| State: Odisha |
District: Sambalpur |
Block: Maneswar |
Gram Panchayat: Parmanpur |
Work Code: OD/371/3563/121378/381730/00047988 (IMP OF ROAD AND CULVERT AT KURLABAHAL TO BHIKAMPUR)
Project Category: Road
| Financial Year: 2024-25 |
Execution Level: ps |
| Executing Agency: Panchayat Samiti, Maneswar |
Bill Status:
Final Bill
|
| Proposal Date: - |
Date of Commencement: 08-08-2025 |
| Date of Completion: 08-08-2025 |
Scheme Name: 5th SFC Grant in Aid |
| Scheme Component Name: MAINTENANCE OF ROADS AND BRIDGES |
Project Sub-Category: CC Road |
| Project Type: Upgradation or Improvement |
Name of Executant: Ranjit Maharana |
Administrative Approval Details
Approval No.: OD/371/3563/121378/381730/00047988/AS
Technical Sanction Details
Technical Sanction No.: OD/371/3563/121378/381730/00047988/TS
Fund Sanction No.: 29781
Fund Sanction Amount (in Rs.): 714700
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 |
62.037 |
240.77592 |
14937.01574904 |
| 2 |
Concrete (AR0303) : Cement concrete (1:3:6) with 4 cm. Crusher Broken hard granite metal - Cement concrete (1:3:6) 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 |
74.5545 |
5700.6234463 |
425007.13072717 |
| 3 |
R.C.C. Work (AR0410c) : R.C.C. foundation , plinth band and footings bases of columns mass concrete precast slabs etc - Rigid and smooth centring and shuttering for R.C.C. works including false works and dismantling them after casting including cost of materials complete in ground floor R.C.C. foundation, plinth band and footings bases of columns mass concrete precast slabs, etc
|
Sqm |
137.82 |
216.86588853924 |
29888.456758478 |
| 4 |
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 |
2.85225 |
7279.1716161 |
20762.017242021 |
| 5 |
Earth Work (AR0122Aia) : Earthwork in all kinds of soil in foundation and plinth within 50m, initial lead and 1.5m, initial lift - Earthwork in all kinds of soil in foundation and plinth within 50m, initial lead and 1.5m, initial lift including rought dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per direction of the Engineer-in-charge
|
Cum |
162.9 |
265.152522096 |
43193.345849438 |
| 6 |
R.C.C. Work (AR0404Ag) : Reinforced cement concrete work of M-20 grade with 20mm & down grade size black hard crusher broken granite chips - Reinforced cement concrete work of M-20 grade with 20mm & down grade size black hard crusher broken granite 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. (including centring and shuttering) complete and as per direction of Engineer-in charge (RCC Roof slab, landing, balcony, sun shade)
|
Cum |
7.29 |
12670.967565139 |
92371.353549863 |
| 7 |
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 |
8.2125 |
549.907832 |
4516.1180703 |
| 8 |
R.C.C. Work (AR0409) : Supplying, fitting, and placing uncoated HYSD bar reinforcement including labor charges for cutting, bending, binding, and tying the grills and placing in position - Supplying, fitting, and placing uncoated HYSD bar reinforcement including labor charges for cutting, bending, binding, and tying the grills and placing in position including cost of binding wire 18 to 20 gauge with cost of steel rod and as per drawing, design, and direction of Engineer-in-charge.
|
Qntl |
6.93 |
9087.8211371 |
62978.600480103 |
Total Amount (in Rs.): 693654.03842642
LABOUR STATEMENT
| Sl.No. |
Activity Name |
Quantity (A) |
Unit |
Un-Skilled
|
Skilled
|
Semi-Skilled
|
Highly-Skilled
|
| Rs. 462 |
Rs. 562 |
Rs. 512 |
Rs. 612 |
| 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
|
62.037 |
Cubic Meter |
0.516 |
32.011092 |
- |
- |
- |
- |
- |
- |
| 2 |
Concrete (AR0303) : Cement concrete (1:3:6) with 4 cm. Crusher Broken hard granite metal - Cement concrete (1:3:6) 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.
