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State: Odisha District: Koraput Block: Koraput Gram Panchayat: Kendar
Work Code: OD/363/3471/119802/428920/00014818 (VSS building at Dayanidhiguda)
Project Category: Building
Financial Year: 2023-24 Execution Level: ps
Executing Agency: Panchayat Samiti, Koraput Proposal Date: -
Date of Commencement: 15-11-2025 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: SWARNAPRAVA MOHANTY
Administrative Approval Details
Approval No.: OD/363/3471/119802/428920/00014818/AS
Technical Sanction Details
Technical Sanction No.: OD/363/3471/119802/428920/00014818/TS
Fund Sanction No.: 18342
Fund Sanction Amount (in Rs.): 850000
MATERIAL STATEMENT
Sl.No. Activity Name Quantity (A) Unit BRM029 BRM340 BRM028 BRM044 BRM034 BRM060 BRM052 BRM104 BRM092 BRM084 BRM094 BRM162 BRM341 BRM064 BRM006 BRM174 BRM131 BRMMR0027 BRM130 BRM129 BRM140 BRM252 BRM255 BRM137 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) 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 26.875125 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. 21.58863 Cum 1 21.58863 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
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. 5.93623 Cum - - 2.29 13.5939667 0.48 2.8493904 0.96 5.6987808 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
4 Masonry Stone Work (AR0703) :.Random rubble H.G. stone of masonry. - Random rubble H.G. stone of size not less than 0.0025 cum stacked masonry in cement mortar (1:6) in foundation and plinth including watering, curing for seven days 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. 14.388435 Cum - - 0.8151 11.7280133685 0.34 4.8920679 - - 1 14.388435 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
5 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.) 7.60806 Cum - - 3.4733 26.425074798 0.45 3.423627 - - - - 0.36 2.7389016 0.54 4.1083524 0.004005 0.0304702803 0.189 1.43792334 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
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) 3.557525 Cum - - 3.4733 12.3563515825 0.45 1.60088625 - - - - 0.36 1.280709 0.54 1.9210635 0.041529 0.147740455725 - - 4.4196 15.72283749 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
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) 1.691213 Cum - - 3.4733 5.8740901129 0.45 0.76104585 - - - - 0.36 0.60883668 0.54 0.91325502 0.01335 0.02257769355 0.63 1.06546419 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
8 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) 1.102965 Cum - - 3.4733 3.8309283345 0.45 0.49633425 - - - - 0.36 0.3970674 0.54 0.5956011 0.0741335 0.0817666558275 - - - - 3.7695 4.1576265675 - - - - - - - - - - - - - - - - - - - - - - - - - - - -
9 R.C.C. Work (AR0404Af) :.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 Sun sheds & Chajja) 5.808 Sqm - - 0.21708125 1.2608079 0.028125 0.16335 - - - - 0.0225 0.13068 0.03375 0.19602 0.00552344 0.03208013952 - - 0.68432 3.97453056 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
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) 6.41525 Cum - - 3.4733 22.282087825 0.45 2.8868625 - - - - 0.36 2.30949 0.54 3.464235 0.0502172 0.3221558923 - - 6.2216 39.9131194 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
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. 16.5 Qntl - - - - - - - - - - - - - - - - - - - - - - 0.8 13.2 1.05 17.325 - - - - - - - - - - - - - - - - - - - - - - - -
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) 42.746 Sqm - - 0.1208 5.1637168 0.0169 0.7224074 - - - - - - - - - - - - - - - - - - - - 0.0169 0.7224074 - - - - - - - - - - - - - - - - - - - - - -
13 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. 15.64759 Cum - - 0.672 10.51518048 0.28 4.3813252 - - - - - - - - - - - - - - - - - - - - - - 400 6259.036 - - - - - - - - - - - - - - - - - - - -
14 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. 72.72 Sqm - - 0.0358 2.603376 0.015 1.0908 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
