| State: Odisha |
District: Deogarh |
Block: Reamal |
Gram Panchayat: Karlaga |
Work Code: OD/351/3347/117207/383139/00024187 (Development Of Rural Haat At Karlaga)
Project Category: Other Infrastructure
| Financial Year: 2023-24 |
Execution Level: ps |
| Executing Agency: Panchayat Samiti, Reamal |
Proposal Date: - |
| Date of Commencement: 20-01-2026 |
Date of Completion: - |
| Scheme Name: 5th SFC Grant in Aid |
Scheme Component Name: Development of Rural Haat |
| Project Sub-Category: Rural Haat |
Project Type: New Work |
| Name of Executant: Deepak Kumar Naik |
|
Administrative Approval Details
Approval No.: OD/351/3347/117207/383139/00024187/AS
Technical Sanction Details
Technical Sanction No.: OD/351/3347/117207/383139/00024187/TS
Fund Sanction No.: 11825
Fund Sanction Amount (in Rs.): 1000000
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 |
57.6 |
240.77592 |
13868.692992 |
| 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 |
166.2 |
433.101332 |
71981.4413784 |
| 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 |
39.6 |
6419.40267836 |
254208.34606306 |
| 4 |
Plastering (AR1004) : 12mm thick cement plster (1:6) over Brick work in inside - 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 |
114 |
174.1609586472 |
19854.349285781 |
| 5 |
Masonry Brick Work (AR0603b) : Flyash Bricks of size (25cm x 12cm x 8cm) in cement mortar (1:6) in foundation and plinth - Brickwork with Flyash Bricks of size (25cm x 12cm x 8cm) in cement mortar (1:6) 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 |
57.6 |
5286.725037048 |
304515.36213396 |
| 6 |
Masonry Brick Work (AR0603bi) : Flyash Bricks of size (25cm x 12cm x 8cm) in cement mortar (1:6) in superstructure - Brickwork with Flyash Bricks of size (25cm x 12cm x 8cm) in cement mortar (1:6) in superstructure 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 |
28.5 |
5424.160787048 |
154588.58243087 |
| 7 |
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 |
18 |
7812.36649532 |
140622.59691576 |
| 8 |
Painting (AR0922) : Finishing wall two coats with distemper of approved shades on new work (Inside) - Finishing wall two coats with distemper of approved shades on new work to give an even shade including all costs of labor, Paint and Brushes required for the work, etc. complete and as per direction of the Engineer-in-charge.(Inside)
|
Sqm |
96 |
78.865539425 |
7571.0917848 |
Total Amount (in Rs.): 967210.46298463
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
|
57.6 |
Cubic Meter |
0.516 |
29.7216 |
- |
- |
- |
- |
| 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.
|
166.2 |
Cubic Meter |
0.1236 |
20.54232 |
- |
- |
- |
- |
| 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.
|
39.6 |
Cubic Meter |
3.9 |
154.44 |
0.18 |
7.128 |
- |
- |
| 4 |
Plastering (AR1004) : 12mm thick cement plster (1:6) over Brick work in inside - 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.
|
114 |
Square Meter |
0.12 |
13.68 |
0.14 |
15.96 |
- |
- |
| 5 |
Masonry Brick Work (AR0603b) : Flyash Bricks of size (25cm x 12cm x 8cm) in cement mortar (1:6) in foundation and plinth - Brickwork with Flyash Bricks of size (25cm x 12cm x 8cm) in cement mortar (1:6) 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.
|
57.6 |
Cubic Meter |
2.96 |
170.496 |
1.05 |
60.48 |
0.35 |
20.16 |
| 6 |
Masonry Brick Work (AR0603bi) : Flyash Bricks of size (25cm x 12cm x 8cm) in cement mortar (1:6) in superstructure - Brickwork with Flyash Bricks of size (25cm x 12cm x 8cm) in cement mortar (1:6) in superstructure 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.
|
28.5 |
Cubic Meter |
2.96 |
84.36 |
1.05 |
29.925 |
0.35 |
9.975 |
| 7 |
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.