|
74.5545 |
Cubic Meter |
3.9 |
290.76255 |
- |
- |
0.18 |
13.41981 |
- |
- |
| 3 |
R.C.C. Work (AR0410c) : R.C.C. foundation , plinth band and footings bases of columns mass concrete precast slabs etc - Rigid and smooth centring and shuttering for R.C.C. works including false works and dismantling them after casting including cost of materials complete in ground floor R.C.C. foundation, plinth band and footings bases of columns mass concrete precast slabs, etc
|
137.82 |
Square Meter |
- |
- |
0.05 |
6.891 |
0.05 |
6.891 |
- |
- |
| 4 |
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.
|
2.85225 |
Cubic Meter |
4.6 |
13.12035 |
- |
- |
0.68 |
1.93953 |
- |
- |
| 5 |
Earth Work (AR0122Aia) : Earthwork in all kinds of soil in foundation and plinth within 50m, initial lead and 1.5m, initial lift - Earthwork in all kinds of soil in foundation and plinth within 50m, initial lead and 1.5m, initial lift including rought dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per direction of the Engineer-in-charge
|
162.9 |
Cubic Meter |
0.5682408 |
92.56642632 |
- |
- |
- |
- |
- |
- |
| 6 |
R.C.C. Work (AR0404Ag) : Reinforced cement concrete work of M-20 grade with 20mm & down grade size black hard crusher broken granite chips - Reinforced cement concrete work of M-20 grade with 20mm & down grade size black hard crusher broken granite 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. (including centring and shuttering) complete and as per direction of Engineer-in charge (RCC Roof slab, landing, balcony, sun shade)
|
7.29 |
Cubic Meter |
1.3333 |
9.719757 |
3.11255 |
22.6904895 |
3.15525 |
23.0017725 |
- |
- |
| 7 |
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.
|
8.2125 |
Cubic Meter |
0.1236 |
1.015065 |
- |
- |
- |
- |
- |
- |
| 8 |
R.C.C. Work (AR0409) : Supplying, fitting, and placing uncoated HYSD bar reinforcement including labor charges for cutting, bending, binding, and tying the grills and placing in position - Supplying, fitting, and placing uncoated HYSD bar reinforcement including labor charges for cutting, bending, binding, and tying the grills and placing in position including cost of binding wire 18 to 20 gauge with cost of steel rod and as per drawing, design, and direction of Engineer-in-charge.
|
6.93 |
Quintal |
0.8 |
5.544 |
0.044 |
0.30492 |
- |
- |
0.3 |
2.079 |
| Total Qty |
444.73924032 |
45.2521125 |
29.8864095 |
2.079 |
| Rate Per Man Day |
462 |
562 |
512 |
612 |
| Total Amount |
205469.52902784 |
25431.687225 |
15301.841664 |
1272.348 |
Total Labour Amount (in Rs.): 247475.40591684
MATERIAL STATEMENT
| Sl.No. |
Activity Name |
Quantity (A) |
Unit |
BRM340 |
BRM028 |
BRM044 |
BRM104 |
BRM092 |
BRM056 |
BRM060 |
BRM052 |
BRM084 |
BRM029 |
BRM162 |
BRM341 |
| 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) |
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 |
62.037 |
Cum |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 2 |
Concrete (AR0303) :.Cement concrete (1:3:6) with 4 cm. Crusher Broken hard granite metal - Cement concrete (1:3:6) 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. |
74.5545 |
Cum |
2.29 |
170.729805 |
0.48 |
35.78616 |
0.96 |
71.57232 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 3 |
R.C.C. Work (AR0410c) :.R.C.C. foundation , plinth band and footings bases of columns mass concrete precast slabs etc - Rigid and smooth centring and shuttering for R.C.C. works including false works and dismantling them after casting including cost of materials complete in ground floor R.C.C. foundation, plinth band and footings bases of columns mass concrete precast slabs, etc |
