8/7/2019 Royalty District wise

1/38

HYDERABAD GROWTH CORRIDOR LIMITED

Construction of Eight - lane Access Controlled Expresway as Outer Ring Road to Hyderabad City, Package-2 from Mallampet (Km.35+000) to Din

Certified Quantitis Bifurcated District Wise For AGGREGATE

IPC Wise IPC-1 IPC-2 IPC-3 IPC-4 IPC-5 IPC-6 IPC-7 IPC-8 IP

Bowrampet (Ranga Reddy District)

3.01 - - - - 6,506.800 10,646.800 18,847.288 708.646 7

3.02 - - - - - 2,787.014 19,178.470 1,898.806 94.04 (Maytas) - - - - - - 2,680.926 -

4.04 (Ramky) 2,

4.04 (GPL)

5.02 - - - - - - - -

5.05 - - - - - 41.940 132.240 29.116

5.06(a) - - - - - 108.000 345.702 31.660

5.07(a) - - - - - 102.704 490.216 -

5.08(a) - - - - - 39.965 168.105 -

6.02 - - - - - - - -

6.05(a) - - - - - 20.022 150.576 -

6.05(b) - - - - - 133.498 939.817 -

6.06(a)(i) - - - - - 249.614 752.328 138.974

6.06(a)(ii) - - - - - - 156.806 -

6.07(a) - - - - - 526.331 576.732 -

8.06(a) - - - - - - 3,220.000 - 8.08 - - - - - 15.038 175.618 -

8.08(d) - - - - - 39.541 53.834 -

8.08(e) - - - - - 20.988 52.121 -

Gummadidala (Medak District)

3.01 2,

3.02

4.04 (Maytas)

4.04 (Ramky)

4.04 (GPL)

5.02 346.913 - - 145.192 - 329.520 667.445 -

5.05 63.429 74.788 58.878 125.479 4.197 25.142 - 21.224

5.06(a) - 26.514 - - 9.190 68.610 - 50.444

5.07(a) - 146.107 41.413 116.065 225.609 183.710 - 25.817

5.08(a) - - - 49.476 38.788 - - 3.594

6.02 - 57.969 - 730.370 357.600 - - 45.120

6.05(a) - 109.659 58.616 83.760 42.496 20.022 - -

6.05(b) - 183.129 949.945 661.072 254.380 133.498 - 66.749 1

6.06(a)(i) - - 215.282 234.240 416.245 168.113 - 123.782

6.06(a)(ii) - - - - - - - 93.236

6.07(a) - - - - 259.162 315.191 - -

8.06(a) - - - - - - - 1,824.000 2

8.08 - 30.600 - - 10.790 15.000 - 39.838

8.08(d) - - 57.542 - - 27.593 - 169.265

8.08(e) - - 7.193 10.789 10.801 - - -

8/7/2019 Royalty District wise

2/38

HYDERABAD GROWTH CORRIDOR LIMITED

Construction of Eight - lane Access Controlled Expresway as Outer Ring Road to Hyderabad City, Package-2 from Mallampet (Km.35+000) to D

Certified Quantitis Bifurcated District Wise For EARTH WORK/ MORROM MATERIAL

IPC Wise IPC-1 IPC-2 IPC-3 IPC-4 IPC-5 IPC-6 IPC-7 IPC-8

Ranga reddy District

2.03 133,725.51 127,086.91 172,732.93 218,765.59 256,693.10 190,235.83 158,042.31 72,288.21

2.04 - - - 14,025.72 27,931.70 30,160.82 387.70

2.05 - - - - - - -

2.06(a) 42,559.51 13,849.65 86,615.85 26,604.68 21,816.85 13,646.50 29,870.11 19,715.00

2.06(b) - - - - - 14,839.26 -

2.06 - - - - - 967.44 -

2.09 - - - - - 1,453.90 -

Medak District

2.03

2.04

2.05

2.06(a)

2.06(b)

2.06

2.09

8/7/2019 Royalty District wise

3/38

MATERIAL CONSUMPTION STATEMENT FOR ROYALTY

Interim Payment Certificate No. 1 IPC-1

BOQ No. Description Unit

Factor

Sand 40mm 20mm

Consumed from Ranga Reddy District

2.03 Embankment with Borrow Cum 133,725.510

2.04 Subgrade with approved materi Cum

2.05 Shoulder with approved materi Cum

2.06(a) Eambankment Reuse Cum -

2.06(b) Subgrade Reuse Cum

2.06 Shoulder Reuse Cum

2.09 Filling of median / island with a Cum

3.01 Granular Sub-base Cum -

3.02 Wet mix macadam Cum - 0.729 0.35

4.04 DBM (Mytas mix) Cum - 0.437 0.45

4.04 DBM(Ramky mix) Cum 0.451 0.42

4.04 DBM Cum 0.97

5.02 Sand filling in Foundation Cum - 1.00005.05 PCC M 15 for leveling course Cum - 0.3352 0.2301 0.666

5.06(a) PCC Grade M 20 Cum - 0.3315 0.2277 0.659

5.06(b) PCC Grade M 25 Cum - 0.2980 0.2046 0.644

5.07(a) RCC M 25 foundations & Substr Cum - 0.2980 0.2046 0.644

5.08(a) RCC M 25 superstructure Cum - 0.2980 0.2046 0.644

6.02 Granular material Filling in Fou Cum - 1.5950

6.05(a) PCC M15 for foundation Cum - 0.3352 0.2301 0.666

6.05(b) RCC M30 for foundation Cum - 0.2850 0.1958 0.644

6.06a(i) RCC M30 Upto 5m height Cum - 0.2850 0.1958 0.644

6.06a(ii) RCC M30 5m - 10m height Cum - 0.2850 0.1958 0.644

6.07(a) RCC M30 Super structure Cum - 0.2850 0.1958 0.644

6.07(b) RCC M35 Super structure Cum -

6.08 M15 for Approach slab Cum - 0.3352 0.2301 0.666

6.09 M30 for Approach slab Cum - 0.2850 0.1958 0.644

8.06(a) M-20 Median Kerb "A" Lm - 0.0226 0.0241

8.08 PCC M15 grade Cum - 0.3352 0.2301 0.666

8.08(d) RCC M30 for foundation Cum - 0.2850 0.1958 0.644

8.08(e) RCC M30 for Substructure Cum - 0.2850 0.1958 0.644

Total Quantity from Ranga reddy District

Consumed from Medak District

2.03 Embankment with Borrow Cum -

2.04 Subgrade with approved materi Cum -

2.05 Shoulder with approved materi Cum -

2.06(a) Eambankment Reuse Cum -

2.06(b) Subgrade Reuse Cum -

2.06 Shoulder Reuse Cum - 2.09 Filling of median / island with a Cum -

3.01 Granular Sub-base Cum

3.02 Wet mix macadam Cum 0.729 0.35

4.04 DBM (Mytas mix) Cum 0.437 0.45

4.04 DBM(Ramky mix) Cum 0.451 0.42

4.04 DBM Cum 0.97

5.02 Sand filling in Foundation Cum 346.913 1.000

5.05 PCC M 15 for leveling course Cum 63.429 0.4810 0.669

5.06(a) PCC Grade M 20 Cum - 0.4754 0.656

5.06(b) PCC Grade M 25 Cum - 0.4520 0.624

5.07(a) RCC M 25 foundations & Substr Cum - 0.4520 0.624

5.08(a) RCC M 25 superstructure Cum - 0.4520 0.624

6.02 Granular material Filling in Fou Cum - 1.5950

6.05(a) PCC M15 for foundation Cum - 0.4806 0.663

6.05(b) RCC M30 for foundation Cum - 0.4450 0.6146.06a(i) RCC M30 Upto 5m height Cum - 0.4450 0.614

6.06a(ii) RCC M30 5m - 10m height Cum - 0.4450 0.614

6.07(a) RCC M30 Super structure Cum - 0.4450 0.614

6.07(b) RCC M35 Super structure Cum -

Name of Project : (Package -2) : Construction of Eight - lane Access Controlled Expresway as Outer Ring RoPackage-2 from Mallampet (Km.35+000) to Dindigal (Km.46+000) being takenup with the l

This BillQuantity

Robo

Sand

8/7/2019 Royalty District wise

4/38

MATERIAL CONSUMPTION STATEMENT FOR ROYALTY

Interim Payment Certificate No. 2 IPC-2

BOQ No. Description Unit

Facto

Sand 40mm 20mm

Consumed from Ranga Reddy District

2.03 Embankment with Borrow Cum 127,086.910

2.04 Subgrade with approved materi Cum -

2.05 Shoulder with approved materi Cum -

2.06(a) Eambankment Reuse Cum -

2.06(b) Subgrade Reuse Cum -

2.06 Shoulder Reuse Cum -

2.09 Filling of median / island with a Cum -

3.01 Granular Sub-base Cum -

3.02 Wet mix macadam Cum - 0.729 0.35

4.04 DBM (Mytas mix) Cum - 0.437 0.45

4.04 DBM(Ramky mix) Cum 0.451 0.42

4.04 DBM Cum 0.97

5.02 Sand filling in Foundation Cum - 1.00005.05 PCC M 15 for leveling course Cum - 0.3352 0.2301 0.666

5.06(a) PCC Grade M 20 Cum - 0.3315 0.2277 0.659

5.06(b) PCC Grade M 25 Cum - 0.2980 0.2046 0.644

5.07(a) RCC M 25 foundations & Substr Cum - 0.2980 0.2046 0.644

5.08(a) RCC M 25 superstructure Cum - 0.2980 0.2046 0.644

6.02 Granular material Filling in Fou Cum - 1.5950

6.05(a) PCC M15 for foundation Cum - 0.3352 0.2301 0.666

6.05(b) RCC M30 for foundation Cum - 0.2850 0.1958 0.644

6.06a(i) RCC M30 Upto 5m height Cum - 0.2850 0.1958 0.644

6.06a(ii) RCC M30 5m - 10m height Cum - 0.2850 0.1958 0.644

6.07(a) RCC M30 Super structure Cum - 0.2850 0.1958 0.644

6.07(b) RCC M35 Super structure Cum -

6.08 M15 for Approach slab Cum - 0.3352 0.2301 0.666

6.09 M30 for Approach slab Cum - 0.2850 0.1958 0.644

8.06(a) M-20 Median Kerb "A" Lm - 0.0226 0.0241

8.08 PCC M15 grade Cum - 0.3352 0.2301 0.666

8.08(d) RCC M30 for foundation Cum - 0.2850 0.1958 0.644

8.08(e) RCC M30 for Substructure Cum - 0.2850 0.1958 0.644

Total Quantity from Ranga reddy District

Consumed from Medak District

2.03 Embankment with Borrow Cum -

2.04 Subgrade with approved materi Cum -

2.05 Shoulder with approved materi Cum -

2.06(a) Eambankment Reuse Cum -

2.06(b) Subgrade Reuse Cum -

2.06 Shoulder Reuse Cum - 2.09 Filling of median / island with a Cum -

3.01 Granular Sub-base Cum

3.02 Wet mix macadam Cum 0.729 0.35

4.04 DBM (Mytas mix) Cum 0.437 0.45

4.04 DBM(Ramky mix) Cum 0.451 0.42

4.04 DBM Cum 0.97

5.02 Sand filling in Foundation Cum - 1.000

5.05 PCC M 15 for leveling course Cum 74.788 0.4810 0.663

5.06(a) PCC Grade M 20 Cum 26.514 0.4750 0.656

5.06(b) PCC Grade M 25 Cum - 0.4520 0.624

5.07(a) RCC M 25 foundations & Substr Cum 146.107 0.4520 0.624

5.08(a) RCC M 25 superstructure Cum - 0.4520 0.624

6.02 Granular material Filling in Fou Cum 57.969

6.05(a) PCC M15 for foundation Cum 109.659 0.4810 0.663

6.05(b) RCC M30 for foundation Cum 183.129 0.4450 0.6146.06a(i) RCC M30 Upto 5m height Cum - 0.4450 0.614

6.06a(ii) RCC M30 5m - 10m height Cum - 0.4450 0.614

6.07(a) RCC M30 Super structure Cum - 0.4450 0.614

6.07(b) RCC M35 Super structure Cum -

Name of Project : (Package -2) : Construction of Eight - lane Access Controlled Expresway as Outer Ring RoPackage-2 from Mallampet (Km.35+000) to Dindigal (Km.46+000) being takenup with the l

