| State: Odisha |
District: Balangir |
Block: Khaprakhol |
Gram Panchayat: Khaparakhol |
Work Code: OD/345/3290/115886/420779/00053617 (CONSTRUCTION OF BOUNDARY WALL AT BLOCK PREMISES, KHAPRAKHOL)
Project Category: Other Infrastructure
| Financial Year: 2025-26 |
Execution Level: ps |
| Executing Agency: Panchayat Samiti, Khaprakhol |
Bill Status:
Final Bill
|
| Proposal Date: 08-06-2025 |
Date of Commencement: 01-11-2025 |
| Date of Completion: 27-11-2025 |
Scheme Name: SFC Devolution of Fund |
| Scheme Component Name: 5TH SFC DEVOLUTION GRANT TO PANCHAYAT SAMITI |
Project Sub-Category: Boundary Wall |
| Project Type: New Work |
Name of Executant: SANJAYA KUMAR MEHER |
Administrative Approval Details
Approval No.: OD/345/3290/115886/420779/00053617/AS
Technical Sanction Details
Technical Sanction No.: OD/345/3290/115886/420779/00053617/TS
Fund Sanction No.: 15612
Fund Sanction Amount (in Rs.): 200000
ACTIVITY STATEMENT
| Sl.No. |
Activity taken |
Unit |
Quantity |
Unit Price (in Rs.) |
Total (in Rs.) |
| 1 |
Earth Work (AR0102aa) : Earth work in hard soil or gravelly soil foundation & plinth within 50m. Initial lead and 1.5m initial lift - Earth work in hard soil or gravelly soil foundation & plinth within 50m. Initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per the direction of the Engineer-in-charge
|
Cum |
20.3527 |
240.77592 |
4900.440066984 |
| 2 |
Earth Work (AR0115) : Filling foundation and plinth with sand well watered and rammed - Filling foundation and plinth with sand well watered and rammed including cost, conveyance, royalty, taxes of all materials, labours and T & P required for the work etc. complete and as per direction of Engineer-in charge.
|
Cum |
2.6865564 |
647.009232 |
1738.2267930887 |
| 3 |
Concrete (AR0304) : Cement concrete (1:4:8) with 4 cm. hard granite(Crusher Broken) metal - Cement concrete (1:4:8) with 4 cm. hard granite(Crusher Broken) metal including laying in layers not exceeding 300 mm in depth, ramming, compacting to proper thickness, watering and curing for proper period with cost conveyance, royalty, taxes of all materials, labour and T&P required for the work etc. complete and as per direction of Engineer-in charge.
|
Cum |
2.6865564 |
5084.45963248 |
13659.687566181 |
| 4 |
Masonry Stone Work (AR0703) : Random rubble H.G. stone of masonry. - Random rubble H.G. stone of size not less than 0.0025 cum stacked masonry in cement mortar (1:6) in foundation and plinth including watering, curing for seven days with cost conveyance, royalty,taxes of all materials, labour and T&P required for the work etc. complete and as per direction of Engineer-in charge.
|
Cum |
14.653944 |
4178.9618628684 |
61238.273116609 |
| 5 |
Concrete (AR0307) : Cement concrete (1:2:4)with 12mm size hard broken granite chips per 1cum - Cement concrete work with (1:2:4) using 12mm size hard granite(crusher broken) chips including hoisting and laying in position compacting to specified design section and curing for proper period with cost conveyance, royalty, taxes of all materials, labour and T&P required for the work etc. complete as per specificaion and direction of Engineer-in charge.
|
Cum |
1.221162 |
6916.37994132 |
8446.0203619022 |
| 6 |
Masonry Brick Work (AR0603b) : Flyash Bricks of size (25cm x 12cm x 8cm) in cement mortar (1:6) in foundation and plinth - Brickwork with Flyash Bricks of size (25cm x 12cm x 8cm) in cement mortar (1:6) in foundation and plinth having crushing strength not less than 75.00 Kg/cm2 with dimensional tolerance ±8 percent immersing the bricks in water not less than six hours with cost conveyance, royalty, taxes of all materials, labor, and T&P required for the work, etc. complete and as per direction of Engineer-in-charge.