137.82 |
Sqm |
- |
- |
- |
- |
- |
- |
0.00267 |
0.3679794 |
0.126 |
17.36532 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 4 |
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. |
2.85225 |
Cum |
3.23 |
9.2127675 |
0.45 |
1.2835125 |
- |
- |
- |
- |
- |
- |
0.9 |
2.567025 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 5 |
Earth Work (AR0122Aia) :.Earthwork in all kinds of soil in foundation and plinth within 50m, initial lead and 1.5m, initial lift - Earthwork in all kinds of soil in foundation and plinth within 50m, initial lead and 1.5m, initial lift including rought dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per direction of the Engineer-in-charge |
162.9 |
Cum |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 6 |
R.C.C. Work (AR0404Ag) :.Reinforced cement concrete work of M-20 grade with 20mm & down grade size black hard crusher broken granite chips - Reinforced cement concrete work of M-20 grade with 20mm & down grade size black hard crusher broken granite 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. (including centring and shuttering) complete and as per direction of Engineer-in charge (RCC Roof slab, landing, balcony, sun shade) |
7.29 |
Cum |
3.4733 |
25.320357 |
0.45 |
3.2805 |
- |
- |
0.0502172 |
0.366083388 |
- |
- |
- |
- |
0.36 |
2.6244 |
0.54 |
3.9366 |
6.2216 |
45.355464 |
- |
- |
- |
- |
- |
- |
| 7 |
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. |
8.2125 |
Cum |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
1 |
8.2125 |
- |
- |
- |
- |
| 8 |
R.C.C. Work (AR0409) :.Supplying, fitting, and placing uncoated HYSD bar reinforcement including labor charges for cutting, bending, binding, and tying the grills and placing in position - Supplying, fitting, and placing uncoated HYSD bar reinforcement including labor charges for cutting, bending, binding, and tying the grills and placing in position including cost of binding wire 18 to 20 gauge with cost of steel rod and as per drawing, design, and direction of Engineer-in-charge. |
6.93 |
Qntl |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
0.8 |
5.544 |
1.05 |
7.2765 |
| Total Qty |
205.2629295 |
40.3501725 |
71.57232 |
0.734062788 |
17.36532 |
2.567025 |
2.6244 |
3.9366 |
45.355464 |
8.2125 |
5.544 |
7.2765 |
| Rate Per Unit |
586.567 |
1030.79 |
1356.21 |
58763.326 |
419.346 |
1802.83 |
1824.88 |
1788.5 |
440.406 |
411.11 |
90 |
6746.807 |
| Total Amount |
120400.46076803 |
41592.554311275 |
97067.0961072 |
43135.970915713 |
7282.07748072 |
4627.90968075 |
4789.215072 |
7040.6091 |
19974.818478384 |
3376.240875 |
498.96 |
49093.1411355 |
Total Material Amount (in Rs.): 398879.05392457
ROYALTY STATEMENT
| Sl.No. |
Activity Name |
Quantity (A) |
Unit |
BRM340 |
BRM028 |
BRM044 |
BRM104 |
BRM092 |
BRM056 |
BRM060 |
BRM052 |
BRM084 |
BRM029 |
BRM341 |
| 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) |
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 |
62.037 |
Cum |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 2 |
Concrete (AR0303) :.Cement concrete (1:3:6) with 4 cm. Crusher Broken hard granite metal - Cement concrete (1:3:6) 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. |
74.5545 |
Cum |
2.29 |
170.729805 |
0.48 |
35.78616 |
0.96 |
71.57232 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 3 |
R.C.C. Work (AR0410c) :.R.C.C. foundation , plinth band and footings bases of columns mass concrete precast slabs etc - Rigid and smooth centring and shuttering for R.C.C. works including false works and dismantling them after casting including cost of materials complete in ground floor R.C.C. foundation, plinth band and footings bases of columns mass concrete precast slabs, etc |
