with Jaitpur-Pushta Road

Construction of Six Lane Access Controlled Highway from Junction Bypass Section of NH-
to Junction with Sector-62/65 Dividing Road on Faridabad-5allabhgarh Junction of
148NA (Design ch. 9+000 to 33+000) Including spur from Design ch-13+200 to
Faridabad-Ballabhgarh bypass with NH-19 near Badarpur Border in the State of Haryana

under Bharatmala Pariyojana on Hybrid Annuity Mode.

Client Independent Engineer: Concessionaire:

Intercontinental Consultants and Dineshchandra
National Highways
Technocrats Pvt. Ltd. (ICT) Vaisnodevi Infra Pvt. Ltd.
Authority Of India
(NHAI) (DVIPL)

DRA
NHA

CONCRETE MIX DESIGN

M-20 KERB
(With Flyash)
DND VAISNODEVI PKG-II

Source Of CA Kotputli, Rajasthan

Source Of FA Biwan, Bharatpur, Rajasthan
Cement Wonder OPC-43 Grade
Admixture Dynamon SX 215 of M/s Mapei Chemicals
Fly Ash Ashtech India Pvt. Ltd. (Rosa)
Water Neemka Casting Yard Bore-1
Construction of Six Lane Access Controlled Highway from Junction with Jaitpur-Pushta Road to Junction with Sector-6265 Dhviding Road on Faridabad-Bailabhgarh Bypass
Section ot NH-148NA (Design ch. y*900 to 3 * 0 0 ) ncluding Spur from Design Ch-13 200 to Juncthon of Farkd ADad-Baoga DypaR* WI NR-19 near Badarpur Boruor m
Mode
Haryana under Bharatmala Pariyojana on
Hybrid Annuty
o
nent
Naticnal Highways Authorty Of India (NHAI) Intercontinentalndepondent
Consultants Engineo
and Technocrats Pvt Ltd
Concessionaire
Dineshchandra Vaisnodevi Infra Pv Ltd (DVIPL)
(ICT)

CONCRETE MIN DESIGN M-20 Kerh (IS:10262-2019. IS 383-2016, MoRT&II Sth Rev. -2013)
A-I STIPULATIONS FOR PROPORTIONING . 523 Date :- 12.03.2022

aGtadedesignation 2 0Kerb
b Type of cement OPC 43 GRADE

ement Brand Wonder

d Type of Fy F I y ash (contorming to IS 3812)
ash
Mavimum nominal size ot agg

Source of Coarsc aggregate roperties (IS 383 2016)

Kotputlir, Rajasthan
IS 832016)
Source of Fine aggregate *Biwan, Bharatpur, Rajasthan Properties
h Minimum Cement content 2 4 0 Kg cum As per 1S 456 2000 Table No. 5

450
Maximum cement content
Kg cum (As per MoRT&H section 1703.31
ratio 060 As per IS 456 2000 Table No.5
Maximum water Cement
kWorkability 2 5 mm (slump) (As per MoRT&H Table 17004)

posure condition Moderate

m Method of concrete placing Chute Pump

n e g r e c Ot Super isO

ype ot aggregate Crushed angular aggregate

PAamNTure Name & type M a p c t SA *D

A-2 TEST DATA FOR MATERIALS

omm Tomm Combincd

Cement Sana
Descripton Cerne ash Admixturc
ags gESp Gt Of CA

F neness 271.00 nin

bInitial setting 1 ime 160

cFinal setting 215 600max.

1me
CompSStrength 3 Days 33.50 25 Nimm2

7 Days 43.50 N/mm2

28 Days 6S 5 Nimm2
e p e c i l h e C gravity SsD 1.10 2.810 2.791 2 80O1 569

035 0.70 1.77 <2%

Water absorptiono
AIV 45%

23 05 35%
hFlakiness index
iZone of sand
2.874 2 t0 3.5%
Fneness Modulus of Sand
kSalt content 2998 3 0%

A R M Ë

Corfsessien are's Representative Independent Engineer's Rep

 P'erentage ot Dtletens Eractuv
As pr 5-14016 Table
$ Conbineu MadI im
size mm
Caarse m Lowcr irmit p e r itmi

100 00 TO0

96 54 5 00
10 173 S5
SI6 0 00
75

Contorming to Zone ll to Table9 of IS 383 2016

Ton Asper IS-i83. 2016, Zone -

0./ 90-100
3.J0

06
600

0 150 4 487 -10

Passtng Percentage of
Different Fractas p e c As peT S-s83 2016

Mid shle 10
35
Combincu Limit
A FA CA *"** pasng Lower lmit per lirit

00 100
4500 100.O0 100
AEga 20 95 33 100 S2 45 45 00 9 7 43 97 50 95

8 . 4085

0.600 00 3.03 00
O 150 00

2900

oncEBsionaire's Representativee Independent Engineers Rep.

