 455.136
Face Bars mid 20 2 4 8 0.150 24.446 0.150 3.000 27.746 221.968
Stirrups Bars 10 100 c/c 4 4 16 0.350 0.550 0.350 0.550 0.160 1.960 31.4
Stirrups Bars 8 150 c/c 4 4 16 0.350 0.550 0.350 0.550 0.160 1.960 31.36
Grid 1,7/A-D 0.000
Main Bars Bottom 20 4 7 28 0.300 12.167 0.300 2.000 14.767 413.476
Main Bars Top 20 4 7 28 0.300 12.167 0.300 2.000 14.767 413.476
Face Bars mid 20 2 7 14 0.150 12.167 0.150 2.000 14.467 202.538
Stirrups Bars 10 100 c/c 72 7 504 0.350 0.550 0.350 0.550 0.160 1.960 987.8
Stirrups Bars 8 150 c/c 24 7 168 0.350 0.550 0.350 0.550 0.160 1.960 329.28
Slab First Floor 0 0.000
Main Bars Bottom 10 150 c/c 148 1 148 14.167 0.500 14.667 2170.7
Cross Bars Bottom 10 150 c/c 87 1 87 24.446 1.000 25.446 2213.8
Extra Bars Top 10 150 c/c 148 2 296 0.100 2.600 2.700 799.2
Binder 8 150 c/c 16 2 32 24.446 1.000 25.446 814.272
Mid Beam Main Bar Top 10 150 c/c 148 2 296 2.800 2.800 828.8
Binder 8 150 c/c 17 2 34 24.446 1.000 25.446 865.164
Main Bars Top at Grid 1 &
10 150 c/c 36 2 72 0.100 1.600 1.700 122.4
7/A-D

Page 11 of 14
NAME OF CLIENT :

NAME OF CONSULTANT :

NAME OF CONTRACTOR : Saraswati Construction Company

NAME OF PROJECT :

NAME OF LOCATION :

BAR BENDING SCHEDULE

Length (In Mtr.) Deduction Length In Meter

Hook length Cutting
Total no. factor
S. No. Description Shape of bar Dia of bar Spacing Rod No. of bar Members (10 dia In length (In
of bar (2d/bend In
a b c d Mtr.) Mtr.) 8mm 10mm 12mm 16mm 20mm 25mm 32mm
Mtr.)
Binder 8 150 c/c 30 2 60 2.600 2.600 156
Main Bars Top at Grid
10 150 c/c 36 5 180 2.800 2.800 504.0
2,3,4,5 & 6/A-D
Binder 8 150 c/c 54 5 270 2.600 2.600 702
Chairs Bars 10 200 1 200 0.300 2.600 0.500 0.070 0.300 3.770 754.0
Lintel Beam (230x300) 0 0.000
Main Bars 12 4 2 8 1.500 1.500 12.00
Stirrups Bars 8 150 c/c 10 2 20 0.180 0.250 0.180 0.250 0.160 1.020 20.4
TOTAL LENGTH 13399.79 21378.92 658.50 1592.53 6908.27 0.00 0.00
UNIT WEIGHT 0.395 0.617 0.888 1.578 2.465 3.851 6.320
TOTAL WEIGHT IN KG 5292.9 13190.791 584.748 2513.009 17028.881 0.000 0.000
TOTAL Quantity 38610.3 kg

Page 12 of 14
 SARASWATI CONSTRUCTION COMPANY
PROJECT :
CLIENT :
CONTRACTOR:- Saraswati Construction Company
Cement Consumption
Sr. No Material Description Unit Quantity Per Bags Cement Cement Qty. Remark

A CEMENT :

1 Cement Consumption in PCC - 1:4:8 Cum 36.885 3.500 129.10 Bags

2 Floor PCC Cum 30.353 3.500 106.24 Bags

2 Cement Consumption in RCC - M25 Grade Cum 134.785 7.000 943.49 Bags
kg /cum 350kg

3 Cement Consumption in DPC - 40mm sqm 19.698 0.280 5.52 Bags

4 Cement Consumption in Brick work sqm 121.574 1.400 170.20 Bags

5 Cement Consumption in Plaster work sqm 1343.085 0.120 161.17 Bags

GRAND TOTAL Bags 1,515.72 Bags

Saraswati Construction company
PROJECT :
CLIENT :
CONTRACTOR:- Saraswati Construction Company

Steel Consumption (RA01)

Total
S.No Material Description Unit Boiler Dryer Chimeny
Quantity
A REINFORCEMENT
1 8mm Dia. Steel MT 5.293 5.293
2 10mm Dia. Steel MT 13.191 13.191
3 12mm Dia. Steel MT 0.585 0.585
4 16mm Dia. Steel MT 2.513 2.513
5 20mm Dia Steel MT 17.029 17.029
6 25mm Dia Steel MT -
Total MT 38.610 - - 38.61