Development of “Ganga Expressway” (Group-III) an Access-Controlled Six Lane (Expandable to Eight Lane) Greenfield Expressway from Meerut to Prayagraj

from Km. 289+300 to Km. 445+000 (total design length-155.700 Km) in the State of Uttar Pradesh on DBFOT (Toll) Basis.

Format No. :HURPL/F/ 63 R0

Client : Uttar Pradesh Expressways Industrial Development Authority (UPEIDA)
Independent Engineer : Lion Engineerings Consultants Pvt. Ltd.in JV with bloom Companies, LLC.
Concessionaire : Hardoi-Unnao Road Private Limited
EPC Contractor : Adani Road Transport Limited
Contractor : Patel Infrastructure Limited
DAILY CONCRETE RECIEPE / MOISTURE CORRECTION SHEET
Location : Ch 421+000 LHS Date : 05.10.2023

Quantity of Concrete per Batch: 1 Cum.

Source of Material: Kabrai Quarry and River Betwa
Cement:- ultratech OPC 43 Coarse Aggregate:- 20mm & 10mm
Admixture:- Fosroc Auramix 400 Fine Aggregate:- Natural sand

Absorption

Corrected
Moisture
Content

Moisture
Material

Field
As per Design Mix (Kg/ M3) in SSD condition Corrected Design Mix (Kg/M3)

Water
M15 PCC M20 PCC M20 RCC M20 M25 M30 M35 M35 (Pile) M45 M50 (%) (%) (%) M15 M20 PCC M20 RCC M20 M25 M30 M35 M35 (Pile) M45 M50
KERB KERB
A B C D E F G H I J K L M=(L-K) M N O P Q R S T U V
Cement 260 320 340 370 390 370 260 320 340 370 390 370
Fly Ash 92 92
GGBS
Micro Silica
20 mm 680 648 660 654 645 589 0.61 0 -0.61 676 644 656 650 641 585
10 mm 552 526 536 531 524 478 0.73 0 -0.73 548 522 532 527 520 475
Sand 797 759 774 766 756 690 1.15 0.94 -0.21 795 757 772 764 754 689
Dust
Water 143 160 139.4 136.9 140.4 168 153 169 149 146 150 176
Admixture 2.08 2.56 2.72 2.96 3.12 2.772 2.08 2.56 2.72 2.96 3.12 2.772
Total Design Total Wt after moisture
wt in SSD 2434 2416 2452 2461 2458.5 2390 2434 2416 2452 2461 2458.5 2390
condition adjustement

Remarks:
Contractor's Representative Concessionaire's/EPC Representative IE's Representative
 Development of “Ganga Expressway” (Group-III) an Access-Controlled Six Lane (Expandable to Eight Lane) Greenfield Expressway from Meerut to Prayagraj
from Km. 289+300 to Km. 445+000 (total design length-155.700 Km) in the State of Uttar Pradesh on DBFOT (Toll) Basis.

Format No. :HURPL/F/ 63 R0

Client : Uttar Pradesh Expressways Industrial Development Authority (UPEIDA)
Independent Engineer : Lion Engineerings Consultants Pvt. Ltd.in JV with bloom Companies, LLC.
Concessionaire : Hardoi-Unnao Road Private Limited
EPC Contractor : Adani Road Transport Limited
Contractor : Patel Infrastructure Limited
DAILY CONCRETE RECIEPE / MOISTURE CORRECTION SHEET
Location : Ch 401+000 LHS (Satelite Camp) Date : 07.06.2023

Quantity of Concrete per Batch: 1 Cum.

Source of Material: Kabrai Quarry and River Betwa
Cement:- JK Super Cement OPC 43 Coarse Aggregate:- 20mm & 10mm
Admixture:- Sika -447 PR Fine Aggregate:- Natural sand

Absorption

Corrected
Moisture
Content

Moisture
Material

Field
As per Design Mix (Kg/ M3) in SSD condition Corrected Design Mix (Kg/M3)

Water
M15 PCC M20 PCC M20 RCC M20 M25 M30 M35 M40 M45 M50 (%) (%) (%) M15 M20 PCC M20 RCC M20 M25 M30 M35 M40 M45 M50
KERB KERB
A B C D E F G H I J K L M=(L-K) M N O P Q R S T U V
Cement 390 0 0 0 0 390
Fly Ash
GGBS
Micro Silica
20 mm 648 0.61 1.32 0.71 0 0 0 0 653
10 mm 526 0.73 2.55 1.82 0 0 0 0 536
Sand 759 1.12 1.35 0.23 0 0 0 0 761
Dust
Water 136.5 0 0 0 0 120
Admixture 3.51 0 0 0 0 3.51
Total Design Total Wt after moisture
wt in SSD 0 0 0 0 2463 0 0 0 0 2463
condition adjustement

Remarks:

Contractor's Representative Concessionaire's/EPC Representative IE's Representative

 Development of “Ganga Expressway” (Group-III) an Access-Controlled Six Lane (Expandable to Eight Lane) Greenfield Expressway from Meerut to Prayagraj from Km. 289+300 to Km.
445+000 (total design length-155.700 Km) in the State of Uttar Pradesh on DBFOT (Toll) Basis.

