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State: Odisha District: Kendrapara Block: Pattamundai Gram Panchayat: Badamulabasanta
Work Code: OD/360/3440/119178/396228/00061605 (Construction of Kalyan Mandap at Badamulabasanta)
Project Category: Building
Financial Year: 2023-24 Execution Level: ps
Executing Agency: Panchayat Samiti, Pattamundai Proposal Date: 12-06-2023
Date of Commencement: 24-10-2025 Date of Completion: -
Scheme Name: 5th SFC Grant in Aid Scheme Component Name: Creation of Capital Asset for Revenue Generation
Project Sub-Category: Kalyan Mandap Project Type: New Work
Name of Executant: Prasanna kumar Rout
Administrative Approval Details
Approval No.: OD/360/3440/119178/396228/00061605/AS
Technical Sanction Details
Technical Sanction No.: OD/360/3440/119178/396228/00061605/TS
Fund Sanction No.: 12487
Fund Sanction Amount (in Rs.): 1000000
MATERIAL STATEMENT
Sl.No. Activity Name Quantity (A) Unit BRM029 BRM340 BRM028 BRM044 BRM060 BRM052 BRM104 BRM092 BRM084 BRM094 BRM005 BRMMR0025 BRM162 BRM341 BRM255 BRM131 BRMMR0027 BRM174 BRMMR0005 BRM271 BRMMR0008 BRMMR0013 BRMMR0012 BRMMR0011 BRMMR0010 BRMMR0009 BRM304 BRM281 BRMMR0018 BRMMR0017 BRMMR0016 BRMMR0015
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) 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 32.46353 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. 43.2904 Cum 1 43.2904 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
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. 12.85421 Cum - - 2.29 29.4361409 0.48 6.1700208 0.96 12.3400416 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
4 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.) 8.07654 Cum - - 3.4733 28.052246382 0.45 3.634443 - - 0.36 2.9075544 0.54 4.3613316 0.004005 0.0323465427 0.189 1.52646606 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
5 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) 2.6875 Cum - - 3.4733 9.33449375 0.45 1.209375 - - 0.36 0.9675 0.54 1.45125 0.01335 0.035878125 0.63 1.693125 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
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) 5.732 Cum - - 3.4733 19.9089556 0.45 2.5794 - - 0.36 2.06352 0.54 3.09528 0.041529 0.238044228 - - 4.4196 25.3331472 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
7 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) 1.4625 Cum - - 3.4733 5.07970125 0.45 0.658125 - - 0.36 0.5265 0.54 0.78975 0.0741335 0.10842024375 - - - - 3.7695 5.51289375 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
8 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) 10.2776 Cum - - 3.4733 35.69718808 0.45 4.62492 - - 0.36 3.699936 0.54 5.549904 0.0502172 0.51611229472 - - 6.2216 63.94311616 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
9 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. 8.664 Cum - - 0.672 5.822208 0.28 2.42592 - - - - - - - - - - - - - - 350 3032.4 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
10 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. 25.12125 Cum - - 0.672 16.88148 0.28 7.03395 - - - - - - - - - - - - - - 350 8792.4375 1 25.12125 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
11 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. 185.36 Sqm - - 0.0358 6.635888 0.015 2.7804 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
12 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. 130.72 Sqm - - 0.043 5.62096 0.018 2.35296 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
13 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. 18 Qntl - - - - - - - - - - - - - - - - - - - - - - - - 0.8 14.4 1.05 18.9 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
14 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. 387 Sqm - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0.075 29.025 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
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. 6.45 Sqm - - 0.1375 0.886875 0.015 0.09675 - - - - - - - - - - - - - - - - - - - - - - - - 1 6.45 1 6.45 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
16 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) 18 Sqm - - 0.1074 1.9332 0.021 0.378 - - - - - - - - - - - - - - - - - - - - - - - - 1 18 - - 0.0076 0.1368 - - - - - - - - - - - - - - - - - - - - - - - - - - - -
17 Other Building Items. (AR1907) :.aluminum sliding window (sliding type) - Supplying, fitting, fixing up window (sliding type) made up aluminum Section 9778,as windows frame, section No. 4095,4096 and 9777, 3994 as shutter frame with 5mm thick black glass as panel fitted with rubber beading including locking arrangement including all fitting including cost of materials all taxes labour, T&P etc. complete as per direction of Engineer-incharge. 2.9282 Sqm - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1.3422818791946 3.9304697986577 1.1006711409396 3.2229852348993 0.67114093959732 1.9652348993289 5.3691275167785 15.721879194631 5.0335570469799 14.739261744966 6.5436241610738 19.161040268456 0.67114093959732 1.9652348993289 5.3691275167785 15.721879194631 5.1330201342282 15.030509557047 - - - - - - - - - -
18 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 3.64 Sqm - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0.69444444444444 2.5277777777778 - - - - 8.4675925925926 30.822037037037 - - - - 11.821805555556 43.031372222222 1.1018518518519 4.0107407407407 0.46296296296296 1.6851851851852 0.92592592592593 3.3703703703704 0.46296296296296 1.6851851851852 1.8518518518519 6.7407407407407
Total Qty 43.2904 165.289336962 33.9442638 12.3400416 10.1650104 15.2475156 0.93080143417 3.21959106 89.27626336 5.51289375 11824.8375 25.12125 14.4 18.9 29.025 24.45 6.45 0.1368 3.9304697986577 3.2229852348993 4.4930126771066 15.721879194631 14.739261744966 49.983077305493 1.9652348993289 15.721879194631 58.061881779269 4.0107407407407 1.6851851851852 3.3703703703704 1.6851851851852 6.7407407407407
Rate Per Unit 600.59 605.327 608.22 2164.75 2638.02 2612.2 58573.086 229.106 250.166 240.106 6.4706 33 90.1 6736.787 191.59787 660.6811111 8.5 2028.787 40 705.01 100 25 10 15 30 1.5 297.27 707.41 600 62.5 25 39
Total Amount 25999.781336 100054.0984752 20645.580128436 26713.1050536 26815.500735408 39829.56025032 54519.912452563 737.62762939236 22333.885699718 1323.6788667375 76513.7935275 829.00125 1297.44 127325.2743 5561.12817675 16153.653166395 54.825 277.5380616 157.21879194631 2272.2368204564 449.30126771066 393.04697986577 147.39261744966 749.7461595824 58.957046979866 23.582818791946 17260.055596523 2837.2381074074 1011.1111111111 210.64814814815 42.12962962963 262.88888888889
Total Material Amount (in Rs.): 572860.93809411
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