15 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. 103.155 Sqm - - 0.043 4.435665 0.018 1.85679 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
16 Plastering (AR1008i) :.20mm thick cement Plaster in CM (1:6) over stone work in outside (Outside) - 20mm thick cement Plaster in CM (1:6) over stone work in outside 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. 18.72 Sqm - - 0.057 1.06704 0.021 0.39312 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
17 Other Building Items. (AR1901B) :.Vitrified Tile 600mmx600mm Plain Ivory - Supplying, fitting & fixing Vitrified Tile 600mmx600mm Plain Ivory in floors of size 600mm x 600 mm of approved make conforming IS:13755 laid on 20 mm thick cement mortar(1:4)and filling joints with white cement of approved quality including cost of all materials, taxes, labour, T&P , etc. required for the work all complete as per direction of Engineer-in-charge(for new work only) 28.2556 Sqm - - 0.1074 3.03465144 0.021 0.5933676 - - - - - - - - - - - - - - - - - - - - - - - - 0.0076 0.21474256 1 28.2556 - - - - - - - - - - - - - - - -
18 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. 4.587 Sqm - - 0.1375 0.6307125 0.015 0.068805 - - - - - - - - - - - - - - - - - - - - - - - - - - 1 4.587 1 4.587 - - - - - - - - - - - - - -
19 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. 8.8452 Sqm - - 0.2737 2.42093124 0.013 0.1149876 - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 8.8452 1 8.8452 - - - - - - - - - - - -
20 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. 12.312 Sqm - - 0.1375 1.6929 0.015 0.18468 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 12.312 - - - - - - - - - -
21 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. 3.60675 Qntl - - - - - - - - - - - - - - - - - - - - - - - - 1 3.60675 - - - - - - - - - - - - - - - - - - - - - - - -
22 Painting(AR0920a) :.Finishing wall surface with two coats with plastic emulsion paint of approved shades above one coat oil bound Primer on new work (Inside) - Finishing wall surface with two coats with plastic emulsion paint of approved shades above one coat oil bound Primer on new work to give an even shade including all costs of labor, Paint, Primer, Brushes and putty required for the work, etc. complete and as per direction of the Engineer-in-charge.(Inside) 134.5198 Sqm - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0.125 16.814975 0.084 11.2996632 - - - - - -
23 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) 91.44 Sqm - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0.084 7.68096 0.125 11.43 - - - -
24 Painting(AR0903b) :.Painting two coats of enamel paint with a coat of red oxide primer over iron surface - Painting two coats of enamel paint with a coat of red oxide primer over iron surface including all costs of labour, Paint, Primer, brushes and putty required for the work etc. complete and as per direction of Engineer-in-charge. 25.34625 Sqm - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0.054 1.3686975 0.125 3.16828125
Total Qty 21.58863 128.9154940814 26.47984695 5.6987808 14.388435 7.46568468 11.19852702 0.6367911172225 2.50338753 59.61048745 4.1576265675 13.2 20.93175 0.7224074 6259.036 0.21474256 32.8426 13.4322 8.8452 12.312 16.814975 18.9806232 11.43 1.3686975 3.16828125
Rate Per Unit 608.35 575.117 1075.77 1792.06 1088.77 2215.48 2179.1 58763.326 419.346 345.286 430.346 90.1 6691.807 1516.81 5.71744 2053.857 663.9538891 8.5 462.9538891 418.0738891 249.70677 125.79677 195.15677 137.48677 205.52677
Total Amount 13133.4430605 74141.492209613 28486.224953402 10212.557120448 15665.69637495 16540.075094846 24402.710229282 37419.96401525 1049.7855471554 20582.666769661 1789.2179628174 1189.32 140071.23117225 1095.754768394 35785.66278784 441.05051005392 21805.971998156 114.1737 4094.9197398673 5147.3257225992 4198.8130948808 2387.7010911471 2230.6418811 188.17779838207 651.16661176406
Total Material Amount (in Rs.): 462825.74421436
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