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State: Odisha District: Sambalpur Block: Naktideul Gram Panchayat: Naktideul
Work Code: OD/371/3564/121390/382535/00045462 (CONSTRUCTION OF BOUNDRYWALL AT NAKTIDEUL BLOCK COLONY)
Project Category: Building
Financial Year: 2021-22 Execution Level: ps
Executing Agency: Panchayat Samiti, Naktideul Proposal Date: -
Date of Commencement: 16-08-2025 Date of Completion: 26-11-2025
Scheme Name: 5th SFC Grant in Aid Scheme Component Name: Maintenance of Capital Assets
Project Sub-Category: Staff Quarter Project Type: New Work
Name of Executant: Yogindra Seth
Administrative Approval Details
Approval No.: OD/371/3564/121390/382535/00045462/AS
Technical Sanction Details
Technical Sanction No.: OD/371/3564/121390/382535/00045462/TS
Fund Sanction No.:
Fund Sanction Amount (in Rs.): 1000000
MATERIAL STATEMENT
Sl.No. Activity Name Quantity (A) Unit BRM029 BRM340 BRM028 BRM044 BRM060 BRM052 BRM104 BRM092 BRM084 BRMMR0025 BRM006 BRM162 BRM341 BRM255 BRM253 BRM137 BRM141
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) 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 36.45 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. 4.374 Cum 1 4.374 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
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. 4.374 Cum - - 2.29 10.01646 0.48 2.09952 0.96 4.19904 - - - - - - - - - - - - - - - - - - - - - - - - - -
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. 252 Sqm - - 0.0358 9.0216 0.015 3.78 - - - - - - - - - - - - - - - - - - - - - - - - - - - -
5 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. 252 Sqm - - 0.043 10.836 0.018 4.536 - - - - - - - - - - - - - - - - - - - - - - - - - - - -
6 R.C.C. Work (AR0404B) :.Reinforced cement concrete work of M-20 grade with 20mm & downgrade size black hard crusher broken granite chips.(Nominal mix as per IS-456, Table-9). - R.C.C. work of M-20 grade with 20mm & downgrade 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(Nominal mix as per IS-456, Table-9). 23.331375 Cum - - 3.4733 81.0368647875 0.45 10.49911875 - - 0.36 8.399295 0.54 12.5989425 - - - - - - - - - - - - - - - - - - - - - -
7 R.C.C. Work (AR0410c) :.R.C.C. foundation , plinth band and footings bases of columns mass concrete precast slabs etc - Rigid and smooth centring and shuttering for R.C.C. works including false works and dismantling them after casting including cost of materials complete in ground floor R.C.C. foundation, plinth band and footings bases of columns mass concrete precast slabs, etc 91.98 Sqm - - - - - - - - - - - - 0.00267 0.2455866 0.126 11.58948 - - - - - - - - - - - - - - - - - -
8 R.C.C. Work (AR0410d) :.Rigid and smooth centering and shuttering for R.C.C. works including false works and dismantling them after casting - Rigid and smooth centring and shuttering for R.C.C. works including false works and dismantling them after casting including cost of materials complete in ground floor R.C.C. beams, column, grider and bressmer, etc. Data for 4.2sqm 164.25 Sqm - - - - - - - - - - - - 0.0051904761904762 0.85253571428571 - - 0.55238095238095 90.728571428571 - - - - - - - - - - - - - - - -
9 Masonry Brick Work (AR0603ci) :.Flyash Bricks of size (25cm x 12cm x 8cm) in cement mortar (1:6) in superstructure - Brickwork with Flyash Bricks of size (23cm x 11cm 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. 49.266 Cum - - 0.672 33.106752 0.28 13.79448 - - - - - - - - - - - - 1 49.266 400 19706.4 - - - - - - - - - - - -
10 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. 20.889 Qntl - - - - - - - - - - - - - - - - - - - - - - 0.8 16.7112 1.05 21.93345 - - - - - - - -
11 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. 545.4 Sqm - - - - - - - - - - - - - - - - - - - - - - - - - - 0.075 40.905 - - - - - -
12 Painting(AR0901d) :.Priming one coat with inner surface primer of approved quality water-bound primer over plastering surfaces (Inner surface) - Priming one coat with inner surface primer of approved quality water-bound primer over plastering surfaces including cost conveyance, taxes of all materials, labor and T&P required for the work complete as per direction of the Engineer-in-charge. 545.4 Sqm - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0.084 45.8136 - - - -
13 Painting(AR0903b) :.Painting two coats of enamel paint with a coat of red oxide primer over iron surface - Painting two coats of enamel paint with a coat of red oxide primer over iron surface including all costs of labour, Paint, Primer, brushes and putty required for the work etc. complete and as per direction of Engineer-in-charge. 2.7 Sqm - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0.054 0.1458 0.125 0.3375
Total Qty 4.374 144.0176767875 34.70911875 4.19904 8.399295 12.5989425 1.0981223142857 11.58948 90.728571428571 49.266 19706.4 16.7112 21.93345 40.905 45.8136 0.1458 0.3375
Rate Per Unit 346.01 562.787 352.89 1486.41 1955.08 1918.7 58573.086 229.106 250.166 33 5.24616 90 6723.027 195.03787 159.27787 142.94787 205.58787
Total Amount 1513.44774 81051.276266207 12248.500915688 6241.4950464 16421.2936686 24173.59097475 64320.412753176 2655.21940488 22697.2038 1625.778 103382.927424 1504.008 147459.17655315 7978.02407235 7297.092625032 20.841799446 69.385906125
Total Material Amount (in Rs.): 500659.6749498
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