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State: Odisha District: Nabarangpur Block: Jhorigam Gram Panchayat: Dhodra
Work Code: OD/366/3515/120452/427406/00056402 (Construction work of VSS building at Niripadar village of Dhodra GP)
Project Category: Building
Financial Year: 2023-24 Execution Level: ps
Executing Agency: Panchayat Samiti, Jhorigam Proposal Date: 22-07-2024
Date of Commencement: - 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:
Administrative Approval Details
Approval No.:
Technical Sanction Details
Technical Sanction No.:
Fund Sanction No.:
Fund Sanction Amount (in Rs.): 850000
MATERIAL STATEMENT
Sl.No. Activity Name Quantity (A) Unit BRM029 BRM340 BRM028 BRM044 BRM060 BRM052 BRM162 BRM341 BRM104 BRM092 BRM094 BRM084 BRMMR0025 BRM006 BRM281 BRMMR0008 BRMMR0018 BRMMR0017 BRMMR0016 BRMMR0011 BRMMR0015 BRM304 BRM142 BRM252 BRM255 BRM253 BRM137 BRM141 BRMMR0027 BRM130
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) 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 (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 28.2582 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. 24.1593 Cum 1 24.1593 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
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. 18.20245 Cum - - 2.29 41.6836105 0.48 8.737176 0.96 17.474352 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
4 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) 17.69495945 Cum - - 3.4733 61.459902657685 0.45 7.9627317525 - - 0.36 6.370185402 0.54 9.555278103 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
5 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. 19.1 Qntl - - - - - - - - - - - - 0.8 15.28 1.05 20.055 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
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 108.2614 Sqm - - - - - - - - - - - - - - - - 0.00267 0.289057938 0.126 13.6409364 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
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 9.822 Sqm - - - - - - - - - - - - - - - - 0.0052948717948718 0.052006230769231 - - 0.26923076923077 2.6443846153846 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
8 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 13.096 Sqm - - - - - - - - - - - - - - - - 0.0051904761904762 0.067974476190476 - - - - 0.55238095238095 7.233980952381 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
9 R.C.C. Work (AR0410b) :.centering and shuttering fRigid and smooth or 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. stairs excluding landing but including railing details for 5 Sqm 6.39 Sqm - - - - - - - - - - - - - - - - 0.00534 0.0341226 - - 0.13 0.8307 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
10 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 47.768 Sqm - - - - - - - - - - - - - - - - 0.0050222222222222 0.23990151111111 - - - - 0.62222222222222 29.722311111111 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
11 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. 22.046029 Cum - - 0.672 14.814931488 0.28 6.17288812 - - - - - - - - - - - - - - - - - - 1 22.046029 400 8818.4116 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
12 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. 3.06 Qntl - - - - - - - - - - - - - - 1 3.06 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
13 Other Building Items. (AR1909) :.Al. door with OEL anodized Al. door section of 9202 as vertical member - Providing fitting, fixing of Al. door with OEL anodized Al. door section of 9202 as vertical member, 9201 as top member and 9200 as bottom and middle member and 12mm thick pre-laminated board fixed on door frame by means of tapered clip No. 4660 and the frame to be completed by means of jointing angle No.1855 including all cost of labour,T&P , hire charges of drilling machine, labour charges etc. complete. and as per direction of Engineer in Charge 1.785 Sqm - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1.1018518518519 1.9668055555556 0.69444444444444 1.2395833333333 0.46296296296296 0.82638888888889 0.92592592592593 1.6527777777778 0.46296296296296 0.82638888888889 8.4675925925926 15.114652777778 1.8518518518519 3.3055555555556 11.821805555556 21.101922916667 - - - - - - - - - - - - - - - -
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. 132.252 Sqm - - 0.043 5.686836 0.018 2.380536 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
15 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. 83.17 Sqm - - 0.0358 2.977486 0.015 1.24755 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
16 Painting(AR0922a) :.Finishing wall surface with two coats with distemper of approved shades above one coat oil bound Primer on new work (Inside) - Finishing wall surface with two coats with distemper 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) 164.832 Sqm - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0.25 41.208 0.084 13.845888 - - - - - - - - - - - -
17 Painting(AR0918h) :.Finishing wall with two coats weather coat paint of approved shade including one coat of water bound primer in the outer surface of old work(Outside). - Finishing wall with two coats weather coat paint of approved shade including one coat of water bound primer in the outer surface of old 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) 83.18 Sqm - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0.125 10.3975 0.090322580645161 7.5130322580645 - - - - - - - -
18 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. 23.229 Sqm - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0.054 1.254366 0.125 2.903625 - - - -
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. 37.305 Sqm - - 0.2737 10.2103785 0.013 0.484965 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 37.305 1 37.305
20 Flooring (AR0817a) :.Fixing ceramic Tiles (30cmx30cm / 40cmx40cm special plain/printed series ceramic floor tiles of premium grade having thickness 7mm to 8mm confirming to IS 13755) - 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 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 ceramic tiles including rubbing and polishing, cost of precast tiles complete as per direction of Engineer-in-charge 9.2625 Sqm - - 0.1375 1.27359375 0.015 0.1389375 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 9.2625 1 9.2625
Total Qty 24.1593 138.10673889568 27.1247843725 17.474352 6.370185402 9.555278103 15.28 23.115 0.68306275607082 13.6409364 3.4750846153846 36.956292063492 22.046029 8818.4116 1.9668055555556 1.2395833333333 0.82638888888889 1.6527777777778 0.82638888888889 15.114652777778 3.3055555555556 21.101922916667 41.208 13.845888 10.3975 7.5130322580645 1.254366 2.903625 46.5675 46.5675
Rate Per Unit 413.05 597.677 417.24 1466.56 1889.98 1853.6 90.1 6219.847 58620.646 276.666 287.666 297.726 33 5.4818 710.82 100 600 62.5 25 15 39 297.97 70.46677 125.86677 195.15677 159.39677 137.96677 205.70677 8.5 462.9538891
Total Amount 9978.998865 82543.221382956 11317.545031582 25627.18566912 12039.523006072 17711.663491721 1376.728 143771.763405 40041.580019412 3773.9833100424 999.66369096923 11002.849010895 727.518957 48340.76870888 1398.044725 123.95833333333 495.83333333333 103.29861111111 20.659722222222 226.71979166667 128.91666666667 6287.7399714792 2903.79465816 1742.7372003418 2029.142516075 1197.5530748413 173.06082541782 597.29532004125 395.82375 21558.605230664
Total Material Amount (in Rs.): 448636.176279
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