| State: Odisha |
District: Kandhamal |
Block: Baliguda |
Gram Panchayat: Battaguda |
Work Code: OD/359/3422/118868/416730/00050325 (Improvement of Rural Haat at Battaguda GP)
Project Category: Other Infrastructure
| Financial Year: 2025-26 |
Execution Level: ps |
| Executing Agency: Panchayat Samiti, Baliguda |
Proposal Date: - |
| Date of Commencement: 17-03-2026 |
Date of Completion: - |
| Scheme Name: 5th SFC Grant in Aid |
Scheme Component Name: Maintenance of Capital Assets |
| Project Sub-Category: Rural Haat |
Project Type: New Work |
| Name of Executant: DURGA PRASAD ACHARY |
|
Administrative Approval Details
Approval No.: OD/359/3422/118868/416730/00050325/AS
Technical Sanction Details
Technical Sanction No.: OD/359/3422/118868/416730/00050325/TS
Fund Sanction No.: 33742
Fund Sanction Amount (in Rs.): 550000
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 |
15.8007744 |
240.77592 |
3804.4459928724 |
| 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 |
50.120736 |
652.119832 |
32684.725940036 |
| 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 |
76.45536 |
5666.60408494 |
433242.25529156 |
| 4 |
Masonry Brick Work (AR0602d) : C.B. Bricks of size (25cm x 12cm x 8cm) in cement mortar (1:4) in foundation and plinth - Brickwork with C.B. Bricks of size (25cm x 12cm x 8cm) in cement mortar (1:4) 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 |
5.17064768 |
4963.611468 |
25665.086121436 |
| 5 |
Plastering (AR1008) : 20mm thick cement Plaster in CM (1:6) over brick work in inside. - 20mm thick cement Plaster in CM (1:6) for stone 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 |
24.247683 |
256.821972002 |
6227.3377645394 |
| 6 |
Flooring (AR0802i) : 2.5 cm thick A.S. flooring in C.C (1:2:4) with 12 mm size HG crusher broken chips - 2.5 cm thick A.S. flooring in C.C (1:2:4) with 12 mm size HG crusher broken chips including punning incl. cost, conveyance & royalty of materials as per direction of Engineer-in-charge.
|
Sqm |
98.105568 |
370.5101168788 |
36349.105466141 |
Total Amount (in Rs.): 537972.95657658
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
|
15.8007744 |
Cubic Meter |
0.516 |
8.1531995904 |
- |
- |
- |
- |
| 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.
|
50.120736 |
Cubic Meter |
0.1236 |
6.1949229696 |
- |
- |
- |
- |
| 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.
|
76.45536 |
Cubic Meter |
3.9 |
298.175904 |
0.18 |
13.7619648 |
- |
- |
| 4 |
Masonry Brick Work (AR0602d) : C.B. Bricks of size (25cm x 12cm x 8cm) in cement mortar (1:4) in foundation and plinth - Brickwork with C.B. Bricks of size (25cm x 12cm x 8cm) in cement mortar (1:4) 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.
|
5.17064768 |
Cubic Meter |
2.96 |
15.3051171328 |
1.05 |
5.429180064 |
0.35 |
1.809726688 |
| 5 |
Plastering (AR1008) : 20mm thick cement Plaster in CM (1:6) over brick work in inside. - 20mm thick cement Plaster in CM (1:6) for stone 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.
|
24.247683 |
Square Meter |
0.24 |
5.81944392 |
0.16 |
3.87962928 |
- |
- |
| 6 |
Flooring (AR0802i) : 2.5 cm thick A.S. flooring in C.C (1:2:4) with 12 mm size HG crusher broken chips - 2.5 cm thick A.S. flooring in C.C (1:2:4) with 12 mm size HG crusher broken chips including punning incl. cost, conveyance & royalty of materials as per direction of Engineer-in-charge.
