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State: Odisha District: Balangir Block: Muribahal Gram Panchayat: Haldi
Work Code: OD/345/3292/115924/421463/00063601 (Const of Vana Suraksha Suraksha Samiti (vss) Building at Tentulikhunti Haldi GP)
Project Category: Building
Financial Year: 2024-25 Execution Level: ps
Executing Agency: Panchayat Samiti, Muribahal 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: DEBANANDA MEHER
Administrative Approval Details
Approval No.: OD/345/3292/115924/421463/00063601/AS
Technical Sanction Details
Technical Sanction No.: OD/345/3292/115924/421463/00063601/TS
Fund Sanction No.:
Fund Sanction Amount (in Rs.): 850000
MATERIAL STATEMENT
Sl.No. Activity Name Quantity (A) Unit BRM029 BRM340 BRM028 BRM044 BRM104 BRM092 BRM084 BRM094 BRM162 BRM341 BRMMR0025 BRM005 BRM079 BRM060 BRM052 BRM131 BRMMR0027 BRM130 BRM142 BRM143
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 (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. 22.60313925 Cum 1 22.60313925 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
2 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. 7.3315897325 Cum - - 2.29 16.789340487425 0.48 3.5191630716 0.96 7.0383261432 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
3 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. 114.420285 Sqm - - 0.0358 4.096246203 0.015 1.716304275 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
4 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. 81.892279 Sqm - - 0.043 3.521367997 0.018 1.474061022 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
5 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 24.13259584 Sqm - - - - - - - - 0.00267 0.0644340308928 0.126 3.04070707584 - - - - - - - - - - - - - - - - - - - - - - - - - - - -
6 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 54.816574 Sqm - - - - - - - - 0.0051904761904762 0.28452412219048 - - 0.55238095238095 30.279631352381 - - - - - - - - - - - - - - - - - - - - - - - - - -
7 R.C.C. Work (AR0410e) :.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. Lintels Data for 7.8 sqm 9.249124 Sqm - - - - - - - - 0.0052948717948718 0.048972925794872 - - - - 0.26923076923077 2.4901487692308 - - - - - - - - - - - - - - - - - - - - - - - -
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 53.20266875 Sqm - - - - - - - - 0.0050222222222222 0.26719562527778 - - 0.62222222222222 33.103882777778 - - - - - - - - - - - - - - - - - - - - - - - - - -
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. 19.5 Qntl - - - - - - - - - - - - - - - - 0.8 15.6 1.05 20.475 - - - - - - - - - - - - - - - - - - - -
10 Earth Work (AR0122Aia) :.Earthwork in all kinds of soil in foundation and plinth within 50m, initial lead and 1.5m, initial lift - Earthwork in all kinds of soil in foundation and plinth within 50m, initial lead and 1.5m, initial lift including rought dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per direction of the Engineer-in-charge 32.28499375 Cum - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
11 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. 19.74073575 Cum - - 0.672 13.265774424 0.28 5.52740601 - - - - - - - - - - - - - - 1 19.74073575 350 6909.2575125 - - - - - - - - - - - - - - - -
12 Masonry Stone Work (AR0717) :.Laterite stone masonry - Laterite stone masonry in cement mortar (1:6) in foundation and plinth cost conveyance, royalty, taxes of all materials, labor, required for the work, etc. complete and as per direction of the Engineer-in-charge. 12.72569496 Cum - - 0.572 7.27909751712 0.24 3.0541667904 - - - - - - - - - - - - - - - - - - 1 12.72569496 - - - - - - - - - - - - - -
13 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) 19.7582244425 Cum - - 3.4733 68.626240956135 0.45 8.891200999125 - - - - - - - - - - - - - - - - - - - - 0.36 7.1129607993 0.54 10.66944119895 - - - - - - - - - -
14 Plastering (AR1027) :.6mm thick cement Plaster in CM (1:4) over R.C.C. surfaces including chipping (Inside) - 6mm thick cement Plaster in CM (1:4) over R.C.C. surfaces in inside including chipping 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. 38.71119775 Sqm - - 0.0372 1.4400565563 0.0075 0.290333983125 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
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. 38.71119775 Sqm - - 0.1375 5.322789690625 0.015 0.58066796625 - - - - - - - - - - - - - - - - - - - - - - - - 1 38.71119775 1 38.71119775 - - - - - -
16 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. 9.349456 Sqm - - 0.2737 2.5589461072 0.013 0.121542928 - - - - - - - - - - - - - - - - - - - - - - - - - - 1 9.349456 1 9.349456 - - - -
17 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) 112.41896 Sqm - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0.25 28.10474 - -
18 Painting(AR0918c) :.Finishing wall with two coat water proofing cement paint including one coat cement wash on the outer surface of approved shade on new work (Outside) - Finishing wall with two coat water proofing cement paint including one coat cement wash on the outer surface of approved shade on new work to give an even shade including all costs of labour, Paint, Brushes, and putty required for the work, etc. complete and as per direction of Engineer-in-charge. (Outside) 82.890954 Sqm - - 0.010763440860215 0.89219188122581 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0.25 20.7227385
Total Qty 22.60313925 123.79205182003 25.1748470455 7.0383261432 0.66512670415593 3.04070707584 63.383514130159 2.4901487692308 15.6 20.475 19.74073575 6909.2575125 12.72569496 7.1129607993 10.66944119895 38.71119775 48.06065375 9.349456 28.10474 20.7227385
Rate Per Unit 347.95 578.157 548.19 1401.46 58573.086 229.106 250.166 240.106 90 6604.137 33 6.59565 1103.66 1806.21 1788.5 663.9538891 8.5 462.9538891 70.34787 48.07787
Total Amount 7864.7623020375 71571.241304114 13800.599401873 9863.9325566491 38958.523643422 696.6442353174 15856.400195885 597.89966038492 1404 135219.705075 651.44427975 45571.044312321 14044.840499554 12847.500925304 19082.295584322 25702.450297832 408.515556875 4328.3670161693 1977.1085959038 996.30512764699
Total Material Amount (in Rs.): 421443.58057036
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