Format No. :HURPL/F/ 63 R0

Client : Uttar Pradesh Expressways Industrial Development Authority (UPEIDA)
Independent Engineer : Lion Engineerings Consultants Pvt. Ltd.in JV with bloom Companies, LLC.
Concessionaire : Hardoi-Unnao Road Private Limited
EPC Contractor : Adani Road Transport Limited
Contractor : Patel Infrastructure Limited
DAILY CONCRETE RECIEPE / MOISTURE CORRECTION SHEET
Location : 421+000 LHS Date : 27.12.2023

Quantity of Concrete per Batch: 1.00 cum

Source of Material: Kabrai Quarry and River Betwa
Cement:- Ultratech /JK Super /MP Birla OPC 43 grade With Fly Ash Coarse Aggregate:- 20mm & 10mm
Admixture:- Sikkaplast-447 PR & Fosroc Aurmix-400 Fine Aggregate:- Natural sand

Absorption

Corrected
Moisture
Content
Material

Moisture
Field
As per Design Mix (Kg/ M3) in SSD condition Corrected Design Mix (Kg/M3)

Water
M20 M20 M20 M30 Pre M20 M20 M30 Pre
M15 PCC PCC RCC KERB M25 M30 Cast M35(Pre)M35 pile M50 (%) (%) (%) M15 M20 PCC RCC KERB M25 M30 Cast M35 PreM35 PileM50
A B C D E F G H I J K L M=(L-K) M N O P Q R S T U V
Cement 229 282 282 317 326 343 370 229 282 0 282 317 326 0 343 370
Fly Ash 57 70 70 79 81 86 92 57 70 70 79 81 86 92
GGBS
Micro Silica
20 mm 677.2 644.4 586 633.4 633.1 623 589 0.61 0 -0.61 673.1 640.5 0.0 582.4 629.5 629.2 0.0 619.2 585.4
10 mm 550 523.3 582 514.4 514.2 506 478 0.73 0 -0.73 546.0 519.5 0.0 577.8 510.6 510.4 0.0 502.3 474.5
Sand 793.50 755 755 742.1 741.8 730 690 1.15 2.87 1.72 807.1 768.0 0.0 768.0 754.9 754.6 0.0 742.6 701.9
Dust
Water 130.10 144 144 140.6 136.8 140.4 168 124.3 138.5 0.0 138.6 135.2 131.4 0.0 135.1 163.0
Admixture 2.288 2.464 2.112 3.168 3.256 3.003 2.772 2.288 2.464 0.000 2.112 3.168 3.256 0.000 3.003 2.772
Total
Design wt Total Wt after moisture
in SSD 2439 2421 0 2421 2430 2436 0 2431 2390 adjustement 2439 2421 0 2421 2429 2436 0 2431 2390
condition

Remarks:
Contractor's Representative Concessionaire's/EPC Representative IE's Representative
 Development of “Ganga Expressway” (Group-III) an Access-Controlled Six Lane (Expandable to Eight Lane) Greenfield Expressway from Meerut to Prayagraj from
Km. 289+300 to Km. 445+000 (total design length-155.700 Km) in the State of Uttar Pradesh on DBFOT (Toll) Basis.

Format No. :HURPL/F/ 63 R0

Client : Uttar Pradesh Expressways Industrial Development Authority (UPEIDA)
Independent Engineer : Lion Engineerings Consultants Pvt. Ltd.in JV with bloom Companies, LLC.
Concessionaire : Hardoi-Unnao Road Private Limited
EPC Contractor : Adani Road Transport Limited
Contractor : Patel Infrastructure Limited
DAILY CONCRETE RECIEPE / MOISTURE CORRECTION SHEET
Location : 421+000 LHS Date : 27.12.2023
Quantity of Concrete per Batch: 1.00 cum
Source of Material: Kabrai Quarry and River Betwa
Cement:- Ultratech /JK Super /MP Birla OPC 43 grade Coarse Aggregate:- 20mm & 10mm

Admixture:- Fosroc Auramix 400 / Sika 447 PR/Master Polyheed 8110 Fine Aggregate:- Natural sand
Mineral Addictive:- Alcofine (Ambuja)

Absorption

Corrected
Moisture
Content

Moisture
Material

Field
As per Design Mix (Kg/ M3) in SSD condition Corrected Design Mix (Kg/M3)

