Material Statement

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State: Odisha District: Kendrapara Block: Derabish Gram Panchayat: Khamala
Work Code: OD/360/3435/119066/396688/00013852 (construction of Market complex at Bishok chhak)
Project Category: Building
Financial Year: 2022-23 Execution Level: ps
Executing Agency: Panchayat Samiti, Derabish Bill Status: 1st Bill
Proposal Date: 28-05-2021 Date of Commencement: 02-07-2025
Date of Completion: - Scheme Name: 5th SFC Grant in Aid
Scheme Component Name: Creation of Capital Asset for Revenue Generation Project Sub-Category: Market Complex
Project Type: New Work Name of Executant: HIMANSU PATI
Administrative Approval Details
Approval No.: OD/360/3435/119066/396688/00013852/AS
Technical Sanction Details
Technical Sanction No.: OD/360/3435/119066/396688/00013852/TS
Fund Sanction No.: 19248
Fund Sanction Amount (in Rs.): 1000000
MATERIAL STATEMENT
Sl.No. Activity Name Quantity (A) Unit BRM029 BRM340 BRM028 BRM044 BRM060 BRM052 BRM104 BRM092 BRM084 BRM162 BRM341 BRM006
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 (AR0102a) :.Earth work in hard soil or gravelly soil within 50m. Initial lead and 1.5m initial lift - Earth work in hard soil or gravelly soil 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 22.5792 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. 3.3404 Cum 1 3.3404 - - - - - - - - - - - - - - - - - - - - - -
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. 3.3404 Cum - - 2.29 7.649516 0.48 1.603392 0.96 3.206784 - - - - - - - - - - - - - - - -
4 R.C.C. Work (AR0404Ba) :.Reinforced cement concrete work of M-20 grade with 20mm & downgrade size black hard crusher broken granite chips(RCC foundation, footing bases of column, mass concreate, pre-cast slabs etc)(Nominal mix as per IS-456, Table-9). - Reinforced cement concrete work of M-20 grade with 20mm & downgrade 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)(Nominal mix as per IS-456, Table-9). 4.5248 Cum - - 3.4733 15.71598784 0.45 2.03616 - - 0.36 1.628928 0.54 2.443392 0.004005 0.018121824 0.189 0.8551872 - - - - - - - -
5 R.C.C. Work (AR0404Bb) :.Reinforced cement concrete work of M-20 grade with 20mm & downgrade size black hard crusher broken granite chips(RCC Plinth band)(Nominal mix as per IS-456, Table-9). - Reinforced cement concrete work of M-20 grade with 20mm & downgrade 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)(Nominal mix as per IS-456, Table-9).. 2.799375 Cum - - 3.4733 9.7230691875 0.45 1.25971875 - - 0.36 1.007775 0.54 1.5116625 0.01335 0.03737165625 0.63 1.76360625 - - - - - - - -
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) 2.5992 Cum - - 3.4733 9.02780136 0.45 1.16964 - - 0.36 0.935712 0.54 1.403568 0.041529 0.1079421768 - - 4.4196 11.48742432 - - - - - -
7 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. 6.8 Qntl - - - - - - - - - - - - - - - - - - 0.8 5.44 1.05 7.14 - -
8 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. 13.80768 Cum - - 0.672 9.27876096 0.28 3.8661504 - - - - - - - - - - - - - - - - 400 5523.072
Total Qty 3.3404 51.3951353475 9.93506115 3.206784 3.572415 5.3586225 0.16343565705 2.61879345 11.48742432 5.44 7.14 5523.072
Rate Per Unit 535.49 611.272 543.12 1796.75 2270.02 2244.2 58573.086 229.106 250.166 90.1 6553.262 5.08275
Total Amount 1788.750796 31416.407174137 5395.930411788 5761.789152 8109.4534983 12025.8206145 9572.9307958562 599.9812921557 2873.7629924371 490.144 46790.29068 28072.394208
Total Material Amount (in Rs.): 152897.65561517
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