Format No.

: CDSDAK-5/QC/SOIL/37
National Highways Authority of India
(Ministry of Road Transport & Highways)
Government of India
Construction of Four- Lane Greenfield Delhi- Amritsar –Katra Expressway from Junction with
Ambala-Kaithal-Hisar Road (NH 152)) near Kharak Pandwa village to Junction with Patiala-
Samana-Patran Road (SH-10) near Ghaga Village Km 120+250 to Km 157+920) on Hybrid
Annuity Mode under Bharatmala Pariyojana in the state of Haryana and Punjab.
INDEPENDENT ENGINEER : SA Infrastructure Consultants Pvt. Ltd in JV with UPHAM International Corporation
CONCESSIONAIRE : CDS DAK-5 Expressway Pvt. Limited
CONTRACTOR : CDS Infra Projects Limited

ATTERBERG LIMITS
[As per IS 2720 (Part - 5)]

Laboratory No. Date Sampled

Type of material Sampled by
Source Date Tested
Location Tested by
Proposed Use

Liquid Limit (LL) Plastic Limit (PL)

Determination No. 1 2 3 4 1 2
Container No.
Empty Wt.of Container (W1) g
Wt.of Container and Wet Soil (W2) g
Wt.of Container and Oven Dry Soil (W3) g
Wt.of Moisture (W4=W2-W3) g
Wt.of dry Soil (W5=W3-W1) g
Moisture Content w = 100*(W4/W5) (%)
No. of blows/Penetration (mm) Avg. PL :
Moisture Content (%)

10 No. of Blows/Penetration 100

Results: LL : % PL: % PI : %
Remarks :

Contractor's Concessionaire's Independent Engineer's

Representative Representative Representative

CDSDAK-5-QAM 259 | Page

 Format No. : CDSDAK-5/QC/SOIL/38
National Highways Authority of India
(Ministry of Road Transport & Highways)
Government of India
Construction of Four- Lane Greenfield Delhi- Amritsar –Katra Expressway from Junction with Ambala-Kaithal-
Hisar Road (NH 152)) near Kharak Pandwa village to Junction with Patiala-Samana-Patran Road (SH-10) near
Ghaga Village Km 120+250 to Km 157+920) on Hybrid Annuity Mode under Bharatmala Pariyojana in the state of
Haryana and Punjab.

INDEPENDENT ENGINEER : SA Infrastructure Consultants Pvt. Ltd in JV with UPHAM International Corporation
CONCESSIONAIRE : CDS DAK-5 Expressway Pvt. Limited
CONTRACTOR : CDS Infra Projects Limited

MODIFIED PROCTOR'S COMPACTION TEST

[As per IS 2720, (Part-VIII)]
Laboratory No. : Date Sampled :
Type of material : Sampled by :
Location/Source : Date Tested :
Sampling Location : Tested by :
Proposed Use : NMC :

B Mould No. :- Wt.of mould (A) = g Volume of mould (V)= cc

C Trial No. 1 2 3 4 5 6
D Wt.of wet soil + mould g
E Wt.of wet soil (E = D-A) g
F Wet density of soil, (F = E/V) g/cc
G Container No.
H Wt.of container g
J Wt.of wet soil+Container g
K Wt.of dry soil+Container g
L Wt.of water(L=J-K) g
M Wt.of dry soil(M=K-H) g
N Moisture content [N = 100X(L/M)] %
P Dry density[P=100x(F/(100+N))] g/cc

12.000
Method used:- Modified

10.000 Rammer Wt.:- 4.9 kg

No. of blows/layer :- 25 / 55
Dry Density g/cc

8.000
9 No. of layers :- 5
6.000
Specification : MORTH CLAUSE 305.2.1

4.000
upto 3m > 1.55g/cc
>3m > 1.63g/cc
2.000 Subgrade > 1.78g/cc

0.000 MDD = g/cc

0 1 2 3 4 5 6 7 8 9 10 11 12
OMC = %
Moisture Content %

Remarks:

Contractor's Concessionaire's Independent Engineer's

Representative Representative Representative

CDSDAK-5-QAM 260 | Page

 Format No. : CDSDAK-5/QC/SOIL/36
National Highways Authority of India
(Ministry of Road Transport & Highways)
Government of India

Construction of Four- Lane Greenfield Delhi- Amritsar –Katra Expressway from Junction with Ambala-Kaithal-Hisar Road (NH 152)) near
Kharak Pandwa village to Junction with Patiala-Samana-Patran Road (SH-10) near Ghaga Village Km 120+250 to Km 157+920) on Hybrid
Annuity Mode under Bharatmala Pariyojana in the state of Haryana and Punjab.

INDEPENDENT ENGINEER : SA Infrastructure Consultants Pvt. Ltd in JV with UPHAM International Corporation
CONCESSIONAIRE : CDS DAK-5 Expressway Pvt. Limited
CONTRACTOR : CDS Infra Projects Limited

GRAIN SIZE ANALYSIS

[As per IS 2720 (Part - 4)]

Laboratory No. : Date Sampled :

Type of Material : Sampled by :
Source : Date Tested :
Location : Tested by :
Proposed Use : Weight of Dry Sample in grams :

Weight of Soil
IS Sieve Size Cumulative Weight Cumulative Perentage Percentage Passing Remarks
Retained
(mm) Retained (g) Retained (%) (%)
(g)

100
75
Gravel
19
4.75
2.00
0.425 Sand
0.075
Pan Slit & Clay

DESCRIPTION OF PARTICLE SIEVE SIZE (mm) PERCENTAGE

Coarse 75 - 19
Gravel
Fine 19 - 4.75
Coarse 4.75 - 2.00
Sand Medium 2.00 - 0.425
Fine 0.425 - 0.075
Silt & Clay Passing through 0.075

Remarks:

Contractor's Concessionaire's Independent Engineer's

Representative Representative Representative

CDSDAK-5-QAM 258 | Page

 Format No. : CDSDAK-5/QC/SOIL/40
National Highways Authority of India
(Ministry of Road Transport & Highways)
Government of India
Construction of Four- Lane Greenfield Delhi- Amritsar –Katra Expressway from Junction with Ambala-
Kaithal-Hisar Road (NH 152)) near Kharak Pandwa village to Junction with Patiala-Samana-Patran Road
(SH-10) near Ghaga Village Km 120+250 to Km 157+920) on Hybrid Annuity Mode under Bharatmala
Pariyojana in the state of Haryana and Punjab.
INDEPENDENT ENGINEER : SA Infrastructure Consultants Pvt. Ltd in JV with UPHAM International
Corporation

CONCESSIONAIRE : CDS DAK-5 Expressway Pvt. Limited

CONTRACTOR : CDS Infra Projects Limited

FIELD DENSITY TEST

[As Per IS 2720, (Part - 28)]

RFI No. : 44 Date : 1/31/2023

Source of material (Name & Chainage) : Haripura 129+600 LHS 0.5km Max Dry Density of Soil (g/cc) : 1.924
Bulk Density of Sand (Ys) : 1.332 g/cc Optimum Moisture Content (%): 10.61
Weight of Sand in cone (W) : 2579 gmArea(m2) : 7250

Layer No. & Type :

Representating test stretch (Km) : 130+500 to 130+750 RHS
Test Pit Location (chainage) :
Offset from Centre Line (m) :
FIELD DENSITY
Pouring Cylinder No. 1
Wt. of material from hole. Wm (g) :
Wt of sand + cylinder before pouring, W1 (g) :
Wt of sand + cylinder after pouring, W2 (g) :
Wt. of sand in hole, Ws = (W1 - W2 - W) (g) :
Bulk Density of material Yb = {(Wm / Ws) x Ys} g/cc :
MOISTURE CONTENT
Wt.of Wet soil W3 (g) :
Wt. of Dry Soil Wd (g) :
Wt. of Water Ww = (W3 - Wd) (g) :
Moisture Content, w = 100 (Ww)/( Wd) %:
Rmm Reading %:
Corrected Rmm Reading %:
RESULTS
Field max. dry density Yd = 100 x {Yb/(100+w)} g/cc :

Compaction obtained, (100 x Yd / YMDD) (%) :

Average Compaction obtained (%) :
% Compaction required (%) :

Remarks:

Contractor's Concessionaire's Independent Engineer's

Representative Representative Representative
CDSDAK-5-QAM 262 | Page
 Format No. : CDSDAK-5/QC/SOIL/41

National Highways Authority of India

(Ministry of Road Transport & Highways)
Government of India

Construction of Four- Lane Greenfield Delhi- Amritsar –Katra Expressway from Junction with Ambala-Kaithal-Hisar Road (NH 152)) near Kharak
Pandwa village to Junction with Patiala-Samana-Patran Road (SH-10) near Ghaga Village Km 120+250 to Km 157+920) on Hybrid Annuity Mode
under Bharatmala Pariyojana in the state of Haryana and Punjab.

INDEPENDENT ENGINEER : SA Infrastructure Consultants Pvt. Ltd in JV with UPHAM International Corporation
CONCESSIONAIRE : CDS DAK-5 Expressway Pvt. Limited
CONTRACTOR : CDS Infra Projects Limited

CALIFORNIA BEARING RATIO

[IS 2720 (PART 16)]
M.D.D. g/cc O.M.C. % Type of Compaction : Static/Dynamic
Laboratory No. Date Sampled
Location/Source Date of Casting
Type of Materials Date of Testing
Proposed use: Sampled by
Period of Soaking Tested by
MOISTURE CONTENT AND UNIT WEIGHT OF TEST SAMPLES
Mould No. Mould No. Mould No.
No. of layers
No. of blows per layer
CONDITION OF SAMPLE Before soaking After soaking Before soaking After soaking Before soaking After soaking
wt. of Mould, W1 (g)
wt. of Wet Soil + Mould, W2 (g)
wt. of Wet Soil, W3=(W2-W1) (g)
Volume of mould, V (cc)
Bulk Density, Yb = W3/V (g/cc)
MOISTURE DETERMINATION Before soaking After soaking Before soaking After soaking Before soaking After soaking
Container No.
wt. of container, W4 (g)
wt. of Wet soil +Container, W 5 (g)
wt. of oven dry soil + Container, W 6 (g)
wt. of water content, W7=(W5-W6)
wt. of dry soil, W8=(W6-W4) (g)
Water content W = W7/W8 X 100 (%)
Dry Density γd = γb/(1+ w/100) (g/cc)
LOAD- PENETRATION TEST DATA :
Proving ring No.: Proving Ring Calibration Factor : Proving ring capacity = Area of Plunger : sq. cm.
Mould No. Mould No. Mould No.
Sl. No. Penetration
(mm) Proving ring Corrected load Proving ring Corrected load Proving ring
Corrected load (Kg/cm2)
Reading (Kg/cm2) Reading (Kg/cm2) Reading
1 0.50
2 1.00
3 1.50
4 2.00
5 2.50
6 4.00
7 5.00
8 7.50
9 10.00
10 12.50
CBR CALCULATION Note:
Corrected Unit Load in CBR%
Mould No. kg/cm2 (from graph) CBR % reported 1) Graph for load vs penetration attached
2.5 mm 5.0 mm 2.5 mm 5.0 mm 2) CBR = (corrected load/standard load) x 100
3) Standard unit load : @ 2.5mm Penetration = 70 Kg/cm 2
: @ 5.0 mm Penetration = 105 Kg/cm2
4) Rate of Penetration : 1.25mm/min
Average CBR Value : 5) Percentage of Compaction :

Contractor's Concessionaire's Independent Engineer's

Representative Representative Representative

CDSDAK-5-QAM 263 | Page

 Format no.FSEL/QC/SOIL/07
National Highways Authority of India
(Ministry of Road Transport & Highways)
Government of India

4 Laning of Fagne-Guj./Maharashtra Border(Package III) Section of NH-6 in the State of Maharashtra from Km-510.000 to Km
650.794 (Design Length - 140.794 Km) to be executed as BOT (Toll) Basis on DBFOT Pattern under NHDP Phase IV

INDEPENDENT ENGINEER : Consulting Engineers Group Limited

CONCESSIONAIRE : Fagne Songadh Expressway Limited
CONTRACTOR : GHV (India) Private Limited
DIRECT SHEAR TEST IS : (2720 PART-13/39)
Source of Material : Date Sampled :
Location : Sampled By :
Description of Sample : Date Tested :
MDD= g/cc OMC= % Tested BY :
Proving Ring Calibration Factor (Kg/Div)= Volume of Specimen: cm3
Rate of Strain (MM/Min.) =

S.No Normal Stress Stress Dial Guage Shear Force (Kg) Corrected Area Shear Stress Remarks
Applied (Kg/Cm2) Observed at Failure (Ac) Cm2 Kg/Cm2
1

12.00

10.00

8.00

6.00
Shearl Stress (Kg/Cm2 )

4.00

2.00

0.00
0 2 4 6 8 10 12

Normal Stress (Kg/Cm2)

Result Obtained :- C= Kg/cm2 Ø = o

Contractor's Concessionaire's Independent Engineer's

Representative Representative Representative

CDSDAK-5-QAM Page
 Format No. : CDSDAK-5/QC/GSB/42
National Highways Authority of India
(Ministry of Road Transport & Highways)
Government of India
Construction of Four- Lane Greenfield Delhi- Amritsar –Katra Expressway from Junction with Ambala-
Kaithal-Hisar Road (NH 152)) near Kharak Pandwa village to Junction with Patiala-Samana-Patran
Road (SH-10) near Ghaga Village Km 120+250 to Km 157+920) on Hybrid Annuity Mode under
Bharatmala Pariyojana in the state of Haryana and Punjab.