Water
M-20 M20 M30 Pre M-20 M20
M15 PCC M20 PCC M25 M30 M35 M-40 M-45 M-50 (%) (%) (%) M15 M20 PCC M25 M30 M30 Pre Cast M35 M-40 M-45 M-50
RCC KERB Cast RCC KERB
A B C D E F G H I J K L M N=(M-L) N O P Q R S T U V W X
Cement 260 320 0 0 340 370 370 390 420 0 419 260 320 0 0 340 370 370 390 420 0 419
Fly Ash/ 0 0 0 0 0 0 0 0 0
GGBS
Alcofine 31 0 0 31
20 mm 680.2 647.6 0 0 660.2 653.7 538.3 644.8 695 0 690 0.61 0 -0.61 676.1 643.6 0.0 0.0 656.2 649.7 535.0 640.9 690.8 0.0 685.8
10 mm 552.4 526 0 0 536.2 530.9 653.1 523.7 460 0 456 0.73 0 -0.73 548.4 522.2 0.0 0.0 532.3 527.0 648.3 519.9 456.6 0.0 452.7
Sand 797.00 759 0 0 773.6 766 770.9 755.6 747 0 740 1.15 0 -1.15 787.8 750.3 0.0 0.0 764.7 757.2 762.0 746.9 738.4 0.0 731.5
Dust
Water 143.00 160 0 0 139.4 136.9 133.2 140.4 139 0 135 160.2 176.4 0.0 0.0 156.1 153.4 150.0 156.7 155.0 0.0 150.9
Admixture 2.08 2.56 0 0 2.72 2.96 1.85 3.12 3.78 0 3.375 2.080 2.560 0.000 0.000 2.720 2.960 1.850 3.120 3.780 0.000 3.375
Total Design Total Wt after moisture
wt in SSD 2435 2415 0 0 2452 2460 2467 2458 2465 0 2474 adjustement 2435 2415 0 0 2452 2460 2467 2457 2465 0 2474
condition

Remarks:
Contractor's Representative Concessionaire's/EPC Representative IE's Representative
 Development of “Ganga Expressway” (Group-III) an Access-Controlled Six Lane (Expandable to Eight Lane) Greenfield Expressway from Meerut to Prayagraj from
Km. 289+300 to Km. 445+000 (total design length-155.700 Km) in the State of Uttar Pradesh on DBFOT (Toll) Basis.

Format No. :HURPL/F/ 63 R0

Client : Uttar Pradesh Expressways Industrial Development Authority (UPEIDA)
Independent Engineer : Lion Engineerings Consultants Pvt. Ltd.in JV with bloom Companies, LLC.
Concessionaire : Hardoi-Unnao Road Private Limited
EPC Contractor : Adani Road Transport Limited
Contractor : Patel Infrastructure Limited
DAILY CONCRETE RECIEPE / MOISTURE CORRECTION SHEET
Location : 401+000 LHS Date : 27.12.2023
Quantity of Concrete per Batch: 1.00 cum
Source of Material: Kabrai Quarry and River Betwa
Cement:- Prism Cement OPC-43 Coarse Aggregate:- 20mm & 10mm

Admixture:- Sika 447 PR Fine Aggregate:- Natural sand

Mineral Addictive:-

Absorption

Corrected
Moisture
Content

Moisture
Material

Field
As per Design Mix (Kg/ M3) in SSD condition Corrected Design Mix (Kg/M3)

Water
M-20 M20 M30 Pre M-20 M20
M15 PCC M20 PCC M25 M30 M35 M-40 M-45 M-50 (%) (%) (%) M15 M20 PCC M25 M30 M30 Pre Cast M35 M-40 M-45 M-50
RCC KERB Cast RCC KERB
A B C D E F G H I J K L M N=(M-L) N O P Q R S T U V W X
Cement 260 320 0 0 360 380 0 400 0 0 0 260 320 0 0 360 380 0 400 0 0 0
Fly Ash/ 0 0 0 0 0 0 0 0 0
GGBS
Alcofine 0 0 0 0
20 mm 692 662 0 0 650 650 0 642 0 0 0 0.61 0 -0.61 687.8 658.0 0.0 0.0 646.0 646.0 0.0 638.1 0.0 0.0 0.0
10 mm 562 537 0 0 528 528 0 521 0 0 0 0.73 0 -0.73 557.9 533.1 0.0 0.0 524.1 524.1 0.0 517.2 0.0 0.0 0.0
Sand 810.00 775 0 0 762 762 0 752 0 0 0 1.15 2.87 1.72 823.9 788.3 0.0 0.0 775.1 775.1 0.0 764.9 0.0 0.0 0.0
Dust 0
Water 130.00 144 0 0 144 136.8 0 140 0 0 0 124.1 138.3 0.0 0.0 138.4 131.2 0.0 134.5 0.0 0.0 0.0
Admixture 2.34 2.88 0 0 3.24 3.61 0 3.8 0 0 0 2.340 2.880 0.000 0.000 3.240 3.610 0.000 3.800 0.000 0.000 0.000
Total Design Total Wt after moisture
wt in SSD 2456 2441 0 0 2447 2460 0 2459 0 0 0 adjustement 2456 2441 0 0 2447 2460 0 2459 0 0 0
condition

Remarks:
Contractor's Representative Concessionaire's/EPC Representative IE's Representative