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State: Odisha District: Nabarangpur Block: Umerkote Gram Panchayat: Badakumari
Work Code: OD/366/3522/120571/427397/00064345 (Construction of Vana Suraksha Samiti Building at Khutuguda)
Project Category: Building
Financial Year: 2023-24 Execution Level: ps
Executing Agency: Panchayat Samiti, Umerkote Proposal Date: -
Date of Commencement: 14-11-2025 Date of Completion: -
Scheme Name: Construction of Vana Suraksha Samiti Building Scheme Component Name: Construction of Buildings for Vana Suraksha Samiti
Project Sub-Category: Vana Suraksha Samiti Building Project Type: New Work
Name of Executant: SAMRAT PRASAN DAS
Administrative Approval Details
Approval No.: OD/366/3522/120571/427397/00064345/AS
Technical Sanction Details
Technical Sanction No.: OD/366/3522/120571/427397/00064345/TS
Fund Sanction No.: 18342
Fund Sanction Amount (in Rs.): 850000
MATERIAL STATEMENT
Sl.No. Activity Name Quantity (A) Unit BRM029 BRM340 BRM028 BRM044 BRM060 BRM052 BRM104 BRM092 BRM162 BRM341 BRMMR0025 BRM005 BRM064 BRMMR0027 BRM130 BRM131 BRM253 BRM142 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) 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 32.907375 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. 9.577125 Cum 1 9.577125 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
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. 26.96055 Cum - - 2.29 61.7396595 0.48 12.941064 0.96 25.882128 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
4 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.) 16.373668 Cum - - 3.4733 56.8706610644 0.45 7.3681506 - - 0.36 5.89452048 0.54 8.84178072 0.004005 0.06557654034 0.189 3.094623252 - - - - - - - - - - - - - - - - - - - - - -
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. 16.3 Qntl - - - - - - - - - - - - - - - - 0.8 13.04 1.05 17.115 - - - - - - - - - - - - - - - - - -
6 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. 25.0217 Cum - - 0.672 16.8145824 0.28 7.006076 - - - - - - - - - - - - - - 1 25.0217 350 8757.595 - - - - - - - - - - - - - -
7 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. 89.155 Sqm - - 0.043 3.833665 0.018 1.60479 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
8 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. 101.7 Sqm - - 0.0358 3.64086 0.015 1.5255 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
9 Concrete (AR0317) :.2.5 cm thick grading concrete (1:2:2) on roof slab with 6mm size hard granite chips - 2.5 cm thick grading concrete (1:2:2) on roof slab with 6mm size hard granite chips including hoisting and laying in position compacting and curing for proper period with cost conveyance, royalty, taxes of all materials, labour and T&P required for the work etc. complete as per specificaion and direction of Engineer-in charge. (new work) 40.87 Sqm - - 0.1208 4.937096 0.0169 0.690703 - - - - - - - - - - - - - - - - - - 0.0169 0.690703 - - - - - - - - - - - -
10 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. 37.89 Sqm - - 0.2737 10.370493 0.013 0.49257 - - - - - - - - - - - - - - - - - - - - 1 37.89 1 37.89 - - - - - - - -
11 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. 6.62 Sqm - - 0.1375 0.91025 0.015 0.0993 - - - - - - - - - - - - - - - - - - - - 1 6.62 - - 1 6.62 - - - - - -
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. 2.916 Qntl - - - - - - - - - - - - - - - - - - 1 2.916 - - - - - - - - - - - - - - - - - -
13 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. 190.855 Sqm - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0.084 16.03182 - - - -
14 Painting(AR0922) :.Finishing wall two coats with distemper of approved shades on new work (Inside) - 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) 190.855 Sqm - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0.25 47.71375 - -
15 Painting(AR0903i) :.Painting two coats of enamel paint in outer surface paint (outer surface) - Painting two coats of enamel paint in outer surface paint including all costs of labour, Paint and brushes required for the work etc. complete and as per direction of Engineer-in-charge.(Outside) 26.1 Sqm - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0.125 3.2625
Total Qty 9.577125 159.1172669644 31.7281536 25.882128 5.89452048 8.84178072 0.06557654034 3.094623252 13.04 20.031 25.0217 8757.595 0.690703 44.51 37.89 6.62 16.03182 47.71375 3.2625
Rate Per Unit 613.558 574.416 617.748 1570.72 1994.14 1957.76 58582.598 238.618 90.1 7802.726 33 6.0361 1425.67 8.5 460.0083889 661.0083889 159.28976 70.35976 205.59976
Total Amount 5876.12166075 91399.504020623 19600.003430093 40653.57609216 11754.499069987 17310.084622387 3841.644100969 738.43281114574 1174.904 156296.404506 825.7161 52861.7191795 984.71454601 378.335 17429.717855421 4375.875534518 2553.7047601632 3357.1279987 670.769217
Total Material Amount (in Rs.): 432082.85450543
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