|
18 |
Cubic Meter |
4.6 |
82.8 |
0.68 |
12.24 |
- |
- |
| 8 |
Painting (AR0922) : Finishing wall two coats with distemper of approved shades on new work (Inside) - Finishing wall two coats with distemper of approved shades on new work to give an even shade including all costs of labor, Paint and Brushes required for the work, etc. complete and as per direction of the Engineer-in-charge.(Inside)
|
96 |
Square Meter |
0.062 |
5.952 |
- |
- |
0.052 |
4.992 |
| Total Qty |
561.99192 |
125.733 |
35.127 |
| Rate Per Man Day |
462 |
562 |
612 |
| Total Amount |
259640.26704 |
70661.946 |
21497.724 |
Total Labour Amount (in Rs.): 351799.93704
MATERIAL STATEMENT
| Sl.No. |
Activity Name |
Quantity (A) |
Unit |
BRM029 |
BRM340 |
BRM028 |
BRM044 |
BRM005 |
BRMMR0025 |
BRM056 |
BRM142 |
| 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 |
57.6 |
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. |
166.2 |
Cum |
1 |
166.2 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 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. |
39.6 |
Cum |
- |
- |
2.29 |
90.684 |
0.48 |
19.008 |
0.96 |
38.016 |
- |
- |
- |
- |
- |
- |
- |
- |
| 4 |
Plastering (AR1004) :.12mm thick cement plster (1:6) over Brick work in inside - 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. |
114 |
Sqm |
- |
- |
0.0358 |
4.0812 |
0.015 |
1.71 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 5 |
Masonry Brick Work (AR0603b) :.Flyash Bricks of size (25cm x 12cm x 8cm) in cement mortar (1:6) in foundation and plinth - Brickwork with Flyash Bricks of size (25cm x 12cm x 8cm) in cement mortar (1:6) 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. |
57.6 |
Cum |
- |
- |
0.672 |
38.7072 |
0.28 |
16.128 |
- |
- |
350 |
20160 |
- |
- |
- |
- |
- |
- |
| 6 |
Masonry Brick Work (AR0603bi) :.Flyash Bricks of size (25cm x 12cm x 8cm) in cement mortar (1:6) in superstructure - Brickwork with Flyash Bricks of size (25cm x 12cm x 8cm) in cement mortar (1:6) in superstructure 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. |
28.5 |
Cum |
- |
- |
0.672 |
19.152 |
0.28 |
7.98 |
- |
- |
350 |
9975 |
1 |
28.5 |
- |
- |
- |
- |
| 7 |
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. |
18 |
Cum |
- |
- |
3.23 |
58.14 |
0.45 |
8.1 |
- |
- |
- |
- |
- |
- |
0.9 |
16.2 |
- |
- |
| 8 |
Painting(AR0922) :.Finishing wall two coats with distemper of approved shades on new work (Inside) - Finishing wall two coats with distemper of approved shades on new work to give an even shade including all costs of labor, Paint and Brushes required for the work, etc. complete and as per direction of the Engineer-in-charge.(Inside) |
96 |
Sqm |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
0.25 |
24 |
| Total Qty |
166.2 |
210.7644 |
52.926 |
38.016 |
30135 |
28.5 |
16.2 |
24 |
| Rate Per Unit |
331.46 |
546.907 |
599.91 |
2133.16 |
6.59565 |
33 |
2534.53 |
70.46677 |
| Total Amount |
55088.652 |
115268.5257108 |
31750.83666 |
81094.21056 |
198759.91275 |
940.5 |
41059.386 |
1691.20248 |
Total Material Amount (in Rs.): 525653.2261608
ROYALTY STATEMENT
| Sl.No. |
Activity Name |
Quantity (A) |
Unit |
BRM029 |
BRM340 |
BRM028 |
BRM044 |
BRM005 |
BRM056 |
BRM142 |
| 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 |
57.6 |
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. |
166.2 |
Cum |
1 |
166.2 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 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. |
39.6 |
Cum |
- |
- |
2.29 |
90.684 |
0.48 |
19.008 |
0.96 |
38.016 |
- |
- |
- |
- |
- |
- |
| 4 |
Plastering (AR1004) :.12mm thick cement plster (1:6) over Brick work in inside - 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. |
114 |
Sqm |
- |
- |
0.0358 |
4.0812 |
0.015 |
1.71 |
- |
- |
- |
- |
- |
- |
- |
- |
| 5 |
Masonry Brick Work (AR0603b) :.Flyash Bricks of size (25cm x 12cm x 8cm) in cement mortar (1:6) in foundation and plinth - Brickwork with Flyash Bricks of size (25cm x 12cm x 8cm) in cement mortar (1:6) 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. |
57.6 |
Cum |
- |
- |
0.672 |
38.7072 |
0.28 |
16.128 |
- |
- |
350 |
20160 |
- |
- |
- |
- |
| 6 |
Masonry Brick Work (AR0603bi) :.Flyash Bricks of size (25cm x 12cm x 8cm) in cement mortar (1:6) in superstructure - Brickwork with Flyash Bricks of size (25cm x 12cm x 8cm) in cement mortar (1:6) in superstructure 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. |
28.5 |
Cum |
- |
- |
0.672 |
19.152 |
0.28 |
7.98 |
- |
- |
350 |
9975 |
- |
- |
- |
- |
| 7 |
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. |
18 |
Cum |
- |
- |
3.23 |
58.14 |
0.45 |
8.1 |
- |
- |
- |
- |
0.9 |
16.2 |
- |
- |
| 8 |
Painting(AR0922) :.Finishing wall two coats with distemper of approved shades on new work (Inside) - Finishing wall two coats with distemper of approved shades on new work to give an even shade including all costs of labor, Paint and Brushes required for the work, etc. complete and as per direction of the Engineer-in-charge.(Inside) |
96 |
Sqm |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
0.25 |
24 |
| Total Qty |
166.2 |
210.7644 |
52.926 |
38.016 |
30135 |
16.2 |
24 |
| Rate Per Unit |
40.25 |
0 |
560.25 |
401.5 |
0 |
401.5 |
0 |
| Total Amount |
6689.55 |
0 |
29651.7915 |
15263.424 |
0 |
6504.3 |
0 |
Total Royalty Amount (in Rs.): 58109.0655
ADDITION COMPONENT
| S/N |
Item Name |
Amount (in Rs.) |
| 1 |
Provision for Contingency @
1%
|
Rs. 9672.1046298463 |
| 2 |
Display Citizen Board @
Rs. 5000
|
Rs. 5000 |
| 3 |
Any Other Lumpsum @
Rs. 18116
|
Rs. 18116 |
Total Addition Component Amount (in Rs.): 32788.104629846
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.): 999998.56761448
