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State: Odisha District: Nabarangpur Block: Kosagumuda Gram Panchayat: Rajoda
Work Code: OD/366/3516/120480/427884/00064925 (REPAIR AND RENOVATION OF TWO NUMBERS OF ALEKH TUNGI AT VILLAGE KUSUMPALLI @ RS.2.00 LAKHS EACH OF RAJODA GP.)
Project Category: Religious Structures
Financial Year: 2024-25 Execution Level: ps
Executing Agency: Panchayat Samiti, Kosagumuda Proposal Date: 14-05-2025
Date of Commencement: - Date of Completion: -
Scheme Name: Chief Minister Special Assistant Scheme Component Name: Chief Minister Special Assistance (CM-SA)
Project Sub-Category: Religious Structures Project Type: Repair and Maintenance
Name of Executant:
Administrative Approval Details
Approval No.:
Technical Sanction Details
Technical Sanction No.:
Fund Sanction No.: 2771
Fund Sanction Amount (in Rs.): 400000
MATERIAL STATEMENT
Sl.No. Activity Name Quantity (A) Unit BRM029 BRM340 BRM028 BRM045 BRM060 BRM052 BRM162 BRM341 BRM084 BRM104 BRM092 BRM094 BRMMR0025 BRM001
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 26.0388 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. 24.04566 Cum 1 24.04566 - - - - - - - - - - - - - - - - - - - - - - - - - -
3 Concrete (AR0303a) :.Cement concrete (1:3:6) with 4 cm. hard granite(Hand Broken) metal - Cement concrete (1:3:6) with 4 cm. hard granite(Hand 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. 7.46156 Cum - - 2.29 17.0869724 0.48 3.5815488 0.96 7.1630976 - - - - - - - - - - - - - - - - - - - -
4 R.C.C. Work (AR0404B) :.Reinforced cement concrete work of M-20 grade with 20mm & downgrade size black hard crusher broken granite chips.(Nominal mix as per IS-456, Table-9). - R.C.C. 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. complete and as per direction of Engineer-in charge(Nominal mix as per IS-456, Table-9). 10.305094 Cum - - 3.4733 35.7926829902 0.45 4.6372923 - - 0.36 3.70983384 0.54 5.56475076 - - - - - - - - - - - - - - - -
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. 10.3 Qntl - - - - - - - - - - - - 0.8 8.24 1.05 10.815 - - - - - - - - - - - -
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 42.228 Sqm - - - - - - - - - - - - - - - - 0.55238095238095 23.325942857143 0.0051904761904762 0.21918342857143 - - - - - - - -
7 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 16.5876 Sqm - - - - - - - - - - - - - - - - - - 0.00267 0.044288892 0.126 2.0900376 - - - - - -
8 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 7.212 Sqm - - - - - - - - - - - - - - - - - - 0.0052948717948718 0.038186615384615 - - 0.26923076923077 1.9416923076923 - - - -
9 Masonry Brick Work (AR0603di) :.C.B. Bricks of size (25cm x 12cm x 8cm) in cement mortar (1:4) in superstructure - Brickwork with C.B. 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. 20.9553 Cum - - 1 20.9553 0.28 5.867484 - - - - - - - - - - - - - - - - - - 1 20.9553 350 7334.355
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 56.21 Sqm - - - - - - - - - - - - - - - - 0.62222222222222 34.975111111111 0.0050222222222222 0.28229911111111 - - - - - - - -
Total Qty 24.04566 73.8349553902 14.0863251 7.1630976 3.70983384 5.56475076 8.24 10.815 58.301053968254 0.58395804706716 2.0900376 1.9416923076923 20.9553 7334.355
Rate Per Unit 478.15 603.622 482.34 1193.57 1824.88 1788.5 90.1 6225.792 345.286 58668.206 324.226 335.226 33 5.24242
Total Amount 11497.432329 44568.403442543 6794.398048734 8549.658402432 6770.0015779392 9952.55673426 742.424 67331.94048 20130.537720483 34259.771000694 677.6445308976 650.90574553846 691.5249 38449.7693391
Total Material Amount (in Rs.): 251066.96825162
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