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State: Odisha District: Dhenkanal Block: Hindol Gram Panchayat: Babandha
Work Code: OD/352/3352/117310/403103/00061668 (Const of Community Centre at Surat Harijan sahi)
Project Category: Building
Financial Year: 2025-26 Execution Level: ps
Executing Agency: Panchayat Samiti, Hindol Proposal Date: -
Date of Commencement: 20-03-2026 Date of Completion: -
Scheme Name: SFC Devolution of Fund Scheme Component Name: 5TH SFC DEVOLUTION GRANT TO ZILLA PARISHAD
Project Sub-Category: Community Centre Project Type: New Work
Name of Executant: MUNARAM MURMU
Administrative Approval Details
Approval No.: OD/352/3352/117310/403103/00061668/AS
Technical Sanction Details
Technical Sanction No.: OD/352/3352/117310/403103/00061668/TS
Fund Sanction No.: 3850
Fund Sanction Amount (in Rs.): 364291
MATERIAL STATEMENT
Sl.No. Activity Name Quantity (A) Unit BRM029 BRM340 BRM028 BRM044 BRM060 BRM052 BRM104 BRM092 BRM084 BRM094 BRM005 BRMMR0025 BRMM332 BRMMR0027 CON026 BRM132 BRM064 BRM138 BRM142 BRM255 BRM341 BRMM105 BRM162 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) 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 11.00532432 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. 13.6561732352 Cum 1 13.6561732352 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
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. 2.4285620352 Cum - - 2.29 5.561407060608 0.48 1.165709776896 0.96 2.331419553792 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
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.) 2.265344 Cum - - 3.4733 7.8682193152 0.45 1.0194048 - - 0.36 0.81552384 0.54 1.22328576 0.004005 0.00907270272 0.189 0.428150016 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
5 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) 0.9035847838464 Cum - - 3.4733 3.1384210297337 0.45 0.40661315273088 - - 0.36 0.3252905221847 0.54 0.48793578327706 0.01335 0.012062856864349 0.63 0.56925841382323 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
6 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) 1.7743970625792 Cum - - 3.4733 6.1630133174563 0.45 0.79847867816064 - - 0.36 0.63878294252851 0.54 0.95817441379277 0.041529 0.073688935611852 - - 4.4196 7.842125257775 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
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) 0.7185132016128 Cum - - 3.4733 2.4956119031617 0.45 0.32333094072576 - - 0.36 0.25866475258061 0.54 0.38799712887091 0.0741335 0.053265898431763 - - - - 3.7695 2.7084355134794 - - - - - - - - - - - - - - - - - - - - - - - - - - - -
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) 1.8074740299264 Cum - - 3.4733 6.2778995481434 0.45 0.81336331346688 - - 0.36 0.6506906507735 0.54 0.97603597616026 0.0502172 0.09076628485562 - - 6.2216 11.24538042459 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
9 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. 2.7581043452928 Cum - - 0.672 1.8534461200368 0.28 0.77226921668198 - - - - - - - - - - - - - - 350 965.33652085248 - - - - - - - - - - - - - - - - - - - - - - - - - -
10 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. 9.9602092248064 Cum - - 0.672 6.6932605990699 0.28 2.7888585829458 - - - - - - - - - - - - - - 350 3486.0732286822 1 9.9602092248064 - - - - - - - - - - - - - - - - - - - - - - - -
11 Flooring (AR0817ad) :.Fixing Vitrified Tile 600mm x 1200mm size of approved shade and make (Single Charge) in dados skirting and risers of steps on 12mm thick cement plaster (1:3) - Fixing Vitrified Tile 600mm x 1200mm size of approved shade and make (Single Charge) 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. 10.953728215 Sqm - - 0.1375 1.5061376295625 0.015 0.164305923225 - - - - - - - - - - - - - - - - - - 1 10.953728215 1 10.953728215 0.1375 1.5061376295625 - - - - - - - - - - - - - - - - - -