INDEPENDENT ENGINEER : SA Infrastructure Consultants Pvt. Ltd in JV with UPHAM International Corporation
CONCESSIONAIRE : CDS DAK-5 Expressway Pvt. Limited
CONTRACTOR : CDS Infra Projects Limited

SIEVE ANALYSIS OF GRANULAR SUB BASE

As per MoRT&H TABLE 400-1 Grading 2

Laboratory Date Sampled

Location/Source Sampled by

Type of Materials Date of Test

Proposed Use: Tested by

Wt. of Sample

Weight Cumulative Cumulative Passing

IS Sieve Size Retained (g) Weight Retained (%) Specification Limit
Retained (g) (%)

53mm 100

26.5mm 70-100

9.5mm 50-80

4.75mm 40-65

2.36mm 30-50

0.425mm 10-15

0.075mm 0-5

Pan

Remarks :

Contractor's Concessionaire's Independent Engineer

Representaive Representative Representative
CDSDAK-5-QAM 265 | Page
 Format No. : CDSDAK-5/QC/GSB/42
National Highways Authority of India
(Ministry of Road Transport & Highways)
Government of India
Construction of Four- Lane Greenfield Delhi- Amritsar –Katra Expressway from Junction with Ambala-
Kaithal-Hisar Road (NH 152)) near Kharak Pandwa village to Junction with Patiala-Samana-Patran
Road (SH-10) near Ghaga Village Km 120+250 to Km 157+920) on Hybrid Annuity Mode under
Bharatmala Pariyojana in the state of Haryana and Punjab.

INDEPENDENT ENGINEER : SA Infrastructure Consultants Pvt. Ltd in JV with UPHAM International Corporation
CONCESSIONAIRE : CDS DAK-5 Expressway Pvt. Limited
CONTRACTOR : CDS Infra Projects Limited

SIEVE ANALYSIS OF GRANULAR SUB BASE

As per MoRT&H TABLE 400-1 Grading 3

Laboratory Date Sampled

Location/Source Sampled by

Type of Materials Date of Test

Proposed Use: Tested by

Wt. of Sample

Weight Cumulative Cumulative Passing

IS Sieve Size Retained (g) Weight Retained (%) Specification Limit
Retained (g) (%)

53mm 100

26.5mm 55-75

4.75mm 10-30

0.075mm 0-5

Pan

Remarks :

Contractor's Concessionaire's Independent Engineer

Representaive Representative Representative

CDSDAK-5-QAM 266 | Page

 Format No. : FSEL/QC/GSB/01
National Highways Authority of India
(Ministry of Road Transport & Highways)
Government of India
Construction of Four- Lane Greenfield Delhi- Amritsar –Katra Expressway from Junction with Ambala-
Kaithal-Hisar Road (NH 152)) near Kharak Pandwa village to Junction with Patiala-Samana-Patran
Road (SH-10) near Ghaga Village Km 120+250 to Km 157+920) on Hybrid Annuity Mode under
Bharatmala Pariyojana in the state of Haryana and Punjab.
INDEPENDENT ENGINEER : Consulting Engineers Group Limited
CONCESSIONAIRE : Fagne Songadh Expressway Limited
EPC CONTRACTOR : GHV (India) Private Limited

SIEVE ANALYSIS OF GRANULAR SUB BASE

As per MoRT&H TABLE 400-1 Grading 3

Laboratory Date Sampled

Location/Source Sampled by

Type of Materials Date of Test

Proposed Use: Tested by

Wt. of Sample

Weight Cumulative Cumulative Passing

IS Sieve Size Retained (g) Weight Retained (%) Specification Limit
Retained (g) (%)

53mm 100

26.5mm 55-75

4.75mm 10-30

0.075mm 0-5

Pan

Remarks :

Contractor's Concessionaire's Independent Engineer's

Representaive Representative Representative
CDSDAK-5-QAM Page
 Format No. : FSEL/QC/GSB/01
National Highways Authority of India
(Ministry of Road Transport & Highways)
Government of India
Construction of Four- Lane Greenfield Delhi- Amritsar –Katra Expressway from Junction with Ambala-
Kaithal-Hisar Road (NH 152)) near Kharak Pandwa village to Junction with Patiala-Samana-Patran
Road (SH-10) near Ghaga Village Km 120+250 to Km 157+920) on Hybrid Annuity Mode under
Bharatmala Pariyojana in the state of Haryana and Punjab.
INDEPENDENT ENGINEER : Consulting Engineers Group Limited
CONCESSIONAIRE : Fagne Songadh Expressway Limited
EPC CONTRACTOR : GHV (India) Private Limited

SIEVE ANALYSIS OF GRANULAR SUB BASE

As per MoRT&H TABLE 400-1 Grading 4

Laboratory Date Sampled

Location/Source Sampled by

Type of Materials Date of Test

Proposed Use: Tested by

Wt. of Sample

Weight Cumulative Cumulative Passing

IS Sieve Size Retained (g) Weight Retained (%) Specification Limit
Retained (g) (%)

53mm 100

26.5mm 50-80

4.75mm 15-35

0.075mm 0-5

Pan

Remarks :

Contractor's Concessionaire's Independent Engineer's

Representaive Representative Representative
CDSDAK-5-QAM Page
 Format No. : CDSDAK-5/QC/GSB/42
National Highways Authority of India
(Ministry of Road Transport & Highways)
Government of India
Construction of Four- Lane Greenfield Delhi- Amritsar –Katra Expressway from Junction with Ambala-
Kaithal-Hisar Road (NH 152)) near Kharak Pandwa village to Junction with Patiala-Samana-Patran
Road (SH-10) near Ghaga Village Km 120+250 to Km 157+920) on Hybrid Annuity Mode under
Bharatmala Pariyojana in the state of Haryana and Punjab.

INDEPENDENT ENGINEER : SA Infrastructure Consultants Pvt. Ltd in JV with UPHAM International Corporation
CONCESSIONAIRE : CDS DAK-5 Expressway Pvt. Limited
CONTRACTOR : CDS Infra Projects Limited

SIEVE ANALYSIS OF GRANULAR SUB BASE

As per MoRT&H TABLE 400-1 Grading 4

Laboratory Date Sampled

Location/Source Sampled by

Type of Materials Date of Test

Proposed Use: Tested by

Wt. of Sample

Weight Cumulative Cumulative Passing

IS Sieve Size Retained (g) Weight Retained (%) Specification Limit
Retained (g) (%)

53mm 100

26.5mm 50-80

4.75mm 15-35

0.075mm 0-5

Pan

Remarks :

Contractor's Concessionaire's Independent Engineer

Representaive Representative Representative

CDSDAK-5-QAM 267 | Page

 Format No. : FSEL/QC/GSB/01
National Highways Authority of India
(Ministry of Road Transport & Highways)
Government of India
Construction of Four- Lane Greenfield Delhi- Amritsar –Katra Expressway from Junction with Ambala-
Kaithal-Hisar Road (NH 152)) near Kharak Pandwa village to Junction with Patiala-Samana-Patran
Road (SH-10) near Ghaga Village Km 120+250 to Km 157+920) on Hybrid Annuity Mode under
Bharatmala Pariyojana in the state of Haryana and Punjab.

INDEPENDENT ENGINEER : Consulting Engineers Group Limited

CONCESSIONAIRE : Fagne Songadh Expressway Limited
EPC CONTRACTOR : GHV (India) Private Limited

SIEVE ANALYSIS OF GRANULAR SUB BASE

As per MoRT&H TABLE 400-1 Grading 5

Laboratory Date Sampled

Location/Source Sampled by

Type of Materials Date of Test

Proposed Use: Tested by

Wt. of Sample

Weight Cumulative Cumulative Passing

IS Sieve Size Weight Retained Specification Limit
Retained (g) (%)
Retained (g) (%)

75mm 100

53mm 80-100

26.5mm 55-90

9.5mm 35-65

4.75mm 25-50

2.36mm 10-20

0.85mm 2-10

0.425mm 0-5

Pan

Remarks :

Contractor's Concessionaire's Independent Engineer's

Representaive Representative Representative
CDSDAK-5-QAM Page
 Format No. : CDSDAK-5/QC/SOIL/39
National Highways Authority of India
(Ministry of Road Transport & Highways)
Government of India
Construction of Four- Lane Greenfield Delhi- Amritsar –Katra Expressway from Junction with Ambala-
Kaithal-Hisar Road (NH 152)) near Kharak Pandwa village to Junction with Patiala-Samana-Patran
Road (SH-10) near Ghaga Village Km 120+250 to Km 157+920) on Hybrid Annuity Mode under
Bharatmala Pariyojana in the state of Haryana and Punjab.

INDEPENDENT ENGINEER : SA Infrastructure Consultants Pvt. Ltd in JV with UPHAM International Corporation
CONCESSIONAIRE : CDS DAK-5 Expressway Pvt. Limited
CONTRACTOR : CDS Infra Projects Limited

FREE SWELL INDEX

[As per IS 2720 (Part - 40)]

Laboratory No. Date sampled

Type of Material Sampled by
Source Date tested
Location Tested by
Proposed Use

Volume in water after Volume in Kerosene Free Swell Index

Sample.No. 24 hours swell after 24 hours swell [(Vw-Vk)/Vk ] X 100 Average (%)
(Vw) cc (Vk) cc (%)

Note : 1. Test sample shall be passing 425 micron sieve.

2. Take 10gm of each dry soil sample. Take 100 ml standard container for water and kerosene.
3. As per MoRT&H clause 305.2.1.2 Free Swelling Index exceeding 50% shall not be used as fill
material.

Remarks:

Contractor's Concessionaire's Independent Engineer's

Representative Representative Representative

CDSDAK-5-QAM 261 | Page

 Format No. : CDSDAK-5/QC/GSB/42
National Highways Authority of India
(Ministry of Road Transport & Highways)
Government of India

Construction of Four- Lane Greenfield Delhi- Amritsar –Katra Expressway from Junction with Ambala-
Kaithal-Hisar Road (NH 152)) near Kharak Pandwa village to Junction with Patiala-Samana-Patran Road
(SH-10) near Ghaga Village Km 120+250 to Km 157+920) on Hybrid Annuity Mode under Bharatmala
Pariyojana in the state of Haryana and Punjab.

INDEPENDENT ENGINEER
: SA Infrastructure Consultants Pvt. Ltd in JV with UPHAM International
Corporation
CONCESSIONAIRE : CDS DAK-5 Expressway Pvt. Limited
CONTRACTOR : CDS Infra Projects Limited

SIEVE ANALYSIS OF GRANULAR SUB BASE

As per MoRT&H TABLE 400-1 Grading 5

Laboratory : Date Sampled :

Location/Source : Sampled by :

Type of Materials : Date of Test :

Proposed Use: Tested by :

Wt. of Sample : 33698

Weight Cumulative Cumulative Passing

IS Sieve Size Retained (g) Weight Retained (%) Specification Limit
Retained (g) (%)

75mm 0 0 0.00 100 100

53mm 398 398 1.18 98.82 80-100

26.5mm 12077 12475 37.02 62.98 55-90

9.5mm 4617 17092 50.72 49.28 35-65

4.75mm 1951 19043 56.51 43.49 25-50

2.36mm 9486 28529 84.66 15.34 10-20

0.85mm 3211 31740 94.19 5.81 2-10

0.425mm 890 32630 96.83 3.17 0-5

Pan 1068
Remarks :

Contractor's Concessionaire's Independent Engineer

Representaive Representative Representative
CDSDAK-5-QAM 268 | Page
 Format No. : CDSDAK-5/QC/GSB/42
National Highways Authority of India
(Ministry of Road Transport & Highways)
Government of India
Construction of Four- Lane Greenfield Delhi- Amritsar –Katra Expressway from Junction with Ambala-
Kaithal-Hisar Road (NH 152)) near Kharak Pandwa village to Junction with Patiala-Samana-Patran
Road (SH-10) near Ghaga Village Km 120+250 to Km 157+920) on Hybrid Annuity Mode under
Bharatmala Pariyojana in the state of Haryana and Punjab.