This BillQuantity

Robo

Sand

8/7/2019 Royalty District wise

5/38

MATERIAL CONSUMPTION STATEMENT FOR ROYALTY

Interim Payment Certificate No. 3 IPC-3

BOQ No. Description Unit

Facto

Sand 40mm 20mm

Consumed from Ranga Reddy District

2.03 Embankment with Borrow Cum 172,732.928

2.04 Subgrade with approved materi Cum -

2.05 Shoulder with approved materi Cum -

2.06(a) Eambankment Reuse Cum -

2.06(b) Subgrade Reuse Cum -

2.06 Shoulder Reuse Cum -

2.09 Filling of median / island with a Cum -

3.01 Granular Sub-base Cum -

3.02 Wet mix macadam Cum - 0.729 0.35

4.04 DBM (Mytas mix) Cum - 0.437 0.45

4.04 DBM(Ramky mix) Cum 0.451 0.42

4.04 DBM Cum 0.97

5.02 Sand filling in Foundation Cum - 1.00005.05 PCC M 15 for leveling course Cum - 0.3352 0.2301 0.666

5.06(a) PCC Grade M 20 Cum - 0.3315 0.2277 0.659

5.06(b) PCC Grade M 25 Cum - 0.2980 0.2046 0.644

5.07(a) RCC M 25 foundations & Substr Cum - 0.2980 0.2046 0.644

5.08(a) RCC M 25 superstructure Cum - 0.2980 0.2046 0.644

6.02 Granular material Filling in Fou Cum - 1.5950

6.05(a) PCC M15 for foundation Cum - 0.3352 0.2301 0.666

6.05(b) RCC M30 for foundation Cum - 0.2850 0.1958 0.644

6.06a(i) RCC M30 Upto 5m height Cum - 0.2850 0.1958 0.644

6.06a(ii) RCC M30 5m - 10m height Cum - 0.2850 0.1958 0.644

6.07(a) RCC M30 Super structure Cum - 0.2850 0.1958 0.644

6.07(b) RCC M35 Super structure Cum -

6.08 M15 for Approach slab Cum - 0.3352 0.2301 0.666

6.09 M30 for Approach slab Cum - 0.2850 0.1958 0.644

8.06(a) M-20 Median Kerb "A" Lm - 0.0226 0.0241

8.08 PCC M15 grade Cum - 0.3352 0.2301 0.666

8.08(d) RCC M30 for foundation Cum - 0.2850 0.1958 0.644

8.08(e) RCC M30 for Substructure Cum - 0.2850 0.1958 0.644

Total Quantity from Ranga reddy District

Consumed from Medak District

2.03 Embankment with Borrow Cum -

2.04 Subgrade with approved materi Cum -

2.05 Shoulder with approved materi Cum -

2.06(a) Eambankment Reuse Cum -

2.06(b) Subgrade Reuse Cum -

2.06 Shoulder Reuse Cum - 2.09 Filling of median / island with a Cum -

3.01 Granular Sub-base Cum

3.02 Wet mix macadam Cum 0.729 0.35

4.04 DBM (Mytas mix) Cum 0.437 0.45

4.04 DBM(Ramky mix) Cum 0.451 0.42

4.04 DBM Cum 0.97

5.02 Sand filling in Foundation Cum - 1.000

5.05 PCC M 15 for leveling course Cum 58.878 0.4810 0.663

5.06(a) PCC Grade M 20 Cum - 0.4754 0.656

5.06(b) PCC Grade M 25 Cum - 0.4520 0.624

5.07(a) RCC M 25 foundations & Substr Cum 41.413 0.4520 0.624

5.08(a) RCC M 25 superstructure Cum - 0.4520 0.624

6.02 Granular material Filling in Fou Cum - 1.5950

6.05(a) PCC M15 for foundation Cum 58.616 0.4810 0.663

6.05(b) RCC M30 for foundation Cum 949.945 0.4450 0.6146.06a(i) RCC M30 Upto 5m height Cum 215.282 0.4450 0.614

6.06a(ii) RCC M30 5m - 10m height Cum - 0.4450 0.614

6.07(a) RCC M30 Super structure Cum - 0.4450 0.614

6.07(b) RCC M35 Super structure Cum -

Name of Project : (Package -2) : Construction of Eight - lane Access Controlled Expresway as Outer Ring RoPackage-2 from Mallampet (Km.35+000) to Dindigal (Km.46+000) being takenup with the l

This BillQuantity

Robo

Sand

8/7/2019 Royalty District wise

6/38

MATERIAL CONSUMPTION STATEMENT FOR ROYALTY

Interim Payment Certificate No. 4 IPC-4

BOQ No. Description Unit

Facto

Sand 40mm 20mm

Consumed from Ranga Reddy District

2.03 Embankment with Borrow Cum 218,765.588

2.04 Subgrade with approved materi Cum -

2.05 Shoulder with approved materi Cum -

2.06(a) Eambankment Reuse Cum -

2.06(b) Subgrade Reuse Cum -

2.06 Shoulder Reuse Cum -

2.09 Filling of median / island with a Cum -

3.01 Granular Sub-base Cum -

3.02 Wet mix macadam Cum - 0.729 0.35

4.04 DBM (Mytas mix) Cum - 0.437 0.45

4.04 DBM(Ramky mix) Cum 0.451 0.42

4.04 DBM Cum 0.97

5.02 Sand filling in Foundation Cum - 1.00005.05 PCC M 15 for leveling course Cum - 0.3352 0.2301 0.666

5.06(a) PCC Grade M 20 Cum - 0.3315 0.2277 0.659

5.06(b) PCC Grade M 25 Cum - 0.2980 0.2046 0.644

5.07(a) RCC M 25 foundations & Substr Cum - 0.2980 0.2046 0.644

5.08(a) RCC M 25 superstructure Cum - 0.2980 0.2046 0.644

6.02 Granular material Filling in Fou Cum - 1.5950

6.05(a) PCC M15 for foundation Cum - 0.3352 0.2301 0.666

6.05(b) RCC M30 for foundation Cum - 0.2850 0.1958 0.644

6.06a(i) RCC M30 Upto 5m height Cum - 0.2850 0.1958 0.644

6.06a(ii) RCC M30 5m - 10m height Cum - 0.2850 0.1958 0.644

6.07(a) RCC M30 Super structure Cum - 0.2850 0.1958 0.644

6.07(b) RCC M35 Super structure Cum -

6.08 M15 for Approach slab Cum - 0.3352 0.2301 0.666

6.09 M30 for Approach slab Cum - 0.2850 0.1958 0.644

8.06(a) M-20 Median Kerb "A" Lm - 0.0226 0.0241

8.08 PCC M15 grade Cum - 0.3352 0.2301 0.666

8.08(d) RCC M30 for foundation Cum - 0.2850 0.1958 0.644

8.08(e) RCC M30 for Substructure Cum - 0.2850 0.1958 0.644

Total Quantity from Ranga reddy District

Consumed from Medak District

2.03 Embankment with Borrow Cum -

2.04 Subgrade with approved materi Cum -

2.05 Shoulder with approved materi Cum -

2.06(a) Eambankment Reuse Cum -

2.06(b) Subgrade Reuse Cum -

2.06 Shoulder Reuse Cum - 2.09 Filling of median / island with a Cum -

3.01 Granular Sub-base Cum

3.02 Wet mix macadam Cum 0.729 0.35

4.04 DBM (Mytas mix) Cum 0.437 0.45

4.04 DBM(Ramky mix) Cum 0.451 0.42

4.04 DBM Cum 0.97

5.02 Sand filling in Foundation Cum 145.192 1.000

5.05 PCC M 15 for leveling course Cum 125.479 0.4810 0.663

5.06(a) PCC Grade M 20 Cum - 0.4754 0.656

5.06(b) PCC Grade M 25 Cum - 0.4520 0.624

5.07(a) RCC M 25 foundations & Substr Cum 116.065 0.4520 0.624

5.08(a) RCC M 25 superstructure Cum 49.476 0.4520 0.624

6.02 Granular material Filling in Fou Cum 730.370

6.05(a) PCC M15 for foundation Cum 83.760 0.4810 0.663

6.05(b) RCC M30 for foundation Cum 661.072 0.4450 0.6146.06a(i) RCC M30 Upto 5m height Cum 234.240 0.4450 0.614

6.06a(ii) RCC M30 5m - 10m height Cum - 0.4450 0.614

6.07(a) RCC M30 Super structure Cum - 0.4450 0.614

6.07(b) RCC M35 Super structure Cum -

Name of Project : (Package -2) : Construction of Eight - lane Access Controlled Expresway as Outer Ring RoPackage-2 from Mallampet (Km.35+000) to Dindigal (Km.46+000) being takenup with the l

This BillQuantity

Robo

Sand

8/7/2019 Royalty District wise

7/38

MATERIAL CONSUMPTION STATEMENT FOR ROYALTY

Interim Payment Certificate No. 5 IPC-5

BOQ No. Description Unit

Facto

Sand 40mm 20mm

Consumed from Ranga Reddy District

2.03 Embankment with Borrow Cum 256,693.095

2.04 Subgrade with approved materi Cum 14,025.715

2.05 Shoulder with approved materi Cum -

2.06(a) Eambankment Reuse Cum 191,446.530

2.06(b) Subgrade Reuse Cum -

2.06 Shoulder Reuse Cum -

2.09 Filling of median / island with a Cum -

3.01 Granular Sub-base Cum 6,506.800

3.02 Wet mix macadam Cum - 0.729 0.35

4.04 DBM (Mytas mix) Cum - 0.437 0.45

4.04 DBM(Ramky mix) Cum 0.451 0.42

4.04 DBM Cum 0.97

5.02 Sand filling in Foundation Cum - 1.00005.05 PCC M 15 for leveling course Cum - 0.3352 0.2301 0.666

5.06(a) PCC Grade M 20 Cum - 0.3315 0.2277 0.659

5.06(b) PCC Grade M 25 Cum - 0.2980 0.2046 0.644

5.07(a) RCC M 25 foundations & Substr Cum - 0.2980 0.2046 0.644

5.08(a) RCC M 25 superstructure Cum - 0.2980 0.2046 0.644

6.02 Granular material Filling in Fou Cum - 1.5950

6.05(a) PCC M15 for foundation Cum - 0.3352 0.2301 0.666

6.05(b) RCC M30 for foundation Cum - 0.2850 0.1958 0.644

6.06a(i) RCC M30 Upto 5m height Cum - 0.2850 0.1958 0.644

6.06a(ii) RCC M30 5m - 10m height Cum - 0.2850 0.1958 0.644

6.07(a) RCC M30 Super structure Cum - 0.2850 0.1958 0.644

6.07(b) RCC M35 Super structure Cum -

6.08 M15 for Approach slab Cum - 0.3352 0.2301 0.666

6.09 M30 for Approach slab Cum - 0.2850 0.1958 0.644

8.06(a) M-20 Median Kerb "A" Lm - 0.0226 0.0241

8.08 PCC M15 grade Cum - 0.3352 0.2301 0.666

8.08(d) RCC M30 for foundation Cum - 0.2850 0.1958 0.644

8.08(e) RCC M30 for Substructure Cum - 0.2850 0.1958 0.644

Total Quantity from Ranga reddy District

Consumed from Medak District

2.03 Embankment with Borrow Cum -

2.04 Subgrade with approved materi Cum -

2.05 Shoulder with approved materi Cum -

2.06(a) Eambankment Reuse Cum -

2.06(b) Subgrade Reuse Cum -

2.06 Shoulder Reuse Cum - 2.09 Filling of median / island with a Cum -

3.01 Granular Sub-base Cum

3.02 Wet mix macadam Cum 0.729 0.35

4.04 DBM (Mytas mix) Cum 0.437 0.45

4.04 DBM(Ramky mix) Cum 0.451 0.42

4.04 DBM Cum 0.97

5.02 Sand filling in Foundation Cum - 1.000

5.05 PCC M 15 for leveling course Cum 4.197 0.4810 0.663

5.06(a) PCC Grade M 20 Cum 9.190 0.4754 0.656

5.06(b) PCC Grade M 25 Cum - 0.4520 0.624

5.07(a) RCC M 25 foundations & Substr Cum 225.609 0.4520 0.624

5.08(a) RCC M 25 superstructure Cum 38.788 0.4520 0.624

6.02 Granular material Filling in Fou Cum 357.600

6.05(a) PCC M15 for foundation Cum 42.496 0.4810 0.663

6.05(b) RCC M30 for foundation Cum 254.380 0.4450 0.6146.06a(i) RCC M30 Upto 5m height Cum 416.245 0.4450 0.614

6.06a(ii) RCC M30 5m - 10m height Cum - 0.4450 0.614

6.07(a) RCC M30 Super structure Cum 259.162 0.4450 0.614

6.07(b) RCC M35 Super structure Cum -

Name of Project : (Package -2) : Construction of Eight - lane Access Controlled Expresway as Outer Ring RoPackage-2 from Mallampet (Km.35+000) to Dindigal (Km.46+000) being takenup with the l

This BillQuantity

Robo

Sand

8/7/2019 Royalty District wise

8/38

MATERIAL CONSUMPTION STATEMENT FOR ROYALTY

Interim Payment Certificate No. 6 IPC-6

BOQ No. Description Unit

Facto

Sand 40mm 20mm

Consumed from Ranga Reddy District

2.03 Embankment with Borrow Cum 190,235.830

2.04 Subgrade with approved materi Cum 27,931.700

2.05 Shoulder with approved materi Cum -

2.06(a) Eambankment Reuse Cum 13,646.500

2.06(b) Subgrade Reuse Cum -

2.06 Shoulder Reuse Cum -

2.09 Filling of median / island with a Cum -

3.01 Granular Sub-base Cum 10,646.800

3.02 Wet mix macadam Cum 2,787.014 0.729 0.35

4.04 DBM (Mytas mix) Cum - 0.437 0.45

4.04 DBM(Ramky mix) Cum 0.451 0.42

4.04 DBM Cum 0.97

5.02 Sand filling in Foundation Cum - 1.00005.05 PCC M 15 for leveling course Cum 41.940 0.3352 0.2301 0.666

5.06(a) PCC Grade M 20 Cum 108.000 0.3315 0.2277 0.659

5.06(b) PCC Grade M 25 Cum - 0.2980 0.2046 0.644

5.07(a) RCC M 25 foundations & Substr Cum 102.704 0.2980 0.2046 0.644

5.08(a) RCC M 25 superstructure Cum 39.965 0.2980 0.2046 0.644

6.02 Granular material Filling in Fou Cum - 1.5950

6.05(a) PCC M15 for foundation Cum 20.022 0.3352 0.2301 0.666

6.05(b) RCC M30 for foundation Cum 133.498 0.2850 0.1958 0.644

6.06a(i) RCC M30 Upto 5m height Cum 249.614 0.2850 0.1958 0.644

6.06a(ii) RCC M30 5m - 10m height Cum - 0.2850 0.1958 0.644

6.07(a) RCC M30 Super structure Cum 526.331 0.2850 0.1958 0.644

6.07(b) RCC M35 Super structure Cum -

6.08 M15 for Approach slab Cum - 0.3352 0.2301 0.666

6.09 M30 for Approach slab Cum - 0.2850 0.1958 0.644

8.06(a) M-20 Median Kerb "A" Lm - 0.0226 0.0241

8.08 PCC M15 grade Cum 15.038 0.3352 0.2301 0.666

8.08(d) RCC M30 for foundation Cum 39.541 0.2850 0.1958 0.644

8.08(e) RCC M30 for Substructure Cum 20.988 0.2850 0.1958 0.644

Total Quantity from Ranga reddy District

Consumed from Medak District

2.03 Embankment with Borrow Cum -

2.04 Subgrade with approved materi Cum -

2.05 Shoulder with approved materi Cum -

2.06(a) Eambankment Reuse Cum -

2.06(b) Subgrade Reuse Cum -

2.06 Shoulder Reuse Cum - 2.09 Filling of median / island with a Cum -

3.01 Granular Sub-base Cum

3.02 Wet mix macadam Cum 0.729 0.35

4.04 DBM (Mytas mix) Cum 0.437 0.45

4.04 DBM(Ramky mix) Cum 0.451 0.42

4.04 DBM Cum 0.97

5.02 Sand filling in Foundation Cum 329.520 1.000

5.05 PCC M 15 for leveling course Cum 25.142 0.4810 0.663

5.06(a) PCC Grade M 20 Cum 68.610 0.4750 0.656

5.06(b) PCC Grade M 25 Cum - 0.4520 0.624

5.07(a) RCC M 25 foundations & Substr Cum 183.710 0.4520 0.624

5.08(a) RCC M 25 superstructure Cum - 0.4520 0.624

6.02 Granular material Filling in Fou Cum - 1.5950

6.05(a) PCC M15 for foundation Cum 20.022 0.4810 0.663

6.05(b) RCC M30 for foundation Cum 133.498 0.4450 0.6146.06a(i) RCC M30 Upto 5m height Cum 168.113 0.4450 0.614

