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State: Odisha District: Mayurbhanj Block: Suliapada Gram Panchayat: Nuagaon
Work Code: OD/365/3509/120379/389778/00078286 (Rural Park near Tilka Majhi Stadium under Nuagan GP)
Project Category: Other Infrastructure
Financial Year: 2022-23 Execution Level: ps
Executing Agency: Panchayat Samiti, Suliapada Proposal Date: -
Date of Commencement: 03-02-2026 Date of Completion: -
Scheme Name: 5th SFC Grant in Aid Scheme Component Name: Innovative Practices
Project Sub-Category: Rural Park Project Type: New Work
Name of Executant: ARUN KUMAR NAIK
Administrative Approval Details
Approval No.: OD/365/3509/120379/389778/00078286/AS
Technical Sanction Details
Technical Sanction No.: OD/365/3509/120379/389778/00078286/TS
Fund Sanction No.: 7171
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 122.625 240.77592 29525.14719
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 24.525 595.933532 14615.2698723
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 24.525 6334.2665403 155347.88690086
4 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 38.83125 5068.71483944 196824.533109
5 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 83.79375 5102.04483944 427519.46976483
6 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 686.7 178.287196366 122429.81774453
7 Painting (AR0918Ai) : Finishing wall one coat with weather coat - Finishing wall one coat with weather coat including all costs of labour, Paint, Primer and Brushes required for the work etc. complete and as per direction of Engineer-in-charge. Sqm 686.7 57.0910986525 39204.457444672
Total Amount (in Rs.): 985466.58202619
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 122.625 Cubic Meter 0.516 63.2745 - - - -
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. 24.525 Cubic Meter 0.1236 3.03129 - - - -
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. 24.525 Cubic Meter 3.9 95.6475 0.18 4.4145 - -
4 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. 38.83125 Cubic Meter 2.96 114.9405 1.05 40.7728125 0.35 13.5909375
5 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. 83.79375 Cubic Meter 2.96 248.0295 1.05 87.9834375 0.35 29.3278125
6 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. 686.7 Square Meter 0.12 82.404 0.14 96.138 - -
7 Painting (AR0918Ai) : Finishing wall one coat with weather coat - Finishing wall one coat with weather coat including all costs of labour, Paint, Primer and Brushes required for the work etc. complete and as per direction of Engineer-in-charge. 686.7 Square Meter 0.043 29.5281 - - 0.036 24.7212
Total Qty 636.85539 229.30875 67.63995
Rate Per Man Day 462 562 612
Total Amount 294227.19018 128871.5175 41395.6494
Total Labour Amount (in Rs.): 464494.35708
MATERIAL STATEMENT
Sl.No. Activity Name Quantity (A) Unit BRM029 BRM340 BRM028 BRM044 BRM005 BRMMR0025 BRM255
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 122.625 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. 24.525 Cum 1 24.525 - - - - - - - - - - - -
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. 24.525 Cum - - 2.29 56.16225 0.48 11.772 0.96 23.544 - - - - - -
4 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. 38.83125 Cum - - 0.672 26.0946 0.28 10.87275 - - 350 13590.9375 - - - -
5 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. 83.79375 Cum - - 0.672 56.3094 0.28 23.46225 - - 350 29327.8125 1 83.79375 - -
6 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. 686.7 Sqm - - 0.0358 24.58386 0.015 10.3005 - - - - - - - -
7 Painting(AR0918Ai) :.Finishing wall one coat with weather coat - Finishing wall one coat with weather coat including all costs of labour, Paint, Primer and Brushes required for the work etc. complete and as per direction of Engineer-in-charge. 686.7 Sqm - - - - - - - - - - - - 0.075 51.5025
Total Qty 24.525 163.15011 56.4075 23.544 42918.75 83.79375 51.5025
Rate Per Unit 492.68 632.787 499.1 1700.92 5.8641 33 195.03787
Total Amount 12082.977 103239.26865657 28152.98325 40046.46048 251679.841875 2765.19375 10044.937899675
Total Material Amount (in Rs.): 448011.66291124
ROYALTY STATEMENT
Sl.No. Activity Name Quantity (A) Unit BRM029 BRM340 BRM028 BRM044 BRM005 BRM255
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 122.625 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. 24.525 Cum 1 24.525 - - - - - - - - - -
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. 24.525 Cum - - 2.29 56.16225 0.48 11.772 0.96 23.544 - - - -
4 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. 38.83125 Cum - - 0.672 26.0946 0.28 10.87275 - - 350 13590.9375 - -
5 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. 83.79375 Cum - - 0.672 56.3094 0.28 23.46225 - - 350 29327.8125 - -
6 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. 686.7 Sqm - - 0.0358 24.58386 0.015 10.3005 - - - - - -
7 Painting(AR0918Ai) :.Finishing wall one coat with weather coat - Finishing wall one coat with weather coat including all costs of labour, Paint, Primer and Brushes required for the work etc. complete and as per direction of Engineer-in-charge. 686.7 Sqm - - - - - - - - - - 0.075 51.5025
Total Qty 24.525 163.15011 56.4075 23.544 42918.75 51.5025
Rate Per Unit 40.25 0 556.25 551.5 0 0
Total Amount 987.13125 0 31376.671875 12984.516 0 0
Total Royalty Amount (in Rs.): 45348.319125
ADDITION COMPONENT
S/N Item Name Amount (in Rs.)
1 Provision for Contingency @ Rs. 10000 Rs. 10000
2 Display Citizen Board @ Rs. 3500 Rs. 3500
3 Any Other Lumpsum @ Rs. 1033 Rs. 1033
Total Addition Component Amount (in Rs.): 14533
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.): 999999.58202619
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