INDEPENDENT ENGINEER : SA Infrastructure Consultants Pvt. Ltd in JV with UPHAM International Corporation
CONCESSIONAIRE : CDS DAK-5 Expressway Pvt. Limited
CONTRACTOR : CDS Infra Projects Limited

SIEVE ANALYSIS OF GRANULAR SUB BASE

As per MoRT&H TABLE 400-1 Grading 6

Laboratory Date Sampled

Location/Source Sampled by

Type of Materials Date of Test

Proposed Use: Tested by

Wt. of Sample

Weight Cumulative Cumulative Passing

IS Sieve Size Retained (g) Weight Retained (%) Specification Limit
Retained (g) (%)

53mm 100

26.5mm 75-100

9.5mm 55-75

4.75mm 30-55

2.36mm 10-25

0.425mm 0-8

0.075mm 0-3

Pan

Remarks :

Contractor's Concessionaire's Independent Engineer

Representaive Representative Representative
CDSDAK-5-QAM 269 | Page
 Format No. : FSEL/QC/GSB/01
National Highways Authority of India
(Ministry of Road Transport & Highways)
Government of India
Construction of Four- Lane Greenfield Delhi- Amritsar –Katra Expressway from Junction with Ambala-
Kaithal-Hisar Road (NH 152)) near Kharak Pandwa village to Junction with Patiala-Samana-Patran
Road (SH-10) near Ghaga Village Km 120+250 to Km 157+920) on Hybrid Annuity Mode under
Bharatmala Pariyojana in the state of Haryana and Punjab.
INDEPENDENT ENGINEER : Consulting Engineers Group Limited
CONCESSIONAIRE : Fagne Songadh Expressway Limited
EPC CONTRACTOR : GHV (India) Private Limited

SIEVE ANALYSIS OF GRANULAR SUB BASE

As per MoRT&H TABLE 400-1 Grading 6

Laboratory Date Sampled

Location/Source Sampled by

Type of Materials Date of Test

Proposed Use: Tested by

Wt. of Sample

Weight Cumulative Cumulative Passing

IS Sieve Size Retained (g) Weight Retained (%) Specification Limit
Retained (g) (%)

53mm 100

26.5mm 75-100

9.5mm 55-75

4.75mm 30-55

2.36mm 10-25

0.425mm 0-8

0.075mm 0-3

Pan

Remarks :

Contractor's Concessionaire's Independent Engineer's

Representaive Representative Representative
CDSDAK-5-QAM Page
 Format No. : CDSDAK-5/QC/WMM/43
National Highways Authority of India
(Ministry of Road Transport & Highways)
Government of India
Construction of Four- Lane Greenfield Delhi- Amritsar –Katra Expressway from Junction with Ambala-
Kaithal-Hisar Road (NH 152)) near Kharak Pandwa village to Junction with Patiala-Samana-Patran Road
(SH-10) near Ghaga Village Km 120+250 to Km 157+920) on Hybrid Annuity Mode under Bharatmala
Pariyojana in the state of Haryana and Punjab.

INDEPENDENT ENGINEER : SA Infrastructure Consultants Pvt. Ltd in JV with UPHAM International Corporation
CONCESSIONAIRE : CDS DAK-5 Expressway Pvt. Limited
CONTRACTOR : CDS Infra Projects Limited

SIEVE ANALYSIS OF WET MIX MACADAM

As per IRC MoRT&H TABLE 400-13

Laboratory : Date Sampled :

Location/Source : Sampled by :
Type of Materials : Date of Test :
Proposed Use : Tested by :
Wt. of Sample :

IS Sieve Size Weight Cumulative Cumulative Passing

(mm) Retained (g) Weight Retained (%) Specification Limit
Retained (g) (%)
53 100
45 95-100
22.4 60-80
11.2 40-60
4.75 25-40
2.36 15-30
0.600 8-22
0.075 0-5
PAN

Remarks:

Contractor's Concessionaire's Independent Engineer's

Representative Representative Representative

CDSDAK-5-QAM 270 | Page

 Format No. : FSEL/QC/CT/01
National Highways Authority of India
(Ministry of Road Transport & Highways)
Government of India
Construction of Four- Lane Greenfield Delhi- Amritsar –Katra Expressway from Junction with Ambala-
Kaithal-Hisar Road (NH 152)) near Kharak Pandwa village to Junction with Patiala-Samana-Patran
Road (SH-10) near Ghaga Village Km 120+250 to Km 157+920) on Hybrid Annuity Mode under
Bharatmala Pariyojana in the state of Haryana and Punjab.

INDEPENDENT ENGINEER : Consulting Engineers Group Limited

CONCESSIONAIRE : Fagne Songadh Expressway Limited
EPC CONTRACTOR : GHV (India) Private Limited

GRADATION OF MATERIAL FOR CEMENT TERATED SUB-BASE/BASE

As per IRC 109:2015 TABLE 2

Laboratory : Date Sampled :

Location/Source : Sampled by :
Type of Materials : Date of Test :
Proposed Use : Tested by :
Wt. of Sample :

SubBase/Base
IS Sieve Size Weight Cumulative Cumulative Passing
(mm) Retained (g) Weight Retained (%)
Retained (g) (%) Passing % Range

53 100
37.5 95-100
19 45-100
9.5 35-100
4.75 25-100
0.600 8-65
0.300 5-40
0.075 0-10
PAN

Remarks:

Contractor's Concessionaire's Independent Engineer's

Representative Representative Representative

CDSDAK-5-QAM Page
 Format No. : FSEL/QC/CT/02
National Highways Authority of India
(Ministry of Road Transport & Highways)
Government of India
Construction of Four- Lane Greenfield Delhi- Amritsar –Katra Expressway from Junction with
Ambala-Kaithal-Hisar Road (NH 152)) near Kharak Pandwa village to Junction with Patiala-Samana-
Patran Road (SH-10) near Ghaga Village Km 120+250 to Km 157+920) on Hybrid Annuity Mode
under Bharatmala Pariyojana in the state of Haryana and Punjab.
INDEPENDENT ENGINEER : Consulting Engineers Group Limited
CONCESSIONAIRE : Fagne Songadh Expressway Limited
EPC CONTRACTOR : GHV (India) Private Limited

SIEVE ANALYSIS OF AGGRGATE LAYER

As per MORTH 406.2.1.2 TABLE 400-13

Laboratory : Date Sampled :

Location/Source : Sampled by :
Type of Materials: Date of Test :
Proposed Use : Tested by :
Wt. of Sample :

IS Sieve Size Weight Cumulative Cumulative Passing

(mm) Retained (g) Weight Retained (%) Specification Limit
Retained (g) (%)

53 100
45 95-100
22.4 60-80
11.2 40-60
4.75 25-40
2.36 15-30
0.600 6-18
0.075 4-8
PAN

Remarks:

Contractor's Concessionaire's Independent Engineer's

Representative Representative Representative
CDSDAK-5-QAM Page
 Format No. : CDSDAK-5/QC/BIT/44
National Highways Authority of India
(Ministry of Road Transport & Highways)
Government of India

Construction of Four- Lane Greenfield Delhi- Amritsar –Katra Expressway from Junction with Ambala-Kaithal-Hisar Road
(NH 152)) near Kharak Pandwa village to Junction with Patiala-Samana-Patran Road (SH-10) near Ghaga Village Km
120+250 to Km 157+920) on Hybrid Annuity Mode under Bharatmala Pariyojana in the state of Haryana and Punjab.

: SA Infrastructure Consultants Pvt. Ltd in JV with UPHAM International Corporation

INDEPENDENT ENGINEER
CONCESSIONAIRE : CDS DAK-5 Expressway Pvt. Limited
CONTRACTOR : CDS Infra Projects Limited
SOFTENING POINT OF BITUMEN
( IS : 1205 - 1978 )

Laboratory No.: Date of Sampling :

Grade of Bitumen : Sampled By :
Source of Bitumen : Date of Testing :
Sample Condition: NORMAL/ RTFOT Sample Tested By :
Rate of Heating :

Time in Minutes Temp. oC Time in Minutes Temp. oC Remarks

Ball No 1 2 Average

Temperature(oC) at which the sample touches

bottom plate

Specifications:As per Grade VG 30 VG 40 PMB (HMAT>35oC)

IS73:2013/ IRC SP
53:2010 Value in 0C Minimum 47 0C Minimum 50 0C Minimum* 60 0C

* Where max temperature exceeds 40o C, Softening point should be Min 65o C & Increase in softening point is 5o C Max for RTFOT Sample

Remarks :

Contractor's Concessionaire's Independent Engineer's

Representative Representative Representative

CDSDAK-5-QAM 271 | Page

 Format No. : CDSDAK-5/QC/BIT/45
National Highways Authority of India
(Ministry of Road Transport & Highways)
Government of India
Construction of Four- Lane Greenfield Delhi- Amritsar –Katra Expressway from Junction with Ambala-Kaithal-
Hisar Road (NH 152)) near Kharak Pandwa village to Junction with Patiala-Samana-Patran Road (SH-10) near
Ghaga Village Km 120+250 to Km 157+920) on Hybrid Annuity Mode under Bharatmala Pariyojana in the state of
Haryana and Punjab.

INDEPENDENT ENGINEER : SA Infrastructure Consultants Pvt. Ltd in JV with UPHAM International Corporation
CONCESSIONAIRE : CDS DAK-5 Expressway Pvt. Limited
CONTRACTOR : CDS Infra Projects Limited

PENETRATION OF BITUMEN
( IS : 1203 - 1978 )

Laboratory No.: Date of Sampling :

Grade of Bitumen : Sampled By :
Source of Bitumen : Date of Testing :
Period of cooling in Atmosphere : 75 mins Tested By :
Period of cooling in water : 75 mins Room Temperature :
Sample Condition: NORMAL/ RTFOT Sample

Test Load 100 ± 0.25 gms

Test Temperature 250C ± 0.10C
Test Duration 5 Seconds.

Dial gauge Reading Penetration

1/10 th mm
TRIAL NO. Average Value
Initial (1) Final (2) (2-1)
1

Permissible Limits:- As Per IS 73:2013/ IRC SP 53:2010

Grade VG 30 VG 40 PMB
(HMAT>35oC)

Value in 1/10th of mm min 45 min 35 30 -50

Note: Reduction in penetration of residue RTFOT sample, at 25 oC is 35% Max. for PMB

Remarks:

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Representative Representative Representative

CDSDAK-5-QAM 272 | Page

 Format No. : CDSDAK-5/QC/BIT/46
National Highways Authority of India
(Ministry of Road Transport & Highways)
Government of India
Construction of Four- Lane Greenfield Delhi- Amritsar –Katra Expressway from Junction with Ambala-
Kaithal-Hisar Road (NH 152)) near Kharak Pandwa village to Junction with Patiala-Samana-Patran Road
(SH-10) near Ghaga Village Km 120+250 to Km 157+920) on Hybrid Annuity Mode under Bharatmala
Pariyojana in the state of Haryana and Punjab.
INDEPENDENT ENGINEER : SA Infrastructure Consultants Pvt. Ltd in JV with UPHAM International Corporation
CONCESSIONAIRE : CDS DAK-5 Expressway Pvt. Limited
CONTRACTOR : CDS Infra Projects Limited

SPECIFIC GRAVITY OF BITUMEN

( IS : 1202 - 1978 )

Laboratory No. : Date of Sampling :

Purpose of Use: Sampled By:
Grade of Bitumen : Date of Testing :
Test Temperature: 270C ± 10C Tested By:

S.NO DESCRIPTION NOTATION 1 2

Weight of Empty bottle with stopper

1 A
(g)
Weight of Bottle + Distilled water
2 B
(g)
Weight of Bottle + Half filled with material
3 C
(g)
Weight of Bottle + Half filled material +
4 D
Distilled water ( g )
(C-A)
5 Specific Gravity of Material
(B-A)-(D-C)

6 Average Specific Gravity

Remarks :

Contractor's Concessionaire's Independent Engineer's

Representative Representative Representative

CDSDAK-5-QAM 273 | Page

 Format No. : CDSDAK/QC/BIT/47
National Highways Authority of India
(Ministry of Road Transport & Highways)
Government of India
Construction of Four- Lane Greenfield Delhi- Amritsar –Katra Expressway from Junction with Ambala-
Kaithal-Hisar Road (NH 152)) near Kharak Pandwa village to Junction with Patiala-Samana-Patran Road
(SH-10) near Ghaga Village Km 120+250 to Km 157+920) on Hybrid Annuity Mode under Bharatmala
Pariyojana in the state of Haryana and Punjab.

