State: Odisha District: Deogarh Block: Tileibani Gram Panchayat: Dudhianali
Work Code: OD/351/3348/117227/383276/00014409 (Repair & Maintanance of Jamunali High school, Jamunali)
Project Category: Building
Financial Year: 2023-24 Execution Level: ps
Executing Agency: Panchayat Samiti, Tileibani Proposal Date: -
Date of Commencement: 22-09-2025 Date of Completion: -
Scheme Name: Asset Management School and Mass Education Department Scheme Component Name: Self/Personal Deposit
Project Sub-Category: Others Project Type: Repair and Maintenance
Name of Executant: MANORANJAN BEHERA
Administrative Approval Details
Approval No.: OD/351/3348/117227/383276/00014409/AS
Technical Sanction Details
Technical Sanction No.: OD/351/3348/117227/383276/00014409/TS
Fund Sanction No.: 8559
Fund Sanction Amount (in Rs.): 248000
ROYALTY STATEMENT
Sl.No. Activity Name Quantity (A) Unit BRM029 BRM340 BRM028 BRM044 BRM005 BRM060 BRM052 BRM094 BRM104 BRM084 BRM130 BRM129
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) 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 10.602 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. 2.964 Cum 1 2.964 - - - - - - - - - - - - - - - - - - - - - -
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. 2.658 Cum - - 2.29 6.08682 0.48 1.27584 0.96 2.55168 - - - - - - - - - - - - - - - -
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. 7.98 Cum - - 0.672 5.36256 0.28 2.2344 - - 350 2793 - - - - - - - - - - - - - -
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. 12.19875 Cum - - 0.672 8.19756 0.28 3.41565 - - 350 4269.5625 - - - - - - - - - - - - - -
6 R.C.C. Work (AR0404A) :.Reinforced cement concrete work of M-20 grade with 20mm & down grade size black hard crusher broken granite chips - Reinforced cement concrete work of M-20 grade with 20mm & down grade size black hard crusher broken granite 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 and as per direction of Engineer-in charge. (excluding centring and shuttering) 0.84 Cum - - 3.4733 2.917572 0.45 0.378 - - - - 0.36 0.3024 0.54 0.4536 - - - - - - - - - -
7 R.C.C. Work (AR0404Ad) :.Reinforced cement concrete work of M-20 grade with 20mm & down grade size black hard crusher broken granite chips - Reinforced cement concrete work of M-20 grade with 20mm & down grade size black hard crusher broken granite 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. (including centring and shuttering) complete and as per direction of Engineer-in charge (RCC Lintels) 0.84 Cum - - 3.4733 2.917572 0.45 0.378 - - - - 0.36 0.3024 0.54 0.4536 0.049542 0.04161528 0.0741335 0.06227214 - - - - - -
8 R.C.C. Work (AR0404Ag) :.Reinforced cement concrete work of M-20 grade with 20mm & down grade size black hard crusher broken granite chips - Reinforced cement concrete work of M-20 grade with 20mm & down grade size black hard crusher broken granite 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. (including centring and shuttering) complete and as per direction of Engineer-in charge (RCC Roof slab, landing, balcony, sun shade) 2.414 Cum - - 3.4733 8.3845462 0.45 1.0863 - - - - 0.36 0.86904 0.54 1.30356 - - 0.0502172 0.1212243208 0.076659 0.185054826 - - - -
9 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. 43.635 Sqm - - 0.0358 1.562133 0.015 0.654525 - - - - - - - - - - - - - - - - - -
10 Plastering (AR1014) :.16mm thick cement Plaster in CM (1:6) over brick work in inside. - 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. 30.24 Sqm - - 0.043 1.30032 0.018 0.54432 - - - - - - - - - - - - - - - - - -
11 Flooring (AR0816) :.Fixing ceramic Tiles (30cmx30cm / 40cmx40cm special plain/printed series ceramic floor tiles of premium grade having thickness 7mm to 8mm confirming to IS 13755) in floor - Fixing ceramic Tiles (30cmx30cm / 40cmx40cm special plain/printed series ceramic floor tiles of premium grade having thickness 7mm to 8mm confirming to IS 13755) in floor , treads or steps and landing on a 25mm thick bed of cement mortar 1:1 (1cement: 1sand) jointed with neat cement slurry mixed with pigment to match the shades of the ceramic tiles including rubbing and polishing, cost of precast tiles complete as per direction of Enginer-in-charge. 12.96 Sqm - - 0.2737 3.547152 0.013 0.16848 - - - - - - - - - - - - - - 1 12.96 - -
12 Flooring (AR0817b) :.Fixing ceramic tiles (20cmx30cm / 20cmx20cm special plain/printed series ceramic wall tiles of premium grade having thickness 6.5mm to 6.7mm confirming to IS 13753) - Fixing ceramic tiles (20cmx30cm / 20cmx20cm special plain/printed series ceramic wall tiles of premium grade having thickness 6.5mm to 6.7mm confirming to IS 13753) in wall cladding on 12mm thick cement plaster (1:3) jointed with neat cement slurry mixed with pigments to match the shade of the ceramic tiles including rubbing and polishing, cost of precast tiles complete as per direction of Engineer-in-charge. 34.425 Sqm - - 0.1375 4.7334375 0.015 0.516375 - - - - - - - - - - - - - - - - 1 34.425
Total Qty 2.964 45.0096727 10.65189 2.55168 7062.5625 1.47384 2.21076 0.04161528 0.1834964608 0.185054826 12.96 34.425
Rate Per Unit 40.25 0 560.25 156.5 0.04025 156.5 156.5 0 0 0 0 0
Total Amount 119.301 0 5967.7213725 399.33792 284.268140625 230.65596 345.98394 0 0 0 0 0
Total Royalty Amount (in Rs.): 7347.268333125