6.06a(ii) RCC M30 5m - 10m height Cum - 0.4450 0.614

6.07(a) RCC M30 Super structure Cum 315.191 0.4450 0.614

6.07(b) RCC M35 Super structure Cum -

Name of Project : (Package -2) : Construction of Eight - lane Access Controlled Expresway as Outer Ring RoPackage-2 from Mallampet (Km.35+000) to Dindigal (Km.46+000) being takenup with the l

This Bill

Quantity

Robo

Sand

8/7/2019 Royalty District wise

9/38

MATERIAL CONSUMPTION STATEMENT FOR ROYALTY

Interim Payment Certificate No. 7 IPC-7

BOQ No. Description Unit

Facto

Sand 40mm 20mm

Consumed from Ranga Reddy District

2.03 Embankment with Borrow Cum 158,042.305

2.04 Subgrade with approved materi Cum 30,160.821

2.05 Shoulder with approved materi Cum -

2.06(a) Eambankment Reuse Cum 29,870.112

2.06(b) Subgrade Reuse Cum 14,839.258

2.06 Shoulder Reuse Cum 967.440

2.09 Filling of median / island with a Cum 1,453.900

3.01 Granular Sub-base Cum 18,847.288

3.02 Wet mix macadam Cum 19,178.470 0.729 0.35

4.04 DBM (Mytas mix) Cum 2,680.926 0.437 0.45

4.04 DBM(Ramky mix) Cum 0.451 0.42

4.04 DBM Cum 0.97

5.02 Sand filling in Foundation Cum - 1.00005.05 PCC M 15 for leveling course Cum 132.240 0.3352 0.2301 0.666

5.06(a) PCC Grade M 20 Cum 345.702 0.3315 0.2277 0.659

5.06(b) PCC Grade M 25 Cum - 0.2980 0.2046 0.644

5.07(a) RCC M 25 foundations & Substr Cum 490.216 0.2980 0.2046 0.644

5.08(a) RCC M 25 superstructure Cum 168.105 0.2980 0.2046 0.644

6.02 Granular material Filling in Fou Cum - 1.5950

6.05(a) PCC M15 for foundation Cum 150.576 0.3352 0.2301 0.666

6.05(b) RCC M30 for foundation Cum 939.817 0.2850 0.1958 0.644

6.06a(i) RCC M30 Upto 5m height Cum 752.328 0.2850 0.1958 0.644

6.06a(ii) RCC M30 5m - 10m height Cum 156.806 0.2850 0.1958 0.644

6.07(a) RCC M30 Super structure Cum 576.732 0.2850 0.1958 0.644

6.07(b) RCC M35 Super structure Cum -

6.08 M15 for Approach slab Cum - 0.3352 0.2301 0.666

6.09 M30 for Approach slab Cum - 0.2850 0.1958 0.644

8.06(a) M-20 Median Kerb "A" Lm 3,220.000 0.0226 0.0241 8.08 PCC M15 grade Cum 175.618 0.3352 0.2301 0.666

8.08(d) RCC M30 for foundation Cum 53.834 0.2850 0.1958 0.644

8.08(e) RCC M30 for Substructure Cum 52.121 0.2850 0.1958 0.644

Total Quantity from Ranga reddy District

Consumed from Medak District

2.03 Embankment with Borrow Cum -

2.04 Subgrade with approved materi Cum -

2.05 Shoulder with approved materi Cum -

2.06(a) Eambankment Reuse Cum -

2.06(b) Subgrade Reuse Cum -

2.06 Shoulder Reuse Cum -

2.09 Filling of median / island with a Cum -

3.01 Granular Sub-base Cum

3.02 Wet mix macadam Cum 0.729 0.35

4.04 DBM (Mytas mix) Cum 0.437 0.45

4.04 DBM(Ramky mix) Cum 0.451 0.42

4.04 DBM Cum 0.97

5.02 Sand filling in Foundation Cum 667.445 1.000

5.05 PCC M 15 for leveling course Cum - 0.4810 0.663

5.06(a) PCC Grade M 20 Cum - 0.4754 0.656

5.06(b) PCC Grade M 25 Cum - 0.4520 0.624

5.07(a) RCC M 25 foundations & Substr Cum - 0.4520 0.624

5.08(a) RCC M 25 superstructure Cum - 0.4520 0.624

6.02 Granular material Filling in Fou Cum - 1.5950

6.05(a) PCC M15 for foundation Cum - 0.4810 0.663

6.05(b) RCC M30 for foundation Cum - 0.44500.614

6.06a(i) RCC M30 Upto 5m height Cum - 0.4450 0.614

6.06a(ii) RCC M30 5m - 10m height Cum - 0.4450 0.614

6.07(a) RCC M30 Super structure Cum - 0.4450 0.614

6.07(b) RCC M35 Super structure Cum -

Name of Project : (Package -2) : Construction of Eight - lane Access Controlled Expresway as Outer Ring RoPackage-2 from Mallampet (Km.35+000) to Dindigal (Km.46+000) being takenup with the l

This BillQuantity

Robo

Sand

8/7/2019 Royalty District wise

10/38

MATERIAL CONSUMPTION STATEMENT FOR ROYALTY

Interim Payment Certificate No. 8 IPC-8

BOQ No. Description Unit

Facto

Sand 40mm 20mm

Consumed from Ranga Reddy District

2.03 Embankment with Borrow Cum 72,288.205

2.04 Subgrade with approved materi Cum 387.700

2.05 Shoulder with approved materi Cum -

2.06(a) Eambankment Reuse Cum 19,715.000

2.06(b) Subgrade Reuse Cum -

2.06 Shoulder Reuse Cum -

2.09 Filling of median / island with a Cum -

3.01 Granular Sub-base Cum 7,215.446

3.02 Wet mix macadam Cum 1,898.806 0.729 0.35

4.04 DBM (Mytas mix) Cum - 0.437 0.45

4.04 DBM(Ramky mix) Cum 0.451 0.42

4.04 DBM Cum 0.97

5.02 Sand filling in Foundation Cum - 1.00005.05 PCC M 15 for leveling course Cum 29.116 0.3352 0.2301 0.666

5.06(a) PCC Grade M 20 Cum 31.660 0.3315 0.2277 0.659

5.06(b) PCC Grade M 25 Cum - 0.2980 0.2046 0.644

5.07(a) RCC M 25 foundations & Substr Cum - 0.2980 0.2046 0.644

5.08(a) RCC M 25 superstructure Cum - 0.2980 0.2046 0.644

6.02 Granular material Filling in Fou Cum - 1.5950

6.05(a) PCC M15 for foundation Cum - 0.3352 0.2301 0.666

6.05(b) RCC M30 for foundation Cum - 0.2850 0.1958 0.644

6.06a(i) RCC M30 Upto 5m height Cum 138.974 0.2850 0.1958 0.644

6.06a(ii) RCC M30 5m - 10m height Cum - 0.2850 0.1958 0.644

6.07(a) RCC M30 Super structure Cum - 0.2850 0.1958 0.644

6.07(b) RCC M35 Super structure Cum -

6.08 M15 for Approach slab Cum - 0.3352 0.2301 0.666

6.09 M30 for Approach slab Cum - 0.2850 0.1958 0.644

8.06(a) M-20 Median Kerb "A" Lm - 0.0226 0.0241 8.08 PCC M15 grade Cum - 0.3352 0.2301 0.666

8.08(d) RCC M30 for foundation Cum - 0.2850 0.1958 0.644

8.08(e) RCC M30 for Substructure Cum - 0.2850 0.1958 0.644

Total Quantity from Ranga reddy District

Consumed from Medak District

2.03 Embankment with Borrow Cum -

2.04 Subgrade with approved materi Cum -

2.05 Shoulder with approved materi Cum -

2.06(a) Eambankment Reuse Cum -

2.06(b) Subgrade Reuse Cum -

2.06 Shoulder Reuse Cum -

2.09 Filling of median / island with a Cum -

3.01 Granular Sub-base Cum

3.02 Wet mix macadam Cum 0.729 0.35

4.04 DBM (Mytas mix) Cum 0.437 0.45

4.04 DBM(Ramky mix) Cum 0.451 0.42

4.04 DBM Cum 0.97

5.02 Sand filling in Foundation Cum - 1.000

5.05 PCC M 15 for leveling course Cum 21.224 0.4810 0.663

5.06(a) PCC Grade M 20 Cum 50.444 0.4754 0.656

5.06(b) PCC Grade M 25 Cum - 0.4520 0.624

5.07(a) RCC M 25 foundations & Substr Cum 25.817 0.4520 0.624

5.08(a) RCC M 25 superstructure Cum 3.594 0.4520 0.624

6.02 Granular material Filling in Fou Cum 1,191.059

6.05(a) PCC M15 for foundation Cum - 0.4810 0.663

6.05(b) RCC M30 for foundation Cum 66.749 0.4450 0.6146.06a(i) RCC M30 Upto 5m height Cum 123.782 0.4450 0.614

6.06a(ii) RCC M30 5m - 10m height Cum 93.236 0.4450 0.614

6.07(a) RCC M30 Super structure Cum - 0.4450 0.614

6.07(b) RCC M35 Super structure Cum -

Name of Project : (Package -2) : Construction of Eight - lane Access Controlled Expresway as Outer Ring RoPackage-2 from Mallampet (Km.35+000) to Dindigal (Km.46+000) being takenup with the l

This BillQuantity

Robo

Sand

8/7/2019 Royalty District wise

11/38

MATERIAL CONSUMPTION STATEMENT FOR ROYALTY

Interim Payment Certificate No. 9 IPC-9

BOQ No. Description Unit

Facto

Sand 40mm 20mm

Consumed from Ranga Reddy District

2.03 Embankment with Borrow Cum 77,742.368

2.04 Subgrade with approved materi Cum 13,564.010

2.05 Shoulder with approved materi Cum -

2.06(a) Eambankment Reuse Cum 55,914.500

2.06(b) Subgrade Reuse Cum 5,194.600

2.06 Shoulder Reuse Cum 508.740

2.09 Filling of median / island with a Cum -

3.01 Granular Sub-base Cum 7,583.387

3.02 Wet mix macadam Cum 9,557.186 0.729 0.35

4.04 DBM (Mytas mix) Cum - 0.437 0.45

4.04 DBM(Ramky mix) Cum 2,703.224 0.458 0.48

4.04 DBM Cum - 0.97

5.02 Sand filling in Foundation Cum - 1.00005.05 PCC M 15 for leveling course Cum - 0.3352 0.2301 0.666

5.06(a) PCC Grade M 20 Cum - 0.3315 0.2277 0.659

5.06(b) PCC Grade M 25 Cum - 0.2980 0.2046 0.644

5.07(a) RCC M 25 foundations & Substr Cum - 0.2980 0.2046 0.644

5.08(a) RCC M 25 superstructure Cum - 0.2980 0.2046 0.644

6.02 Granular material Filling in Fou Cum - 1.5950

6.05(a) PCC M15 for foundation Cum - 0.3352 0.2301 0.666

6.05(b) RCC M30 for foundation Cum - 0.2850 0.1958 0.644

6.06a(i) RCC M30 Upto 5m height Cum - 0.2850 0.1958 0.644

6.06a(ii) RCC M30 5m - 10m height Cum - 0.2850 0.1958 0.644

6.07(a) RCC M30 Super structure Cum - 0.2850 0.1958 0.644

6.07(b) RCC M35 Super structure Cum -

6.08 M15 for Approach slab Cum - 0.3352 0.2301 0.666

6.09 M30 for Approach slab Cum - 0.2850 0.1958 0.644

8.06(a) M-20 Median Kerb "A" Lm - 0.0226 0.0241

8.08 PCC M15 grade Cum - 0.3352 0.2301 0.666

8.08(d) RCC M30 for foundation Cum - 0.2850 0.1958 0.644

8.08(e) RCC M30 for Substructure Cum - 0.2850 0.1958 0.644

Total Quantity from Ranga reddy District

Consumed from Medak District

2.03 Embankment with Borrow Cum -

2.04 Subgrade with approved materi Cum -

2.05 Shoulder with approved materi Cum -

2.06(a) Eambankment Reuse Cum -

2.06(b) Subgrade Reuse Cum -

2.06 Shoulder Reuse Cum - 2.09 Filling of median / island with a Cum -

3.01 Granular Sub-base Cum 2,332.000

3.02 Wet mix macadam Cum 0.729 0.35

4.04 DBM (Mytas mix) Cum 0.437 0.45

4.04 DBM(Ramky mix) Cum 0.451 0.42

4.04 DBM Cum 0.97

5.02 Sand filling in Foundation Cum 320.131 1.000

5.05 PCC M 15 for leveling course Cum 69.123 0.4806 0.663

5.06(a) PCC Grade M 20 Cum 130.136 0.4754 0.656

5.06(b) PCC Grade M 25 Cum - 0.4520 0.624

5.07(a) RCC M 25 foundations & Substr Cum 343.642 0.4520 0.624

5.08(a) RCC M 25 superstructure Cum 84.563 0.4520 0.624

6.02 Granular material Filling in Fou Cum 198.654

6.05(a) PCC M15 for foundation Cum 216.580 0.4806 0.663

6.05(b) RCC M30 for foundation Cum 1,002.946 0.4450 0.6146.06a(i) RCC M30 Upto 5m height Cum 386.496 0.4450 0.614