INDEPENDENT ENGINEER : SA Infrastructure Consultants Pvt. Ltd in JV with UPHAM International Corporation
CONCESSIONAIRE : CDS DAK-5 Expressway Pvt. Limited
CONTRACTOR : CDS Infra Projects Limited
ABSOLUTE VISCOSITY TEST OF BITUMEN
( IS : 1206 Part-II)
Laboratory No. Date of Sampling :
Grade of Bitumen : Sampled By :
Source OF Bitumnen : Date of Testing :
Viscosity Tube Identification No : Tested By :
Sample Condition: NORMAL/ RTFOT Sample

S.No. DESCRIPTION Bulb -B Bulb -C

1 Specific Test Temperature in 0C

2 Actual Test Temperature in 0C

3 Flow time in seconds (t)

4 Calibration Factor (k)

5 Viscosity in Poise (k x t)

6 Average Viscosity in Poise

Permissible Limits as per IS73:2013 & IRC SP53:2010

VG-30 at 60o C Absolute 2400-3600 Poise

VG-40 at 60o C Absolute 3200-4800 Poise

PMB (HMAT>35oC) at 150o C Absolute 5-9 Poise

Viscosity Ratio at 60o C Max 4

Remarks:

Contractor's Concessionaire's Independent Engineer's

Representative Representative Representative

CDSDAK-5-QAM 274 | Page

 Format No. : CDSDAK/QC/BIT/48
National Highways Authority of India
(Ministry of Road Transport & Highways)
Government of India
Construction of Four- Lane Greenfield Delhi- Amritsar –Katra Expressway from Junction with Ambala-
Kaithal-Hisar Road (NH 152)) near Kharak Pandwa village to Junction with Patiala-Samana-Patran Road (SH-
10) near Ghaga Village Km 120+250 to Km 157+920) on Hybrid Annuity Mode under Bharatmala Pariyojana
in the state of Haryana and Punjab.

INDEPENDENT ENGINEER : SA Infrastructure Consultants Pvt. Ltd in JV with UPHAM International Corporation
CONCESSIONAIRE : CDS DAK-5 Expressway Pvt. Limited
CONTRACTOR : CDS Infra Projects Limited

KINEMATIC VISCOSITY TEST OF BITUMEN

( IS : 1206 Part-III)
Laboratory No. : Date of Sampling :
Grade of Bitumen : Sampled By :
Source of Bitumen : Date of Testing :
Viscosity Tube Identification No : Tested By :

S.No. DESCRIPTION Bulb -C

1 Specific Test Temperature in 0C
2 Actual Test Temperature in 0C
3 Flow time in seconds (t)

4 Calibration Factor (k)

5 Kinemitic Viscosity in cSt (k x t)

6 Average Kinemitic Viscosity in cSt

Permissible Limits as per IS73:2013

VG-30 Kinemitic 350 cSt Minumen
VG-40 Kinemitic 400 cSt Minumen
Remarks:

Contractor's Concessionaire's Independent Engineer's

Representative Representative Representative

CDSDAK-5-QAM 275 | Page

 Format No. : CDSDAK-5/QC/BIT/49
National Highways Authority of India
(Ministry of Road Transport & Highways)
Government of India

Construction of Four- Lane Greenfield Delhi- Amritsar –Katra Expressway from Junction with Ambala-Kaithal-Hisar Road
(NH 152)) near Kharak Pandwa village to Junction with Patiala-Samana-Patran Road (SH-10) near Ghaga Village Km
120+250 to Km 157+920) on Hybrid Annuity Mode under Bharatmala Pariyojana in the state of Haryana and Punjab.

INDEPENDENT ENGINEER : SA Infrastructure Consultants Pvt. Ltd in JV with UPHAM International Corporation
CONCESSIONAIRE : CDS DAK-5 Expressway Pvt. Limited
CONTRACTOR : CDS Infra Projects Limited

DETERMINATION OF VISCOSITY BY SAYBOLT VISCOMETER

(IS: 3117 - 2004)

Source of Materials : Date of Sampling :

Emulsion grade : Sampled by :
Sampling Location : Date of Testing :
Proposed Use : Tested by :

Sample -1 Sample-2
Pouring Temperature ˚ C

Test Temperature ˚ C

Viscosity in (Sec)

Specification: 20 - 100 Sec @ 50o C for Rapid Setting -1 Emulsion

20 - 100 Sec @ 25o C for Slow Setting -1 Emulsion

Remarks :

Contractor's Concessionaire's Independent Engineer's

Representative Representative Representative

CDSDAK-5-QAM 276 | Page

 Format No. : CDSDAK/QC/BIT/50
National Highways Authority of India
(Ministry of Road Transport & Highways)
Government of India
Construction of Four- Lane Greenfield Delhi- Amritsar –Katra Expressway from Junction with
Ambala-Kaithal-Hisar Road (NH 152)) near Kharak Pandwa village to Junction with Patiala-
Samana-Patran Road (SH-10) near Ghaga Village Km 120+250 to Km 157+920) on Hybrid
Annuity Mode under Bharatmala Pariyojana in the state of Haryana and Punjab.
INDEPENDENT ENGINEER : SA Infrastructure Consultants Pvt. Ltd in JV with UPHAM International Corporation
CONCESSIONAIRE : CDS DAK-5 Expressway Pvt. Limited
CONTRACTOR : CDS Infra Projects Limited

DUCTILITY TEST OF BITUMEN

( IS : 1208 - 1978 )

Laboratory No. : Date of Sampling :

Grade of Bitumen : Sampled By:
Source of Bitumen: Date of Testing :
Room Temperature : Tested By:
Test Temperature: 25 ± 0.50C. Conditioning of specimen :
Rate of Pulling 50 ± 2.5mm/Min. a) In air - 30 minuts
Temperature of Water : b) In water bath before trimming - 30 minuts
Sample condition: RTFOT Sample c) In water bath after trimming - 90 minuts

BRIQUETTE NUMBER
TEST PROPERTY MEAN VALUE
1 2 3

Ductility

Grade VG 30 VG 40
Value in
cm min 40 min 25

Remarks :

Contractor's Concessionaire's Independent Engineer's

Representative Representative Representative

CDSDAK-5-QAM 277 | Page

 Format No. : CDSDAK-5/QC/BIT/51
National Highways Authority of India
(Ministry of Road Transport & Highways)
Government of India
Construction of Four- Lane Greenfield Delhi- Amritsar –Katra Expressway from Junction with
Ambala-Kaithal-Hisar Road (NH 152)) near Kharak Pandwa village to Junction with Patiala-
Samana-Patran Road (SH-10) near Ghaga Village Km 120+250 to Km 157+920) on Hybrid
Annuity Mode under Bharatmala Pariyojana in the state of Haryana and Punjab.

INDEPENDENT ENGINEER : SA Infrastructure Consultants Pvt. Ltd in JV with UPHAM International Corporation
CONCESSIONAIRE : CDS DAK-5 Expressway Pvt. Limited
CONTRACTOR : CDS Infra Projects Limited

ELASTIC RECOVERY TEST

(IRC SP-53 - 2010 )

Laboratory No.: Date of Sampling :

Grade of Bitumen : Sampled By:
Source of Bitumen Date of Testing :
Test temperature: 15 ± 0.50C. Tested By:
Rate of Pulling: 50 ± 0.25cm/Min.
Conditioning of specimen : a) In air - 30 minuts
b) In water bath before trimming - 30 minuts
c) In water bath after trimming - 90 minuts
d) In water bath after cutting of specimen in two halves
Initial Length (cm) =

BRIQUETTE NUMBER
TEST PROPERTY
1 2 3

Length of recombined
Specimen (X)
(cm)

Elastic Recovery =
((10-X)/10)*100

Average Elastic Recovery

(%) =

Remarks :

Contractor's Concessionaire's Independent Engineer's

Representative Representative Representative

CDSDAK-5-QAM 278 | Page

 Format No. :CDSDAK-5/QC/BIT/52
National Highways Authority of India
(Ministry of Road Transport & Highways)
Government of India
Construction of Four- Lane Greenfield Delhi- Amritsar –Katra Expressway from Junction with Ambala-Kaithal-Hisar
Road (NH 152)) near Kharak Pandwa village to Junction with Patiala-Samana-Patran Road (SH-10) near Ghaga Village
Km 120+250 to Km 157+920) on Hybrid Annuity Mode under Bharatmala Pariyojana in the state of Haryana and
Punjab.

INDEPENDENT ENGINEER : SA Infrastructure Consultants Pvt. Ltd in JV with UPHAM International Corporation
CONCESSIONAIRE : CDS DAK-5 Expressway Pvt. Limited
CONTRACTOR : CDS Infra Projects Limited

SEPARATION TEST OF POLYMER MODIFIED BITUMEN

( AS PER IRC SP 53 : 2010 )
Laboratory No. Date of Sampling
Grade of Bitumen Sampled By
Source of PMB Date of Testing
Period of Heating in Oven @ 163 + 5 C :
O
48 hrs Tested By
Period of Cooling in Water Bath @ 6.7 + 5 OC : 4 hrs
Rate of Heating
Time in Minutes Temp. oC Time in Minutes Temp. oC Remarks

Top Sample Bottom Sample

Ball No Difference
Ring I Ring II
Temperature(oC) at which the sample touches
bottom plate

Specifications: As per IRC SP 53:2010, Max Difference in Softening Point Should not be more then 3 OC

Remarks :

Contractor's Concessionaire's Independent Engineer's

Representative Representative Representative

CDSDAK-5-QAM 279 | Page

onal Corporation
 Format No. : CDSDAK-5/QC/BIT/53
National Highways Authority of India
(Ministry of Road Transport & Highways)
Government of India
Construction of Four- Lane Greenfield Delhi- Amritsar –Katra Expressway from Junction with
Ambala-Kaithal-Hisar Road (NH 152)) near Kharak Pandwa village to Junction with Patiala-Samana-
Patran Road (SH-10) near Ghaga Village Km 120+250 to Km 157+920) on Hybrid Annuity Mode
under Bharatmala Pariyojana in the state of Haryana and Punjab.

INDEPENDENT ENGINEER : SA Infrastructure Consultants Pvt. Ltd in JV with UPHAM International Corporation
CONCESSIONAIRE : CDS DAK-5 Expressway Pvt. Limited
CONTRACTOR : CDS Infra Projects Limited

PRIME COAT / TACK COAT

[As per IS : 8887]

Laboratory No. : Date of Testing :

Type of Material : Tested By :
Chainage : Type of Surface :
Spraying Temperature: Specification Limit :

Weight of
Weight of Tray Weight of Tray Area of the Rate of Spray Average Rate
Tray No. Sample
(A) + Sample (B) Tray (D) =(C/(D*100)) of Spray
{C=(B-A)}
(g) (g) (m2) (kg/m2) (kg/m2)
(g)

Average Rate of spray per kg/ m2, as per MORTH2013 Specifications

Prime Coat : a) Over WMM surface-0.7 to1.0 kg/m2
b) Over CT base- 0.9 to 1.2 kg/ m2
Tack Coat : a) Over bitumen surface - 0.20 to 0.30 kg/m2
b) Over granular surface treated with primer- 0.25 to 0.30 kg/m2

Remark:

Contractor's Concessionaire's Independent Engineer's

Representative Representative Representative

CDSDAK-5-QAM 280 | Page

 Format No. : CDSDAK-5/QC/BIT/54
National Highways Authority of India
(Ministry of Road Transport & Highways)
Government of India
Construction of Four- Lane Greenfield Delhi- Amritsar –Katra Expressway from Junction with
Ambala-Kaithal-Hisar Road (NH 152)) near Kharak Pandwa village to Junction with Patiala-Samana-
Patran Road (SH-10) near Ghaga Village Km 120+250 to Km 157+920) on Hybrid Annuity Mode
under Bharatmala Pariyojana in the state of Haryana and Punjab.
INDEPENDENT ENGINEER : SA Infrastructure Consultants Pvt. Ltd in JV with UPHAM International Corporation
CONCESSIONAIRE : CDS DAK-5 Expressway Pvt. Limited
CONTRACTOR : CDS Infra Projects Limited
BITUMEN EXTRACTION TEST (BITUMINOUS MACADAM)
As per AASHTO T164
Laboratory No. : Date of Sampling :
Location : Sampled By :
Laying Chainage : Date of Testing :
Proposed Use : Tested By :

Sr. No. Discription Unit Sample-1 Sample- 2

1 Weight of Bituminous Mix {A} g
2 Initial Weight of Filter Paper {B} g
3 Weight of Aggregate after Extraction {C} g
4 Weight of Filter paper after Extraction {D} g
5 Weight of fines { E= (D-B)} g
6 Weight of fine material recovered from the extract {F} g
7 Weight of Binder { G = (A-C-E-F)} g
8 Binder Content {H = (G/A) X 100} By wt. of Mix %
Specification Limit: %

GRADATION AFTER EXTRACTION

Weight of Mix after Extraction (g) :
Cumulative
Sieve Size Weight of Material Weight of Specification
in mm Retained (g) % Retained % Passing Limit
Retained (g)
45
37.5
26.5
19.0
13.2
4.75
2.36
0.300
0.075
Pan

Remarks :

Contractor's Concessionaire's Independent Engineer's

Representative Representative Representative

CDSDAK-5-QAM 281 | Page

 Format No. : CDSDAK-5/QC/BIT/55
National Highways Authority of India
(Ministry of Road Transport & Highways)
Government of India
Construction of Four- Lane Greenfield Delhi- Amritsar –Katra Expressway from Junction with Ambala-Kaithal-
Hisar Road (NH 152)) near Kharak Pandwa village to Junction with Patiala-Samana-Patran Road (SH-10) near
Ghaga Village Km 120+250 to Km 157+920) on Hybrid Annuity Mode under Bharatmala Pariyojana in the state of
Haryana and Punjab.

