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State: Odisha District: Kalahandi Block: Narala Gram Panchayat: Rupra Road
Work Code: OD/358/3420/118842/422759/00020255 (Provision Of Facility Centre At Rupra Road GP Office)
Project Category: Building
Financial Year: 2023-24 Execution Level: ps
Executing Agency: Panchayat Samiti, Narala Proposal Date: -
Date of Commencement: 18-09-2025 Date of Completion: 31-12-2025
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: SANJUKTA PANI
Administrative Approval Details
Approval No.: OD/358/3420/118842/422759/00020255/AS
Technical Sanction Details
Technical Sanction No.: OD/358/3420/118842/422759/00020255/TS
Fund Sanction No.: 12438
Fund Sanction Amount (in Rs.): 1000000
MATERIAL STATEMENT
Sl.No. Activity Name Quantity (A) Unit BRM340 BRM028 BRM044 BRM029 BRM104 BRM092 BRM084 BRM162 BRM341 BRM131 BRMMR0027 BRM130 BRM129 BRM140 BRM060 BRM052 BRM057 BRM141 BRM255 BRM005 BRMMR0025
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 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. 9.67655 Cum 2.29 22.1592995 0.48 4.644744 0.96 9.289488 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
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. 4.33575 Cum - - - - - - 1 4.33575 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
3 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 40.47587 Cum - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
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. 114.9 Sqm 0.0358 4.11342 0.015 1.7235 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
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. 178.948 Sqm 0.043 7.694764 0.018 3.221064 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
6 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 26.352 Sqm - - - - - - - - 0.00267 0.07035984 0.126 3.320352 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
7 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 51.24415 Sqm - - - - - - - - 0.0051904761904762 0.26598154047619 - - 0.55238095238095 28.306292380952 - - - - - - - - - - - - - - - - - - - - - - - - - - - -
8 R.C.C. Work (AR0410a) :.Centring & Shuttering for R.C.C. floor and roof slabs, landings,balconies, projecting sun shades and chajjas - 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. floor and roof slabs, landings, balconies, projecting sun shades and chajjas up to 4.3m height 77.5492 Sqm - - - - - - - - 0.0050222222222222 0.38946931555556 - - 0.62222222222222 48.252835555556 - - - - - - - - - - - - - - - - - - - - - - - - - - - -
9 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. 25.1 Qntl - - - - - - - - - - - - - - 0.8 20.08 1.05 26.355 - - - - - - - - - - - - - - - - - - - - - - - -
10 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. 39.77 Sqm 0.1375 5.468375 0.015 0.59655 - - - - - - - - - - - - - - 1 39.77 1 39.77 - - - - - - - - - - - - - - - - - - - -
11 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. 8.9856 Sqm 0.2737 2.45935872 0.013 0.1168128 - - - - - - - - - - - - - - - - 1 8.9856 1 8.9856 - - - - - - - - - - - - - - - - - -
12 Flooring (AR0817b) :.Fixing ceramic tiles (20cmx30cm / 20cmx20cm special plain/printed series ceramic wall tiles of premium grade having thickness 6.5mm to 6.7mm confirming to IS 13753) - Fixing ceramic tiles (20cmx30cm / 20cmx20cm special plain/printed series ceramic wall tiles of premium grade having thickness 6.5mm to 6.7mm confirming to IS 13753) in wall cladding on 12mm thick cement plaster (1:3) jointed with neat cement slurry mixed with pigments to match the shade of the ceramic tiles including rubbing and polishing, cost of precast tiles complete as per direction of Engineer-in-charge. 46.17 Sqm 0.1375 6.348375 0.015 0.69255 - - - - - - - - - - - - - - - - - - - - 1 46.17 - - - - - - - - - - - - - - - -
13 Painting(AR0919) :.Finishing wall One Coat with plastic emulsion paint of approved shades on old work (Inside) - Finishing wall One Coat with plastic emulsion paint of approved shades on old 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) 95.068 Sqm - - - - - - - - - - - - - - - - - - - - - - - - - - 0.075 7.1301 - - - - - - - - - - - - - -
14 R.C.C. Work (AR0404A) :.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. complete and as per direction of Engineer-in charge. (excluding centring and shuttering) 25.360315 Cum 3.4733 88.0839820895 0.45 11.41214175 - - - - - - - - - - - - - - - - - - - - - - - - 0.36 9.1297134 0.54 13.6945701 - - - - - - - - - -
15 Flooring (AR0802ii) :.2.5 cm thick A.S. flooring in C.C (1:2:4) with 12 mm size HG Hand broken chips - 2.5 cm thick A.S. flooring in C.C (1:2:4) with 12 mm size HG Hand broken chips including punning incl. cost, conveyance & royalty of materials as per direction of Engineer-in-charge. 4 Sqm 0.0858 0.3432 0.012 0.048 - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0.023 0.092 - - - - - - - -
16 Painting(AR0902) :.Painting one coat of enamel on new wood work in inner surface - Painting one coat of enamel on new wood work in inner surface including all costs of labour, Paint, Primer and brushes required for the work etc. complete and as per direction of Engineer-in-charge. 16.83 Sqm - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0.075 1.26225 - - - - - -
17 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. 129.1638 Sqm - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0.075 9.687285 - - - -
18 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. 3.6045 Qntl - - - - - - - - - - - - - - - - 1 3.6045 - - - - - - - - - - - - - - - - - - - - - - - -
19 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. 14.8709 Cum 0.672 9.9932448 0.28 4.163852 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 350 5204.815 - -
20 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. 23.89902 Cum 0.672 16.06014144 0.28 6.6917256 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 350 8364.657 1 23.89902
Total Qty 162.7241605495 33.31094015 9.289488 4.33575 0.72581069603175 3.320352 76.559127936508 20.08 29.9595 39.77 48.7556 8.9856 46.17 7.1301 9.1297134 13.6945701 0.092 1.26225 9.687285 13569.472 23.89902
Rate Per Unit 634.937 678.39 1531.66 413.05 58573.086 229.106 250.166 90.1 5314.687 660.6811111 8.5 459.6811111 414.8011111 249.58787 1931.41 1916.41 1621.6 205.64732 189.74787 6.30115 33
Total Amount 103319.59032682 22597.808688358 14228.33719008 1790.8815375 42512.972318387 760.712565312 19152.490799364 1809.208 159225.3651765 26275.287788447 414.4226 4130.5105919002 19151.367299487 1779.586471887 17633.219757894 26244.411085341 149.1872 259.57832967 1838.141694833 85503.2784928 788.66766
Total Material Amount (in Rs.): 549565.02557458
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