|
Cum |
14.40847698752 |
5034.767346448 |
72543.329448813 |
| 7 |
Plastering (AR1004) : 12mm thick cement plster (1:6) over Brick work in inside - 12mm thick cement plster (1:6) over Brick work in inside including racking out joints finishing smooth with proper plumb and line curing for proper period with cost conveyance, royality, taxes of all materials, labour and T & P required for the work etc. comp.and as per direction of Engineer-in-charge.
|
Sqm |
119.19826512 |
170.9927462072 |
20382.038696003 |
| 8 |
Plastering (AR1033) : White washing two coats with stone lime in any surface - White washing two coats with stone lime in any surface including all costs of labour, coaltar and brushes required for the work etc. complete and as per direction of Engineer-in-charge.
|
Sqm |
117.522295 |
35.263491870968 |
4144.24649439 |
| 9 |
Painting (AR0918c) : Finishing wall with two coat water proofing cement paint including one coat cement wash on the outer surface of approved shade on new work (Outside) - Finishing wall with two coat water proofing cement paint including one coat cement wash on the outer surface of approved shade on new work to give an even shade including all costs of labour, Paint, Brushes, and putty required for the work, etc. complete and as per direction of Engineer-in-charge. (Outside)
|
Sqm |
117.522295 |
57.719556927247 |
6783.3347964732 |
Total Amount (in Rs.): 193835.59734044
LABOUR STATEMENT
| Sl.No. |
Activity Name |
Quantity (A) |
Unit |
Un-Skilled
|
Skilled
|
Highly-Skilled
|
| Rs. 462 |
Rs. 562 |
Rs. 612 |
| Qty/Unit (B) |
Total Qty (A*B) |
Qty/Unit (B) |
Total Qty (A*B) |
Qty/Unit (B) |
Total Qty (A*B) |
| 1 |
Earth Work (AR0102aa) : Earth work in hard soil or gravelly soil foundation & plinth within 50m. Initial lead and 1.5m initial lift - Earth work in hard soil or gravelly soil foundation & plinth within 50m. Initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per the direction of the Engineer-in-charge
|
20.3527 |
Cubic Meter |
0.516 |
10.5019932 |
- |
- |
- |
- |
| 2 |
Earth Work (AR0115) : Filling foundation and plinth with sand well watered and rammed - Filling foundation and plinth with sand well watered and rammed including cost, conveyance, royalty, taxes of all materials, labours and T & P required for the work etc. complete and as per direction of Engineer-in charge.
|
2.6865564 |
Cubic Meter |
0.1236 |
0.33205837104 |
- |
- |
- |
- |
| 3 |
Concrete (AR0304) : Cement concrete (1:4:8) with 4 cm. hard granite(Crusher Broken) metal - Cement concrete (1:4:8) with 4 cm. hard granite(Crusher Broken) metal including laying in layers not exceeding 300 mm in depth, ramming, compacting to proper thickness, watering and curing for proper period with cost conveyance, royalty, taxes of all materials, labour and T&P required for the work etc. complete and as per direction of Engineer-in charge.
|
2.6865564 |
Cubic Meter |
3.9 |
10.47756996 |
0.18 |
0.483580152 |
- |
- |
| 4 |
Masonry Stone Work (AR0703) : Random rubble H.G. stone of masonry. - Random rubble H.G. stone of size not less than 0.0025 cum stacked masonry in cement mortar (1:6) in foundation and plinth including watering, curing for seven days with cost conveyance, royalty,taxes of all materials, labour and T&P required for the work etc. complete and as per direction of Engineer-in charge.
|
14.653944 |
Cubic Meter |
3.17 |
46.45300248 |
1.41 |
20.66206104 |
0.35 |
5.1288804 |
| 5 |
Concrete (AR0307) : Cement concrete (1:2:4)with 12mm size hard broken granite chips per 1cum - Cement concrete work with (1:2:4) using 12mm size hard granite(crusher broken) chips including hoisting and laying in position compacting to specified design section and curing for proper period with cost conveyance, royalty, taxes of all materials, labour and T&P required for the work etc. complete as per specificaion and direction of Engineer-in charge.
