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State: Odisha District: Sonepur Block: Ullunda Gram Panchayat: Panchamahala
Work Code: OD/372/3572/121516/419207/00065089 (Development of Dhuldhula Community Centre)
Project Category: Building
Financial Year: 2023-24 Execution Level: ps
Executing Agency: Panchayat Samiti, Ullunda Proposal Date: -
Date of Commencement: - Date of Completion: -
Scheme Name: SFC Devolution of Fund Scheme Component Name: 5TH SFC DEVOLUTION GRANT TO PANCHAYAT SAMITI
Project Sub-Category: Community Centre Project Type: Upgradation or Improvement
Name of Executant:
Administrative Approval Details
Approval No.:
Technical Sanction Details
Technical Sanction No.:
Fund Sanction No.:
Fund Sanction Amount (in Rs.): 201919
MATERIAL STATEMENT
Sl.No. Activity Name Quantity (A) Unit BRM029 BRM340 BRM028 BRM044 BRM005 BRM060 BRM052 BRM162 BRM341 BRM104 BRM092 BRM084 BRM094 BRMMR0025
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 16.61175 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. 14.888119 Cum 1 14.888119 - - - - - - - - - - - - - - - - - - - - - - - - - -
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. 2.761875 Cum - - 2.29 6.32469375 0.48 1.3257 0.96 2.6514 - - - - - - - - - - - - - - - - - - - -
4 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. 10.349745 Cum - - 0.672 6.95502864 0.28 2.8979286 - - 350 3622.41075 - - - - - - - - - - - - - - - - - -
5 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) 4.6375 Cum - - 3.4733 16.10742875 0.45 2.086875 - - - - 0.36 1.6695 0.54 2.50425 - - - - - - - - - - - - - -
6 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. 4.21 Qntl - - - - - - - - - - - - - - 0.8 3.368 1.05 4.4205 - - - - - - - - - -
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 8.435 Sqm - - - - - - - - - - - - - - - - - - 0.00267 0.02252145 0.126 1.06281 - - - - - -
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 3.65 Sqm - - - - - - - - - - - - - - - - - - 0.0051904761904762 0.018945238095238 - - 0.55238095238095 2.0161904761905 - - - -
9 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 0.675 Sqm - - - - - - - - - - - - - - - - - - 0.0052948717948718 0.0035740384615385 - - - - 0.26923076923077 0.18173076923077 - -
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. 9.2785 Cum - - 0.672 6.235152 0.28 2.59798 - - 350 3247.475 - - - - - - - - - - - - - - - - 1 9.2785
Total Qty 14.888119 35.62230314 8.9084836 2.6514 6869.88575 1.6695 2.50425 3.368 4.4205 0.045040726556777 1.06281 2.0161904761905 0.18173076923077 9.2785
Rate Per Unit 413.05 546.172 417.99 2041.16 6.1539 2464.58 2425.91 90.1 6246.692 58620.646 276.666 297.726 287.666 33
Total Amount 6149.53755295 19455.90455058 3723.657059964 5411.931624 42276.589916925 4114.61631 6075.0851175 303.4568 27613.501986 2640.3164870676 294.04339146 600.27232571429 52.277763461538 306.1905
Total Material Amount (in Rs.): 119017.38138562
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