| State: Odisha |
District: Kandhamal |
Block: Raikia |
Gram Panchayat: Beredakia |
Work Code: OD/359/3431/275320/417543/00067390 (IMP OF KALYAN MANDAP AT BEREDAKIA, BEREDAKIA GP)
Project Category: Building
| Financial Year: 2021-22 |
Execution Level: ps |
| Executing Agency: Panchayat Samiti, Raikia |
Bill Status:
Final Bill
|
| Proposal Date: 22-05-2021 |
Date of Commencement: 11-12-2025 |
| Date of Completion: 16-12-2025 |
Scheme Name: SFC Devolution of Fund |
| Scheme Component Name: 5TH SFC DEVOLUTION GRANT TO PANCHAYAT SAMITI |
Project Sub-Category: Kalyan Mandap |
| Project Type: Upgradation or Improvement |
Name of Executant: MR SUBHENDU KUMAR PRADHAN |
Administrative Approval Details
Approval No.: OD/359/3431/275320/417543/00067390/AS
Technical Sanction Details
Technical Sanction No.: OD/359/3431/275320/417543/00067390/TS
Fund Sanction No.: 1093
Fund Sanction Amount (in Rs.): 201919
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 |
0.283168 |
240.77592 |
68.18003571456 |
| 2 |
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 |
0.283168 |
7848.97621378 |
2222.5788965037 |
| 3 |
Bridge Works (AR2013) : Providing, fitting and fixing Angle Iron Expansion joints with M.S Angle of size 75mm x 75mm x 6mm and 6mm thick M.S plate - Providing, fitting and fixing Angle Iron Expansion joints with M.S Angle of size 75mm x 75mm x 6mm and 6mm thick M.S plate and 12mm dia HYSD bars and complete as per direction of Engineer-in charge.
|
Rmt |
91.4370108 |
1857.7855464111 |
169870.35707128 |
| 4 |
Roofing (AR1132) : Supplying, feeting & fixing of G.C.I. Sheet (0.30mm thick) in roof drilling hole in wind ties - Supplying, fitting & fixing of G.C.I. Sheet (0.30mm thick) in roof drilling hole in wind ties including fixing of ridges valleys wind ties etc. including cost of fitting, Labour and material etc. complete as per direction of Engineer-in-Charge
|
Sqm |
49.424396 |
521.37106791032 |
25768.450123343 |
Total Amount (in Rs.): 197929.56612684
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
|
0.283168 |
Cubic Meter |
0.516 |
0.146114688 |
- |
- |
- |
- |
| 2 |
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.
|
0.283168 |
Cubic Meter |
4.6 |
1.3025728 |
0.68 |
0.19255424 |
- |
- |
| 4 |
Roofing (AR1132) : Supplying, feeting & fixing of G.C.I. Sheet (0.30mm thick) in roof drilling hole in wind ties - Supplying, fitting & fixing of G.C.I. Sheet (0.30mm thick) in roof drilling hole in wind ties including fixing of ridges valleys wind ties etc. including cost of fitting, Labour and material etc. complete as per direction of Engineer-in-Charge
|
49.424396 |
Square Meter |
0.21505376344086 |
10.628902365591 |
- |
- |
0.16129032258065 |
7.9716767741935 |
| Total Qty |
12.077589853591 |
0.19255424 |
7.9716767741935 |
| Rate Per Man Day |
462 |
562 |
612 |
| Total Amount |
5579.8465123592 |
108.21548288 |
4878.6661858065 |
Total Labour Amount (in Rs.): 10566.728181046
MATERIAL STATEMENT
| Sl.No. |
Activity Name |
Quantity (A) |
Unit |
BRM340 |
BRM028 |
BRM056 |
BRMMR0046 |
BRMMR0044 |
BRMMR0043 |
BRMMR0042 |
BRM341 |
BRMMR0041 |
BRMMR0040 |
BRM149 |
| 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 |
0.283168 |
Cum |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 2 |
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. |
0.283168 |
Cum |
3.23 |
0.91463264 |
0.45 |
0.1274256 |
0.9 |
0.2548512 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 3 |
Bridge Works(AR2013) :.Providing, fitting and fixing Angle Iron Expansion joints with M.S Angle of size 75mm x 75mm x 6mm and 6mm thick M.S plate - Providing, fitting and fixing Angle Iron Expansion joints with M.S Angle of size 75mm x 75mm x 6mm and 6mm thick M.S plate and 12mm dia HYSD bars and complete as per direction of Engineer-in charge. |