|
1.221162 |
Cubic Meter |
4.6 |
5.6173452 |
0.68 |
0.83039016 |
- |
- |
| 6 |
Masonry Brick Work (AR0603b) : Flyash Bricks of size (25cm x 12cm x 8cm) in cement mortar (1:6) in foundation and plinth - Brickwork with Flyash Bricks of size (25cm x 12cm x 8cm) in cement mortar (1:6) in foundation and plinth having crushing strength not less than 75.00 Kg/cm2 with dimensional tolerance ±8 percent immersing the bricks in water not less than six hours with cost conveyance, royalty, taxes of all materials, labor, and T&P required for the work, etc. complete and as per direction of Engineer-in-charge.
|
14.40847698752 |
Cubic Meter |
2.96 |
42.649091883059 |
1.05 |
15.128900836896 |
0.35 |
5.042966945632 |
| 7 |
Plastering (AR1004) : 12mm thick cement plster (1:6) over Brick work in inside - 12mm thick cement plster (1:6) over Brick work in inside including racking out joints finishing smooth with proper plumb and line curing for proper period with cost conveyance, royality, taxes of all materials, labour and T & P required for the work etc. comp.and as per direction of Engineer-in-charge.
|
119.19826512 |
Square Meter |
0.12 |
14.3037918144 |
0.14 |
16.6877571168 |
- |
- |
| 8 |
Plastering (AR1033) : White washing two coats with stone lime in any surface - White washing two coats with stone lime in any surface including all costs of labour, coaltar and brushes required for the work etc. complete and as per direction of Engineer-in-charge.
|
117.522295 |
Square Meter |
0.0080645161290323 |
0.94776044354839 |
0.010752688172043 |
1.2636805913978 |
- |
- |
| 9 |
Painting (AR0918c) : Finishing wall with two coat water proofing cement paint including one coat cement wash on the outer surface of approved shade on new work (Outside) - Finishing wall with two coat water proofing cement paint including one coat cement wash on the outer surface of approved shade on new work to give an even shade including all costs of labour, Paint, Brushes, and putty required for the work, etc. complete and as per direction of Engineer-in-charge. (Outside)
|
117.522295 |
Square Meter |
0.042752688172043 |
5.0243940313978 |
0.0080645161290323 |
0.94776044354839 |
0.022 |
2.58549049 |
| Total Qty |
136.30700738345 |
56.004130340642 |
12.757337835632 |
| Rate Per Man Day |
462 |
562 |
612 |
| Total Amount |
62973.837411152 |
31474.321251441 |
7807.4907554068 |
Total Labour Amount (in Rs.): 102255.649418
MATERIAL STATEMENT
| Sl.No. |
Activity Name |
Quantity (A) |
Unit |
BRM029 |
BRM044 |
BRM340 |
BRM028 |
BRM034 |
BRM056 |
BRM005 |
BRM031 |
BRM143 |
| Qty/unit (B) |
Total Qty (A*B) |
Qty/unit (B) |
Total Qty (A*B) |
Qty/unit (B) |
Total Qty (A*B) |
Qty/unit (B) |
Total Qty (A*B) |
Qty/unit (B) |
Total Qty (A*B) |
Qty/unit (B) |
Total Qty (A*B) |
Qty/unit (B) |
Total Qty (A*B) |
Qty/unit (B) |
Total Qty (A*B) |
Qty/unit (B) |
Total Qty (A*B) |
| 1 |
Earth Work (AR0102aa) :.Earth work in hard soil or gravelly soil foundation & plinth within 50m. Initial lead and 1.5m initial lift - Earth work in hard soil or gravelly soil foundation & plinth within 50m. Initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per the direction of the Engineer-in-charge |
20.3527 |
Cum |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 2 |
Earth Work (AR0115) :.Filling foundation and plinth with sand well watered and rammed - Filling foundation and plinth with sand well watered and rammed including cost, conveyance, royalty, taxes of all materials, labours and T & P required for the work etc. complete and as per direction of Engineer-in charge. |
