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State: Odisha District: Sambalpur Block: Jamankira Gram Panchayat: Dhudipali
Work Code: OD/371/3560/121314/381532/00116223 (Provision of Facility Centre At Dhudipali GP Office)
Project Category: Building
Financial Year: 2022-23 Execution Level: ps
Executing Agency: Panchayat Samiti, Jamankira Proposal Date: -
Date of Commencement: 10-04-2026 Date of Completion: -
Scheme Name: 5th SFC Grant in Aid Scheme Component Name: Provision of Facilities at GP Head Quarter
Project Sub-Category: GP Facility Centre Project Type: New Work
Name of Executant: BIDYA TUDU
Administrative Approval Details
Approval No.: OD/371/3560/121314/381532/00116223/AS
Technical Sanction Details
Technical Sanction No.: OD/371/3560/121314/381532/00116223/TS
Fund Sanction No.:
Fund Sanction Amount (in Rs.): 1000000
MATERIAL STATEMENT
Sl.No. Activity Name Quantity (A) Unit BRM029 BRM340 BRM028 BRM044 BRM006 BRMMR0025 BRM060 BRM052 BRM104 BRM092 BRM084 BRM094 BRM162 BRM341 BRM255 BRM252 BRM142 BRM131 BRMMR0027
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) 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 34.776 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. 26.852625 Cum 1 26.852625 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
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. 8.54325 Cum - - 2.29 19.5640425 0.48 4.10076 0.96 8.20152 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
4 Masonry Brick Work (AR0603c) :.Flyash Bricks of size (23cm x 11cm x 8cm) in cement mortar (1:6) in foundation and plinth - Brickwork with Flyash Bricks of size (23cm x 11cm 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. 16.38912 Cum - - 0.672 11.01348864 0.28 4.5889536 - - 400 6555.648 - - - - - - - - - - - - - - - - - - - - - - - - - - - -
5 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. 21.7212 Cum - - 0.672 14.5966464 0.28 6.081936 - - 400 8688.48 1 21.7212 - - - - - - - - - - - - - - - - - - - - - - - - - -
6 R.C.C. Work (AR0404Aa) :.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 foundation, footing bases of column, mass concreate, pre-cast slabs etc.) 3.412125 Cum - - 3.4733 11.8513337625 0.45 1.53545625 - - - - - - 0.36 1.228365 0.54 1.8425475 0.004005 0.013665560625 0.189 0.644891625 - - - - - - - - - - - - - - - - - -
7 R.C.C. Work (AR0404Ab) :.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 Plinth band) 2.050933 Cum - - 3.4733 7.1235055889 0.45 0.92291985 - - - - - - 0.36 0.73833588 0.54 1.10750382 0.01335 0.02737995555 0.63 1.29208779 - - - - - - - - - - - - - - - - - -
8 R.C.C. Work (AR0404Ac) :.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 Beams, Column, Girder & Bressmer etc) 4.604615 Cum - - 3.4733 15.9932092795 0.45 2.07207675 - - - - - - 0.36 1.6576614 0.54 2.4864921 0.041529 0.191225056335 - - 4.4196 20.350556454 - - - - - - - - - - - - - - - -
9 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) 1.242 Cum - - 3.4733 4.3138386 0.45 0.5589 - - - - - - 0.36 0.44712 0.54 0.67068 0.0741335 0.092073807 - - - - 3.7695 4.681719 - - - - - - - - - - - - - -
10 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) 8.11625 Cum - - 3.4733 28.190171125 0.45 3.6523125 - - - - - - 0.36 2.92185 0.54 4.382775 0.0502172 0.4075753495 - - 6.2216 50.496061 - - - - - - - - - - - - - - - -
11 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. 22 Qntl - - - - - - - - - - - - - - - - - - - - - - - - 0.8 17.6 1.05 23.1 - - - - - - - - - -
12 Iron Work(AR1704) :.Iron Doors and windows fixing - Supplying, fitting & fixing of Mild steel and put up for frames & shutters of Doors and windows fixing in position with cost, conveyance, taxes of all materials, labours and T & P required for the work etc. as per direction of Engineer-in-charge. 2.690388 Qntl - - - - - - - - - - - - - - - - - - - - - - - - - - 1 2.690388 - - - - - - - - - -
13 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. 108.42 Sqm - - 0.0358 3.881436 0.015 1.6263 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
14 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. 90.42 Sqm - - 0.043 3.88806 0.018 1.62756 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
15 Painting(AR0918ca) :.Finishing wall two coats with weather coat with one coat oilbound Primer - Finishing wall surface two coats with weather coat with one coat oilbound Primer including all costs of labour, Paint, Primer, Brushes and putty required for the work etc. complete and as per direction of Engineer-in-charge.(Outside) 90.42 Sqm - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0.125 11.3025 0.084 7.59528 - - - - - -
16 Painting(AR0922) :.First Floor - 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) 164.42 Sqm - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0.25 41.105 - - - -
17 Flooring (AR0817aa) :.Fixing Vitrified tiles of premium grade having thickness 8mm to 10mm confirming to IS 13756 of size 600mmx600mm plain (Ivory) in dados skirting and risers of steps on 12mm thick cement plaster (1:3) - Fixing Vitrified tiles of premium grade having thickness 8mm to 10mm confirming to IS 13756 of size 600mmx600mm plain (Ivory) in dados skirting and risers of steps on 12mm thick cement plaster (1:3) jointed with neat cement slurry mixed with pigments to match the shade of the Vitrified tiles including rubbing and polishing complete including cost of precast tiles. 52.2 Sqm - - 0.1375 7.1775 0.015 0.783 - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 52.2 1 52.2
Total Qty 26.852625 127.5932318959 27.55017495 8.20152 15244.128 21.7212 6.99333228 10.48999842 0.73191972901 1.936979415 70.846617454 4.681719 17.6 25.790388 11.3025 7.59528 41.105 52.2 52.2
Rate Per Unit 541.31 596.512 548.19 1616.61 5.71744 33 2085.28 2048.9 58573.086 229.106 250.166 240.106 90 6459.252 195.33512 126.04512 70.64512 667.7830561 8.5
Total Amount 14535.59443875 76110.893944687 15102.730405841 13258.6592472 87157.38719232 716.7996 14583.055936838 21492.957762738 42870.797232399 443.77360585299 17723.414901997 1124.108822214 1584 166586.61526978 2207.7751938 957.3479790336 2903.8676576 34858.27552842 443.7
Total Material Amount (in Rs.): 514661.75471947
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