INDEPENDENT ENGINEER : SA Infrastructure Consultants Pvt. Ltd in JV with UPHAM International Corporation
CONCESSIONAIRE : CDS DAK-5 Expressway Pvt. Limited
CONTRACTOR : CDS Infra Projects Limited
SIEVE ANALYSIS FOR BITUMINOUS MACADAM

[As per MoRTH Table 500-7, Grading 1 & 2]

Laboratory : Date of Sampling :

Location : Sampled By :
Laying Chainage : Date of Testing :
Proposed Use : Tested By :
Total Wt.of Mix :

IS Sieve Size Weight of Cumulative Cumulative Passing Specification Limit

Material Retained weight Retained Retained (%)
(mm) (g) (g) (%)
Grading 1 Grading 2
45 100 -

37.5 90-100 -

26.5 75-100 100

19.0 - 90 - 100

13.2 35-61 56 - 88

4.75 13-22 16 - 36

2.36 4 - 19 4 - 19

0.300 2 - 10 2 - 10

0.075 0-8 0-8

Pan

Remarks :

Contractor's Concessionaire's Independent Engineer's

Representative Representative Representative

CDSDAK-5-QAM 282 | Page

 Format No. : CDSDAK-5/QC/BIT/56
National Highways Authority of India
(Ministry of Road Transport & Highways)
Government of India
Construction of Four- Lane Greenfield Delhi- Amritsar –Katra Expressway from Junction with Ambala-
Kaithal-Hisar Road (NH 152)) near Kharak Pandwa village to Junction with Patiala-Samana-Patran Road
(SH-10) near Ghaga Village Km 120+250 to Km 157+920) on Hybrid Annuity Mode under Bharatmala
Pariyojana in the state of Haryana and Punjab.
INDEPENDENT ENGINEER
: SA Infrastructure Consultants Pvt. Ltd in JV with UPHAM International Corporation
CONCESSIONAIRE : CDS DAK-5 Expressway Pvt. Limited
CONTRACTOR : CDS Infra Projects Limited
BITUMEN EXTRACTION TEST (DENSE BITUMINOUS MACADAM)
As per AASHTO T164
Laboratory No. : Date of Sampling :
Location : Sampled By :
Laying Chainage : Date of Testing :
Proposed Use : Tested By :

Sr. No. Discription Unit Sample-1 Sample- 2

1 Weight of Bituminous Mix {A} g 1068 1153
2 Initial Weight of Filter Paper {B} g 3.91 3.92
3 Weight of Aggregate Mix after Extraction {C} g 1019 1100
4 Weight of Filter paper after Extraction {D} g 4.08 4.39
5 Weight of fines { E= (D-B)} g 0.17 0.47
6 Weight of fine material recovered from the extract {F} g 0 0
7 Weight of Binder { G = (A-C-E-F)} g 48.83 52.53
8 Binder Content {H = (G/A) X 100} By wt. of Mix % 4.57 4.56
Specification Limit: % 4.564

GRADATION AFTER EXTRACTION

Weight of Mix after Extraction (g) :

Sieve Size Weight of Material Cumulative

in mm Retained (g) Weight of % Retained % Passing JMF LIMIT
Retained (g)

Pan
Remarks :

Contractor's Concessionaire's Independent Engineer's

Representative Representative Representative

CDSDAK-5-QAM 283 | Page

 Format No. : CDSDAK-5/QC/BIT/57
National Highways Authority of India
(Ministry of Road Transport & Highways)
Government of India
Construction of Four- Lane Greenfield Delhi- Amritsar –Katra Expressway from Junction with Ambala-
Kaithal-Hisar Road (NH 152)) near Kharak Pandwa village to Junction with Patiala-Samana-Patran Road
(SH-10) near Ghaga Village Km 120+250 to Km 157+920) on Hybrid Annuity Mode under Bharatmala
Pariyojana in the state of Haryana and Punjab.
INDEPENDENT ENGINEER : SA Infrastructure Consultants Pvt. Ltd in JV with UPHAM International
Corporation
CONCESSIONAIRE : CDS DAK-5 Expressway Pvt. Limited
CONTRACTOR : CDS Infra Projects Limited

SIEVE ANALYSIS FOR DENSE GRADED BITUMINOUS MIX

[As per MoRTH Table 500-10, Grading 1 & 2]

Laboratory No. : Date of Sampling :

Location : Sampled By :
Laying Chainage : Date of Testing :
Proposed Use : Tested By :
Total Wt.of Mix :

IS Sieve Size Weight of Material Cumulative weight Cumulative Passing

Retained JMF Specification
(mm) Retained (g) Retained (g) (%) (%)

37.5 100

26.5 86-100

19.0 75-90

13.2 62-76

4.75 41-53

2.36 31-41

0.300 8-16

0.075 1-5

Pan

Remarks:

Contractor's Concessionaire's Independent Engineer's

Representative Representative Representative

CDSDAK-5-QAM 284 | Page

 Format No. : CDSDAK-5/QC/BIT/57
National Highways Authority of India
(Ministry of Road Transport & Highways)
Government of India
Construction of Four- Lane Greenfield Delhi- Amritsar –Katra Expressway from Junction with Ambala-
Kaithal-Hisar Road (NH 152)) near Kharak Pandwa village to Junction with Patiala-Samana-Patran Road
(SH-10) near Ghaga Village Km 120+250 to Km 157+920) on Hybrid Annuity Mode under Bharatmala
Pariyojana in the state of Haryana and Punjab.
INDEPENDENT ENGINEER : SA Infrastructure Consultants Pvt. Ltd in JV with UPHAM International
Corporation
CONCESSIONAIRE : CDS DAK-5 Expressway Pvt. Limited
CONTRACTOR : CDS Infra Projects Limited

SIEVE ANALYSIS FOR DENSE GRADED BITUMINOUS MIX

[As per MoRTH Table 500-10, Grading 1 & 2]

Laboratory No. : Date of Sampling:

Location: Sampled By:
Laying Chainage: Date of Testing:
Proposed Use: Tested By:
Total Wt.of Mix: 20000

IS Sieve Size Weight of Material Cumulative weight Cumulative Passing

Retained JMF Specification
(mm) Retained (g) Retained (g) (%) (%)

45.0 0 0 0 0 100

37.5 0 0 0.00 100.00 92-100

26.5 4000 4000 20.00 80.00 70-86

13.2 3000 7000 35.00 65.00 57-71

4.75 4200 11200 56.00 44.00 38-50

2.36 1800 13000 65.00 35.00 29-39

0.300 4400 17400 87.00 13.00 8-16

0.075 1900 19300 96.50 3.50 1-5

Pan

Remarks:

Contractor's Concessionaire's Independent Engineer's

Representative Representative Representative

CDSDAK-5-QAM 284 | Page

 Format No. : CDSDAK-5/QC/BIT/57
National Highways Authority of India
(Ministry of Road Transport & Highways)
Government of India
Construction of Four- Lane Greenfield Delhi- Amritsar –Katra Expressway from Junction with Ambala-
Kaithal-Hisar Road (NH 152)) near Kharak Pandwa village to Junction with Patiala-Samana-Patran Road
(SH-10) near Ghaga Village Km 120+250 to Km 157+920) on Hybrid Annuity Mode under Bharatmala
Pariyojana in the state of Haryana and Punjab.
INDEPENDENT ENGINEER : SA Infrastructure Consultants Pvt. Ltd in JV with UPHAM International
Corporation
CONCESSIONAIRE : CDS DAK-5 Expressway Pvt. Limited
CONTRACTOR : CDS Infra Projects Limited

SIEVE ANALYSIS FOR DENSE GRADED BITUMINOUS MIX

[As per MoRTH Table 500-10, Grading 1 & 2]

Laboratory No. : Date of Sampling:

Location: Sampled By:
Laying Chainage: Date of Testing:
Proposed Use: Tested By:
Total Wt.of Mix: 23400

IS Sieve Size Weight of Material Cumulative weight Cumulative Passing

Retained JMF Specification
(mm) Retained (g) Retained (g) (%) (%)

37.5 0 0 0 0 100

26.5 1264 1264 5.40 94.60 86-100

19.0 2597 3861 16.50 83.50 75-90

13.2 3323 7184 30.70 69.30 62-76

4.75 5359 12542 53.60 46.40 41-53

2.36 2586 15128 64.65 35.35 31-41

0.300 5417 20545 87.80 12.20 8-16

0.075 1989 22534 96.30 3.70 1-5

Pan

Remarks:

Contractor's Concessionaire's Independent Engineer's

Representative Representative Representative

CDSDAK-5-QAM 284 | Page

 Format No. : CDSDAK-5/QC/BIT/60
National Highways Authority of India
(Ministry of Road Transport & Highways)
Government of India
Construction of Four- Lane Greenfield Delhi- Amritsar –Katra Expressway from Junction with Ambala-Kaithal-Hisar Road (NH 152)) near Kharak Pandwa
village to Junction with Patiala-Samana-Patran Road (SH-10) near Ghaga Village Km 120+250 to Km 157+920) on Hybrid Annuity Mode under Bharatmala
Pariyojana in the state of Haryana and Punjab.
INDEPENDENT ENGINEER : SA Infrastructure Consultants Pvt. Ltd in JV with UPHAM International Corporation
CONCESSIONAIRE : CDS DAK-5 Expressway Pvt. Limited
CONTRACTOR : CDS Infra Projects Limited
BITUMINOUS MIX PROPERTIES BY MARSHALL METHOD (DBM-1/DMB-2/BC-1/BC-2/SAM-1/SAM-2/BM-1/BM-2)
(As per MS-2/ ASTM - D 2726)
Laboratory No. : Grade of Bitumen :
Type of Mix : Sp.Gr.of Bitumen (Gb) : g/cc
Laying Chainage : Apparent Sp.Gr. Of Mix (Gsa) : g/cc
Date of Sampling/ Paving : Date of Testing : Bulk Sp.Gr. Of Mix (Gsb) : g/cc
Sampled By: : Tested By: Effective Sp.Gr. Of Mix (Gse) : g/cc
Pmm=Percent by weight of total loose mixture = 100 P.Ring Correction Factor (CF) : KN/ Div
Wt of Specimen (g) STABILITY
% Volume of Bulk VIM VMA VFB
Bitumen Specimen Density of Max Sp.Gr. of Marshall Correcti Corrected Flow
Proving
by wt of Spec. Spec. Ht In Air In Water
SSD in
(cc) specimen Specimen (%) (%) (%) Ring Stability on Stability
Sample mix No air (g/cc)
No. Reading (KN) Factor (kN)
(mm)
Gmb= Gmm=Pmm/ VIM=(Gmm- VMA=100- VFB=(VMA-
Pb mm A B C D=(C-B) ((Ps/Gse)+ Gmb)/ ((Gmb* (100- VIM)/VMA*100 F G= (F*CF) H I=(G*H)
(A/D) (Pb/Gb)) Gmm)*100 Pb)/Gsb))