 OR MIN PROrORTIONING
ATARGKTSTREMGTH TARLE 1A9
N/mm MORTIT
ASP
4APPROXIMATE AIR CONTENT
From IS 10262 2019 Table no 3, The approximate amount o f entrpeed ar to be expected in normal non-au-cntrained comcrete s1 9 percent for 20 mn o

maxumum su o agegakc

AS SELCTON OF WATREMENT RATIO

waict-cenment ratia as

Saseu on ceence. ooK

9 * D.b hence

SELCTON DF WATER CONTENT

A
From Tabie4 Is T020E 2ui9, a m n w l e t content l0t 20 mm aytgregate
kgm m siump tange)
Est1mated water content fer 25 mm slump TR6 (/100 18 42 k

As Superpilasticizet hdmINIHire is use n e walet content can be reduced up to Jo percent

Based on trial with Superplasticizet admixture water content rductionof o0 asbeen achiEved

Hence the arived water content 180.42 08240

148.67 ks
7 CALCUATION OF CEMENT AND PLY' ASI cosTENT (As per IN 10262:2019)
watct- cement ratio

CementConten ce waet.cnent ao Say 339 g

0 45 JS0 37
Ceme
tconicni
148 67
kem
Fly ash 27% of total cementitionAS material content S,0 27% 89 20 ky'm ay
go 241 Say
Cement (OPCA3)
240 kg/ m
S Minimum cement cementitious content for Moderate exposure conditon
From As per IS456 2000 Table No
kg m 240 kgm Hence,

A3 PROPORTION OF VOLUME O COARSE AGGREGATEAND FINE AGGREGATE CONTENT

ratio
From Tabie S IS 10262 2019(5 S 1). Volume of cCoars 10 20 mm sSie LgTegate and fine a58TCgate (2one
l tor water-cement
of
esponding tinc
45. Therefore the volume of coarse aggregate is required to increased to decrese the i5
0 S09 6 . 9.05 change in water-cement ratio as per
oE henettion
peopettio of volutne ot
of coarse is incresed by 0 01 (at the rate of+ 0 01 for every

U we or
olume coarse agr
aggregate
10262 2019-55 1)
0.62+0 0l-063
Theretore volume of coarse aggregate tor the water cement ratio of 0 30
But Daseu On a i , aoopt coarse a e g a t e as U)

T herefore volurme ot coarse aggregale 55

Volume of fine aggreyaie

45
2Omm 10mm
of cenerete shall be as foldows
A9 The mis calculations per unit volume

a) Total Volume m
b) voume ot eterafPed air in wet comcrete 001 r

Mas
SS0 Ceen 24 00766 m
c) Volume of cetnent ant 1000 3.15 1000
9
Mass o1 1y 0 0403 m
d Volume of tly ash 1000

e) Volume of watet
Massof water 1000
D. 1487 m

Specfic gravity ot waicr

U60 percent oy mass D CethenutuOus maierial) 1982 gms
}
)volume of chermical admixture 1 superplas1Ucizet

Mass of chermical admixture 98 0 0018 m

1000 10 1000
Specific gravity of adminture
.7224
8) volume ot coarse aggregate a-0HCde+1)}
h) Mass 0 coarse gBegale 8 *Oune or c o d e aggregae p e gay coe yaex

02
3 g Say
0.7224 X023
*
810
>ay 610
1omm
x IU
ot nnc ag8egaie x
dpeciC graviy
o cole
BECgare
iass or tie ag8egate "EX VOlurme
2.569 x 1000 855.16 k Say 83
0.7224 x 0

(S5D)
AMIX PROPORTIONS POR Im
Fly ash (
Sand (hg
AdminturE (Ag
Water(Kg)Cemeat(Kg) 610
149 24
T523 1848

Independent Engineers Rep.