2.6865564 |
Cum |
1 |
2.6865564 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 3 |
Concrete (AR0304) :.Cement concrete (1:4:8) with 4 cm. hard granite(Crusher Broken) metal - Cement concrete (1:4:8) with 4 cm. hard granite(Crusher Broken) metal including laying in layers not exceeding 300 mm in depth, ramming, compacting to proper thickness, watering and curing for proper period with cost conveyance, royalty, taxes of all materials, labour and T&P required for the work etc. complete and as per direction of Engineer-in charge. |
2.6865564 |
Cum |
- |
- |
0.96 |
2.579094144 |
1.72 |
4.620877008 |
0.48 |
1.289547072 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 4 |
Masonry Stone Work (AR0703) :.Random rubble H.G. stone of masonry. - Random rubble H.G. stone of size not less than 0.0025 cum stacked masonry in cement mortar (1:6) in foundation and plinth including watering, curing for seven days with cost conveyance, royalty,taxes of all materials, labour and T&P required for the work etc. complete and as per direction of Engineer-in charge. |
14.653944 |
Cum |
- |
- |
- |
- |
0.8151 |
11.9444297544 |
0.34 |
4.98234096 |
1 |
14.653944 |
- |
- |
- |
- |
- |
- |
- |
- |
| 5 |
Concrete (AR0307) :.Cement concrete (1:2:4)with 12mm size hard broken granite chips per 1cum - Cement concrete work with (1:2:4) using 12mm size hard granite(crusher broken) chips including hoisting and laying in position compacting to specified design section and curing for proper period with cost conveyance, royalty, taxes of all materials, labour and T&P required for the work etc. complete as per specificaion and direction of Engineer-in charge. |
1.221162 |
Cum |
- |
- |
- |
- |
3.23 |
3.94435326 |
0.45 |
0.5495229 |
- |
- |
0.9 |
1.0990458 |
- |
- |
- |
- |
- |
- |
| 6 |
Masonry Brick Work (AR0603b) :.Flyash Bricks of size (25cm x 12cm x 8cm) in cement mortar (1:6) in foundation and plinth - Brickwork with Flyash Bricks of size (25cm x 12cm x 8cm) in cement mortar (1:6) in foundation and plinth having crushing strength not less than 75.00 Kg/cm2 with dimensional tolerance ±8 percent immersing the bricks in water not less than six hours with cost conveyance, royalty, taxes of all materials, labor, and T&P required for the work, etc. complete and as per direction of Engineer-in-charge. |
14.40847698752 |
Cum |
- |
- |
- |
- |
0.672 |
9.6824965356134 |
0.28 |
4.0343735565056 |
- |
- |
- |
- |
350 |
5042.966945632 |
- |
- |
- |
- |
| 7 |
Plastering (AR1004) :.12mm thick cement plster (1:6) over Brick work in inside - 12mm thick cement plster (1:6) over Brick work in inside including racking out joints finishing smooth with proper plumb and line curing for proper period with cost conveyance, royality, taxes of all materials, labour and T & P required for the work etc. comp.and as per direction of Engineer-in-charge. |
119.19826512 |
Sqm |
- |
- |
- |
- |
0.0358 |
4.267297891296 |
0.015 |
1.7879739768 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 8 |
Plastering (AR1033) :.White washing two coats with stone lime in any surface - White washing two coats with stone lime in any surface including all costs of labour, coaltar and brushes required for the work etc. complete and as per direction of Engineer-in-charge. |
117.522295 |
Sqm |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
1.149247311828 |
135.0621816086 |
- |
- |
| 9 |