1
2
1 3
Avg.:
1
2
2 3
Avg.:
Remarks

Contractor's Concessionaire's Independent Engineer's

Representative Representative Representative

CDSDAK-5-QAM 291 | Page

 Format No. : CDSDAK-5/QC/BIT/60
National Highways Authority of India
(Ministry of Road Transport & Highways)
Government of India
Construction of Four- Lane Greenfield Delhi- Amritsar –Katra Expressway from Junction with Ambala-Kaithal-Hisar Road (NH 152)) near Kharak Pandwa
village to Junction with Patiala-Samana-Patran Road (SH-10) near Ghaga Village Km 120+250 to Km 157+920) on Hybrid Annuity Mode under Bharatmala
Pariyojana in the state of Haryana and Punjab.
INDEPENDENT ENGINEER : SA Infrastructure Consultants Pvt. Ltd in JV with UPHAM International Corporation
CONCESSIONAIRE : CDS DAK-5 Expressway Pvt. Limited
CONTRACTOR : CDS Infra Projects Limited
BITUMINOUS MIX PROPERTIES BY MARSHALL METHOD (DBM-1/DMB-2/BC-1/BC-2/SAM-1/SAM-2/BM-1/BM-2)
(As per MS-2/ ASTM - D 2726)
Laboratory No.: Grade of Bitumen:
Type of Mix: Sp.Gr.of Bitumen (Gb): g/cc
Laying Chainage: Apparent Sp.Gr. Of Mix (Gsa): g/cc
Date of Sampling/ Paving: Date of Testing : Bulk Sp.Gr. Of Mix (Gsb): g/cc
Sampled By: Tested By: Effective Sp.Gr. Of Mix (Gse): g/cc
Pmm=Percent by weight of total loose mixture = 100 P.Ring Correction Factor (CF): KN/ Div
Wt of Specimen (g) STABILITY
% Volume of Bulk VIM VMA VFB
Bitumen Specimen Density of Max Sp.Gr. of Marshall Correcti Corrected Flow
Proving
by wt of Spec. Spec. Ht In Air In Water
SSD in
(cc) specimen Specimen (%) (%) (%) Ring Stability on Stability
Sample mix No air (g/cc)
No. Reading (KN) Factor (kN)
(mm)
Gmb= Gmm=Pmm/ VIM=(Gmm- VMA=100- VFB=(VMA-
Pb mm A B C D=(C-B) ((Ps/Gse)+ Gmb)/ ((Gmb* (100- VIM)/VMA*100 F G= (F*CF) H I=(G*H)
(A/D) (Pb/Gb)) Gmm)*100 Pb)/Gsb))

1 1238.0 718.0 1241.0 523.0 2.367

2 1237.5 717.5 1239.5 522.0 2.371
1 3 1244.5 724.5 1248.0 523.5 2.377
Avg.:
1
2
2 3
Avg.:
Remarks

Contractor's Concessionaire's Independent Engineer's

Representative Representative Representative

CDSDAK-5-QAM 291 | Page

 Format No. : CDSDAK-5/QC/BIT/58
National Highways Authority of India
(Ministry of Road Transport & Highways)
Government of India
Construction of Four- Lane Greenfield Delhi- Amritsar –Katra Expressway from Junction with Ambala-
Kaithal-Hisar Road (NH 152)) near Kharak Pandwa village to Junction with Patiala-Samana-Patran Road
(SH-10) near Ghaga Village Km 120+250 to Km 157+920) on Hybrid Annuity Mode under Bharatmala
Pariyojana in the state of Haryana and Punjab.

INDEPENDENT ENGINEER : SA Infrastructure Consultants Pvt. Ltd in JV with UPHAM International Corporation
CONCESSIONAIRE : CDS DAK-5 Expressway Pvt. Limited
CONTRACTOR : CDS Infra Projects Limited
BITUMEN EXTRACTION TEST (BITUMINOUS CONCRETE)
As per AASHTO T164
Laboratory No. : Date of Sampling :
Location : Sampled By :
Laying Chainage : Date of Testing :
Proposed Use : Tested By :
Sr. No. Discription Unit Sample-1 Sample- 2
1 Weight of Bituminous Mix {A} g
2 Initial Weight of Filter Paper {B} g
3 Weight of Aggregate Mix after Extraction {C} g
4 Weight of Filter paper after Extraction {D} g
5 Weight of fines { E= (D-B)} g
6 Weight of fine material recovered from the extract {F} g
7 Weight of Binder { G = (A-C-E-F)} g
8 Binder Content {H = (G/A) X 100} By wt. of Mix %
Specification Limit : %

GRADATION AFTER EXTRACTION

Weight of Mix after Extraction (g) :

Sieve Size Weight of Material Cumulative Weight

in mm Retained (g) of Retained (g) % Retained % Passing JMF LIMIT

Pan
Remarks :

Contractor's Concessionaire's Independent Engineer's

Representative Representative Representative

CDSDAK-5-QAM 285 | Page

 Format No. : CDSDAK-5/QC/BIT/59
National Highways Authority of India
(Ministry of Road Transport & Highways)
Government of India
Construction of Four- Lane Greenfield Delhi- Amritsar –Katra Expressway from Junction with Ambala-
Kaithal-Hisar Road (NH 152)) near Kharak Pandwa village to Junction with Patiala-Samana-Patran
Road (SH-10) near Ghaga Village Km 120+250 to Km 157+920) on Hybrid Annuity Mode under
Bharatmala Pariyojana in the state of Haryana and Punjab.

INDEPENDENT ENGINEER : SA Infrastructure Consultants Pvt. Ltd in JV with UPHAM International Corporation
CONCESSIONAIRE : CDS DAK-5 Expressway Pvt. Limited
CONTRACTOR : CDS Infra Projects Limited
SIEVE ANALYSIS FOR BITUMINOUS CONCRETE LAYER
[As per MoRTH Table 500-17, Grading 1&2]
Laboratory No. : Date of Sampling :
Location : Sampled By :
Laying Chainage : Date of Testing :
Proposed Use : Tested By :
Total Wt.of Mix :

IS Sieve Size Weight of Cumulative

Cumulative Retained Passing
Material weight Retained JMF Specification
(%) (%)
(mm) Retained (g) (g)

Pan

Remarks

Contractor's Concessionaire's Independent Engineer's

Representative Representative Representative

CDSDAK-5-QAM 286 | Page

 Format No. : CDSDAK-5/QC/SM
National Highways Authority of India
(Ministry of Road Transport & Highways)
Government of India
Construction of Four- Lane Greenfield Delhi- Amritsar –Katra Expressway from Junction with Ambala
Kaithal-Hisar Road (NH 152)) near Kharak Pandwa village to Junction with Patiala-Samana-Patran Ro
(SH-10) near Ghaga Village Km 120+250 to Km 157+920) on Hybrid Annuity Mode under Bharatmal
Pariyojana in the state of Haryana and Punjab.

INDEPENDENT ENGINEER : SA Infrastructure Consultants Pvt. Ltd in JV with UPHAM International Corpor
CONCESSIONAIRE : CDS DAK-5 Expressway Pvt. Limited
CONTRACTOR : CDS Infra Projects Limited
BITUMEN EXTRACTION TEST (STONE MATRIX ASPHALT)
As per AASHTO T164
Laboratory No. : Date of Sampling
Location : Sampled By
Laying Chainage : Date of Testing
Proposed Use : Tested By
Sr. No. Discription Unit Sample-1
1 Weight of Bituminous Mix {A} g
2 Initial Weight of Filter Paper {B} g
3 Weight of Aggregate Mix after Extraction {C} g
4 Weight of Filter paper after Extraction {D} g
5 Weight of fines { E= (D-B)} g
6 Weight of fine material recovered from the extract {F} g
7 Weight of Binder { G = (A-C-E-F)} g
8 Binder Content {H = (G/A) X 100} By wt. of Mix %
Specification Limit : %

GRADATION AFTER EXTRACTION FOR 19MM AGGREGATE

Weight of Mix after Extraction (g) :

Sieve Size Weight of Material Cumulative Weight % Retained % Passing

in mm Retained (g) of Retained (g)

26.5
19.0
13.2
9.5
4.75
 2.36
1.18
0.600
0.300
0.075
Pan
Remarks :

Contractor's Concessionaire's Independent Engine

Representative Representative Representa

CDSDAK-5-QAM
 Format No. : CDSDAK-5/QC/SMA/75

Junction with Ambala-

a-Samana-Patran Road
ode under Bharatmala

M International Corporation

:
:
:
:
Sample- 2

Specification
Limit

100
90-100
45-70
25-60
20-28
 16-24
13-21
12‒18
10-20
08-22

Independent Engineer's
Representative

287 | Page
 Format No. : CDSDAK-5/QC/SMA/76
National Highways Authority of India
(Ministry of Road Transport & Highways)
Government of India
Construction of Four- Lane Greenfield Delhi- Amritsar –Katra Expressway from Junction with Ambala-Kaithal-Hisar
Road (NH 152)) near Kharak Pandwa village to Junction with Patiala-Samana-Patran Road (SH-10) near Ghaga
Village Km 120+250 to Km 157+920) on Hybrid Annuity Mode under Bharatmala Pariyojana in the state of Haryana
and Punjab.

: SA Infrastructure Consultants Pvt. Ltd in JV with UPHAM International Corporation

INDEPENDENT ENGINEER
CONCESSIONAIRE : CDS DAK-5 Expressway Pvt. Limited
CONTRACTOR : CDS Infra Projects Limited
SIEVE ANALYSIS FOR STONE MATRIX ASPHALT
[As per MoRTH Table 500-37, Grading For 19mm]
Laboratory No. : Date of Sampling :
Location : Sampled By :
Laying Chainage : Date of Testing :
Proposed Use : Tested By :
Total Wt.of Mix :

IS Sieve Size Weight of Cumulative Cumulative Retained Passing

Material weight Retained Specification Limit
(%) (%)
(mm) Retained (g) (g)

26.5 100

19.0 90-100

13.2 45-70

9.5 25-60

4.75 20-28

2.36 16-24

1.18 13-21

0.600 12‒18

0.300 10-20

0.075 08-22

Pan

Remarks

Contractor's Concessionaire's Independent Engineer's

Representative Representative Representative
CDSDAK-5-QAM 288 | Page
 Format No. : CDSDAK-5/QC/SMA/76
National Highways Authority of India
(Ministry of Road Transport & Highways)
Government of India
Construction of Four- Lane Greenfield Delhi- Amritsar –Katra Expressway from Junction with Ambala-Kaithal-Hisar
Road (NH 152)) near Kharak Pandwa village to Junction with Patiala-Samana-Patran Road (SH-10) near Ghaga
Village Km 120+250 to Km 157+920) on Hybrid Annuity Mode under Bharatmala Pariyojana in the state of Haryana
and Punjab.

: SA Infrastructure Consultants Pvt. Ltd in JV with UPHAM International Corporation

INDEPENDENT ENGINEER
CONCESSIONAIRE : CDS DAK-5 Expressway Pvt. Limited
CONTRACTOR : CDS Infra Projects Limited
SIEVE ANALYSIS FOR STONE MATRIX ASPHALT
[As per MoRTH Table 500-37, Grading For 13mm]
Laboratory No. : Date of Sampling :
Location : Sampled By :
Laying Chainage : Date of Testing :
Proposed Use : Tested By :
Total Wt.of Mix :

IS Sieve Size Weight of Cumulative Cumulative Retained Passing

Material weight Retained Specification Limit
(%) (%)
(mm) Retained (g) (g)

19.0 100

13.2 90-100

9.5 50-75

4.75 20-28

2.36 16-24

1.18 13-21

0.600 12-18

0.300 10-20

0.075 8-12

Pan

Remarks

Contractor's Concessionaire's Independent Engineer's

Representative Representative Representative

CDSDAK-5-QAM 288 | Page

 Format No. : CDSDAK-5/QC/SMA/73
National Highways Authority of India
(Ministry of Road Transport & Highways)
Government of India

Construction of Four- Lane Greenfield Delhi- Amritsar –Katra Expressway from Junction with Ambala-Kaithal-Hisar
Road (NH 152)) near Kharak Pandwa village to Junction with Patiala-Samana-Patran Road (SH-10) near Ghaga Village
Km 120+250 to Km 157+920) on Hybrid Annuity Mode under Bharatmala Pariyojana in the state of Haryana and
Punjab.

