| State: Odisha |
District: Nabarangpur |
Block: Kosagumuda |
Gram Panchayat: Kodinga |
Work Code: OD/366/3516/120472/427803/00045494 (CONSTRUCTION OF BOUNDARY WALL AT SHIVA TEMPLE KODING OF KODINGA GP.)
Project Category: Other Infrastructure
| Financial Year: 2025-26 |
Execution Level: ps |
| Executing Agency: Panchayat Samiti, Kosagumuda |
Proposal Date: 31-07-2025 |
| Date of Commencement: - |
Date of Completion: - |
| 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: |
|
Administrative Approval Details
Approval No.:
Technical Sanction Details
Technical Sanction No.:
Fund Sanction No.: 15612
Fund Sanction Amount (in Rs.): 250000
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 |
19.08 |
240.77592 |
4594.0045536 |
| 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 |
3.18 |
524.597232 |
1668.21919776 |
| 3 |
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 |
20.5905 |
5268.6723528 |
108484.59808033 |
| 4 |
Masonry Brick Work (AR06059) : Brick work with K.B. bricks 25cm x 12cm x 8cm - Brick work with K.B. bricks 25cm x 12cm x 8cm size having crushing strength not less than 75 Kg/cm2 with dimensional tolerance ± 8 percent in cement mortar (1:3) in foundation and plinth
|
Cum |
18.285 |
5366.0584516 |
98118.378787506 |
| 5 |
Plastering (AR1004) : First Floor - 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 |
79.5 |
171.639439996 |
13645.335479682 |
| 6 |
Plastering (AR1014) : First Floor - 16mm thick cement Plaster in CM (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, royalty, taxes of all materials, labour and T & P required for the work etc comp.and as per direction of Engineer-in-charge.
|
Sqm |
79.5 |
247.45751036 |
19672.87207362 |
Total Amount (in Rs.): 246183.4081725
LABOUR STATEMENT
| Sl.No. |
Activity Name |
Quantity (A) |
Unit |
Un-Skilled
|
Skilled
|
Highly-Skilled
|
| 462 |
562 |
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
|
19.08 |
Cubic Meter |
0.516 |
9.84528 |
- |
- |
- |
- |
| 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.
|
3.18 |
Cubic Meter |
0.1236 |
0.393048 |
- |
- |
- |
- |
| 3 |
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.
|
20.5905 |
Cubic Meter |
3.9 |
80.30295 |
0.18 |
3.70629 |
- |
- |
| 4 |
Masonry Brick Work (AR06059) : Brick work with K.B. bricks 25cm x 12cm x 8cm - Brick work with K.B. bricks 25cm x 12cm x 8cm size having crushing strength not less than 75 Kg/cm2 with dimensional tolerance ± 8 percent in cement mortar (1:3) in foundation and plinth
|
18.285 |
Cubic Meter |
2.82 |
51.5637 |
1.05 |
19.19925 |
0.35 |
6.39975 |
| 5 |
Plastering (AR1004) : First Floor - 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.
|
79.5 |
Square Meter |
0.1236 |
9.8262 |
0.1442 |
11.4639 |
- |
- |
| 6 |
Plastering (AR1014) : First Floor - 16mm thick cement Plaster in CM (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, royalty, taxes of all materials, labour and T & P required for the work etc comp.and as per direction of Engineer-in-charge.
