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State: Odisha District: Kandhamal Block: K.Nuagan Gram Panchayat: Kudutuli
Work Code: OD/359/3426/118928/416859/00017441 (Improvement of road from RD Road to Gajurighati via Kiraketa of Kudutuli GP)
Project Category: Road
Financial Year: 2024-25 Execution Level: ps
Executing Agency: Panchayat Samiti, K.Nuagan Proposal Date: -
Date of Commencement: 03-06-2025 Date of Completion: 05-11-2025
Scheme Name: 5th SFC Grant in Aid Scheme Component Name: All Weather Connectivity
Project Sub-Category: CC Road Project Type: Upgradation or Improvement
Name of Executant: Priyanka Patro
Administrative Approval Details
Approval No.: OD/359/3426/118928/416859/00017441/AS
Technical Sanction Details
Technical Sanction No.: OD/359/3426/118928/416859/00017441/TS
Fund Sanction No.:
Fund Sanction Amount (in Rs.): 900000
MATERIAL STATEMENT
Sl.No. Activity Name Quantity (A) Unit BRM029 BRM340 BRM028 BRM045 BRM060 BRM052 BRM162 BRM341 BRM104 BRM092 BRM084 BRM056 BRMMR0065 BRMMR0102 BRMMR0104
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 (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 47.8575 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. 5.535 Cum 1 5.535 - - - - - - - - - - - - - - - - - - - - - - - - - - - -
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. 40.902 Cum - - 2.29 93.66558 0.48 19.63296 0.96 39.26592 - - - - - - - - - - - - - - - - - - - - - -
4 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) 6.039 Cum - - 3.4733 20.9752587 0.45 2.71755 - - 0.36 2.17404 0.54 3.26106 - - - - - - - - - - - - - - - - - -
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. 6.04 Qntl - - - - - - - - - - - - 0.8 4.832 1.05 6.342 - - - - - - - - - - - - - -
6 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 65.85 Sqm - - - - - - - - - - - - - - - - 0.00267 0.1758195 0.126 8.2971 - - - - - - - - - -
7 R.C.C. Work (AR0410k) :.Rigid and smooth centering and shuttering for R.C.C. works including false works and dismantling upto 8M span - 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. Work in slab for culverts and Bridges upto 8M span) 29.28 Sqm - - - - - - - - - - - - - - - - 0.0060266666666667 0.1764608 - - 0.74666666666667 21.8624 - - - - - - - -
8 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. 1.81875 Cum - - 3.23 5.8745625 0.45 0.8184375 - - - - - - - - - - - - - - - - 0.9 1.636875 - - - - - -
9 Special items for irrigation works(AR0216) :.Excavation, loading, unloading, and carriage by mechanical means of all kinds of soil, including stoney earth, gravel, and moorum etc interspread with boulders upto 1/2 cum within an initial lead of 1km from the place of excavation. - Excavation, loading, unloading, and carriage by mechanical means of all kinds of soil, including stoney earth, gravel, and moorum etc interspread with boulders upto 1/2 cum size with all lifts and delifts including trimming of slopes and bed to design section and depositing the the excavated materials away from work site as per the specification and as directed by the Engineer-in-charge within an initial lead of 1km from the place of excavation complete. Per 1 cum. 7759.2 Cum - - - - - - - - - - - - - - - - - - - - - - - - 1 7759.2 1 7759.2 1 7759.2
Total Qty 5.535 120.5154012 23.1689475 39.26592 2.17404 3.26106 4.832 6.342 0.3522803 8.2971 21.8624 1.636875 7759.2 7759.2 7759.2
Rate Per Unit 411.11 563.532 678.39 1128.47 2150.38 2114 90.1 6718.052 58573.086 229.106 250.166 2128.33 1 25.01 40.49
Total Amount 2275.49385 67914.285069038 15717.582294525 44310.4127424 4675.0121352 6893.88084 435.3632 42605.885784 20634.144308006 1900.9153926 5469.2291584 3483.81016875 7759.2 194057.592 314170.008
Total Material Amount (in Rs.): 732302.81494292
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