Material Statement

State: Odisha District: Angul Block: Athmallik Gram Panchayat: Paikasahi
Work Code: OD/344/3277/115598/405017/00048278 (Construction of Bridge from Paiksahi Nua Adibasi Sahi to Dalita Sahi)
Project Category: CD Work
Financial Year: 2024-25 Execution Level: ps
Executing Agency: Panchayat Samiti, Athmallik Bill Status: Final Bill
Proposal Date: - Date of Commencement: 08-08-2025
Date of Completion: 08-08-2025 Scheme Name: SFC Devolution of Fund
Scheme Component Name: 5TH SFC DEVOLUTION GRANT TO PANCHAYAT SAMITI Project Sub-Category: Slab Culvert
Project Type: New Work Name of Executant: Susanta Kumar Dehury
Administrative Approval Details
Approval No.: OD/344/3277/115598/405017/00048278/AS
Technical Sanction Details
Technical Sanction No.: OD/344/3277/115598/405017/00048278/TS
Fund Sanction No.: 6261
Fund Sanction Amount (in Rs.): 201919
MATERIAL STATEMENT
Sl.No. Activity Name Quantity (A) Unit BRM029 BRM340 BRM028 BRM044 BRM056 BRM060 BRM052 BRM162 BRM341 BRM104 BRM092 BRM084
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 11.835 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. 1.975 Cum 1 1.975 - - - - - - - - - - - - - - - - - - - - - -
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. 21.7479999916 Cum - - 2.29 49.802919980764 0.48 10.439039995968 0.96 20.878079991936 - - - - - - - - - - - - - - - -
4 Concrete (AR0307) :.Cement concrete (1:2:4)with 12mm size hard broken granite chips per 1cum - Cement concrete work with (1:2:4) using 12mm size hard granite(crusher broken) 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 as per specificaion and direction of Engineer-in charge. 0.305 Cum - - 3.23 0.98515 0.45 0.13725 - - 0.9 0.2745 - - - - - - - - - - - - - -
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) 3.111 Cum - - 3.4733 10.8054363 0.45 1.39995 - - - - 0.36 1.11996 0.54 1.67994 - - - - - - - - - -
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. 2.82 Qntl - - - - - - - - - - - - - - 0.8 2.256 1.05 2.961 - - - - - -
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 43.92 Sqm - - - - - - - - - - - - - - - - - - 0.00267 0.1172664 0.126 5.53392 - -
8 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 10.78 Sqm - - - - - - - - - - - - - - - - - - 0.0050222222222222 0.054139555555556 - - 0.62222222222222 6.7075555555556
Total Qty 1.975 61.593506280764 11.976239995968 20.878079991936 0.2745 1.11996 1.67994 2.256 2.961 0.17140595555556 5.53392 6.7075555555556
Rate Per Unit 478.15 538.472 743.49 1726.96 2128.33 2136.93 2114 90.1 6386.662 58620.646 276.666 297.726
Total Amount 944.34625 33166.378514016 8904.2146746022 36055.609022874 584.226585 2393.2761228 3551.39316 203.2656 18910.906182 10047.927842914 1531.04751072 1997.0136853333
Total Material Amount (in Rs.): 118289.60515026