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State: Odisha District: Kalahandi Block: Narala Gram Panchayat: Muskuti
Work Code: OD/358/3420/118836/422327/00064529 (REPAIR & MAINTENANCE OF KENDUPADA PRIMARY SCHOOL)
Project Category: Building
Financial Year: 2022-23 Execution Level: ps
Executing Agency: Panchayat Samiti, Narala Bill Status: 1st Bill
Proposal Date: - Date of Commencement: 02-12-2025
Date of Completion: - Scheme Name: 5th SFC Grant in Aid
Scheme Component Name: Maintenance of Primary School Building Project Sub-Category: Elementary School
Project Type: Repair and Maintenance Name of Executant: SUKANTI BISWAL
Administrative Approval Details
Approval No.: OD/358/3420/118836/422327/00064529/AS
Technical Sanction Details
Technical Sanction No.: OD/358/3420/118836/422327/00064529/TS
Fund Sanction No.:
Fund Sanction Amount (in Rs.): 120000
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 12.888 240.77592 3103.12005696
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 1.799172 780.531232 1404.3099377399
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 1.8 5763.7930378 10374.82746804
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 2.87645 5496.0297966 15809.05490843
5 R.C.C. Work (AR0409) : Supplying, fitting, and placing uncoated HYSD bar reinforcement including labor charges for cutting, bending, binding, and tying the grills and placing in position - Supplying, fitting, and placing uncoated HYSD bar reinforcement including labor charges for cutting, bending, binding, and tying the grills and placing in position including cost of binding wire 18 to 20 gauge with cost of steel rod and as per drawing, design, and direction of Engineer-in-charge. Qntl 2.13 8439.929862 17977.05060606
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) Cum 4.10257 6026.918474746 24725.854926939
7 Masonry Brick Work (AR0602i) : K.B. Bricks of size (25cm x 12cm x 8cm) in cement mortar (1:4) in superstructure - Brickwork with K.B. Bricks of size (25cm x 12cm x 8cm) in cement mortar (1:4) in superstructure having crushing strength not less than 75.00 Kg/cm2 with dimensional tolerance ±8 percent immerging 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 7.81908 5704.0905945 44600.740685643
Total Amount (in Rs.): 117994.95858981
LABOUR STATEMENT
Sl.No. Activity Name Quantity (A) Unit Un-Skilled Skilled Highly-Skilled Semi-Skilled
Rs. 462 Rs. 562 Rs. 612 Rs. 512
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 12.888 Cubic Meter 0.516 6.650208 - - - - - -
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. 1.799172 Cubic Meter 0.1236 0.2223776592 - - - - - -
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. 1.8 Cubic Meter 3.9 7.02 - - 0.18 0.324 - -
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 2.87645 Cubic Meter 2.82 8.111589 - - 1.05 3.0202725 0.35 1.0067575
5 R.C.C. Work (AR0409) : Supplying, fitting, and placing uncoated HYSD bar reinforcement including labor charges for cutting, bending, binding, and tying the grills and placing in position - Supplying, fitting, and placing uncoated HYSD bar reinforcement including labor charges for cutting, bending, binding, and tying the grills and placing in position including cost of binding wire 18 to 20 gauge with cost of steel rod and as per drawing, design, and direction of Engineer-in-charge. 2.13 Quintal 0.8 1.704 0.044 0.09372 - - 0.3 0.639
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) 4.10257 Cubic Meter 1.3333 5.469956581 0.0573 0.235077261 0.1 0.410257 - -
7 Masonry Brick Work (AR0602i) : K.B. Bricks of size (25cm x 12cm x 8cm) in cement mortar (1:4) in superstructure - Brickwork with K.B. Bricks of size (25cm x 12cm x 8cm) in cement mortar (1:4) in superstructure having crushing strength not less than 75.00 Kg/cm2 with dimensional tolerance ±8 percent immerging 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. 7.81908 Cubic Meter 2.96 23.1444768 - - 1.05 8.210034 0.35 2.736678
Total Qty 52.3226080402 11.9645635 4.3824355 0.328797261
Rate Per Man Day 462 562 612 512
Total Amount 24173.044914572 6724.084687 2682.050526 168.344197632
Total Labour Amount (in Rs.): 33747.524325204
MATERIAL STATEMENT
Sl.No. Activity Name Quantity (A) Unit BRM029 BRM340 BRM028 BRM044 BRM005 BRM162 BRM341 BRM060 BRM052 BRM003 BRMMR0025
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 12.888 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. 1.799172 Cum 1 1.799172 - - - - - - - - - - - - - - - - - - - -