6.06a(ii) RCC M30 5m - 10m height Cum 211.900 0.4450 0.614

6.07(a) RCC M30 Super structure Cum - 0.4450 0.614

6.07(b) RCC M35 Super structure Cum -

Name of Project : (Package -2) : Construction of Eight - lane Access Controlled Expresway as Outer Ring RoPackage-2 from Mallampet (Km.35+000) to Dindigal (Km.46+000) being takenup with the l

This Bill

Quantity

Robo

Sand

8/7/2019 Royalty District wise

12/38

MATERIAL CONSUMPTION STATEMENT FOR ROYALTY

Interim Payment Certificate No. 10 IPC-10

BOQ No. Description Unit

Factor

Sand 40mm 20mm 10mm Dust

Consumed from Ranga Reddy District

2.03 Embankment with Borrow Cum 33,805.960

2.04 Subgrade with approved materi Cum 10,401.815

2.05 Shoulder with approved materi Cum

2.06(a) Eambankment Reuse Cum 53,820.550

2.06(b) Subgrade Reuse Cum 19,606.150

2.06 Shoulder Reuse Cum 850.950

2.09 Filling of median / island with a Cum 292.950

3.01 Granular Sub-base Cum 185.564

3.02 Wet mix macadam Cum 2,005.120 0.729 0.354 0.398 0.729

4.04 DBM (Mytas mix) Cum - 0.437 0.459 0.391 0.988

4.04 DBM(Ramky mix) Cum - 0.458 0.482 0.409 1.035

4.04 DBM Cum 6,738.783 0.971 0.428 0.834

5.02 Sand filling in Foundation Cum - 1.00005.05 PCC M 15 for leveling course Cum - 0.3352 0.2301 0.6661 0.5441

5.06(a) PCC Grade M 20 Cum - 0.3315 0.2277 0.6594 0.5384

5.06(b) PCC Grade M 25 Cum - 0.2980 0.2046 0.6448 0.5265

5.07(a) RCC M 25 foundations & Substr Cum - 0.2980 0.2046 0.6448 0.5265

5.08(a) RCC M 25 superstructure Cum - 0.2980 0.2046 0.6448 0.5265

6.02 Granular material Filling in Fou Cum - 1.5950

6.03 Back filling with granular materi Cum -

6.04 Filter media behind abutments Cum -

6.05(a) PCC M15 for foundation Cum - 0.3352 0.2301 0.6661 0.5441

6.05(b) RCC M30 for foundation Cum - 0.2850 0.1958 0.6442 0.5261

6.06a(i) RCC M30 Upto 5m height Cum - 0.2850 0.1958 0.6442 0.5261

6.06a(ii) RCC M30 5m - 10m height Cum - 0.2850 0.1958 0.6442 0.5261

6.07(a) RCC M30 Super structure Cum - 0.2850 0.1958 0.6442 0.5261

6.07(b) RCC M35 Super structure Cum - 6.08 M15 for Approach slab Cum - 0.3352 0.2301 0.6661 0.5441

6.09 M30 for Approach slab Cum - 0.2850 0.1958 0.6442 0.5261

8.06(a) M-20 Median Kerb "A" Lm - 0.0226 0.0241 0.0607

8.08 PCC M15 grade Cum - 0.3352 0.2301 0.6661 0.5441

8.08(d) RCC M30 for foundation Cum - 0.2850 0.1958 0.6442 0.5261

8.08(e) RCC M30 for Substructure Cum - 0.2850 0.1958 0.6442 0.5261

Total Quantity from Ranga reddy District

Consumed from Medak District

2.03 Embankment with Borrow Cum -

2.04 Subgrade with approved materi Cum -

2.05 Shoulder with approved materi Cum -

2.06(a) Eambankment Reuse Cum - 2.06(b) Subgrade Reuse Cum -

2.06 Shoulder Reuse Cum -

2.09 Filling of median / island with a Cum -

3.01 Granular Sub-base Cum 9,345.000

3.02 Wet mix macadam Cum 8,633.000 0.729 0.354 0.398 0.729

4.04 DBM (Mytas mix) Cum 0.437 0.459 0.391 0.988

4.04 DBM(Ramky mix) Cum 0.451 0.427 0.427 0.923

4.04 DBM Cum 0.971 0.428 0.834

5.02 Sand filling in Foundation Cum 23.694 1.000

5.05 PCC M 15 for leveling course Cum 59.963 0.4806 0.6631 0.6611

5.06(a) PCC Grade M 20 Cum 23.031 0.4754 0.6560 0.6540

5.06(b) PCC Grade M 25 Cum - 0.4520 0.6244 0.6225

5.07(a) RCC M 25 foundations & Substr Cum 390.388 0.4520 0.6244 0.6225

5.08(a) RCC M 25 superstructure Cum 39.777 0.4520 0.6244 0.6225

6.02 Granular material Filling in Fou Cum 1,240.942 1.5950

6.03 Back filling with granular materi Cum -

6.04 Filter media behind abutments Cum -

6.05(a) PCC M15 for foundation Cum 178.943 0.4806 0.6631 0.6611

6 05(b) RCC M30 for foundation Cum 1 286 455 0 4450 0 6145 0 6126

Name of Project : (Package -2) : Construction of Eight - lane Access Controlled Expresway as O

This Bill

QuantityRoboSand

8/7/2019 Royalty District wise

13/38

MATERIAL CONSUMPTION STATEMENT

Interim Payment Certificate No. 11

BOQ No. Description Unit

Factor

Sand 40mm 20mm 10mm Dust GSB

Consumed from Ranga Reddy District

2.03 Embankment with Borrow Cum ###

2.04 Subgrade with approved materi Cum 112,274.390

2.05 Shoulder with approved materi Cum 417.000

2.06(a) Eambankment Reuse Cum 385,986.067

2.06(b) Subgrade Reuse Cum 40,949.043

2.06 Shoulder Reuse Cum 2,327.130

2.09 Filling of median / island with a Cum 1,746.850

3.01 Granular Sub-base Cum 44,478.485 2.230

3.02 Wet mix macadam Cum 35,426.596 0.7293 0.3536 0.3978 0.7293

4.01 Prime Coat Sqm 183,279.4904.02(a) Tack coat over granular surface Sqm 66,191.450

4.02(b) Tack coat over bitumen serface Sqm 20,440.000

4.03 BM Cum 39.875 0.4366 0.4594 0.3906 0.9880

4.04 DBM (Mytas mix) Cum 2,680.926 0.4366 0.4594 0.3906 0.9880

4.04 DBM(Ramky mix) Cum 2,703.224 0.4508 0.4272 0.4272 0.9228

4.04 DBM Cum 13,395.366 0.9708 0.4275 0.8338

5.02 Sand filling in Foundation Cum 1,841.067 1.000

5.03 Back filling behind abutments Cum 209.752

5.04 Filter media Cum 81.989 0.6810 0.9080 0.6810

5.05 PCC M 15 for leveling course Cum 203.296 0.3352 0.2301 0.6661 0.5441

5.06(a) PCC Grade M 20 Cum 497.350 0.3315 0.2277 0.6594 0.5384

5.07(a) RCC M 25 foundations & Substr Cum 782.103 0.2980 0.2046 0.6448 0.5265

5.08(a) RCC M 25 superstructure Cum 208.070 0.2980 0.2046 0.6448 0.5265

5.09(a) TMT for Foundation MT 114.580

5.09(b) TMT for Substructure MT 110.424

5.09(c) TMT for Superstructure MT 42.466

5.10 H.P NP-4, 1200 mm Dia Lm 324.300

6.02 Granular material Filling in Fou Cum 3,022.839 1.5950

6.03 Back filling with granular mater Cum 2,167.883

6.04 Filter media behind abutments Cum 1,256.456 0.6810 0.9080 0.6810

6.05(a) PCC M15 for foundation Cum 219.256 0.3352 0.2301 0.6661 0.5441

6.05(b) RCC M30 for foundation Cum 1,843.875 0.2850 0.1958 0.6442 0.5261

6.06a(i) RCC M30 Upto 5m height Cum 1,495.617 0.2850 0.1958 0.6442 0.5261

6.06a(ii) RCC M30 5m - 10m height Cum 157.111 0.2850 0.1958 0.6442 0.5261

6.07(a) RCC M30 Super structure Cum 1,103.063 0.2850 0.1958 0.6442 0.5261

6.15(a) TMT for Foundation MT 548.219

6.15(b) TMT for Substructure MT 248.199

6.15 TMT for Superstructure MT 101.679

8.06(a) M-20 Median Kerb "A" Lm 3,530.0000.0226 0.0241 0.0607

8.08(b) filter material behind retaining Cum 27.000 0.6810 0.9080 0.6810

8.08 PCC M15 grade Cum 225.756 0.3352 0.2301 0.6661 0.5441

8.08(d) RCC M30 for foundation Cum 141.318 0.2850 0.1958 0.6442 0.5261

8.08(e) RCC M30 for Substructure Cum 126.156 0.2850 0.1958 0.6442 0.5261

8.08(f) TMT For foundation & substruc. Cum 123.307

9.17(a) NP2 600mm Dia Pipe Lm 271.030

2056763.05

Total Cumulative Quantity

Upto Previous Bill Quantity

Balance Quantities

Name of Project : (Package -2) : Construction of Eight - lane Access Controlled Expresw

This BillQuantity

RoboSand

8/7/2019 Royalty District wise

14/38

MATERIAL CONSUMPTION STATEMENT

Interim Payment Certificate No. 11

BOQ No. Description Unit

Factor

Sand 40mm 20mm 10mm Dust GSB

Name of Project : (Package -2) : Construction of Eight - lane Access Controlled Expresw

This BillQuantity

RoboSand

Consumed from Medak District

3.01 Granular Sub-base Cum 19,453.956 2.23

3.02 Wet mix macadam Cum 18,935.558 0.729 0.354 0.398 0.729

4.03 BM Cum -

4.04 DBM (Mytas mix) Cum - 0.437 0.459 0.391 0.988

4.04 DBM(Ramky mix) Cum - 0.451 0.427 0.427 0.923

4.04 DBM Cum 0.001 0.971 0.428 0.834

5.02 Sand filling in Foundation Cum - 1.000

5.03 Back filling behind abutments Cum -

5.04 Filter media Cum - 0.6810 0.9080 0.68105.05 PCC M 15 for leveling course Cum 502.222 0.4806 0.6693 0.6693

5.06(a) PCC Grade M 20 Cum 307.915 0.4754 0.6560 0.6540

5.07(a) RCC M 25 foundations & Substr Cum 1,510.796 0.4524 0.6244 0.6225

5.08(a) RCC M 25 superstructure Cum 237.379 0.4524 0.6244 0.6225

6.02 Granular material Filling in Fou Cum - 1.5950

6.04 Filter media behind abutments Cum - 0.6810 0.9080 0.6810

6.05(a) PCC M15 for foundation Cum 758.734 0.4806 0.6631 0.6611

6.05(b) RCC M30 for foundation Cum 5,273.768 0.4452 0.6145 0.6126

6.06a(i) RCC M30 Upto 5m height Cum 2,406.069 0.4452 0.6145 0.6126

6.06a(ii) RCC M30 5m - 10m height Cum 503.745 0.4452 0.6145 0.6126 6.07 a RCC M30 Super structure Cum 577.651 0.4452 0.6145 0.6126

