| State: Odisha |
District: Balasore |
Block: Simulia |
Gram Panchayat: Muruna |
Work Code: OD/346/3308/116308/394126/00066338 (Maintanance of Road from Bangurupada Sashan to Ada R.D. road)
Project Category: Road
| Financial Year: 2023-24 |
Execution Level: ps |
| Executing Agency: Panchayat Samiti, Simulia |
Bill Status:
1st Bill
|
| Proposal Date: - |
Date of Commencement: 29-11-2025 |
| Date of Completion: - |
Scheme Name: 5th SFC Grant in Aid |
| Scheme Component Name: MAINTENANCE OF ROADS AND BRIDGES |
Project Sub-Category: CC Road |
| Project Type: New Work |
Name of Executant: AJAYA MAJHI |
Administrative Approval Details
Approval No.: OD/346/3308/116308/394126/00066338/AS
Technical Sanction Details
Technical Sanction No.: OD/346/3308/116308/394126/00066338/TS
Fund Sanction No.: 12488/PRDW
Fund Sanction Amount (in Rs.): 250000
ACTIVITY STATEMENT
| Sl.No. |
Activity taken |
Unit |
Quantity |
Unit Price (in Rs.) |
Total (in Rs.) |
| 1 |
Earth Work (AR0110) : Fine dressing of earth work in ordinary or hard soil in road formation - Fine dressing of earth work in ordinary or hard soil in road formaton according to the direction of the department including cutting or filling earth upto 0.15m depth of surface.
|
Sqm |
112.39219134 |
4.6662 |
524.44444323071 |
| 2 |
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 |
8.900394992 |
240.77592 |
2143.0007925622 |
| 3 |
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 |
10.69622945792 |
1493.995232 |
15980.11581051 |
| 4 |
Concrete (AR0303a) : Cement concrete (1:3:6) with 4 cm. hard granite(Hand Broken) metal - Cement concrete (1:3:6) with 4 cm. hard granite(Hand 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 |
18.34203163584 |
6082.7598147 |
111570.17295444 |
| 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 |
13.29399003648 |
7707.5434009 |
102464.0051773 |
| 6 |
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 |
52.16875062 |
216.23489289764 |
11280.704202919 |
Total Amount (in Rs.): 243962.44338097
LABOUR STATEMENT
| Sl.No. |
Activity Name |
Quantity (A) |
Unit |
Un-Skilled
|
Skilled
|
Semi-Skilled
|
| Rs. 462 |
Rs. 562 |
Rs. 512 |
| Qty/Unit (B) |
Total Qty (A*B) |
Qty/Unit (B) |
Total Qty (A*B) |
Qty/Unit (B) |
Total Qty (A*B) |
| 1 |
Earth Work (AR0110) : Fine dressing of earth work in ordinary or hard soil in road formation - Fine dressing of earth work in ordinary or hard soil in road formaton according to the direction of the department including cutting or filling earth upto 0.15m depth of surface.
|
112.39219134 |
Square Meter |
0.01 |
1.1239219134 |
- |
- |
- |
- |
| 2 |
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
|
8.900394992 |
Cubic Meter |
0.516 |
4.592603815872 |
- |
- |
- |
- |
| 3 |
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.
|
10.69622945792 |
Cubic Meter |
0.1236 |
1.3220539609989 |
- |
- |
- |
- |
| 4 |
Concrete (AR0303a) : Cement concrete (1:3:6) with 4 cm. hard granite(Hand Broken) metal - Cement concrete (1:3:6) with 4 cm. hard granite(Hand 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.
|
18.34203163584 |
Cubic Meter |
3.9 |
71.533923379776 |
- |
- |
0.18 |
3.3015656944512 |
| 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.