137.82 |
Sqm |
- |
- |
- |
- |
- |
- |
0.00267 |
0.3679794 |
0.000614 |
0.08462148 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 4 |
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. |
2.85225 |
Cum |
3.23 |
9.2127675 |
0.45 |
1.2835125 |
- |
- |
- |
- |
- |
- |
0.9 |
2.567025 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 5 |
Earth Work (AR0122Aia) :.Earthwork in all kinds of soil in foundation and plinth within 50m, initial lead and 1.5m, initial lift - Earthwork in all kinds of soil in foundation and plinth within 50m, initial lead and 1.5m, initial lift including rought dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per direction of the Engineer-in-charge |
162.9 |
Cum |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 6 |
R.C.C. Work (AR0404Ag) :.Reinforced cement concrete work of M-20 grade with 20mm & down grade size black hard crusher broken granite chips - Reinforced cement concrete work of M-20 grade with 20mm & down grade size black hard crusher broken granite 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. (including centring and shuttering) complete and as per direction of Engineer-in charge (RCC Roof slab, landing, balcony, sun shade) |
7.29 |
Cum |
3.4733 |
25.320357 |
0.45 |
3.2805 |
- |
- |
0.0502172 |
0.366083388 |
- |
- |
- |
- |
0.36 |
2.6244 |
0.54 |
3.9366 |
0.076659 |
0.55884411 |
- |
- |
- |
- |
| 7 |
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. |
8.2125 |
Cum |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
1 |
8.2125 |
- |
- |
| 8 |
R.C.C. Work (AR0409) :.Supplying, fitting, and placing uncoated HYSD bar reinforcement including labor charges for cutting, bending, binding, and tying the grills and placing in position - Supplying, fitting, and placing uncoated HYSD bar reinforcement including labor charges for cutting, bending, binding, and tying the grills and placing in position including cost of binding wire 18 to 20 gauge with cost of steel rod and as per drawing, design, and direction of Engineer-in-charge. |
6.93 |
Qntl |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
1.05 |
7.2765 |
| Total Qty |
205.2629295 |
40.3501725 |
71.57232 |
0.734062788 |
0.08462148 |
2.567025 |
2.6244 |
3.9366 |
0.55884411 |
8.2125 |
7.2765 |
| Rate Per Unit |
0 |
76.25 |
228.83 |
0 |
0 |
219.83 |
228.83 |
228.83 |
0 |
76.25 |
0 |
| Total Amount |
0 |
3076.700653125 |
16377.8939856 |
0 |
0 |
564.30910575 |
600.541452 |
900.812178 |
0 |
626.203125 |
0 |
Total Royalty Amount (in Rs.): 22146.460499475
ADDITION COMPONENT
| S/N |
Item Name |
Amount (in Rs.) |
| 1 |
Display Citizen Board @
Rs. 3000
|
Rs. 3000 |
| 2 |
Any Other Lumpsum @
Rs. 10898
|
Rs. 10898 |
| 3 |
Contingency @
Rs. 7147
|
Rs. 7147 |
Total Addition Component Amount (in Rs.): 21045
DEDUCTION COMPONENT
| Sl.No. |
Item Name |
Amount (in Rs.) |
| 1 |
Contingency @
1%
|
Rs. 7146.9903842642 |
| 2 |
Royalty @
Rs. 12190.7383875
|
Rs. 12190.7383875 |
| 3 |
Additional Royalty @
Rs. 8127.11135385
|
Rs. 8127.11135385 |
| 4 |
EMF @
Rs. 609.536919375
|
Rs. 609.536919375 |
| 5 |
DMF @
Rs. 1219.07383875
|
Rs. 1219.07383875 |
| 6 |
Empty Gunny Bag (Cement x Gunny Bag Rate : 0 x 3.945) @ 1625.34
|
Rs. 1625.34 |
| 7 |
Labour Cess @
1%
|
Rs. 7146.9903842642 |
| 8 |
Any Other Lumpsum Bill @
Rs. 14200
|
Rs. 14200 |
Total Deduction Component Amount (in Rs.): 52265.781268003
Total Net Amount (in Rs.): 662433.25715841