8.06(a) M-20 Median Kerb "A" Lm 6,586.000 0.0226 0.0245 0.0672

8.08(b) filter material behind retaining Cum - 0.6810 0.9080 0.6810

8.08 PCC M15 grade Cum 318.369 0.4806 0.6631 0.6611

8.08(d) RCC M30 for foundation Cum 1,093.506 0.4452 0.6145 0.6126

8.08(e) RCC M30 for Substructure Cum 543.451 0.4452 0.6145 0.6126

Extra M20 Inner Kerb "A" type Lm 1,070.000 0.0201 0.0218 0.0598

Total Cumulative Quantity

Upto Previous Bill Quantity

Balance Quantities

Balance Quantity in This Month

8/7/2019 Royalty District wise

15/38

8/7/2019 Royalty District wise

16/38

8/7/2019 Royalty District wise

17/38

MATERIAL CONSUMPTION STATEMENT

Interim Payment Certificate No. 12

BOQ No. Description Unit

Factor

Sand 40mm 20mm 10mm Dust GSB B

Consumed from Ranga Reddy District

2.03 Embankment with Borrow Cum ###

2.04 Subgrade with approved mater Cum 113,803.790

2.05 Shoulder with approved materi Cum 2,395.860

2.06(a) Eambankment Reuse Cum 387,614.067

2.06(b) Subgrade Reuse Cum 40,949.043

2.06 Shoulder Reuse Cum 3,573.450

2.06(d) Median filling Reuse Cum 804.420

2.09 Filling of median / island with a Cum 2,355.070

3.01 Granular Sub-base Cum 46,360.245 2.2300

3.02 Wet mix macadam Cum 35,426.596 0.7293 0.3536 0.3978 0.72934.01 Prime Coat Sqm 214,663.840

4.02(a) Tack coat over granular surfac Sqm 80,238.050

4.02(b) Tack coat over bitumen serfac Sqm 20,440.000

4.03 BM Cum 39.875 0.4366 0.4594 0.3906 0.9880

4.04 DBM (Mytas mix) Cum 2,680.926 0.4366 0.4594 0.3906 0.9880

4.04 DBM(Ramky mix) Cum 2,703.224 0.4508 0.4272 0.4272 0.9228

4.04 DBM Cum 17,365.340 0.9708 0.4275 0.8338

5.02 Sand fill ing in Foundation Cum 1,841.067 1.0000

5.03 Back filling behind abutments Cum 209.752

5.04 Filter media Cum 81.989 0.6810 0.9080 0.6810

5.05 PCC M 15 for leveling course Cum 216.151 0.3352 0.2301 0.6661 0.5441

5.06(a) PCC Grade M 20 Cum 509.344 0.3315 0.2277 0.6594 0.5384

5.07(a) RCC M 25 foundations & Substr Cum 809.433 0.2980 0.2046 0.6448 0.5265

5.08(a) RCC M 25 superstructure Cum 253.186 0.2980 0.2046 0.6448 0.5265

5.09(a) TMT for Foundation MT 124.678

5.09(b) TMT for Substructure MT 121.442

5.09(c) TMT for Superstructure MT 52.902

5.10 H.P NP-4, 1200 mm Dia Lm 354.908

6.02 Granular material Filling in Fou Cum 3,022.839 1.5950

6.03 Back filling with granular mate Cum 2,167.883

6.04 Filter media behind abutments Cum 1,256.456 0.6810 0.9080 0.6810

6.05(a) PCC M15 for foundation Cum 241.397 0.3352 0.2301 0.6661 0.5441

6.05(b) RCC M30 for foundation Cum 1,843.875 0.2850 0.1958 0.6442 0.5261

6.06a(i) RCC M30 Upto 5m height Cum 1,842.781 0.2850 0.1958 0.6442 0.5261

6.06a(ii) RCC M30 5m - 10m height Cum 287.175 0.2850 0.1958 0.6442 0.5261

6.07(a) RCC M30 Super structure Cum 1,557.698 0.2850 0.1958 0.6442 0.5261

6.15(a) TMT for Foundation MT 556.704

6.15(b) TMT for Substructure MT 281.610

6.15 TMT for Superstructure MT 142.5108.05 Lined surface Toe drains Lm 200.000 0.1103 0.0757 0.2191 0.1790

8.06(a) M-20 Median Kerb "A" Lm 4,003.115 0.0226 0.0241 0.0607

8.06(b) M-20 Median Kerb "L" Lm 146.885 0.0385 0.0411 0.1034

8.08(b) filter material behind retaining Cum 224.100 0.6810 0.9080 0.6810

8.08 PCC M15 grade Cum 235.296 0.3352 0.2301 0.6661 0.5441

8.08(d) RCC M30 for foundation Cum 149.766 0.2850 0.1958 0.6442 0.5261

8.08(e) RCC M30 for Substructure Cum 152.792 0.2850 0.1958 0.6442 0.5261

8.08(f) TMT For foundation & substruc. Cum 129.347

9.17(a) NP2 600mm Dia Pipe Lm 271.030

SR Kerb M20 Inner Kerb "A" type Lm - 0.0201 0.0215 0.0541

Total Cumulative Quantity

Upto Previous Bill Quantity

Balance Quantities

Name of Project : (Package -2) : Construction of Eight - lane Access Controlled Expreswa

This BillQuantity

RoboSand

8/7/2019 Royalty District wise

18/38

MATERIAL CONSUMPTION STATEMENT

Interim Payment Certificate No. 12

BOQ No. Description Unit

Factor

Sand 40mm 20mm 10mm Dust GSB

Name of Project : (Package -2) : Construction of Eight - lane Access Controlled Expreswa

This BillQuantity

RoboSand

Consumed from Medak District

3.01 Granular Sub-base Cum 22,222.048 2.230

3.02 Wet mix macadam Cum 23,512.866 0.729 0.354 0.398 0.729

5.04 Filter media Cum - 0.6810 0.9080 0.6810

5.05 PCC M 15 for leveling course Cum 502.222 0.4806 0.6693 0.6693

5.06(a) PCC Grade M 20 Cum 307.915 0.4754 0.6560 0.6540

5.07(a) RCC M 25 foundations & Substr Cum 1,660.124 0.4524 0.6244 0.6225

5.08(a) RCC M 25 superstructure Cum 298.015 0.4524 0.6244 0.6225

6.04 Filter media behind abutments Cum - 0.6810 0.9080 0.6810

6.05(a) PCC M15 for foundation Cum 758.734 0.4806 0.6631 0.6611

6.05(b) RCC M30 for foundation Cum 5,421.469 0.4452 0.6145 0.6126

6.06a(i) RCC M30 Upto 5m height Cum 2,474.697 0.4452 0.6145 0.6126

6.06a(ii) RCC M30 5m - 10m height Cum 554.601 0.4452 0.6145 0.6126 6.07 a RCC M30 Super structure Cum 577.651 0.4452 0.6145 0.6126

8.05 Lined surface Toe drains Lm - 0.1581 0.2182 0.2175

8.06(a) M-20 Median Kerb "A" Lm 6,976.000 0.0226 0.0245 0.0672

8.06(b) M-20 Median Kerb "L" Lm - 0.0385 0.0417 0.1144

8.08 PCC M15 grade Cum 328.569 0.4806 0.6631 0.6611

8.08(d) RCC M30 for foundation Cum 1,138.361 0.4452 0.6145 0.6126

8.08(e) RCC M30 for Substructure Cum 555.455 0.4452 0.6145 0.6126

SR Kerb M20 Inner Kerb "A" type Lm 1,070.000 0.0201 0.0218 0.0598

Total Cumulative Quantity

Upto Previous Bill Quantity

Balance Quantities

Balance Quantity in This Month

8/7/2019 Royalty District wise

19/38

MATERIAL CONSUMPTION STATEMENT

Interim Payment Certificate No. 13

BOQ No. Description Unit

Factor

Sand 40mm 20mm 10mm Dust GSB Bit

Consumed from Ranga Reddy District

2.03 Embankment with Borrow Cum ###

2.04 Subgrade with approved materi Cum 124,151.453

2.05 Shoulder with approved materi Cum 2,732.670

2.06(a) Eambankment Reuse Cum 387,614.067

2.06(b) Subgrade Reuse Cum 40,949.043

2.06 Shoulder Reuse Cum 3,573.450

2.06(d) Median filling Reuse Cum 931.950

2.09 Filling of median / island with a Cum 3,198.730

3.01 Granular Sub-base Cum 51,455.653 2.2300

3.02 Wet mix macadam Cum 35,426.596 0.7293 0.3536 0.3978 0.72934.01 Prime Coat Sqm 230,961.540

4.02(a) Tack coat over granular surface Sqm 83,523.050

4.02(b) Tack coat over bitumen serface Sqm 20,440.000

4.03 BM Cum 39.875 0.4366 0.4594 0.3906 0.9880 0

4.04 DBM (Mytas mix) Cum 2,680.926 0.4366 0.4594 0.3906 0.9880 0

4.04 DBM(Ramky mix) Cum 2,703.224 0.4508 0.4272 0.4272 0.9228 0

4.04 DBM Cum 19,299.395 0.9708 0.4275 0.8338 0

5.02 Sand filling in Foundation Cum 1,852.362 1.0000

5.03 Back filling behind abutments Cum 209.752

5.04 Filter media Cum 81.989 0.6810 0.9080 0.6810

5.05 PCC M 15 for leveling course Cum 216.151 0.3352 0.2301 0.6661 0.5441

5.06(a) PCC Grade M 20 Cum 531.876 0.3315 0.2277 0.6594 0.5384

5.07(a) RCC M 25 foundations & Substr Cum 904.736 0.2980 0.2046 0.6448 0.5265

5.08(a) RCC M 25 superstructure Cum 253.186 0.2980 0.2046 0.6448 0.5265

5.09(a) TMT for Foundation MT 124.678

5.09(b) TMT for Substructure MT 136.353

5.09(c) TMT for Superstructure MT 58.976

5.10 H.P NP-4, 1200 mm Dia Lm 395.576

6.02 Granular material Filling in Fou Cum 3,022.839 1.5950

6.03 Back filling with granular materi Cum 2,167.883

6.04 Filter media behind abutments Cum 1,256.456 0.6810 0.9080 0.6810

6.05(a) PCC M15 for foundation Cum 241.397 0.3352 0.2301 0.6661 0.5441

6.05(b) RCC M30 for foundation Cum 1,843.875 0.2850 0.1958 0.6442 0.5261

6.06a(i) RCC M30 Upto 5m height Cum 2,197.760 0.2850 0.1958 0.6442 0.5261

6.06a(ii) RCC M30 5m - 10m height Cum 372.891 0.2850 0.1958 0.6442 0.5261

6.07(a) RCC M30 Super structure Cum 1,939.451 0.2850 0.1958 0.6442 0.5261

6.07(b) RCC M35 Super structure Cum 197.146 0.4389 0.5450 0.6640

6.15(a) TMT for Foundation MT 556.704

6.15(b) TMT for Substructure MT 322.3936.15 TMT for Superstructure MT 219.712

8.05 Lined surface Toe drains Lm 560.000 0.1103 0.0757 0.2191 0.1790

8.06(a) M-20 Median Kerb "A" Lm 4,543.115 0.0226 0.0241 0.0607

8.06(b) M-20 Median Kerb "L" Lm 146.885 0.0385 0.0411 0.1034

8.08(b) filter material behind retaining Cum 224.100 0.6810 0.9080 0.6810

8.08 PCC M15 grade Cum 284.360 0.3352 0.2301 0.6661 0.5441

8.08(d) RCC M30 for foundation Cum 185.432 0.2850 0.1958 0.6442 0.5261

8.08(e) RCC M30 for Substructure Cum 178.980 0.2850 0.1958 0.6442 0.5261

8.08(f) TMT For foundation & substruc. Cum 133.396

9.17(a) NP2 600mm Dia Pipe Lm 299.504

9.18(a) Dia 110mm ( a set of 8 pipes )S Rm 1,010.000

9.18(b) Dia 110mm (Main Carriageway Rm -

SR Kerb M20 Inner Kerb "A" type Lm - 0.0201 0.0215 0.0541

Total Cumulative Quantity

Upto Previous Bill Quantity

Balance Quantities

Name of Project : (Package -2) : Construction of Eight - lane Access Controlled Expresway a

This BillQuantity

RoboSand

8/7/2019 Royalty District wise

20/38

MATERIAL CONSUMPTION STATEMENT

Interim Payment Certificate No. 13

BOQ No. Description Unit

Factor

Sand 40mm 20mm 10mm Dust GSB Bit

Name of Project : (Package -2) : Construction of Eight - lane Access Controlled Expresway a

This BillQuantity

RoboSand

Consumed from Medak District

3.01 Granular Sub-base Cum 22,964.848 2.230

3.02 Wet mix macadam Cum 27,516.747 0.729 0.354 0.398 0.729

5.04 Filter media Cum - 0.6810 0.9080 0.6810

5.05 PCC M 15 for leveling course Cum 502.222 0.4806 0.6693 0.6693

5.06(a) PCC Grade M 20 Cum 312.696 0.4754 0.6560 0.6540

5.07(a) RCC M 25 foundations & Substr Cum 1,726.249 0.4524 0.6244 0.6225

5.08(a) RCC M 25 superstructure Cum 374.448 0.4524 0.6244 0.6225

6.04 Filter media behind abutments Cum - 0.6810 0.9080 0.6810

6.05(a) PCC M15 for foundation Cum 758.734 0.4806 0.6631 0.6611 6.05(b) RCC M30 for foundation Cum 5,421.469 0.4452 0.6145 0.6126

6.06a(i) RCC M30 Upto 5m height Cum 2,623.015 0.4452 0.6145 0.6126

6.06a(ii) RCC M30 5m - 10m height Cum 601.538 0.4452 0.6145 0.6126 6.07 a RCC M30 Super structure Cum 951.462 0.4452 0.6145 0.6126