12 Flooring (AR0817bbk) :.Fixing Vitrified tiles of premium grade having thickness 8mm to 10mm confirming to IS 13756 of size 600mmx600mm Coloured /Printed series(Homogeneous) in wall cladding/ glazed tiles on 12mm thick cement plaster (1:3)(For repair and maintenance) - Fixing Vitrified tiles of premium grade having thickness 8mm to 10mm confirming to IS 13756 of size 600mmx600mm Coloured /Printed series(Homogeneous) in wall cladding/ glazed tiles 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(For repair and maintenance). 1.672254 Sqm - - 0.1375 0.229934925 0.015 0.02508381 - - - - - - - - - - - - - - - - - - - - - - - - 1 1.672254 - - - - - - - - - - - - - - - -
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. 46.6940883136 Sqm - - 0.0358 1.6716483616269 0.015 0.700411324704 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
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. 35.71005514 Sqm - - 0.043 1.53553237102 0.018 0.64278099252 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
15 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) 17.9698185168 Sqm - - 0.1208 2.1707540768294 0.0169 0.30368993293392 - - - - - - - - - - - - - - - - - - - - - - - - - - 0.0169 0.30368993293392 - - - - - - - - - - - - - -
16 Plastering (AR1026k) :.6mm thick cement Plaster in CM (1:4) over R.C.C. surfaces in inside (inside)(For repair and maintenance). - 6mm thick cement Plaster in CM (1:4) over R.C.C. surfaces in inside with proper level and line, curing for the proper period with cost conveyance, royalty, taxes of all materials, labor, and T & P required for the work, etc comp. and as per the direction of the Engineer-in-charge(For repair and maintenance). 10.683845 Sqm - - 0.0271 0.2895321995 0.0075 0.0801288375 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
17 Painting(AR0901a) :.Priming one coat in inner surface with primer of approved quality over woodwork - Priming one coat in inner surface with primer of approved quality over woodwork including cost conveyance, taxes of all materials, labor and T&P required for the work complete as per direction of the Engineer-in-charge. 93.08787697 Sqm - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0.075 6.98159077275 - - - - - - - - - - - -
18 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) 46.39390014 Sqm - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0.25 11.598475035 - - - - - - - - - -
19 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. 46.69397683 Sqm - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0.075 3.50204826225 - - - - - - - -
20 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. 2.75335 Qntl - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 2.75335 - - - - - -
21 miscellaneous(ARM105) :.Labour for fitting and fixing of M.S. window grills including cost of screws complete. (Iron works) and as directed by Engineer-in-Charge. - Labour for fitting and fixing of M.S. window grills including cost of screws complete. (Iron works) and as directed by Engineer-in-Charge. 6.67136443 Sqm - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 6.67136443 - - - -
22 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. 6.94 Qntl - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1.05 7.287 - - 0.8 5.552 - -
23 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) 19.279695075 Sqm - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0.125 2.409961884375
Total Qty 13.6561732352 47.454818456949 10.004429282491 2.331419553792 2.6889527080673 4.033429062101 0.23885667848358 0.99740842982323 19.087505682365 2.7084355134794 4451.4097495347 9.9602092248064 10.953728215 10.953728215 1.5061376295625 1.672254 0.30368993293392 6.98159077275 11.598475035 3.50204826225 10.04035 6.67136443 5.552 2.409961884375
Rate Per Unit 478.15 559.747 743.49 1596.76 2003.51 1983.8 58573.086 229.106 250.166 240.106 6.2828 33 611.26 8.5 0 708.6338891 1394.31 155.44677 70.46677 195.15677 6187.687 16.22 90.1 205.70677
Total Amount 6529.6992324109 26562.692266822 7438.1931272391 3722.7174867129 5387.34364014 8001.5165733959 13990.572770493 228.51225572308 4775.0449465346 650.3116173995 27967.317174377 328.68690441861 6695.5759087009 93.1066898275 0 1185.015855583 423.43791038909 1085.2657350858 817.30707264209 683.44842724482 62126.54317045 108.2095310546 500.2352 495.74547505789
Total Material Amount (in Rs.): 179796.4989717
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