|
13.29399003648 |
Cubic Meter |
4.6 |
61.152354167808 |
- |
- |
0.68 |
9.0399132248064 |
| 6 |
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
|
52.16875062 |
Square Meter |
- |
- |
0.05 |
2.608437531 |
0.05 |
2.608437531 |
| Total Qty |
139.72485723785 |
14.949916450258 |
2.608437531 |
| Rate Per Man Day |
462 |
562 |
512 |
| Total Amount |
64552.884043889 |
8401.8530450448 |
1335.520015872 |
Total Labour Amount (in Rs.): 74290.257104806
MATERIAL STATEMENT
| Sl.No. |
Activity Name |
Quantity (A) |
Unit |
BRM029 |
BRM340 |
BRM028 |
BRM045 |
BRM056 |
BRM104 |
BRM092 |
| 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 (AR0110) :.Fine dressing of earth work in ordinary or hard soil in road formation - Fine dressing of earth work in ordinary or hard soil in road formaton according to the direction of the department including cutting or filling earth upto 0.15m depth of surface. |
112.39219134 |
Sqm |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 2 |
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 |
8.900394992 |
Cum |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 3 |
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. |
10.69622945792 |
Cum |
1 |
10.69622945792 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 4 |
Concrete (AR0303a) :.Cement concrete (1:3:6) with 4 cm. hard granite(Hand Broken) metal - Cement concrete (1:3:6) with 4 cm. hard granite(Hand 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. |
18.34203163584 |
Cum |
- |
- |
2.29 |
42.003252446074 |
0.48 |
8.8041751852032 |
0.96 |
17.608350370406 |
- |
- |
- |
- |
- |
- |
| 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. |
13.29399003648 |
Cum |
- |
- |
3.23 |
42.93958781783 |
0.45 |
5.982295516416 |
- |
- |
0.9 |
11.964591032832 |
- |
- |
- |
- |
| 6 |
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 |
52.16875062 |
Sqm |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
0.00267 |
0.1392905641554 |
0.126 |
6.57326257812 |
| Total Qty |
10.69622945792 |
84.942840263904 |
14.786470701619 |
17.608350370406 |
11.964591032832 |
0.1392905641554 |
6.57326257812 |
| Rate Per Unit |
979.85 |
561.987 |
984.79 |
1453.97 |
2063.23 |
58573.086 |
229.106 |
| Total Amount |
10480.700434343 |
47736.771971391 |
14561.568482248 |
25602.01318806 |
24685.70315667 |
8158.6781932628 |
1505.9738962228 |
Total Material Amount (in Rs.): 132731.4093222
ROYALTY STATEMENT
| Sl.No. |
Activity Name |
Quantity (A) |
Unit |
BRM029 |
BRM340 |
BRM028 |
BRM045 |
BRM056 |
BRM104 |
BRM092 |
| 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 (AR0110) :.Fine dressing of earth work in ordinary or hard soil in road formation - Fine dressing of earth work in ordinary or hard soil in road formaton according to the direction of the department including cutting or filling earth upto 0.15m depth of surface. |
112.39219134 |
Sqm |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 2 |
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 |
8.900394992 |
Cum |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 3 |
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. |
10.69622945792 |
Cum |
1 |
10.69622945792 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 4 |
Concrete (AR0303a) :.Cement concrete (1:3:6) with 4 cm. hard granite(Hand Broken) metal - Cement concrete (1:3:6) with 4 cm. hard granite(Hand 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. |
18.34203163584 |
Cum |
- |
- |
2.29 |
42.003252446074 |
0.48 |
8.8041751852032 |
0.96 |
17.608350370406 |
- |
- |
- |
- |
- |
- |
| 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. |
13.29399003648 |
Cum |
- |
- |
3.23 |
42.93958781783 |
0.45 |
5.982295516416 |
- |
- |
0.9 |
11.964591032832 |
- |
- |
- |
- |
| 6 |
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 |
52.16875062 |
Sqm |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
0.00267 |
0.1392905641554 |
0.000614 |
0.03203161288068 |
| Total Qty |
10.69622945792 |
84.942840263904 |
14.786470701619 |
17.608350370406 |
11.964591032832 |
0.1392905641554 |
0.03203161288068 |
| Rate Per Unit |
442.25 |
0 |
442.25 |
552.5 |
552.5 |
0 |
0 |
| Total Amount |
4730.4074777651 |
0 |
6539.3166677911 |
9728.6135796495 |
6610.4365456397 |
0 |
0 |
Total Royalty Amount (in Rs.): 27608.774270845
ADDITION COMPONENT
| S/N |
Item Name |
Amount (in Rs.) |
| 1 |
Display Citizen Board @
Rs. 1500
|
Rs. 1500 |
| 2 |
Any Other Lumpsum @
Rs. 1939
|
Rs. 1939 |
| 3 |
Contingency @
Rs. 2500
|
Rs. 2500 |
Total Addition Component Amount (in Rs.): 5939
DEDUCTION COMPONENT
| Sl.No. |
Item Name |
Amount (in Rs.) |
| 1 |
Contingency @
Rs. 2500
|
Rs. 2500 |
| 2 |
Royalty @
Rs. 4736.3768880049
|
Rs. 4736.3768880049 |
| 3 |
Additional Royalty @
Rs. 22161.94084964
|
Rs. 22161.94084964 |
| 4 |
EMF @
Rs. 236.81884440024
|
Rs. 236.81884440024 |
| 5 |
DMF @
Rs. 473.63768880049
|
Rs. 473.63768880049 |
| 6 |
Empty Gunny Bag (Cement x Gunny Bag Rate : 0 x 3.945) @ 674.595
|
Rs. 674.595 |
| 7 |
Labour Cess @
Rs. 2500
|
Rs. 2500 |
| 8 |
Any Other Lumpsum Bill @
Rs. 6
|
Rs. 6 |
Total Deduction Component Amount (in Rs.): 33289.369270846
Total Net Amount (in Rs.): 216612.07411012