6.07(b) RCC M35 Super structure Cum -

8.06(a) M-20 Median Kerb "A" Lm 7,161.000 0.0226 0.0245 0.0672

8.06(b) M-20 Median Kerb "L" Lm - 0.0385 0.0417 0.1144

8.08 PCC M15 grade Cum 328.569 0.4806 0.6631 0.6611

8.08(d) RCC M30 for foundation Cum 1,138.361 0.4452 0.6145 0.6126

8.08(e) RCC M30 for Substructure Cum 556.827 0.4452 0.6145 0.6126

SR Kerb M20 Inner Kerb "A" type Lm 1,070.000 0.0201 0.0218 0.0598

Total Cumulative Quantity

Upto Previous Bill Quantity

Balance Quantities

Balance Quantity in This Month

8/7/2019 Royalty District wise

21/38

MATERIAL CONSUMPTION STATEMENT

Interim Payment Certificate No:14

BOQ No. Description Unit

Factor

Sand 40mm 20mm 10mm Dust GSB

Consumed from Ranga Reddy District

2.03 Embankment with Borrow Cum ###

2.04 Subgrade with approved materi Cum 132,147.298

2.05 Shoulder with approved materi Cum 6,938.270

2.06(a) Eambankment Reuse Cum 387,614.067

2.06(b) Subgrade Reuse Cum 40,949.043

2.06 Shoulder Reuse Cum 3,573.450

2.06(d) Median filling Reuse Cum 931.950

2.09 Filling of median / island with a Cum 4,493.823

3.01 Granular Sub-base Cum 54,824.253 2.2300

3.02 Wet mix macadam Cum 35,426.597 0.7293 0.3536 0.3978 0.7293

4.01 Prime Coat Sqm 234,429.040

4.02(a) Tack coat over granular surface Sqm 83,523.050

4.02(b) Tack coat over bitumen serface Sqm 20,440.000

4.03 BM Cum 39.875 0.4366 0.4594 0.3906 0.9880

4.04 DBM (Mytas mix) Cum 2,680.926 0.4366 0.4594 0.3906 0.9880

4.04 DBM(Ramky mix) Cum 2,703.224 0.4508 0.4272 0.4272 0.9228

4.04 DBM Cum 19,512.920 0.9708 0.4275 0.8338

5.02 Sand filling in Foundation Cum 1,852.362 1.0000

5.03 Back filling behind abutments Cum 209.752

5.04 Filter media Cum 81.989 0.6810 0.9080 0.6810

5.05 PCC M 15 for leveling course Cum 216.151 0.3352 0.2301 0.6661 0.5441

5.06(a) PCC Grade M 20 Cum 531.876 0.3315 0.2277 0.6594 0.5384

5.07(a) RCC M 25 foundations & Substr Cum 904.736 0.2980 0.2046 0.6448 0.5265

5.08(a) RCC M 25 superstructure Cum 253.1860.2980 0.2046 0.6448 0.5265

5.09(a) TMT for Foundation MT 124.678

5.09(b) TMT for Substructure MT 153.569

5.09(c) TMT for Superstructure MT 61.143

5.10 H.P NP-4, 1200 mm Dia Lm 395.576

6.02 Granular material Filling in Fou Cum 3,022.839 1.5950

6.03 Back filling with granular mater Cum 2,167.883

6.04 Filter media behind abutments Cum 1,256.456 0.6810 0.9080 0.6810

6.05(a) PCC M15 for foundation Cum 241.397 0.3352 0.2301 0.6661 0.5441

6.05(b) RCC M30 for foundation Cum 1,843.875 0.2850 0.1958 0.6442 0.5261

6.06a(i) RCC M30 Upto 5m height Cum 2,197.760 0.2850 0.1958 0.6442 0.5261

6.06a(ii) RCC M30 5m - 10m height Cum 372.891 0.2850 0.1958 0.6442 0.5261

6.07(a) RCC M30 Super structure Cum 1,939.451 0.2850 0.1958 0.6442 0.5261

6.07(b) RCC M35 Super structure Cum 985.944 0.4389 0.5450 0.6640

6.15(a) TMT for Foundation MT 556.704

6.15(b) TMT for Substructure MT 342.7636.15 TMT for Superstructure MT 292.659

8.05 Lined surface Toe drains Lm 560.000 0.1103 0.0757 0.2191 0.1790

8.06(a) M-20 Median Kerb "A" Lm 4,543.115 0.0226 0.0241 0.0607

8.06(b) M-20 Median Kerb "L" Lm 146.885 0.0385 0.0411 0.1034

8.08(b) filter material behind retaining Cum 224.100 0.6810 0.9080 0.6810

8.08 PCC M15 grade Cum 284.360 0.3352 0.2301 0.6661 0.5441

8.08(d) RCC M30 for foundation Cum 185.432 0.2850 0.1958 0.6442 0.5261

8.08(e) RCC M30 for Substructure Cum 178.980 0.2850 0.1958 0.6442 0.5261

8.08(f) TMT For foundation & substruc. Cum 137.461

9.17(a) NP2 600mm Dia Pipe Lm 299.504

9.18(a) Dia 110mm ( a set of 8 pipes )S Rm 2,750.000

9.18(b) Dia 110mm (Main Carriageway Rm 1,770.000

SR Kerb M20 Inner Kerb "A" type Lm - 0.0201 0.0215 0.0541

Total Cumulative Quantity

Upto Previous Bill Quantity

Balance Quantities

Name of Project : (Package -2) : Construction of Eight - lane Access Controlled Expresw

This BillQuantity

RoboSand

8/7/2019 Royalty District wise

22/38

MATERIAL CONSUMPTION STATEMENT

Interim Payment Certificate No:14

BOQ No. Description Unit

Factor

Sand 40mm 20mm 10mm Dust GSB

Name of Project : (Package -2) : Construction of Eight - lane Access Controlled Expresw

This BillQuantity

RoboSand

Consumed from Medak District

3.01 Granular Sub-base Cum 22,964.848 2.230

3.02 Wet mix macadam Cum 31,590.918 0.729 0.354 0.398 0.729

5.04 Filter media Cum - 0.6810 0.9080 0.6810

5.05 PCC M 15 for leveling course Cum 504.370 0.4806 0.6693 0.6693

5.06(a) PCC Grade M 20 Cum 324.994 0.4754 0.6560 0.6540

5.07(a) RCC M 25 foundations & Substr Cum 1,903.820 0.4524 0.6244 0.6225

5.08(a) RCC M 25 superstructure Cum 409.716 0.4524 0.6244 0.6225

6.04 Filter media behind abutments Cum - 0.6810 0.9080 0.6810

6.05(a) PCC M15 for foundation Cum 758.734 0.4806 0.6631 0.6611

6.05(b) RCC M30 for foundation Cum 5,421.469 0.4452 0.6145 0.6126

6.06a(i) RCC M30 Upto 5m height Cum 2,747.082 0.4452 0.6145 0.6126

6.06a(ii) RCC M30 5m - 10m height Cum 829.446 0.4452 0.6145 0.6126 6.07 a RCC M30 Super structure Cum 951.462 0.4452 0.6145 0.6126

8.05 Lined surface Toe drains Lm 855.000 0.1581 0.2182 0.2175

8.06(a) M-20 Median Kerb "A" Lm 7,346.000 0.0226 0.0245 0.0672

8.08 PCC M15 grade Cum 378.308 0.4806 0.6631 0.6611

8.08(d) RCC M30 for foundation Cum 1,178.445 0.4452 0.6145 0.6126

8.08(e) RCC M30 for Substructure Cum 594.108 0.4452 0.6145 0.6126

SR Kerb M20 Inner Kerb "A" type Lm 1,070.000 0.0201 0.0218 0.0598

Total Cumulative Quantity

Upto Previous Bill Quantity

Balance Quantities

Balance Quantity in This Month

8/7/2019 Royalty District wise

23/38

MATERIAL CONSUMPTION STATEMENT

Interim Payment Certificate No:15

BOQ No. Description Unit

Factor

Sand 40mm 20mm 10mm Dust GSB

Consumed from Ranga Reddy District

2.03 Embankment with Borrow Cum ###

2.04 Subgrade with approved materi Cum 150,354.128

2.05 Shoulder with approved materi Cum 15,198.430

2.06(a) Eambankment Reuse Cum 387,614.067

2.06(b) Subgrade Reuse Cum 40,949.043

2.06 Shoulder Reuse Cum 3,573.450

2.06(d) Median filling Reuse Cum 931.950

2.09 Filling of median / island with a Cum 8,978.683

3.01 Granular Sub-base Cum 63,282.777 2.2300

3.02 Wet mix macadam Cum 35,426.596 0.7293 0.3536 0.3978 0.7293

4.01 Prime Coat Sqm 277,048.540

4.02(a) Tack coat over granular surface Sqm 83,523.050

4.02(b) Tack coat over bitumen serface Sqm 20,440.000

4.03 BM Cum 39.875 0.4366 0.4594 0.3906 0.9880

4.04 DBM (Mytas mix) Cum 2,680.926 0.4366 0.4594 0.3906 0.9880

4.04 DBM(Ramky mix) Cum 2,703.224 0.4508 0.4272 0.4272 0.9228

4.04 DBM Cum 23,248.977 0.9708 0.4275 0.8338

5.02 Sand filling in Foundation Cum 1,852.362 1.0000

5.03 Back filling behind abutments Cum 209.752

5.04 Filter media Cum 81.989 0.6810 0.9080 0.6810

5.05 PCC M 15 for leveling course Cum 218.299 0.3352 0.2301 0.6661 0.5441

5.06(a) PCC Grade M 20 Cum 539.394 0.3315 0.2277 0.6594 0.5384

5.07(a) RCC M 25 foundations & Substr Cum 951.562 0.2980 0.2046 0.6448 0.5265

5.08(a) RCC M 25 superstructure Cum 333.7260.2980 0.2046 0.6448 0.5265

5.09(a) TMT for Foundation MT 124.678

5.09(b) TMT for Substructure MT 158.936

5.09(c) TMT for Superstructure MT 69.369

5.10 H.P NP-4, 1200 mm Dia Lm 395.576

6.02 Granular material Filling in Fou Cum 3,022.839 1.5950

6.03 Back filling with granular mater Cum 2,167.883

6.04 Filter media behind abutments Cum 1,256.456 0.6810 0.9080 0.6810

6.05(a) PCC M15 for foundation Cum 241.397 0.3352 0.2301 0.6661 0.5441

6.05(b) RCC M30 for foundation Cum 1,843.875 0.2850 0.1958 0.6442 0.5261

6.06a(i) RCC M30 Upto 5m height Cum 2,409.165 0.2850 0.1958 0.6442 0.5261

6.06a(ii) RCC M30 5m - 10m height Cum 457.817 0.2850 0.1958 0.6442 0.5261

6.07(a) RCC M30 Super structure Cum 2,458.648 0.2850 0.1958 0.6442 0.5261

6.07(b) RCC M35 Super structure Cum 1,188.198 0.4389 0.5450 0.6640

6.15(a) TMT for Foundation MT 556.704

6.15(b) TMT for Substructure MT 364.4646.15 TMT for Superstructure MT 368.459

8.05 Lined surface Toe drains Lm 1,450.000 0.1103 0.0757 0.2191 0.1790

8.06(a) M-20 Median Kerb "A" Lm 6,098.115 0.0226 0.0241 0.0607

8.06(b) M-20 Median Kerb "L" Lm 146.885 0.0385 0.0411 0.1034

8.08(b) filter material behind retaining Cum 224.100 0.6810 0.9080 0.6810

8.08 PCC M15 grade Cum 354.270 0.3352 0.2301 0.6661 0.5441

8.08(d) RCC M30 for foundation Cum 445.998 0.2850 0.1958 0.6442 0.5261

8.08(e) RCC M30 for Substructure Cum 217.832 0.2850 0.1958 0.6442 0.5261

8.08(f) TMT For foundation & substruc. Cum 157.155

9.15(a) W-Beam Crash Barrier Lm 4,873.000 0.0275 0.0380 0.0379 9.17(a) NP2 600mm Dia Pipe Lm 299.504

9.18(a) Dia 110mm ( a set of 8 pipes )S Rm 4,085.000

9.18(b) Dia 110mm (Main Carriageway Rm 5,640.000

SR Kerb M20 Inner Kerb "A" type Lm - 0.0201 0.0215 0.0541

Total Cumulative Quantity

Upto Previous Bill Quantity

Balance Quantities

Name of Project : (Package -2) : Construction of Eight - lane Access Controlled Expresw

This BillQuantity

RoboSand

8/7/2019 Royalty District wise

24/38

MATERIAL CONSUMPTION STATEMENT

Interim Payment Certificate No:15

BOQ No. Description Unit

Factor

Sand 40mm 20mm 10mm Dust GSB

Name of Project : (Package -2) : Construction of Eight - lane Access Controlled Expresw

This BillQuantity

RoboSand

Consumed from Medak District

3.01 Granular Sub-base Cum 23,823.588 2.230

3.02 Wet mix macadam Cum 39,227.705 0.729 0.354 0.398 0.729

5.04 Filter media Cum - 0.6810 0.9080 0.6810

5.05 PCC M 15 for leveling course Cum 504.370 0.4806 0.6693 0.6693

5.06(a) PCC Grade M 20 Cum 324.994 0.4754 0.6560 0.6540

5.07(a) RCC M 25 foundations & Substr Cum 1,903.820 0.4524 0.6244 0.6225

5.08(a) RCC M 25 superstructure Cum 409.716 0.4524 0.6244 0.6225

6.04 Filter media behind abutments Cum - 0.6810 0.9080 0.6810

6.05(a) PCC M15 for foundation Cum 758.734 0.4806 0.6631 0.6611

6.05(b) RCC M30 for foundation Cum 5,421.469 0.4452 0.6145 0.6126

6.06a(i) RCC M30 Upto 5m height Cum 2,747.082 0.4452 0.6145 0.6126

6.06a(ii) RCC M30 5m - 10m height Cum 829.446 0.4452 0.6145 0.6126 6.07 a RCC M30 Super structure Cum 951.462 0.4452 0.6145 0.6126

