Royalty Statement

Download PDF
State: Odisha District: Kandhamal Block: Phiringia Gram Panchayat: Balandapada
Work Code: OD/359/3429/118957/415124/00070643 (Construction of GP Facility center at Balandapada GP)
Project Category: Building
Financial Year: 2022-23 Execution Level: ps
Executing Agency: Panchayat Samiti, Phiringia Bill Status: 1st Bill
Proposal Date: - Date of Commencement: 07-01-2026
Date of Completion: - Scheme Name: 5th SFC Grant in Aid
Scheme Component Name: Provision of Facilities at GP Head Quarter Project Sub-Category: GP Facility Centre
Project Type: New Work Name of Executant: BIBHUDANANDA BISWAL
Administrative Approval Details
Approval No.: OD/359/3429/118957/415124/00070643/AS
Technical Sanction Details
Technical Sanction No.: OD/359/3429/118957/415124/00070643/TS
Fund Sanction No.: 22566
Fund Sanction Amount (in Rs.): 1000000
ROYALTY STATEMENT
Sl.No. Activity Name Quantity (A) Unit BRM029 BRM340 BRM028 BRM044 BRM060 BRM052 BRM341 BRM094 BRM104 BRM092 BRM084 BRM005
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 26.273459712 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. 9.95481068352 Cum 1 9.95481068352 - - - - - - - - - - - - - - - - - - - - - -
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. 22.942978940198 Cum - - 2.29 52.539421773053 0.48 11.012629891295 0.96 22.02525978259 - - - - - - - - - - - - - - - -
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) 18.6254610353 Cum - - 3.4733 64.691813813907 0.45 8.381457465885 - - 0.36 6.705165972708 0.54 10.057748959062 - - - - - - - - - - - -
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. 17.82 Qntl - - - - - - - - - - - - 1.05 18.711 - - - - - - - - - -
6 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 9.142862939 Sqm - - - - - - - - - - - - - - 0.0035384615384615 0.032351668861077 0.0052948717948718 0.04841028710009 - - - - - -
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 54.62975109 Sqm - - - - - - - - - - - - - - - - 0.00267 0.1458614354103 0.000614 0.03354266716926 - - - -
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 49.6593941385 Sqm - - - - - - - - - - - - - - - - 0.0051904761904762 0.25775590290936 - - 0.0056666666666667 0.2814032334515 - -
9 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 40.0218598857 Sqm - - - - - - - - - - - - - - - - 0.0050222222222222 0.20099867409263 - - 0.0076666666666667 0.3068342591237 - -
10 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. 1.2076867428 Cum - - 0.672 0.8115654911616 0.28 0.338152287984 - - - - - - - - - - - - - - - - 350 422.69035998
11 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. 19.7286649804 Cum - - 0.672 13.257662866829 0.28 5.524026194512 - - - - - - - - - - - - - - - - 350 6905.03274314
12 Plastering (AR1014) :.16mm thick cement Plaster in CM (1:6) over brick work in inside. - 16mm thick cement Plaster in CM (1:6) over brick work in inside including racking out joints finishing smooth with proper plumb and line, curing for proper period with cost conveyance, royalty, taxes of all materials, labour and T & P required for the work etc comp.and as per direction of Engineer-in-charge. 113.0164995 Sqm - - 0.043 4.8597094785 0.018 2.034296991 - - - - - - - - - - - - - - - - - -
13 Plastering (AR1004) :.12mm thick cement plster (1:6) over Brick work in inside - 12mm thick cement plster (1:6) over Brick work in inside including racking out joints finishing smooth with proper plumb and line curing for proper period with cost conveyance, royality, taxes of all materials, labour and T & P required for the work etc. comp.and as per direction of Engineer-in-charge. 76.30587905 Sqm - - 0.0358 2.73175046999 0.015 1.14458818575 - - - - - - - - - - - - - - - - - -
14 Plastering (AR1026) :.6mm thick cement Plaster in CM (1:4) over R.C.C. surfaces (inside) - 6mm thick cement Plaster in CM (1:4) over R.C.C. surfaces in inside with proper level and line, curing for the proper period with cost conveyance, royalty, taxes of all materials, labor, and T & P required for the work, etc comp. and as per the direction of the Engineer-in-charge. 46.19601675 Sqm - - 0.0271 1.251912053925 0.0075 0.346470125625 - - - - - - - - - - - - - - - - - -
Total Qty 9.95481068352 140.14383594737 28.781621142051 22.02525978259 6.705165972708 10.057748959062 18.711 0.032351668861077 0.65302629951237 0.03354266716926 0.5882374925752 7327.72310312
Rate Per Unit 40.25 0 40.25 149.5 149.5 149.5 0 0 0 0 0 0
Total Amount 400.68113001168 0 1158.4602509676 3292.7763374972 1002.4223129198 1503.6334693798 0 0 0 0 0 0
Total Royalty Amount (in Rs.): 7357.9735007761
© 2023 Panchayati Raj Project Management System, All Rights Reserved.
Privacy Policy | User Manual | FAQ | SOP | Download Mobile App