Conceesfonaire's Representative
 action of Six Lane Access Controlled Highway from Junction with Jaitpur-PushtaRoad to Junctlon with Sector-6265 Dvding
n Faridabad-Ballabhgarh Bypass Section of NH-148NA (Design ch. 9+000 to 33+000) Including Spur from Design ch-13200 o
Bharatmala Paryojana on
tionof Faridabad-Ballabhgarh bypass with NH-19 near Badarpur Border in the State of Haryana under
Hybrid Annulty Mode.

Loncessionaire :
Client
Independent Engineer
Dineshchandra Vaisnodevi
National Highway Authority Intercontinental Consultants and
Technocrats Pvt. Ltd. (ICT)
Infra Pvt. Ltd. (DVIPL)
Or India

N-20 Kerb Trail No-523 Date of Trial:-12.03.2022( AS PER 1S 10262:2019

A1-TRIAL BATCH DETAILSS Admixture M/s Mapes Chemcals
P'TOposcd Baleh : ement-Wonder OPC-43
SSD
SSD DRT
Water absorpin absolute voTTcu
Proportion (o) AgC urm
&gcu
Nil
0 041
20
o 149
Nil
9179

CA 20mm 0.219
610
791
CA1Omm 325
820
inc Aggregate M sand
0 002
Admisture ( a by wM ot
60 10
1.982 1.98
0 000
cement 2428.532 2428.532
Totais
Obsenation on a ial NIin I 20 Kerb

ete 241

asn conent per cu

ngredicnts Mixed tor tria

0.027
a) Keyuircd quantit o concrete
6.514
b) Cemermt 2.
C)Fiy 2sth
2475 13.00
30 25 10.-60_
22.549
45.00

DM sand
g ) AdmixTure ( a bl W or ceTicit)
0.054

or W2ter 4014
quannty
h) Required
CT as per wc ratio
orfrected wCight ot Extra quantity o
weignt of

Water absorption Moisture Content

MatefialsS

0.000 13.S18

Coarse aggregate 20 mn T6.353 0.115

0.000
Coarse aggTegate 0 mm 0.399
i n e aggrcgatc (M Sana)
22 549 0.000 22.150
Total quanlity of water requircd 576

Measured Properlies of Fresh Concrete

atch 2 COMPRESSIVESTRENGTH
Batcn-
Observations Temp Temp Average strengthAverage streng
Slurmp Slump 28 days (N/mm
days (Nimm
27
Initial slump
27 40 109
60
27 60 75 27 80
after b0 Iin 28.33 33.31
27 80 27. 90
after 90 min
CO..10
after 120 min 28 00
Remarks-(1) Mix is cohesive, workabie ana tnere was no oeeding observed up to required 120 minutes.
(2) Cube casting done lor / days & 28 days strength

AME
ES Representative
 ACCess
ane &ontrolled Highway from Junction with Jaitpur-Pushta Road
with Sector-62/65 Dividing Road Junction to
Faridabad-Ballabhgarh Bypass Section of NH-148NA (Design ch.
to 33+000) Including Spur from Design
on

9+000
Ch-13+200 to Junction of
near Badarpur Border in the State of
Haryana under
Faridabad-Ballabhgarh bypass with NH-19
Bharatmala Pariyojana on Hybrid Annuity Mode.
Client thoritar Engineer:
Authority Concesslonalre:
National Highways Authority Of |Intercontinental Consultants and Technocrats Dineshchandra VaisnodevI Inra
India (NHAI)
Pvt. Ltd. (1CT) Pvt Ltd (DvIPL)

HA

DESIGN MIX OF M-20 Kerb

AS PER IS:10262,1S: 456 MORT & H CLAUSE:1700

COMPRESSIVE STRENGTH OF CONCRETE CUBES

(IS516)
Date of Casting 12.03.2022
Concrete Grade M-20 Kerb
Grade of Cement OPC-43
Cement (kg/m3) :241
Brand of Cement Wonder
Flyash (kg/m3) :89

WIC Ratio 0.45

ompressive Average
Test Area Load KN
Testing date Age of cube
Weignt Density
Volume (Cum(Kg/cum Strength Compressive
St.no Observed
(Kg) (Sqm) (N/MM) Strength