|
98.105568 |
Square Meter |
0.36 |
35.31800448 |
- |
- |
0.13 |
12.75372384 |
| Total Qty |
368.9665920928 |
23.070774144 |
14.563450528 |
| Rate Per Man Day |
462 |
562 |
612 |
| Total Amount |
170462.56554687 |
12965.775068928 |
8912.831723136 |
Total Labour Amount (in Rs.): 192341.17233894
MATERIAL STATEMENT
| Sl.No. |
Activity Name |
Quantity (A) |
Unit |
BRM029 |
BRM340 |
BRM028 |
BRM044 |
BRM001 |
BRM056 |
| 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 |
15.8007744 |
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. |
50.120736 |
Cum |
1 |
50.120736 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 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. |
76.45536 |
Cum |
- |
- |
2.29 |
175.0827744 |
0.48 |
36.6985728 |
0.96 |
73.3971456 |
- |
- |
- |
- |
| 4 |
Masonry Brick Work (AR0602d) :.C.B. Bricks of size (25cm x 12cm x 8cm) in cement mortar (1:4) in foundation and plinth - Brickwork with C.B. Bricks of size (25cm x 12cm x 8cm) in cement mortar (1:4) 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. |
5.17064768 |
Cum |
- |
- |
1 |
5.17064768 |
0.28 |
1.4477813504 |
- |
- |
350 |
1809.726688 |
- |
- |
| 5 |
Plastering (AR1008) :.20mm thick cement Plaster in CM (1:6) over brick work in inside. - 20mm thick cement Plaster in CM (1:6) for stone 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. |
24.247683 |
Sqm |
- |
- |
0.057 |
1.382117931 |
0.021 |
0.509201343 |
- |
- |
- |
- |
- |
- |
| 6 |
Flooring (AR0802i) :.2.5 cm thick A.S. flooring in C.C (1:2:4) with 12 mm size HG crusher broken chips - 2.5 cm thick A.S. flooring in C.C (1:2:4) with 12 mm size HG crusher broken chips including punning incl. cost, conveyance & royalty of materials as per direction of Engineer-in-charge. |
98.105568 |
Sqm |
- |
- |
0.0858 |
8.4174577344 |
0.012 |
1.177266816 |
- |
- |
- |
- |
0.023 |
2.256428064 |
| Total Qty |
50.120736 |
190.0529977454 |
39.8328223094 |
73.3971456 |
1809.726688 |
2.256428064 |
| Rate Per Unit |
541.31 |
626.687 |
548.19 |
1531.66 |
5.25865 |
1933.03 |
| Total Amount |
27130.85560416 |
119103.74299807 |
21835.95486179 |
112419.4720297 |
9516.7192478512 |
4361.7431405539 |
Total Material Amount (in Rs.): 294368.48788212
ROYALTY STATEMENT
| Sl.No. |
Activity Name |
Quantity (A) |
Unit |
BRM029 |
BRM340 |
BRM028 |
BRM044 |
BRM001 |
BRM056 |
| 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 |
15.8007744 |
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. |
50.120736 |
Cum |
1 |
50.120736 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 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. |
76.45536 |
Cum |
- |
- |
2.29 |
175.0827744 |
0.48 |
36.6985728 |
0.96 |
73.3971456 |
- |
- |
- |
- |
| 4 |
Masonry Brick Work (AR0602d) :.C.B. Bricks of size (25cm x 12cm x 8cm) in cement mortar (1:4) in foundation and plinth - Brickwork with C.B. Bricks of size (25cm x 12cm x 8cm) in cement mortar (1:4) 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. |
5.17064768 |
Cum |
- |
- |
1 |
5.17064768 |
0.28 |
1.4477813504 |
- |
- |
350 |
1809.726688 |
- |
- |
| 5 |
Plastering (AR1008) :.20mm thick cement Plaster in CM (1:6) over brick work in inside. - 20mm thick cement Plaster in CM (1:6) for stone 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. |
24.247683 |
Sqm |
- |
- |
0.057 |
1.382117931 |
0.021 |
0.509201343 |
- |
- |
- |
- |
- |
- |
| 6 |
Flooring (AR0802i) :.2.5 cm thick A.S. flooring in C.C (1:2:4) with 12 mm size HG crusher broken chips - 2.5 cm thick A.S. flooring in C.C (1:2:4) with 12 mm size HG crusher broken chips including punning incl. cost, conveyance & royalty of materials as per direction of Engineer-in-charge. |
98.105568 |
Sqm |
- |
- |
0.0858 |
8.4174577344 |
0.012 |
1.177266816 |
- |
- |
- |
- |
0.023 |
2.256428064 |
| Total Qty |
50.120736 |
190.0529977454 |
39.8328223094 |
73.3971456 |
1809.726688 |
2.256428064 |
| Rate Per Unit |
47.25 |
0 |
47.25 |
289.5 |
0.04725 |
289.5 |
| Total Amount |
2368.204776 |
0 |
1882.1008541191 |
21248.4736512 |
85.509586008 |
653.235924528 |
Total Royalty Amount (in Rs.): 26237.524791855
ADDITION COMPONENT
| S/N |
Item Name |
Amount (in Rs.) |
| 1 |
Provision for Contingency @
Rs. 5500
|
Rs. 5500 |
| 2 |
Display Citizen Board @
Rs. 3000
|
Rs. 3000 |
| 3 |
Any Other Lumpsum @
Rs. 3527
|
Rs. 3527 |
Total Addition Component Amount (in Rs.): 12027
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.): 549999.95657658