8.05 Lined surface Toe drains Lm 855.000 0.1581 0.2182 0.2175

8.06(a) M-20 Median Kerb "A" Lm 7,346.000 0.0226 0.0245 0.0672

8.08 PCC M15 grade Cum 378.308 0.4806 0.6631 0.6611

8.08(d) RCC M30 for foundation Cum 1,178.445 0.4452 0.6145 0.6126

8.08(e) RCC M30 for Substructure Cum 603.621 0.4452 0.6145 0.6126

SR Kerb M20 Inner Kerb "A" type Lm 1,070.000 0.0201 0.0218 0.0598

Total Cumulative Quantity

Upto Previous Bill Quantity

Balance Quantities

Balance Quantity in This Month

8/7/2019 Royalty District wise

25/38

MATERIAL CONSUMPTION STATEMENT

Interim Payment Certificate No:16

BOQ No. Description Unit

Factor

Sand 40mm 20mm 10mm Dust GSB

Consumed from Ranga Reddy District

2.03 Embankment with Borrow Cum ###

2.04 Subgrade with approved materi Cum 179,359.251

2.05 Shoulder with approved materi Cum 19,190.000

2.06(a) Eambankment Reuse Cum 387,614.067

2.06(b) Subgrade Reuse Cum 40,949.043

2.06 Shoulder Reuse Cum 3,573.450

2.06(d) Median filling Reuse Cum 931.950

2.09 Filling of median / island with a Cum 14,014.423

3.01 Granular Sub-base Cum 63,282.777 2.2300

3.02 Wet mix macadam Cum 35,426.596 0.7293 0.3536 0.3978 0.7293

4.01 Prime Coat Sqm 328,037.816

4.02(a) Tack coat over granular surface Sqm 83,523.050

4.02(b) Tack coat over bitumen serface Sqm 20,440.000

4.03 BM Cum 39.875 0.4366 0.4594 0.3906 0.9880

4.04 DBM (Mytas mix) Cum 2,680.926 0.4366 0.4594 0.3906 0.9880

4.04 DBM(Ramky mix) Cum 2,703.224 0.4508 0.4272 0.4272 0.9228

4.04 DBM Cum 29,331.589 0.9708 0.4275 0.8338

5.02 Sand filling in Foundation Cum 1,852.362 1.0000

5.03 Back filling behind abutments Cum 209.752

5.04 Filter media Cum 182.933 0.6810 0.9080 0.6810

5.05 PCC M 15 for leveling course Cum 218.299 0.3352 0.2301 0.6661 0.5441

5.06(a) PCC Grade M 20 Cum 539.394 0.3315 0.2277 0.6594 0.5384

5.07(a) RCC M 25 foundations & Substr Cum 1,023.963 0.2980 0.2046 0.6448 0.5265

5.08(a) RCC M 25 superstructure Cum 400.2750.2980 0.2046 0.6448 0.5265

5.09(a) TMT for Foundation MT 124.678

5.09(b) TMT for Substructure MT 166.728

5.09(c) TMT for Superstructure MT 75.531

5.10 H.P NP-4, 1200 mm Dia Lm 395.576

6.02 Granular material Filling in Fou Cum 3,022.839 1.5950

6.03 Back filling with granular mater Cum 2,167.883

6.04 Filter media behind abutments Cum 1,256.456 0.6810 0.9080 0.6810

6.05(a) PCC M15 for foundation Cum 241.397 0.3352 0.2301 0.6661 0.5441

6.05(b) RCC M30 for foundation Cum 1,843.875 0.2850 0.1958 0.6442 0.5261

6.06a(i) RCC M30 Upto 5m height Cum 2,819.149 0.2850 0.1958 0.6442 0.5261

6.06a(ii) RCC M30 5m - 10m height Cum 637.401 0.2850 0.1958 0.6442 0.5261

6.07(a) RCC M30 Super structure Cum 3,663.285 0.2850 0.1958 0.6442 0.5261

6.07(b) RCC M35 Super structure Cum 1,631.538 0.4389 0.5450 0.6640

6.08 M15 for Approach slab Cum 68.745 0.3352 0.2301 0.6661 0.5441

6.09 M30 for Approach slab Cum 222.744 0.2850 0.1958 0.6442 0.5261

6.15(a) TMT for Foundation MT 556.704

6.15(b) TMT for Substructure MT 415.183

6.15 TMT for Superstructure MT 529.530

8.05 Lined surface Toe drains Lm 2,555.000 0.1103 0.0757 0.2191 0.1790

8.06(a) M-20 Median Kerb "A" Lm 8,113.115 0.0226 0.0241 0.0607

8.06(b) M-20 Median Kerb "L" Lm 146.885 0.0385 0.0411 0.1034

8.08(b) filter material behind retaining Cum 355.050 0.6810 0.9080 0.6810

8.08 PCC M15 grade Cum 535.516 0.3352 0.2301 0.6661 0.5441

8.08(d) RCC M30 for foundation Cum 825.403 0.2850 0.1958 0.6442 0.5261

8.08(e) RCC M30 for Substructure Cum 448.131 0.2850 0.1958 0.6442 0.5261

8.08(f) TMT For foundation & substruc. Cum 184.541

9.15(a) W-Beam Crash Barrier Lm 7,979.000 0.0275 0.0380 0.0379 9.17(a) NP2 600mm Dia Pipe Lm 299.504

9.18(a) Dia 110mm ( a set of 8 pipes )S Rm 5,159.000 9.18(b) Dia 110mm (Main Carriageway Rm 9,240.000

SR Kerb M20 Inner Kerb "A" type Lm - 0.0201 0.0215 0.0541

Total Cumulative Quantity

Name of Project : (Package -2) : Construction of Eight - lane Access Controlled Expresw

This BillQuantity

RoboSand

8/7/2019 Royalty District wise

26/38

MATERIAL CONSUMPTION STATEMENT

Interim Payment Certificate No:16

BOQ No. Description Unit

Factor

Sand 40mm 20mm 10mm Dust GSB

Name of Project : (Package -2) : Construction of Eight - lane Access Controlled Expresw

This BillQuantity

RoboSand

Consumed from Medak District

3.01 Granular Sub-base Cum 36,594.220 2.230

3.02 Wet mix macadam Cum 51,744.349 0.729 0.354 0.398 0.729

5.04 Filter media Cum - 0.6810 0.9080 0.6810

5.05 PCC M 15 for leveling course Cum 504.370 0.4806 0.6693 0.6693

5.06(a) PCC Grade M 20 Cum 324.994 0.4754 0.6560 0.6540

5.07(a) RCC M 25 foundations & Substr Cum 1,903.820 0.4524 0.6244 0.6225

5.08(a) RCC M 25 superstructure Cum 409.716 0.4524 0.6244 0.6225

6.04 Filter media behind abutments Cum - 0.6810 0.9080 0.6810

6.05(a) PCC M15 for foundation Cum 758.734 0.4806 0.6631 0.6611

6.05(b) RCC M30 for foundation Cum 5,421.469 0.4452 0.6145 0.6126

6.06a(i) RCC M30 Upto 5m height Cum 2,747.082 0.4452 0.6145 0.6126

6.06a(ii) RCC M30 5m - 10m height Cum 829.446 0.4452 0.6145 0.6126 6.07 a RCC M30 Super structure Cum 951.462 0.4452 0.6145 0.6126

6.07(b) RCC M35 Super structure Cum -

6.08 M15 for Approach slab Cum - 0.4806 0.6631 0.6611

6.09 M30 for Approach slab Cum - 0.4450 0.6145 0.6126

8.02(a) Granular filter material underne Cum -

8.05(a) Covered drain with 100 mm M2 Lm -

8.05(b) Median Transverse chutes with Lm -

8.05 Lined surface Toe drains Lm 855.000 0.1581 0.2182 0.2175

8.06(a) M-20 Median Kerb "A" Lm 7,346.000 0.0226 0.0245 0.0672

8.08 PCC M15 grade Cum 378.308 0.4806 0.6631 0.6611

8.08(d) RCC M30 for foundation Cum 1,178.445 0.4452 0.6145 0.6126

8.08(e) RCC M30 for Substructure Cum 603.621 0.4452 0.6145 0.6126

SR Kerb M20 Inner Kerb "A" type Lm 1,070.000 0.0201 0.0218 0.0598

Total Cumulative Quantity

Upto Previous Bill Quantity

Balance Quantities

Balance Quantity in This Month

8/7/2019 Royalty District wise

27/38

MATERIAL CONSUMPTION STATEMENT

Interim Payment certificate -17

BOQ No. Description Unit

Factor

Sand 40mm 20mm 10mm Dust

Consumed from Ranga Reddy District

2.03 Embankment with Borrow Cum ###

2.04 Subgrade with approved materi Cum 203,841.191

2.05 Shoulder with approved materi Cum 22,455.480

2.06(a) Eambankment Reuse Cum 387,614.067

2.06(b) Subgrade Reuse Cum 40,949.043

2.06 Shoulder Reuse Cum 3,573.450

2.06(d) Median filling Reuse Cum 931.950

2.09 Filling of median / island with a Cum 16,469.563

3.01 Granular Sub-base Cum 63,282.7772

3.02 Wet mix macadam Cum 35,426.596 0.7293 0.3536 0.3978 0.7293

4.01 Prime Coat Sqm 360,355.497

4.02(a) Tack coat over granular surface Sqm 83,523.050

4.02(b) Tack coat over bitumen serface Sqm 26,645.000

4.03 BM Cum 39.875 0.4366 0.4594 0.3906 0.9880

4.04 DBM (Mytas mix) Cum 2,680.926 0.4366 0.4594 0.3906 0.9880

4.04 DBM(Ramky mix) Cum 2,703.224 0.4508 0.4272 0.4272 0.9228

4.04 DBM Cum 33,143.661 0.9708 0.4275 0.8338

5.02 Sand filling in Foundation Cum 1,852.362 1.0000

5.03 Back filling behind abutments Cum 209.752

5.04 Filter media Cum 182.933 0.6810 0.9080 0.6810

5.05 PCC M 15 for leveling course Cum 222.477 0.3352 0.2301 0.6661 0.5441

5.06(a) PCC Grade M 20 Cum 628.516 0.3315 0.2277 0.6594 0.5384

5.07(a) RCC M 25 foundations & Substr Cum 1,108.265 0.2980 0.2046 0.6448 0.5265

5.08(a) RCC M 25 superstructure Cum 596.337 0.2980 0.2046 0.6448 0.5265 6.02 Granular material Filling in Fou Cum 3,022.839 1.5950

6.03 Back filling with granular materi Cum 2,167.883

6.04 Filter media behind abutments Cum 1,256.456 0.6810 0.9080 0.6810

6.05(a) PCC M15 for foundation Cum 241.397 0.3352 0.2301 0.6661 0.5441

6.05(b) RCC M30 for foundation Cum 1,843.875 0.2850 0.1958 0.6442 0.5261

6.06a(i) RCC M30 Upto 5m height Cum 2,878.840 0.2850 0.1958 0.6442 0.5261

6.06a(ii) RCC M30 5m - 10m height Cum 668.233 0.2850 0.1958 0.6442 0.5261

6.07(a) RCC M30 Super structure Cum 4,148.012 0.2850 0.1958 0.6442 0.5261

6.07(b) RCC M35 Super structure Cum - 0.4389 0.5450 0.6640

6.08 M15 for Approach slab Cum 68.745 0.3352 0.2301 0.6661 0.5441

6.09 M30 for Approach slab Cum 222.744 0.2850 0.1958 0.6442 0.5261

8.05(b) Median Transverse chutes with Lm -

8.05 Lined surface Toe drains Lm 3,605.000 0.1103 0.0757 0.2191 0.1790

8.06(a) M-20 Median Kerb "A" Lm 8,983.115 0.0226 0.0241 0.0607

8.06(b) M-20 Median Kerb "L" Lm 146.885 0.0385 0.0411 0.1034 8.07 Water chutes PCC M15 Lm -

8.08(b) filter material behind retaining Cum 391.500 0.6810 0.9080 0.6810

8.08 PCC M15 grade Cum 652.141 0.3352 0.2301 0.6661 0.5441

8.08(d) RCC M30 for foundation Cum 1,020.680 0.2850 0.1958 0.6442 0.5261

8.08(e) RCC M30 for Substructure Cum 739.472 0.2850 0.1958 0.6442 0.5261

8.08(f) TMT For foundation & substruc. Cum 222.396

8.09 Water harvesting unit Nr -

8.10(a) Facia panals sloped surcharge Sqm 66.209 0.4389 0.5450 0.6640

8.10(b) Facia panals Vertical surcharge Sqm 11.676 0.4389 0.5450 0.6640

8.11 granular soil behind reinforced Cum 300.720

9.13 Chain link fencing Sqm 30.780 0.4806 0.6631 0.6611

9.15(a) W-Beam Crash Barrier Lm 10,781.000 0.0275 0.0380 0.0379 9.17(a) NP2 600mm Dia Pipe Lm 327.984