Painting(AR0918c) :.Finishing wall with two coat water proofing cement paint including one coat cement wash on the outer surface of approved shade on new work (Outside) - Finishing wall with two coat water proofing cement paint including one coat cement wash on the outer surface of approved shade on new work to give an even shade including all costs of labour, Paint, Brushes, and putty required for the work, etc. complete and as per direction of Engineer-in-charge. (Outside) |
117.522295 |
Sqm |
- |
- |
- |
- |
0.010763440860215 |
1.2649442719892 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
0.25 |
29.38057375 |
| Total Qty |
2.6865564 |
2.579094144 |
35.724398721299 |
12.643758465306 |
14.653944 |
1.0990458 |
5042.966945632 |
135.0621816086 |
29.38057375 |
| Rate Per Unit |
543.25 |
1596.76 |
584.102 |
548.19 |
761.31 |
1867.93 |
6.1539 |
21.88 |
48.25622 |
| Total Amount |
1459.4717643 |
4118.1943653734 |
20866.692741908 |
6931.1819530959 |
11156.19410664 |
2052.940621194 |
31033.914286725 |
2955.1605335962 |
1417.7954306062 |
Total Material Amount (in Rs.): 81991.545803439
ROYALTY STATEMENT
| Sl.No. |
Activity Name |
Quantity (A) |
Unit |
BRM029 |
BRM044 |
BRM340 |
BRM028 |
BRM034 |
BRM056 |
BRM005 |
BRM143 |
| Qty/unit (B) |
Total Qty (A*B) |
Qty/unit (B) |
Total Qty (A*B) |
Qty/unit (B) |
Total Qty (A*B) |
Qty/unit (B) |
Total Qty (A*B) |
Qty/unit (B) |
Total Qty (A*B) |
Qty/unit (B) |
Total Qty (A*B) |
Qty/unit (B) |
Total Qty (A*B) |
Qty/unit (B) |
Total Qty (A*B) |
| 1 |
Earth Work (AR0102aa) :.Earth work in hard soil or gravelly soil foundation & plinth within 50m. Initial lead and 1.5m initial lift - Earth work in hard soil or gravelly soil foundation & plinth within 50m. Initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per the direction of the Engineer-in-charge |
20.3527 |
Cum |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 2 |
Earth Work (AR0115) :.Filling foundation and plinth with sand well watered and rammed - Filling foundation and plinth with sand well watered and rammed including cost, conveyance, royalty, taxes of all materials, labours and T & P required for the work etc. complete and as per direction of Engineer-in charge. |
2.6865564 |
Cum |
1 |
2.6865564 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 3 |
Concrete (AR0304) :.Cement concrete (1:4:8) with 4 cm. hard granite(Crusher Broken) metal - Cement concrete (1:4:8) with 4 cm. hard granite(Crusher Broken) metal including laying in layers not exceeding 300 mm in depth, ramming, compacting to proper thickness, watering and curing for proper period with cost conveyance, royalty, taxes of all materials, labour and T&P required for the work etc. complete and as per direction of Engineer-in charge. |
2.6865564 |
Cum |
- |
- |
0.96 |
2.579094144 |
1.72 |
4.620877008 |
0.48 |
1.289547072 |
- |
- |
- |
- |
- |
- |
- |
- |
| 4 |
Masonry Stone Work (AR0703) :.Random rubble H.G. stone of masonry. - Random rubble H.G. stone of size not less than 0.0025 cum stacked masonry in cement mortar (1:6) in foundation and plinth including watering, curing for seven days with cost conveyance, royalty,taxes of all materials, labour and T&P required for the work etc. complete and as per direction of Engineer-in charge. |
14.653944 |
Cum |
- |
- |
- |
- |
0.8151 |
11.9444297544 |
0.34 |
4.98234096 |
1 |
14.653944 |
- |
- |
- |
- |
- |
- |
| 5 |
Concrete (AR0307) :.Cement concrete (1:2:4)with 12mm size hard broken granite chips per 1cum - Cement concrete work with (1:2:4) using 12mm size hard granite(crusher broken) chips including hoisting and laying in position compacting to specified design section and curing for proper period with cost conveyance, royalty, taxes of all materials, labour and T&P required for the work etc. complete as per specificaion and direction of Engineer-in charge. |
