Material Statement

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State: Odisha District: Balangir Block: Saintala Gram Panchayat: Talbahal
Work Code: OD/345/3295/275214/421056/00064562 (CONSTRUCTION OF MANDAP NEAR JADENBUDHI SALEDAMAK)
Project Category: Religious Structures
Financial Year: 2023-24 Execution Level: ps
Executing Agency: Panchayat Samiti, Saintala Bill Status: Final Bill
Proposal Date: - Date of Commencement: 24-11-2025
Date of Completion: 08-01-2026 Scheme Name: Chief Minister Special Assistant
Scheme Component Name: Chief Minister Special Assistance (CM-SA) Project Sub-Category: Religious Structures
Project Type: New Work Name of Executant: Sumit Tirkey
Administrative Approval Details
Approval No.: OD/345/3295/275214/421056/00064562/AS
Technical Sanction Details
Technical Sanction No.: OD/345/3295/275214/421056/00064562/TS
Fund Sanction No.:
Fund Sanction Amount (in Rs.): 400000
MATERIAL STATEMENT
Sl.No. Activity Name Quantity (A) Unit BRM029 BRM340 BRM028 BRM044 BRM131 BRMMR0027 BRM130 BRM138 BRM060 BRM052 BRM104 BRM092 BRM084 BRM006 BRM140 BRMMR0024 BRMMR0023 BRMMR0022 BRMMR0021 BRMMR0020 BRMMR0025 BRM162 BRM341
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 17.7829504 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. 13.662289664 Cum 1 13.662289664 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
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. 13.861639936 Cum - - 2.29 31.74315545344 0.48 6.65358716928 0.96 13.30717433856 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
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. 26.0314206 Sqm - - 0.0358 0.93192485748 0.015 0.390471309 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
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. 34.838625 Sqm - - 0.043 1.498060875 0.018 0.62709525 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
6 Plastering (AR1017) :.20mm thick cement Plaster in CM (1:4) over masonry work in inside. - 20mm thick cement Plaster in CM (1:4) over stone 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. 16.72254 Sqm - - 0.0744 1.244156976 0.021 0.35117334 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
7 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. 1.153390745 Sqm - - 0.1375 0.1585912274375 0.015 0.017300861175 - - 1 1.153390745 1 1.153390745 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
8 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. 13.43563186 Sqm - - 0.2737 3.677332440082 0.013 0.17466321418 - - - - 1 13.43563186 1 13.43563186 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
9 Painting(AR0901a) :.Priming one coat in inner surface with primer of approved quality over woodwork - Priming one coat in inner surface with primer of approved quality over woodwork including cost conveyance, taxes of all materials, labor and T&P required for the work complete as per direction of the Engineer-in-charge. 71.09 Sqm - - - - - - - - - - - - - - 0.075 5.33175 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
10 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.) 2.256282624 Cum - - 3.4733 7.8367464379392 0.45 1.0153271808 - - - - - - - - - - 0.36 0.81226174464 0.54 1.21839261696 0.004005 0.00903641190912 0.189 0.426437415936 - - - - - - - - - - - - - - - - - - - - - -
11 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) 1.515727512 Cum - - 3.4733 5.2645763674296 0.45 0.6820773804 - - - - - - - - - - 0.36 0.54566190432 0.54 0.81849285648 0.041529 0.062946647845848 - - 4.4196 6.6989093120352 - - - - - - - - - - - - - - - - - - - -
12 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) 1.7882289415584 Cum - - 3.4733 6.2110555827148 0.45 0.80470302370128 - - - - - - - - - - 0.36 0.64376241896102 0.54 0.96564362844154 0.0502172 0.089799850404026 - - 6.2216 11.1256451828 - - - - - - - - - - - - - - - - - - - -
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. 8.979752824 Cum - - 0.672 6.034393897728 0.28 2.51433079072 - - - - - - - - - - - - - - - - - - - - 400 3591.9011296 - - - - - - - - - - - - - - - - - -
14 Painting(AR0920) :.Finishing wall two coats with plastic emulsion paint of approved shades on new work (Inside) - Finishing wall two coats with plastic emulsion paint 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) 35.42 Sqm - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0.125 4.4275 - - - - - - - - - - - - - - - -
15 Other Building Items. (AR1911) :.Stainless steel of 304 grade in hand railing using 50mm dia of 2mm - Supplying, fitting and fixing of Stainless steel of 304 grade in hand railing using 50mm dia of 2mm thick circular pipe with Balustrade of size 32mm x 32mm x 2mm @ 0.90mtr. C/C and stainless square pipe bracing of size 32mm x 32mm x 2mm in 3 rows in staircase as per approved design and specification, buffing, polishing etc with cost,conveyance, taxes of all materials, labour,T&P etc. required for the complete in all respect. and as per direction of Engineer in Charge 13.414247570744 Rmt - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0.30674846625767 4.1147998683264 10.478527607362 140.56156350203 5.101226993865 68.429121810268 1.8773006134969 25.182575194157 3.5 46.949866497604 - - - - - -
16 Masonry Brick Work (AR0603ci) :.First floor - 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. 6.049955112 Cum - - 0.672 4.065569835264 0.28 1.69398743136 - - - - - - - - - - - - - - - - - - - - 400 2419.9820448 - - - - - - - - - - - - 1 6.049955112 - - - -
17 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) 0.96056532128 Cum - - 3.4733 3.3363315304018 0.45 0.432254394576 - - - - - - - - - - 0.36 0.3458035156608 0.54 0.5187052734912 0.01335 0.012823547039088 0.63 0.6051561524064 - - - - - - - - - - - - - - - - - - - - - -
18 R.C.C. Work (AR0409) :.First floor - 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. 9.5 Qntl - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0.8 7.6 1.05 9.975
Total Qty 13.662289664 72.001895480917 15.356971345192 13.30717433856 1.153390745 14.589022605 13.43563186 5.33175 2.3474895835818 3.5212343753727 0.17460645719808 1.0315935683424 17.824554494835 6011.8831744 4.4275 4.1147998683264 140.56156350203 68.429121810268 25.182575194157 46.949866497604 6.049955112 7.6 9.975
Rate Per Unit 413.05 572.212 417.99 1401.46 662.3175001 8.5 461.3175001 155.38732 1741.11 1723.4 58620.646 276.666 297.726 5.36398 249.64732 178.42 10 256.62 256.62 240.24 33 90 6598.192
Total Amount 5643.2087457152 41200.348616926 6419.0604525769 18649.472548518 763.91087486688 124.0066921425 6198.0921019191 828.48634341 4087.2375888701 6068.4953225174 10235.543316723 285.40686617902 5306.8333115292 32247.621109818 1105.3135093 734.16259250679 1405.6156350203 17560.281238951 6462.3524463247 11279.235927384 199.648518696 684 65816.9652
Total Material Amount (in Rs.): 243305.2989599
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