91.4370108 |
Rmt |
- |
- |
- |
- |
- |
- |
32.964 |
3014.1296240112 |
1 |
91.4370108 |
4 |
365.7480432 |
0.5 |
45.7185054 |
0.08099 |
7.405483504692 |
7.065 |
646.002481302 |
17.8 |
1627.57879224 |
- |
- |
| 4 |
Roofing (AR1132) :.Supplying, feeting & fixing of G.C.I. Sheet (0.30mm thick) in roof drilling hole in wind ties - Supplying, fitting & fixing of G.C.I. Sheet (0.30mm thick) in roof drilling hole in wind ties including fixing of ridges valleys wind ties etc. including cost of fitting, Labour and material etc. complete as per direction of Engineer-in-Charge |
49.424396 |
Sqm |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
1 |
49.424396 |
| Total Qty |
0.91463264 |
0.1274256 |
0.2548512 |
3014.1296240112 |
91.4370108 |
365.7480432 |
45.7185054 |
7.405483504692 |
646.002481302 |
1627.57879224 |
49.424396 |
| Rate Per Unit |
602.907 |
1214.79 |
2534.53 |
2.7 |
100 |
15 |
300 |
7103.687 |
30.64 |
30.64 |
318.144462 |
| Total Amount |
551.43842108448 |
154.795344624 |
645.928011936 |
8138.1499848302 |
9143.70108 |
5486.220648 |
13715.55162 |
52606.236900995 |
19793.516027093 |
49869.014194234 |
15724.097875095 |
Total Material Amount (in Rs.): 175828.65010789
ROYALTY STATEMENT
| Sl.No. |
Activity Name |
Quantity (A) |
Unit |
BRM340 |
BRM028 |
BRM056 |
BRM341 |
BRM149 |
| 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 |
0.283168 |
Cum |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 2 |
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. |
0.283168 |
Cum |
3.23 |
0.91463264 |
0.45 |
0.1274256 |
0.9 |
0.2548512 |
- |
- |
- |
- |
| 3 |
Bridge Works(AR2013) :.Providing, fitting and fixing Angle Iron Expansion joints with M.S Angle of size 75mm x 75mm x 6mm and 6mm thick M.S plate - Providing, fitting and fixing Angle Iron Expansion joints with M.S Angle of size 75mm x 75mm x 6mm and 6mm thick M.S plate and 12mm dia HYSD bars and complete as per direction of Engineer-in charge. |
91.4370108 |
Rmt |
- |
- |
- |
- |
- |
- |
0.08099 |
7.405483504692 |
- |
- |
| 4 |
Roofing (AR1132) :.Supplying, feeting & fixing of G.C.I. Sheet (0.30mm thick) in roof drilling hole in wind ties - Supplying, fitting & fixing of G.C.I. Sheet (0.30mm thick) in roof drilling hole in wind ties including fixing of ridges valleys wind ties etc. including cost of fitting, Labour and material etc. complete as per direction of Engineer-in-Charge |
49.424396 |
Sqm |
- |
- |
- |
- |
- |
- |
- |
- |
1 |
49.424396 |
| Total Qty |
0.91463264 |
0.1274256 |
0.2548512 |
7.405483504692 |
49.424396 |
| Rate Per Unit |
0 |
40.25 |
149.5 |
0 |
0 |
| Total Amount |
0 |
5.1288804 |
38.1002544 |
0 |
0 |
Total Royalty Amount (in Rs.): 43.2291348
ADDITION COMPONENT
| S/N |
Item Name |
Amount (in Rs.) |
| 1 |
Provision for PH Work @
Rs. 1000
|
Rs. 1000 |
| 2 |
Display Citizen Board @
Rs. 970.43
|
Rs. 970.43 |
| 3 |
Contingency @
Rs. 2019
|
Rs. 2019 |
Total Addition Component Amount (in Rs.): 3989.43
DEDUCTION COMPONENT
| Sl.No. |
Item Name |
Amount (in Rs.) |
| 1 |
Contingency @
Rs. 2019
|
Rs. 2019 |
| 2 |
Royalty @
Rs. 37.590552
|
Rs. 37.590552 |
| 3 |
EMF @
Rs. 1.8795276
|
Rs. 1.8795276 |
| 4 |
DMF @
Rs. 3.7590552
|
Rs. 3.7590552 |
| 5 |
Empty Gunny Bag (Cement x Gunny Bag Rate : 0 x 3.945) @ 7.89
|
Rs. 7.89 |
| 6 |
Labour Cess @
Rs. 2019
|
Rs. 2019 |
| 7 |
Any Other Lumpsum Bill @
Rs. 4038
|
Rs. 4038 |
Total Deduction Component Amount (in Rs.): 8127.1191348
Total Net Amount (in Rs.): 193791.87699204