INDEPENDENT ENGINEER : SA Infrastructure Consultants Pvt. Ltd in JV with UPHAM International Corporation
CONCESSIONAIRE : CDS DAK-5 Expressway Pvt. Limited
EPC CONTRACTOR : CDS Infra Projects Limited

Asphalt Draindown
As per ASTM D 6390

Source of Materials Date of Sampling :

Sampling Location Date of Testing :
Type of Material Sample by :

Sr.
Description Test 1 Test 2
No.
1 Sample Temperature (˚C )
2 Weight of Empty Basket (W1) (gms)
3 Weight of Basket + Sample (W2) (gms)
4 Weight of Sample (W=W2-W1) (gms)
5 Weight of Empty Catch Plate (P1) (gms)
6 Weight of Empty Catch Plate + Drained Material after removing the oven.(P2) (gms)
7 Wt. of Drained Material (P=P2-P1) (gms)
8 % of Drained Down Material (P/W X 100) (%)
9 Average % of Drained Down Material

Remarks :

Contractor's Concessionaire's Independent Engineer's

Representative Representative Representative

CDSDAK-5-QAM 289 | Page

 Format No. : CDSDAK-5/QC
National Highways Authority of India
(Ministry of Road Transport & Highways)
Government of India

Construction of Four- Lane Greenfield Delhi- Amritsar –Katra Expressway from Junction with Ambala-Kaithal-His
(NH 152)) near Kharak Pandwa village to Junction with Patiala-Samana-Patran Road (SH-10) near Ghaga Villag
120+250 to Km 157+920) on Hybrid Annuity Mode under Bharatmala Pariyojana in the state of Haryana and Pu

INDEPENDENT ENGINEER : SA Infrastructure Consultants Pvt. Ltd in JV with UPHAM International Corporation
CONCESSIONAIRE : CDS DAK-5 Expressway Pvt. Limited
EPC CONTRACTOR : CDS Infra Projects Limited

DRY RODED BULK DENSITY

As per IS : 2386 Part-3

Source of Materials Date of Sampling :

Type of Material Date of Testing :

SI.No. Description Trail No. -1

1 Weight of Container (T) ( gms )

2 Weight of Container+Aggregates (G) ( gms )

3 Weight of Container+Water

4 Weight of Aggregates (G-T) ( B-A )

5 Volume of Container (V) ( CC )

6 Bulk Density of Aggregate Ys = (G-T)/V ( gm / cc )

7 Average Bulk Density of Aggregate ( gm / cc )

VCADRC= (Gca X Yw)- Ys)/(Gca X Yw)*100 =

VCADRC= (Gca X Yw)- Ys)/(Gca X Yw)*100 =

 Where Yw = Unit weight of Water = 1 gm/cc

Gca = Bulk Specific Gravity of Coarse Agg. Fraction

Where Ys = Unit weight of Coarse Agg. Fraction in dry rodded condition (gm/cc)
Remarks :

CDSDAK-5-QAM
 Format No. : CDSDAK-5/QC/SMA/74

unction with Ambala-Kaithal-Hisar Road

Road (SH-10) near Ghaga Village Km
na in the state of Haryana and Punjab.

PHAM International Corporation

Date of Sampling :

Date of Testing :

Trail No. -2 Trail No. -3

290 | Page
 Format No. : CDSDAK-5/QC/BIT/61
National Highways Authority of India
(Ministry of Road Transport & Highways)
Government of India

Construction of Four- Lane Greenfield Delhi- Amritsar –Katra Expressway from Junction with Ambala-Kaithal-Hisar Road (NH 152))
near Kharak Pandwa village to Junction with Patiala-Samana-Patran Road (SH-10) near Ghaga Village Km 120+250 to Km 157+920) on
Hybrid Annuity Mode under Bharatmala Pariyojana in the state of Haryana and Punjab.

INDEPENDENT ENGINEER : SA Infrastructure Consultants Pvt. Ltd in JV with UPHAM International Corporation
CONCESSIONAIRE : CDS DAK-5 Expressway Pvt. Limited
CONTRACTOR : CDS Infra Projects Limited

DETERMINATION OF DENSITY OF COMPACTED BITUMINOUS LAYER

Laboratory No. : RFI No.:
Chainage : Date of Paving :
Layer No. : Date of Testing :
Type of Mix : Bulk Density (Lab) {Y} : g/cc

Core Field Bulk

Average Core Weight of Weightt of Weight of
S.No Volume of Density Of Compaction
Offset with Thickness specimen in Air specimen in Specimen in
specimen (cc) Specimen (%)
Location respect to (mm) (g) Water (g) SSD (g)
(g/cc)
Kerb/ CL (m)

A B C D E F G H I=E/H J=I/Y X100

Remarks:

Contractor's Concessionaire's Independent Engineer's

Representative Representative Representative

CDSDAK-5-QAM 292 | Page

 Format No. : CDSDAK-5/QC/BIT/62
National Highways Authority of India
(Ministry of Road Transport & Highways)
Government of India

Construction of Four- Lane Greenfield Delhi- Amritsar –Katra Expressway from Junction with Ambala-Kaithal-Hisar Road (NH 152)) near
Kharak Pandwa village to Junction with Patiala-Samana-Patran Road (SH-10) near Ghaga Village Km 120+250 to Km 157+920) on Hybrid
Annuity Mode under Bharatmala Pariyojana in the state of Haryana and Punjab.

INDEPENDENT ENGINEER : SA Infrastructure Consultants Pvt. Ltd in JV with UPHAM International Corporation
CONCESSIONAIRE : CDS DAK-5 Expressway Pvt. Limited
CONTRACTOR : CDS Infra Projects Limited

Bituminous Mix Laying Sheet

Chainage : Date :
Layer : RFI No :
Type of Mix :

Temp at Laying Temp at Cumulative

S.No Vehicle No Plant No. Plant Temp at Rolling (oC Quantity Quantity Contractor Concessnaire I.E Sign Remarks
(MT) (MT) Sign Sign
(oC ) Site (oC ) )

Contractor's Concessionaire's Independent Engineer's

Representative Representative Representative

CDSDAK-5-QAM 293 | Page

 Format No. : CDSDAK-5/QC/BIT/63
National Highways Authority of India
(Ministry of Road Transport & Highways)
Government of India
Construction of Four- Lane Greenfield Delhi- Amritsar –Katra Expressway from Junction with Ambala-Kaithal-
Hisar Road (NH 152)) near Kharak Pandwa village to Junction with Patiala-Samana-Patran Road (SH-10) near
Ghaga Village Km 120+250 to Km 157+920) on Hybrid Annuity Mode under Bharatmala Pariyojana in the
state of Haryana and Punjab.

INDEPENDENT ENGINEER : SA Infrastructure Consultants Pvt. Ltd in JV with UPHAM International Corporation
CONCESSIONAIRE : CDS DAK-5 Expressway Pvt. Limited
EPC CONTRACTOR : CDS Infra Projects Limited

THEORETICAL MAX. SPECIFIC GRAVITY OF PAVING MIXTURE

( IRC 111-2009/ ASTM D 2041 )

Laboratory No. : Date of Sampling :

Type of Aggregate : Sampled By:

Type Binder : Date of Testing :

Binder Used : Tested by:

Residual Pressure for Vacuum :

S.NO DESCRIPTION NOTATION 1 2

1 Empty Weight of Flask (g) A 2336

2 Weight of Flask + Mix (g) B 6407

(g)
Submerged weight of Flask +Mix + Water at 25 oc (g) (After
3 removing air voids by vacuum) C 12288

4 Submerged weight of Flask + Water at 25 oc (g) D 9836

( B - A )/
5 Theoretical Max. Specific gravity ( g/cc ) (( B - A ) - ( C-D )) 2.515

6 Average

Remarks :

Contractor's Concessionaire's Independent Engineer's

Representative Representative Representative

CDSDAK-5-QAM 294 | Page

 Format No. : CDSDAK-5/QC/BIT/64
National Highways Authority of India
(Ministry of Road Transport & Highways)
Government of India
Construction of Four- Lane Greenfield Delhi- Amritsar –Katra Expressway from Junction with Ambala-Kaithal-Hisar Road (NH 152)) near Kharak Pandwa village to Junction with Patiala-Samana-Patran
Road (SH-10) near Ghaga Village Km 120+250 to Km 157+920) on Hybrid Annuity Mode under Bharatmala Pariyojana in the state of Haryana and Punjab.

INDEPENDENT ENGINEER : SA Infrastructure Consultants Pvt. Ltd in JV with UPHAM International Corporation

CONCESSIONAIRE : CDS DAK-5 Expressway Pvt. Limited

EPC CONTRACTOR : CDS Infra Projects Limited

Refusal Density of Bitumen Mix DBM/BC

Type of Mix : Specific Gravity of Bitumen:

Compaction : 300 Blows on Each Side Date of Testing
Mixing Temp. 0
C Compacting Tempe. 0
C
Bulk Specific Gravity of Combined Aggregates (gm/cc)-(3)
Effective Specific Gravity of Combined Aggregates (gm/cc)-(1)

A) Density of DBM At Refusal:

Wt. gm
Sample % Bitumen in Mix Ht. of Sample, mm Volume cc Bulk Density GMM Air Voids
No.
In Air In Water SSD

1 2 3 4 5 6 7=6-5 8=4/7 9 (9-8)/9*100

Average

Average

Remark:

Contractor's Concessionaire's Independent Engineer's

Representative Representative Representative

CDSDAK-5-QAM 295 | Page

 Format No. : CDSDAK-5/QC/BIT/65
National Highways Authority of India

(Ministry of Road Transport & Highways)

Government of India

Construction of Four- Lane Greenfield Delhi- Amritsar –Katra Expressway from Junction with Ambala-Kaithal-Hisar Road (NH 152)) near Kharak Pandwa village to Junction with Patiala-Samana-Patran Road (SH-10) near
Ghaga Village Km 120+250 to Km 157+920) on Hybrid Annuity Mode under Bharatmala Pariyojana in the state of Haryana and Punjab.

INDEPENDENT ENGINEER : SA Infrastructure Consultants Pvt. Ltd in JV with UPHAM International Corporation

CONCESSIONAIRE : CDS DAK-5 Expressway Pvt. Limited

CONTRACTOR : CDS Infra Projects Limited

Loss of Stability ( ASTM D 1075)

Location: Grade of Bitumen

Date of Sampling: Proving Ring Calibration Factor (kN/Div):

Date of Testing: Proving Ring Calibration ID:

Mass in Gms Volumetric Analysis Marshall Stability

Group Spec. Ht. (mm) In Air In Water SSD in Air Bulk Volume Bulk Density
Bitumen Proving Ring Corrected Stability
Sr. No. Content % Immersion Period Reading Stabilty KN Volume Corr. Factor KN Retained Stability
mm A B C D=(C-B) Gmb= (A/D)

2
1A (Dry Specimen) 4 Hours at 25⁰ C in Air

Average

4
24 Hours at 60⁰ C in
1B (Immers 5 water and after 2
Specimen) hours at 25⁰C in
water
6

Average

2
2A (Dry Specimen) 4 Hours at 25⁰ C in Air

Average

4
24 Hours at 60⁰ C in
2B (Immers 5 water and after 2
Specimen) hours at 25⁰C in
water
6

Average

Remark:

Average:

Contractor's Concessionaire's Independent Engineer's

Representative Representative Representative

CDSDAK-5-QAM 296 | Page

 Format No. : CDSDAK-5/QC/BIT/66
National Highways Authority of India
(Ministry of Road Transport & Highways)
Government of India
Construction of Four- Lane Greenfield Delhi- Amritsar –Katra Expressway from Junction with Ambala-Kaithal-Hisar Road (NH 152)) near Kharak
Pandwa village to Junction with Patiala-Samana-Patran Road (SH-10) near Ghaga Village Km 120+250 to Km 157+920) on Hybrid Annuity Mode
under Bharatmala Pariyojana in the state of Haryana and Punjab.

INDEPENDENT ENGINEER : SA Infrastructure Consultants Pvt. Ltd in JV with UPHAM International Corporation
CONCESSIONAIRE : CDS DAK-5 Expressway Pvt. Limited
CONTRACTOR : CDS Infra Projects Limited

CORE CUTTING PLAN - MAIN CAIRAGE WAY (MCW)

RFI NO. : Date of Laying :

Location : Date of Core Cutting :

LMCW RMCW

Median

Remarks:

Contractor's Concessionaire's Independent Engineer's

Representative Representative Representative

CDSDAK-5-QAM 297 | Page

 Format No. : CDSDAK-5/QC/BIT/67
National Highways Authority of India
(Ministry of Road Transport & Highways)
Government of India
Construction of Four- Lane Greenfield Delhi- Amritsar –Katra Expressway from Junction with Ambala-
Kaithal-Hisar Road (NH 152)) near Kharak Pandwa village to Junction with Patiala-Samana-Patran Road
(SH-10) near Ghaga Village Km 120+250 to Km 157+920) on Hybrid Annuity Mode under Bharatmala
Pariyojana in the state of Haryana and Punjab.
INDEPENDENT ENGINEER : SA Infrastructure Consultants Pvt. Ltd in JV with UPHAM International Corporation
CONCESSIONAIRE : CDS DAK-5 Expressway Pvt. Limited
CONTRACTOR : CDS Infra Projects Limited

CORE CUTTING PLAN - SERVICE ROAD(SR)

RFI NO. : Date of Laying :

Location : Date of Core Cutting :

LSR RSR
SR INNER EDGE

Remarks:

Contractor's Concessionaire's Independent Engineer's

Representative Representative Representative

CDSDAK-5-QAM 298 | Page

 Format No. : CDSDAK-5/QC/BIT/68
National Highways Authority of India
(Ministry of Road Transport & Highways)
Government of India
Construction of Four- Lane Greenfield Delhi- Amritsar –Katra Expressway from Junction with
Ambala-Kaithal-Hisar Road (NH 152)) near Kharak Pandwa village to Junction with Patiala-Samana-
Patran Road (SH-10) near Ghaga Village Km 120+250 to Km 157+920) on Hybrid Annuity Mode
under Bharatmala Pariyojana in the state of Haryana and Punjab.