9.18(a) Dia 110mm ( a set of 8 pipes )S Rm 7,946.000

9.18(b) Dia 110mm (Main Carriageway Rm 11,325.000

SR Kerb M20 Inner Kerb "A" type Lm - 0.0201 0.0215 0.0541

Total Cumulative Quantity

Name of Project : (Package -2) : Construction of Eight - lane Access Controlled

This BillQuantity

RoboSand

8/7/2019 Royalty District wise

28/38

MATERIAL CONSUMPTION STATEMENT

Interim Payment certificate -17

BOQ No. Description Unit

Factor

Sand 40mm 20mm 10mm Dust

Name of Project : (Package -2) : Construction of Eight - lane Access Controlled

This BillQuantity

RoboSand

Consumed from Medak District

3.01 Granular Sub-base Cum 45,361.195

3.02 Wet mix macadam Cum 60,492.520 0.729 0.354 0.398 0.729

5.02 Sand filling in Foundation Cum - 1.000

5.03 Back filling behind abutments Cum -

5.04 Filter media Cum - 0.6810 0.9080 0.6810

5.05 PCC M 15 for leveling course Cum 504.370 0.4806 0.6693 0.6693

5.06(a) PCC Grade M 20 Cum 324.994 0.4754 0.6560 0.6540

5.06(b) PCC Grade M 25 Cum - 0.4520 0.6244 0.6225

5.07(a) RCC M 25 foundations & Substr Cum 1,903.820 0.45240.6244 0.6225

5.08(a) RCC M 25 superstructure Cum 409.716 0.4524 0.6244 0.6225

6.02 Granular material Filling in Fou Cum - 1.5950

6.03 Back filling with granular materi Cum -

6.04 Filter media behind abutments Cum - 0.6810 0.9080 0.6810

6.05(a) PCC M15 for foundation Cum 758.734 0.4806 0.6631 0.6611

6.05(b) RCC M30 for foundation Cum 5,421.469 0.4452 0.6145 0.6126

6.06a(i) RCC M30 Upto 5m height Cum 2,747.082 0.4452 0.6145 0.6126

6.06a(ii) RCC M30 5m - 10m height Cum 829.446 0.4452 0.6145 0.6126 6.07 a RCC M30 Super structure Cum 951.462 0.4452 0.6145 0.6126

6.07(b) RCC M35 Super structure Cum 1,631.538 0.4389 0.5450 0.6640

8.05(b) Median Transverse chutes with Lm -

8.05 Lined surface Toe drains Lm 855.000 0.1581 0.2182 0.2175

8.06(a) M-20 Median Kerb "A" Lm 7,346.000 0.0226 0.0245 0.0672

8.06(b) M-20 Median Kerb "L" Lm - 0.0385 0.0417 0.1144

8.07 Water chutes PCC M15 Lm - 8.08(b) filter material behind retaining Cum - 0.6810 0.9080 0.6810

8.08 PCC M15 grade Cum 378.308 0.4806 0.6631 0.6611

8.08(d) RCC M30 for foundation Cum 1,178.445 0.4452 0.6145 0.6126

8.08(e) RCC M30 for Substructure Cum 603.621 0.4452 0.6145 0.6126

9.17(a) NP2 600mm Dia Pipe Lm -

SR Kerb M20 Inner Kerb "A" type Lm 1,070.000 0.0201 0.0218 0.0598

Total Cumulative Quantity

Upto Previous Bill Quantity

Balance Quantities

Balance Quantity in This Month

8/7/2019 Royalty District wise

29/38

MATERIAL CONSUMPTION STATEMENT

0.058

Interim Payment certificate -18

BOQ No. Description Unit

Factor

Sand 40mm 20mm 10mm Dust

Consumed from Ranga Reddy District

2.03 Embankment with Borrow Cum ###

2.04 Subgrade with approved materi Cum 223,166.873

2.05 Shoulder with approved materi Cum 22,730.700

2.06(a) Eambankment Reuse Cum 387,614.067

2.06(b) Subgrade Reuse Cum 40,949.043

2.06 Shoulder Reuse Cum 3,573.450

2.06(d) Median filling Reuse Cum 931.950

2.09 Filling of median / island with a Cum 16,469.563

3.01 Granular Sub-base Cum 63,282.7772

3.02 Wet mix macadam Cum 35,426.596 0.7293 0.3536 0.3978 0.7293

4.01 Prime Coat Sqm 368,357.047

4.02(a) Tack coat over granular surface Sqm 83,523.050

4.02(b) Tack coat over bitumen serface Sqm 179,992.650

4.03 BM Cum 39.875 0.4366 0.4594 0.3906 0.9880

4.04 DBM (Mytas mix) Cum 2,680.926 0.4366 0.4594 0.3906 0.9880

4.04 DBM(Ramky mix) Cum 2,703.224 0.4508 0.4272 0.4272 0.9228

4.04 DBM Cum 34,402.419 0.9708 0.4275 0.8338

4.06 BC Cum 7,939.178 0.8938 0.4469 0.8490

4.07 DLC Cum 192.592 0.5382 0.5723 0.6132

4.08 PQC Cum 266.284 0.4364 0.4290 0.6360

5.02 Sand filling in Foundation Cum 1,852.362 1.0000

5.03 Back filling behind abutments Cum 209.752

5.04 Filter media Cum 188.927 0.6810 0.9080 0.6810

5.05 PCC M 15 for leveling course Cum 282.425 0.3352 0.2301 0.6661 0.5441 5.06(a) PCC Grade M 20 Cum 655.462 0.3315 0.2277 0.6594 0.5384

5.07(a) RCC M 25 foundations & Substr Cum 1,132.405 0.2980 0.2046 0.6448 0.5265

5.08(a) RCC M 25 superstructure Cum 614.747 0.2980 0.2046 0.6448 0.5265

5.09(a) TMT for Foundation MT 124.678

5.09(b) TMT for Substructure MT 181.003

5.09(c) TMT for Superstructure MT 95.807

5.10 H.P NP-4, 1200 mm Dia Lm 420.576

6.02 Granular material Filling in Fou Cum 3,022.839 1.5950

6.03 Back filling with granular materi Cum 2,167.883

6.04 Filter media behind abutments Cum 1,384.220 0.6810 0.9080 0.6810

6.05(a) PCC M15 for foundation Cum 294.025 0.3352 0.2301 0.6661 0.5441

6.05(b) RCC M30 for foundation Cum 1,843.875 0.2850 0.1958 0.6442 0.5261

6.06a(i) RCC M30 Upto 5m height Cum 2,878.840 0.2850 0.1958 0.6442 0.5261

6.06a(ii) RCC M30 5m - 10m height Cum 801.703 0.2850 0.1958 0.6442 0.5261

6.07(a) RCC M30 Super structure Cum 4,148.012 0.2850 0.1958 0.6442 0.5261 6.07(b) RCC M35 Super structure Cum - 0.4389 0.5450 0.6640

6.08 M15 for Approach slab Cum 68.745 0.3352 0.2301 0.6661 0.5441

6.09 M30 for Approach slab Cum 222.744 0.2850 0.1958 0.6442 0.5261

6.10 Wearing course Sqm 1,341.360 0.0581 0.0290 0.0552

6.15(a) TMT for Foundation MT 556.704

6.15(b) TMT for Substructure MT 432.826

6.15 TMT for Superstructure MT 573.654

7.01 Footpath Sqm 2,371.738 0.0084 0.0058 0.0167 0.0136 0

8.05 Lined surface Toe drains Lm 4,484.000 0.1103 0.0757 0.2191 0.1790

8.06(a) M-20 Median Kerb "A" Lm 9,428.115 0.0226 0.0241 0.0607

8.06(b) M-20 Median Kerb "L" Lm 296.885 0.0385 0.0411 0.1034

8.07 Water chutes PCC M15 Lm 546.364 0.0469 0.0322 0.0933 0.0762

8.08(b) filter material behind retaining Cum 692.820 0.6810 0.9080 0.6810

8.08 PCC M15 grade Cum 710.704 0.3352 0.2301 0.6661 0.5441

8.08(d) RCC M30 for foundation Cum 1,291.526 0.2850 0.1958 0.6442 0.5261

8.08(e) RCC M30 for Substructure Cum 908.760 0.2850 0.1958 0.6442 0.5261

8.08(f) TMT For foundation & substruc. Cum 250.738

8.10(a) Facia panals sloped surcharge Sqm 591.987 0.0878 0.1090 0.1328

8 10(b) F i l V ti l h S 245 568 0 0878 0 1090 0 1328

Name of Project : (Package -2) : Construction of Eight - lane Access Controlled

This BillQuantity

RoboSand

8/7/2019 Royalty District wise

30/38

MATERIAL CONSUMPTION STATEMENT

0.058

Interim Payment certificate -18

BOQ No. Description Unit

Factor

Sand 40mm 20mm 10mm Dust

Name of Project : (Package -2) : Construction of Eight - lane Access Controlled

This BillQuantity

RoboSand

Consumed from Medak District

3.01 Granular Sub-base Cum 50,580.159 2

3.02 Wet mix macadam Cum 63,399.664 0.7293 0.3536 0.3978 0.7293

5.05 PCC M 15 for leveling course Cum 504.370 0.4806 0.6693 0.6693

5.06(a) PCC Grade M 20 Cum 324.994 0.4754 0.6560 0.6540

5.07(a) RCC M 25 foundations & Substr Cum 1,903.820 0.4524 0.6244 0.6225

5.08(a) RCC M 25 superstructure Cum 409.716 0.4524 0.6244 0.6225

6.05(a) PCC M15 for foundation Cum 758.734 0.4806 0.6631 0.6611

6.05(b) RCC M30 for foundation Cum 5,421.469 0.4452 0.6145 0.6126

6.06a(i) RCC M30 Upto 5m height Cum 2,747.0820.4452 0.6145 0.6126

6.06a(ii) RCC M30 5m - 10m height Cum 829.446 0.4452 0.6145 0.6126 6.07(a) RCC M30 Super structure Cum 951.462 0.4452 0.6145 0.6126

6.07(b) RCC M35 Super structure Cum 1,631.538 0.4389 0.5450 0.6640

8.05 Lined surface Toe drains Lm 855.000 0.1581 0.2182 0.2175

8.06(a) M-20 Median Kerb "A" Lm 7,346.000 0.0226 0.0245 0.0672

8.08 PCC M15 grade Cum 378.308 0.4806 0.6631 0.6611

8.08(d) RCC M30 for foundation Cum 1,178.445 0.4452 0.6145 0.6126

8.08(e) RCC M30 for Substructure Cum 603.621 0.4452 0.6145 0.6126

SR Kerb M20 Inner Kerb "A" type Lm 1,070.000 0.0201 0.0218 0.0598

Total Cumulative Quantity

Upto Previous Bill Quantity

Balance Quantities

Balance Quantity in This Month

8/7/2019 Royalty District wise

31/38

MATERIAL CONSUMPTION STATEMENT

0.058

Interim Payment certificate -19

BOQ No. Description Unit

Factor

Sand 40mm 20mm 10mm Dust

Consumed from Ranga Reddy District

2.03 Embankment with Borrow Cum ###

2.04 Subgrade with approved materi Cum 247,589.181

2.05 Shoulder with approved materi Cum 23,478.554

2.06(a) Eambankment Reuse Cum 400,316.622

2.06(b) Subgrade Reuse Cum 40,949.043

2.06 Shoulder Reuse Cum 3,573.450

2.06(d) Median filling Reuse Cum 1,245.630

2.09 Filling of median / island with a Cum 16,469.563

3.01 Granular Sub-base Cum 63,282.7772

3.02 Wet mix macadam Cum 35,426.596 0.7293 0.3536 0.3978 0.7293

4.01 Prime Coat Sqm 409,118.855

4.02(a) Tack coat over granular surface Sqm 83,523.050

4.02(b) Tack coat over bitumen serface Sqm 262,647.650

4.03 BM Cum 39.875 0.4366 0.4594 0.3906 0.9880

4.04 DBM (Mytas mix) Cum 2,680.926 0.4366 0.4594 0.3906 0.9880

4.04 DBM(Ramky mix) Cum 2,703.224 0.4508 0.4272 0.4272 0.9228

4.04 DBM Cum 39,246.205 0.9708 0.4275 0.8338

4.06 BC Cum 11,329.085 0.8938 0.4469 0.8490

4.07 DLC Cum 325.812 0.5382 0.5723 0.6132

4.08 PQC Cum 512.466 0.4364 0.4290 0.6360

5.02 Sand filling in Foundation Cum 1,852.362 1.0000

5.03 Back filling behind abutments Cum 209.752

5.04 Filter media Cum 197.612 0.6810 0.9080 0.6810

5.05 PCC M 15 for leveling course Cum 282.425 0.3352 0.2301 0.6661 0.5441 5.06(a) PCC Grade M 20 Cum 655.462 0.3315 0.2277 0.6594 0.5384

5.07(a) RCC M 25 foundations & Substr Cum 1,261.468 0.2980 0.2046 0.6448 0.5265

5.08(a) RCC M 25 superstructure Cum 667.757 0.2980 0.2046 0.6448 0.5265

5.09(a) TMT for Foundation MT 129.951

5.09(b) TMT for Substructure MT 188.519

5.09(c) TMT for Superstructure MT 100.002

5.10 H.P NP-4, 1200 mm Dia Lm 420.576

6.02 Granular material Filling in Fou Cum 3,022.839 1.5950

6.03 Back filling with granular materi Cum 2,167.883

6.04 Filter media behind abutments Cum 1,384.220 0.6810 0.9080 0.6810

6.05(a) PCC M15 for foundation Cum 319.892 0.3352 0.2301 0.6661 0.5441

6.05(b) RCC M30 for foundation Cum 2,166.867 0.2850 0.1958 0.6442 0.5261

6.06a(i) RCC M30 Upto 5m height Cum 2,878.840 0.2850 0.1958 0.6442 0.5261

6.06a(ii) RCC M30 5m - 10m height Cum 863.684 0.2850 0.1958 0.6442 0.5261

6.07(a) RCC M30 Super structure Cum 4,148.012 0.2850 0.1958 0.6442 0.5261 6.07(b) RCC M35 Super structure Cum - 0.4389 0.5450 0.6640

6.08 M15 for Approach slab Cum 96.465 0.3352 0.2301 0.6661 0.5441

6.09 M30 for Approach slab Cum 302.616 0.2850 0.1958 0.6442 0.5261

6.10 Wearing course Sqm 1,726.160 0.0581 0.0290 0.0552

6.15(a) TMT for Foundation MT 614.676

6.15(b) TMT for Substructure MT 437.215

6.15 TMT for Superstructure MT 591.832

7.01 Footpath Sqm 7,981.588 0.0084 0.0058 0.0167 0.0136 0

8.05 Lined surface Toe drains