1.221162 |
Cum |
- |
- |
- |
- |
3.23 |
3.94435326 |
0.45 |
0.5495229 |
- |
- |
0.9 |
1.0990458 |
- |
- |
- |
- |
| 6 |
Masonry Brick Work (AR0603b) :.Flyash Bricks of size (25cm x 12cm x 8cm) in cement mortar (1:6) in foundation and plinth - Brickwork with Flyash Bricks of size (25cm x 12cm x 8cm) in cement mortar (1:6) in foundation and plinth having crushing strength not less than 75.00 Kg/cm2 with dimensional tolerance ±8 percent immersing the bricks in water not less than six hours with cost conveyance, royalty, taxes of all materials, labor, and T&P required for the work, etc. complete and as per direction of Engineer-in-charge. |
14.40847698752 |
Cum |
- |
- |
- |
- |
0.672 |
9.6824965356134 |
0.28 |
4.0343735565056 |
- |
- |
- |
- |
350 |
5042.966945632 |
- |
- |
| 7 |
Plastering (AR1004) :.12mm thick cement plster (1:6) over Brick work in inside - 12mm thick cement plster (1:6) over Brick work in inside including racking out joints finishing smooth with proper plumb and line curing for proper period with cost conveyance, royality, taxes of all materials, labour and T & P required for the work etc. comp.and as per direction of Engineer-in-charge. |
119.19826512 |
Sqm |
- |
- |
- |
- |
0.0358 |
4.267297891296 |
0.015 |
1.7879739768 |
- |
- |
- |
- |
- |
- |
- |
- |
| 8 |
Plastering (AR1033) :.White washing two coats with stone lime in any surface - White washing two coats with stone lime in any surface including all costs of labour, coaltar and brushes required for the work etc. complete and as per direction of Engineer-in-charge. |
117.522295 |
Sqm |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 9 |
Painting(AR0918c) :.Finishing wall with two coat water proofing cement paint including one coat cement wash on the outer surface of approved shade on new work (Outside) - Finishing wall with two coat water proofing cement paint including one coat cement wash on the outer surface of approved shade on new work to give an even shade including all costs of labour, Paint, Brushes, and putty required for the work, etc. complete and as per direction of Engineer-in-charge. (Outside) |
117.522295 |
Sqm |
- |
- |
- |
- |
0.010763440860215 |
1.2649442719892 |
- |
- |
- |
- |
- |
- |
- |
- |
0.25 |
29.38057375 |
| Total Qty |
2.6865564 |
2.579094144 |
35.724398721299 |
12.643758465306 |
14.653944 |
1.0990458 |
5042.966945632 |
29.38057375 |
| Rate Per Unit |
40.25 |
149.5 |
0 |
40.25 |
149.5 |
149.5 |
0 |
0 |
| Total Amount |
108.1338951 |
385.574574528 |
0 |
508.91127822855 |
2190.764628 |
164.3073471 |
0 |
0 |
Total Royalty Amount (in Rs.): 3357.6917229566
ADDITION COMPONENT
| S/N |
Item Name |
Amount (in Rs.) |
| 1 |
Display Citizen Board @
Rs. 2045
|
Rs. 2045 |
| 2 |
Contingency @
1%
|
Rs. 1938.3559734044 |
Total Addition Component Amount (in Rs.): 3983.3559734044
DEDUCTION COMPONENT
| Sl.No. |
Item Name |
Amount (in Rs.) |
| 1 |
Contingency @
1%
|
Rs. 1978.1895331384 |
| 2 |
Royalty @
Rs. 2919.7319330057
|
Rs. 2919.7319330057 |
| 3 |
EMF @
Rs. 145.98659665028
|
Rs. 145.98659665028 |
| 4 |
DMF @
Rs. 291.97319330057
|
Rs. 291.97319330057 |
| 5 |
Empty Gunny Bag (Cement x Gunny Bag Rate : 3 x 3.945) @ 291.93
|
Rs. 291.93 |
| 6 |
Labour Cess @
1%
|
Rs. 1978.1895331384 |
Total Deduction Component Amount (in Rs.): 7606.0007892334
Total Net Amount (in Rs.): 190212.95252461