INDEPENDENT ENGINEER : SA Infrastructure Consultants Pvt. Ltd in JV with UPHAM International Corporation
CONCESSIONAIRE : CDS DAK-5 Expressway Pvt. Limited
CONTRACTOR : CDS Infra Projects Limited
SIEVE ANALYSIS FOR MINERAL FILLER USED FOR DBM/BC/SMA

[As per MoRTH Table 500-9 & 500-36]

Laboratory : Date of Sampling :

Location : Sampled By :
Proposed Use : Date of Testing :
Total Wt.of Filler : Tested By :

IS Sieve Size Weight of Cumulative

Material Cumulative Retained Passing Specification
weight Retained
Retained (%) (%) Limit
(mm) (g)
(g)

0.600 100

0.300 95 - 100

0.075 85 - 100

Pan

Remarks :

Contractor's Concessionaire's Independent Engineer's

Representative Representative Representative

CDSDAK-5-QAM 299 | Page

 Format No: CDSDAK-5/QC/MA/69
National Highways Authority of India
(Ministry of Road Transport & Highways)
Government of India
Construction of Four- Lane Greenfield Delhi- Amritsar –Katra Expressway from Junction with Ambala-
Kaithal-Hisar Road (NH 152)) near Kharak Pandwa village to Junction with Patiala-Samana-Patran
Road (SH-10) near Ghaga Village Km 120+250 to Km 157+920) on Hybrid Annuity Mode under
Bharatmala Pariyojana in the state of Haryana and Punjab.
INDEPENDENT ENGINEER : SA Infrastructure Consultants Pvt. Ltd in JV with UPHAM International Corporation
CONCESSIONAIRE : CDS DAK-5 Expressway Pvt. Limited
CONTRACTOR : CDS Infra Projects Limited

GRADING OF COARSE AGGREGATE FOR MASTIC ASPHALT PAVING

MORTH Table 500-40
Laboratory Date Sampled
Location/Source Sampled by
Type of Material Date of Test
Proposed use Tested by
Total Weight
Cumulative
Weight Cumulative
IS Sieve Size Weight Passing (%) Specification Limit
Retained (g) Retained (%)
Retained (g)

19.0mm 100

13.2mm 88-96

2.36mm 0-5

PAN

Note: Nominal Size of Aggregate is 13 mm

REMARK :

Contractor's Concessionaire's Independent Engineer's

Representative Representative Representative

CDSDAK-5-QAM 300 | Page

 Format No: FSEL/QC/MA/70
National Highways Authority of India
(Ministry of Road Transport & Highways)
Government of India
Construction of Four- Lane Greenfield Delhi- Amritsar –Katra Expressway from Junction with Ambala-Kaithal-Hisar
Road (NH 152)) near Kharak Pandwa village to Junction with Patiala-Samana-Patran Road (SH-10) near Ghaga Village
Km 120+250 to Km 157+920) on Hybrid Annuity Mode under Bharatmala Pariyojana in the state of Haryana and
Punjab.
INDEPENDENT ENGINEER : SA Infrastructure Consultants Pvt. Ltd in JV with UPHAM International Corporation
CONCESSIONAIRE : CDS DAK-5 Expressway Pvt. Limited
EPC CONTRACTOR : CDS Infra Projects Limited

GRADING OF FINE AGGREGATE FOR MASTIC ASPHALT PAVING (INCLUSIVE FILLER)

MORTH Table 500-41
Laboratory Date Sampled
Location/Source Sampled by
Type of Material Date of Test
Proposed use Tested by

Blending Proportionate:
Fine Aggregate
Material Filler
(Dust)

Percentage (%) Total Weight

IS Sieve Size Cumulative

Weight Retained Cumulative
Weight Retained Passing (%) Specification Limit
(g) Retained (%)
Passing on Retained on (g)

2.36 0.6 0-25

0.6 0.212 10‒30

0.212 0.075 10‒30

0.075 Passing 30‒55

REMARK :

Contractor's Concessionaire's Independent Engineer's

Representative Representative Representative

CDSDAK-5-QAM 301 | Page

 Format No: CDSDAK-5/QC/MA/71
National Highways Authority of India
(Ministry of Road Transport & Highways)
Government of India
Construction of Four- Lane Greenfield Delhi- Amritsar –Katra Expressway from Junction with Ambala-Kaithal-Hisar Road (NH 152)) near Kharak
Pandwa village to Junction with Patiala-Samana-Patran Road (SH-10) near Ghaga Village Km 120+250 to Km 157+920) on Hybrid Annuity Mode
under Bharatmala Pariyojana in the state of Haryana and Punjab.
INDEPENDENT ENGINEER : SA Infrastructure Consultants Pvt. Ltd in JV with UPHAM International Corporation
CONCESSIONAIRE : CDS DAK-5 Expressway Pvt. Limited
CONTRACTOR : CDS Infra Projects Limited
COMPOSITION OF MASTIC ASPHALT (WITHOUT COARSE AGGREGATE)
MORTH Table 500-42

Laboratory Date Sampled

Location/Source Sampled by

Type of Material Date of Test

Proposed use Tested by

Total Ingredient Composition:

Coarse Aggregate Content : %

Fine Aggregate Content: %

Filler : %

Composition of Mastic without Coarse Aggregate:

Analysis of Fine Aggregate &

Sieve Size % Different Fraction without CA
Filler fraction (%) Combined (%) MORTH Specification
without CA Limit Table 500-42
Passing on Retained on Dust Lime Dust Lime

2.360 0.600 0-22

0.600 0.212 4‒30

0.212 0.075 8‒18

0.075 Passing 25‒45

% of Bitumen Content 14-17

Remark:

Contractor's Concessionaire's Independent Engineer's

Representative Representative Representative

CDSDAK-5-QAM 302 | Page

 Format No. : CDSDAK-5/QC/RM/72
National Highways Authority of India
(Ministry of Road Transport & Highways)
Government of India

Construction of Four- Lane Greenfield Delhi- Amritsar –Katra Expressway from Junction with Ambala-Kaithal-
Hisar Road (NH 152)) near Kharak Pandwa village to Junction with Patiala-Samana-Patran Road (SH-10) near
Ghaga Village Km 120+250 to Km 157+920) on Hybrid Annuity Mode under Bharatmala Pariyojana in the state
of Haryana and Punjab.

INDEPENDENT ENGINEER : SA Infrastructure Consultants Pvt. Ltd in JV with UPHAM International Corporation
CONCESSIONAIRE : CDS DAK-5 Expressway Pvt. Limited
EPC CONTRACTOR : CDS Infra Projects Limited
SIEVE ANALYSIS OF ROAD MARKING (Glass Beads)
MORTH TABLE 800-10

Laboratory Date Sampled

Location/Source Sampled by
Type of Materials Date of Test
Proposed Use: Tested by
Wt. of Sample

Limit Specification
Weight Individual Weight Individual Weight
IS Sieve Size Percent Retained
Retained Retained Retained (%)
Type-2

850mic 0-5

600mic 5-20

300mic 30-75

180mic 10-30

Below 180mic 0-15

Remarks :

Contractor's Concessionaire's Independent Engineer's

Representative Representative Representative

CDSDAK-5-QAM 303 | Page

 Format No. : FSEL/QC/SR/01
National Highways Authority of India
(Ministry of Road Transport & Highways)
Government of India
Construction of Four- Lane Greenfield Delhi- Amritsar –Katra Expressway from Junction with Ambala-Kaithal-Hisar Road (NH 152)) near Kharak
Pandwa village to Junction with Patiala-Samana-Patran Road (SH-10) near Ghaga Village Km 120+250 to Km 157+920) on Hybrid Annuity Mode
under Bharatmala Pariyojana in the state of Haryana and Punjab.
INDEPENDENT ENGINEER : Consulting Engineers Group Limited
CONCESSIONAIRE : Fagne Songadh Expressway Limited
EPC CONTRACTOR : GHV (India) Private Limited

SURFACE REGULARITY TEST

RFI No.: Date:

Location : Layer :
Carriageway / Side : Checked by :

MAXIMUM PERMITTED NUMBER OF SURFACE IRREGULARITIES AS PER MORTH Clause-902.4

Max. allowable difference between Road surface and
Surface of Carriageways and Paved Surface of laybys, Service areas all underside of 3 mtr straight edge
Shoulders Bituminous Base Courses

Irregularity 4 mm 7 mm 4 mm 7 mm for Pavement surface(Bituminous and 3 mm

concrete

Length (m) 300 75 300 75 300 75 300 75 for Bituminous base course 6 mm

National Highways/ 15 9 2 1 40 18 4 2 for Granular sub-base/ base course 8 mm

Expressways

Roads of low category 40 18 4 2 60 27 6 3 for sub-base under concrete pavements 10 mm

Surface Irregularities Test - by 3 m long static straightedge

Chainage Longitudinal Distance Longitudinal Distance

from C/L from C/L Chainage Transverse dip readings

L1 L2 L3 R1 R2 R3 L R Camber%

Tolerence in surface level shall be as per MORTH2013, Cl. 902.4, Table 900-2
Remark:

Contractor's Concessionaire's Independent Engineer's

Representative Representative Representative

FSEL-1028-QAM Rev. R 1 Page

 Format No. : FSEL/QC/SR/02
National Highways Authority of India
(Ministry of Road Transport & Highways)
Government of India
Construction of Four- Lane Greenfield Delhi- Amritsar –Katra Expressway from Junction with Ambala-Kaithal-
Hisar Road (NH 152)) near Kharak Pandwa village to Junction with Patiala-Samana-Patran Road (SH-10) near
Ghaga Village Km 120+250 to Km 157+920) on Hybrid Annuity Mode under Bharatmala Pariyojana in the
state of Haryana and Punjab.
INDEPENDENT ENGINEER : Consulting Engineers Group Limited
CONCESSIONAIRE : Fagne Songadh Expressway Limited
EPC CONTRACTOR : GHV (India) Private Limited

SURFACE UNEVENESS TEST BY BUMP INTEGRATOR

(A per IRC SP-16:2004)

Date of Test : RFI NO

Speed of Vehicle : 30 ± 1 KM/Hr Side
MachineID No : Surface
Calibration Equation : Weather
Chainage :

Condition of Road

(Table-3 IRC SP-

Fast Lane Slow Lane
Uneveness

Uneveness

Uneveness

Uneveness
Calculated

Calculated
Correc ted

Correc ted
Recorded

Recorded

16)
Chainage
Bump

Bump
Index

Index

Index

Index
Sl.No

Surface
From To (cm) (mm/KM) (mm/KM) (cm) (mm/KM) (mm/KM)

10

Average Roughness Index = mm/KM

Riding quality of bituminous concrete wearing surface shall not be more than 2000 mm/km or othetwise specified in contract.

Remark:

Contractor's Concessionaire's Independent Engineer's

Representative Representative Representative

FSEL-1034-QAM Rev. R 1 Page

 Format No. : FSEL/QC/CST/03
National Highways Authority of India
(Ministry of Road Transport & Highways)
Government of India

Construction of Four- Lane Greenfield Delhi- Amritsar –Katra Expressway from Junction with Ambala-Kaithal-Hisar Road (NH 152)) near Kharak Pandwa village to Junction with Patiala-Samana-Patran Road (SH-10) near Ghaga
Village Km 120+250 to Km 157+920) on Hybrid Annuity Mode under Bharatmala Pariyojana in the state of Haryana and Punjab.

INDEPENDENT ENGINEER : Consulting Engineers Group Limited

CONCESSIONAIRE : Fagne Songadh Expressway Limited
EPC CONTRACTOR : GHV (India) Private Limited
CROSS SECTION TEST
CROSS SECTION TEST ON BRIDGES ( As perClause No: 2.5 of Schedule I of Concession Agreement)

Specified Width as per Agreement (m ) Width as per site ( m )

Str. No Chainage Type Span Span No Remark
m Crash Barrier Footpath C. Way Crash Barrier Footpath C. Way
O/O O/O

Remarks:

Contractor's Concessionaire's Independent Engineer's

Representative Representative Representative

FSEL-1034-QAM Rev. R 1 Page