8.658 0.003375 2565 0 0225 648.6 28.83

19.03.20 8.606 0.003375 2550 0.0225 634.0 28.18 28.33

Days

8.792 0.003375 2605 0.0225 629.7 27.99

8.685 2573 28.33

Verdge

emarks

Tested By Concessionaire Independent Engineer/Client

SIGN: A m E

NAME: MAHIS4 KUMA5

NAME: Naveeh Sin
 from Junction with Jaitpur-Pushta Road to Junction
Access Controlled Highway
ion of Six Lane
Section of NH-148NA (Design ch. 9+000 to

r-62/65 Dividing Road on raraaDad-5allabhgarh

Bypass
unction oFaridabad-8allabhgarh bypass with
to
NH-19 near
00) Including Spur trom Do5gn 400 under Bharatmala Pariyojana o n Hybrid Annuity Mode.
in the State of Haryana
33 adarpur Border
Authority Engineer Concessionaire
Client Infra
Authority OfIntercontinental consultants and
Technocrats Dineshchandra Vaisnodevi
Highways Pvt Ltd. (DVIPL)
Nationa Pvt. Ltd. (CT)
India (NHAI)

t
DESIGN MIX OF M-20 Kerb
MORT & H CLAUSE:1700
AS PER IS:10262,1S: 456

COMPRESSIVE STRENGTH OF CONCRETE CUBES

(IS.516)
Date of Casting 12.03.2022
M-20 Kerbb
Concrete Grade Grade of Cement OPC-43
: 241
Cement (kg/m3) Brand of Cement Wonder
89
Flyash (kgim3)
:0.45
CRatio Load KN ompressive AE
Density est. Area Strength Comoressv
Weight Volume (Cum(Kg/cum Observed
Sreng
lesting date Age of cube (Sqm) (NM)
(Kg)
30.49
0.003375 2569 0.0225 686.00
8.572
7999 35.55 3.31
2567 0.0225
8.663 0.003375
33 89
0.003375 2572 0.0225 76250
8.680
0.0225 762 80 33.90
8.682 0.003375 2572
777 60 34 56 33.90
26 2577 .02
8.698 0.003375
19042022 Days
747.60 33.23
0.0225
3.701 0.003375 2578
0.0225 756.90 33 64
8.655 O.003375 2564
0.0225 732.60 32.56 32.73
8673 0.003375 2570

0.0225 719.80 31.99

2601
8779 0.003375
3.31
8.689 2575
VEOge
ema
d s

lndependent Fugineer/clent
Tested By Loncessionalre

AAmE

NAME: MAH Prm Nawe en Sing

NAME:
 Oeign
esign
ch.g00 to 33001
cn. 3*00o toO
Icudine n m
S3*000) ncluding Spur trom
unetion wth Jaitpur-Punhta Road to Junction withSectors26sDividing Road on Faridabad-Balabhgarh BypassSectonot NH-148NA
Design Ch-13+200 to Junction of with NH-19 near in the state or Haryana undor aanaa
Faridabad-Ballabhgarth bypass Badarpur Border
on Hybrid Annuity Mode.
Client:
anyojana
National Highways Authority Of India IndependentEngineer Concessionaire:
(NHA) Intercontinental Consultants and Technocrats Pvt Ltd. Dineshchandra Vaisnodevi Infra Pvt. Ltd.
CT)
(DVIPL
N K A T

Source of Fine AggregateBiwan, Bharatpur, Rajasthan

Source of Coarse Aggregate Kotputl, Rajasthan

SUMMARY OF CONCRETE MIX DESIGN

Fly Ash SSD Wt kg/m3 Compr Strengt Mean Slump in mm
SDateofofadeCement Brandora AdmaxtureAOmix Ave Wt o l arget
oonentContent WC de of Rranddosage CAFA010
CAFA Nimm
ement dnd
ass
1Cubes Density Strength Kermdiks
Conc kg/mkg/m 20
20 mm
mm 10 mm
mSand Water m gms) fter 50 Ater 90 After 120 Fal
Days| 28Days Nimm minutes minutes minuies
F20 Wonder Mapie
241 89 04 060 502 610 149 8685 2573
1203 22 Kerb OPC-43 Dynamon 55 45 4555 835 196 30 100 80 50 30
SX 215 28 33 33 31 Pass

Concessionaire Representative Independent Engineer/Client

SIGN: SIGN:
RmE

NAME: MAHISH PtA NAME: Naween sind