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. 1.8 Cum - - 2.29 4.122 0.48 0.864 0.96 1.728 - - - - - - - - - - - - - -
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 2.87645 Cum - - 1.33 3.8256785 0.28 0.805406 - - 350 1006.7575 - - - - - - - - - - - -
5 R.C.C. Work (AR0409) :.Supplying, fitting, and placing uncoated HYSD bar reinforcement including labor charges for cutting, bending, binding, and tying the grills and placing in position - Supplying, fitting, and placing uncoated HYSD bar reinforcement including labor charges for cutting, bending, binding, and tying the grills and placing in position including cost of binding wire 18 to 20 gauge with cost of steel rod and as per drawing, design, and direction of Engineer-in-charge. 2.13 Qntl - - - - - - - - - - 0.8 1.704 1.05 2.2365 - - - - - - - -
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) 4.10257 Cum - - 3.4733 14.249456381 0.45 1.8461565 - - - - - - - - 0.36 1.4769252 0.54 2.2153878 - - - -
7 Masonry Brick Work (AR0602i) :.K.B. Bricks of size (25cm x 12cm x 8cm) in cement mortar (1:4) in superstructure - Brickwork with K.B. Bricks of size (25cm x 12cm x 8cm) in cement mortar (1:4) in superstructure having crushing strength not less than 75.00 Kg/cm2 with dimensional tolerance ±8 percent immerging 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. 7.81908 Cum - - 1 7.81908 0.28 2.1893424 - - - - - - - - - - - - 350 2736.678 1 7.81908
Total Qty 1.799172 30.016214881 5.7049049 1.728 1006.7575 1.704 2.2365 1.4769252 2.2153878 2736.678 7.81908
Rate Per Unit 673.45 632.012 678.39 1661.86 6.1539 90.1 6229.912 2061.61 2046.61 7.117045 33
Total Amount 1211.6523834 18970.607999371 3870.150435111 2871.69408 6195.48497925 153.5304 13933.198188 3044.843761572 4534.034825358 19477.06047651 258.02964
Total Material Amount (in Rs.): 74520.287168572
ROYALTY STATEMENT
Sl.No. Activity Name Quantity (A) Unit BRM029 BRM340 BRM028 BRM044 BRM005 BRM341 BRM060 BRM052 BRM003
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 12.888 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. 1.799172 Cum 1 1.799172 - - - - - - - - - - - - - - - -
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. 1.8 Cum - - 2.29 4.122 0.48 0.864 0.96 1.728 - - - - - - - - - -
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 2.87645 Cum - - 1.33 3.8256785 0.28 0.805406 - - 350 1006.7575 - - - - - - - -
5 R.C.C. Work (AR0409) :.Supplying, fitting, and placing uncoated HYSD bar reinforcement including labor charges for cutting, bending, binding, and tying the grills and placing in position - Supplying, fitting, and placing uncoated HYSD bar reinforcement including labor charges for cutting, bending, binding, and tying the grills and placing in position including cost of binding wire 18 to 20 gauge with cost of steel rod and as per drawing, design, and direction of Engineer-in-charge. 2.13 Qntl - - - - - - - - - - 1.05 2.2365 - - - - - -
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) 4.10257 Cum - - 3.4733 14.249456381 0.45 1.8461565 - - - - - - 0.36 1.4769252 0.54 2.2153878 - -
7 Masonry Brick Work (AR0602i) :.K.B. Bricks of size (25cm x 12cm x 8cm) in cement mortar (1:4) in superstructure - Brickwork with K.B. Bricks of size (25cm x 12cm x 8cm) in cement mortar (1:4) in superstructure having crushing strength not less than 75.00 Kg/cm2 with dimensional tolerance ±8 percent immerging 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. 7.81908 Cum - - 1 7.81908 0.28 2.1893424 - - - - - - - - - - 350 2736.678
Total Qty 1.799172 30.016214881 5.7049049 1.728 1006.7575 2.2365 1.4769252 2.2153878 2736.678
Rate Per Unit 42.25 0 42.25 184.5 0 0 184.5 184.5 0.04025
Total Amount 76.015017 0 241.032232025 318.816 0 0 272.4926994 408.7390491 110.1512895
Total Royalty Amount (in Rs.): 1427.246287025
ADDITION COMPONENT
S/N Item Name Amount (in Rs.)
1 Display Citizen Board @ Rs. 824 Rs. 824
2 Contingency @ Rs. 1179.96 Rs. 1179.96
Total Addition Component Amount (in Rs.): 2003.96
DEDUCTION COMPONENT
Sl.No. Item Name Amount (in Rs.)
1 Contingency @ Rs. 1179.96 Rs. 1179.96
2 Royalty @ Rs. 1063.0671115 Rs. 1063.0671115
3 Additional Royalty @ Rs. 204.7191088 Rs. 204.7191088
4 EMF @ Rs. 53.153355575 Rs. 53.153355575
5 DMF @ Rs. 106.30671115 Rs. 106.30671115
6 Empty Gunny Bag (Cement x Gunny Bag Rate : 16 x 3.945) @ 244.59 Rs. 244.59
7 Labour Cess @ 1% Rs. 1199.9891858981
Total Deduction Component Amount (in Rs.): 4051.7854729231
Total Net Amount (in Rs.): 115947.13311689
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