|
79.5 |
Square Meter |
0.2472 |
19.6524 |
0.1648 |
13.1016 |
- |
- |
| Total Qty |
171.583578 |
47.47104 |
6.39975 |
| Rate Per Man Day |
462 |
562 |
612 |
| Total Amount |
79271.613036 |
26678.72448 |
3916.647 |
Total Labour Amount (in Rs.): 109866.984516
MATERIAL STATEMENT
| Sl.No. |
Activity Name |
Quantity (A) |
Unit |
BRM029 |
BRM340 |
BRM028 |
BRM044 |
BRM005 |
| 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 |
19.08 |
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. |
3.18 |
Cum |
1 |
3.18 |
- |
- |
- |
- |
- |
- |
- |
- |
| 3 |
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. |
20.5905 |
Cum |
- |
- |
2.29 |
47.152245 |
0.48 |
9.88344 |
0.96 |
19.76688 |
- |
- |
| 4 |
Masonry Brick Work (AR06059) :.Brick work with K.B. bricks 25cm x 12cm x 8cm - Brick work with K.B. bricks 25cm x 12cm x 8cm size having crushing strength not less than 75 Kg/cm2 with dimensional tolerance ± 8 percent in cement mortar (1:3) in foundation and plinth |
18.285 |
Cum |
- |
- |
1.33 |
24.31905 |
0.28 |
5.1198 |
- |
- |
350 |
6399.75 |
| 5 |
Plastering (AR1004) :.First Floor - 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. |
79.5 |
Sqm |
- |
- |
0.0358 |
2.8461 |
0.015 |
1.1925 |
- |
- |
- |
- |
| 6 |
Plastering (AR1014) :.First Floor - 16mm thick cement Plaster in CM (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, royalty, taxes of all materials, labour and T & P required for the work etc comp.and as per direction of Engineer-in-charge. |
79.5 |
Sqm |
- |
- |
0.043 |
3.4185 |
0.018 |
1.431 |
- |
- |
- |
- |
| Total Qty |
3.18 |
77.735895 |
17.62674 |
19.76688 |
6399.75 |
| Rate Per Unit |
413.05 |
591.732 |
417.24 |
1401.46 |
6.1539 |
| Total Amount |
1313.499 |
45998.81662014 |
7354.5809976 |
27702.4916448 |
39383.421525 |
Total Material Amount (in Rs.): 121752.80978754
ROYALTY STATEMENT
| Sl.No. |
Activity Name |
Quantity (A) |
Unit |
BRM029 |
BRM340 |
BRM028 |
BRM044 |
BRM005 |
| 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 |
19.08 |
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. |
3.18 |
Cum |
1 |
3.18 |
- |
- |
- |
- |
- |
- |
- |
- |
| 3 |
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. |
20.5905 |
Cum |
- |
- |
2.29 |
47.152245 |
0.48 |
9.88344 |
0.96 |
19.76688 |
- |
- |
| 4 |
Masonry Brick Work (AR06059) :.Brick work with K.B. bricks 25cm x 12cm x 8cm - Brick work with K.B. bricks 25cm x 12cm x 8cm size having crushing strength not less than 75 Kg/cm2 with dimensional tolerance ± 8 percent in cement mortar (1:3) in foundation and plinth |
18.285 |
Cum |
- |
- |
1.33 |
24.31905 |
0.28 |
5.1198 |
- |
- |
350 |
6399.75 |
| 5 |
Plastering (AR1004) :.First Floor - 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. |
79.5 |
Sqm |
- |
- |
0.0358 |
2.8461 |
0.015 |
1.1925 |
- |
- |
- |
- |
| 6 |
Plastering (AR1014) :.First Floor - 16mm thick cement Plaster in CM (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, royalty, taxes of all materials, labour and T & P required for the work etc comp.and as per direction of Engineer-in-charge. |
79.5 |
Sqm |
- |
- |
0.043 |
3.4185 |
0.018 |
1.431 |
- |
- |
- |
- |
| Total Qty |
3.18 |
77.735895 |
17.62674 |
19.76688 |
6399.75 |
| Rate Per Unit |
49.25 |
0 |
49.25 |
164.5 |
0 |
| Total Amount |
156.615 |
0 |
868.116945 |
3251.65176 |
0 |
Total Royalty Amount (in Rs.): 4276.383705
ADDITION COMPONENT
| S/N |
Item Name |
Amount (in Rs.) |
| 1 |
Provision for Contingency @
Rs. 1316
|
Rs. 1316 |
| 2 |
Display Citizen Board @
Rs. 2500
|
Rs. 2500 |
Total Addition Component Amount (in Rs.): 3816
DEDUCTION COMPONENT
| Sl.No. |
Item Name |
Amount (in Rs.) |
| No data to display. |
Total Deduction Component Amount (in Rs.): 0
Total Net Amount (in Rs.): 249999.4081725
