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State: Odisha District: Angul Block: Banarpal Gram Panchayat: Ranigodajungle
Work Code: OD/344/3278/275378/404227/00067193 (Renov of Radhagovinda Temple at Ranigoda)
Project Category: Religious Structures
Financial Year: 2023-24 Execution Level: ps
Executing Agency: Panchayat Samiti, Banarpal Proposal Date: -
Date of Commencement: 11-12-2025 Date of Completion: 24-01-2026
Scheme Name: Chief Minister Special Assistant Scheme Component Name: Chief Minister Special Assistance (CM-SA)
Project Sub-Category: Religious Structures Project Type: Renovation or Rejuvenation
Name of Executant: Mahesh Kumar samal
Administrative Approval Details
Approval No.: OD/344/3278/275378/404227/00067193/AS
Technical Sanction Details
Technical Sanction No.: OD/344/3278/275378/404227/00067193/TS
Fund Sanction No.: 299
Fund Sanction Amount (in Rs.): 400000
MATERIAL STATEMENT
Sl.No. Activity Name Quantity (A) Unit BRM029 BRM340 BRM028 BRM044 BRM006 BRMMR0025 BRM060 BRM052 BRM104 BRM092 BRM084 BRM094 BRM162 BRM341 BRM064 BRM131 BRMMR0027 BRM138 BRM255
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 14.7312 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. 6.8052 Cum 1 6.8052 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
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. 3.3292 Cum - - 2.29 7.623868 0.48 1.598016 0.96 3.196032 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
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. 3.564 Cum - - 0.672 2.395008 0.28 0.99792 - - 400 1425.6 - - - - - - - - - - - - - - - - - - - - - - - - - - - -
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. 12.0285 Cum - - 0.672 8.083152 0.28 3.36798 - - 400 4811.4 1 12.0285 - - - - - - - - - - - - - - - - - - - - - - - - - -
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.) 2.628 Cum - - 3.4733 9.1278324 0.45 1.1826 - - - - - - 0.36 0.94608 0.54 1.41912 0.004005 0.01052514 0.189 0.496692 - - - - - - - - - - - - - - - - - -
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) 1.7235 Cum - - 3.4733 5.98623255 0.45 0.775575 - - - - - - 0.36 0.62046 0.54 0.93069 0.01335 0.023008725 0.63 1.085805 - - - - - - - - - - - - - - - - - -
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) 2.199 Cum - - 3.4733 7.6377867 0.45 0.98955 - - - - - - 0.36 0.79164 0.54 1.18746 0.041529 0.091322271 - - 4.4196 9.7187004 - - - - - - - - - - - - - - - -
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) 0.7245 Cum - - 3.4733 2.51640585 0.45 0.326025 - - - - - - 0.36 0.26082 0.54 0.39123 0.0741335 0.05370972075 - - - - 3.7695 2.73100275 - - - - - - - - - - - - - -
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) 3.4138 Cum - - 3.4733 11.85715154 0.45 1.53621 - - - - - - 0.36 1.228968 0.54 1.843452 0.0502172 0.17143147736 - - 6.2216 21.23929808 - - - - - - - - - - - - - - - -
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. 9 Qntl - - - - - - - - - - - - - - - - - - - - - - - - 0.8 7.2 1.05 9.45 - - - - - - - - - -
12 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) 23.058 Sqm - - 0.1208 2.7854064 0.0169 0.3896802 - - - - - - - - - - - - - - - - - - - - - - 0.0169 0.3896802 - - - - - - - -
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. 58.596 Sqm - - 0.0358 2.0977368 0.015 0.87894 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
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. 45.068 Sqm - - 0.043 1.937924 0.018 0.811224 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
15 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. 17.38 Sqm - - 0.1375 2.38975 0.015 0.2607 - - - - - - - - - - - - - - - - - - - - - - - - 1 17.38 1 17.38 - - - -
16 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. 1.932 Qntl - - - - - - - - - - - - - - - - - - - - - - - - - - 1 1.932 - - - - - - - - - -
17 Painting(AR0901ai) :.Priming one coat in outer surface with primer of approved quality over woodwork - Priming one coat in outer 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. 58.596 Sqm - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0.075 4.3947 - -
18 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. 45.068 Sqm - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0.075 3.3801 - -
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. 58.596 Sqm - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0.075 4.3947
Total Qty 6.8052 64.43825424 13.1144202 3.196032 6237 12.0285 3.847968 5.771952 0.34999733411 1.582497 30.95799848 2.73100275 7.2 11.382 0.3896802 17.38 17.38 7.7748 4.3947
Rate Per Unit 413.05 545.427 743.49 1661.86 5.36398 33 2071.83 2048.9 58573.086 229.106 250.166 240.106 90.1 6380.717 1458.74 660.6811111 8.5 155.32787 195.03787
Total Amount 2810.88786 35146.36369536 9750.440274498 5311.35773952 33455.14326 396.9405 7972.33554144 11826.1524528 20500.423950596 362.559557682 7744.6386477477 655.7301462915 648.72 72625.320894 568.442094948 11482.637710918 147.73 1207.643123676 857.132927289
Total Material Amount (in Rs.): 223470.60037677
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