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State: Odisha District: Kandhamal Block: K.Nuagan Gram Panchayat: Kanjamendi
Work Code: OD/359/3426/118922/416867/00034158 (CONSTRUCTION OF STAFF QUARTER AT KNUAGAON 9 LAKHS EACH )
Project Category: Building
Financial Year: 2021-22 Execution Level: ps
Executing Agency: Panchayat Samiti, K.Nuagan Bill Status: 1st Bill
Proposal Date: 22-03-2021 Date of Commencement: 16-07-2025
Date of Completion: - Scheme Name: SFC Devolution of Fund
Scheme Component Name: 5TH SFC DEVOLUTION GRANT TO PANCHAYAT SAMITI Project Sub-Category: GP Bhawan
Project Type: New Work Name of Executant: Prakash Ch Sethy
Administrative Approval Details
Approval No.: OD/359/3426/118922/416867/00034158/AS
Technical Sanction Details
Technical Sanction No.: OD/359/3426/118922/416867/00034158/TS
Fund Sanction No.: 98
Fund Sanction Amount (in Rs.): 900000
ACTIVITY STATEMENT
Sl.No. Activity taken Unit Quantity Unit Price (in Rs.) Total (in Rs.)
1 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) Cum 13.15 6406.596361443 84246.742152975
2 R.C.C. Work (AR0404A) : First floor - 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) Cum 22.0648802118 6512.876974743 143705.85028189
3 R.C.C. Work (AR0409) : First floor - 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. Qntl 19.5 9078.0923323 177022.80047985
4 R.C.C. Work (AR0410d) : First floor - 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 Sqm 83.51663538 1256.858751656 104968.61408622
5 R.C.C. Work (AR0410e) : First floor - 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 Sqm 22.63693606 598.98320701754 13559.14455827
6 R.C.C. Work (AR0410b) : First floor - 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. stairs excluding landing but including railing details for 5 Sqm Sqm 13.165983472 1102.0046377272 14508.974846384
7 R.C.C. Work (AR0410a) : First floor - 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 Sqm 83.124066964 795.2279320416 66102.579874669
8 Masonry Brick Work (AR0603bi) : First floor - 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. Cum 31.972591465 5773.32595512 184588.19215733
Total Amount (in Rs.): 788702.89843759
LABOUR STATEMENT
Sl.No. Activity Name Quantity (A) Unit Un-Skilled Skilled Semi-Skilled Highly-Skilled
Rs. 462 Rs. 562 Rs. 512 Rs. 612
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 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) 13.15 Cubic Meter 1.3333 17.532895 0.0573 0.753495 0.1 1.315 - -
2 R.C.C. Work (AR0404A) : First floor - 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) 22.0648802118 Cubic Meter 1.533295 33.831970504352 0.065895 1.4539652815566 0.115 2.537461224357 - -
3 R.C.C. Work (AR0409) : First floor - 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. 19.5 Quintal 0.84 16.38 0.0462 0.9009 - - 0.315 6.1425
4 R.C.C. Work (AR0410d) : First floor - 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 83.51663538 Square Meter - - 0.78571428571429 65.620213512857 0.78571428571429 65.620213512857 - -
5 R.C.C. Work (AR0410e) : First floor - 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 22.63693606 Square Meter - - 0.19230769230769 4.3532569346154 0.19230769230769 4.3532569346154 - -
6 R.C.C. Work (AR0410b) : First floor - 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. stairs excluding landing but including railing details for 5 Sqm 13.165983472 Square Meter - - 0.66 8.68954909152 0.66 8.68954909152 - -
7 R.C.C. Work (AR0410a) : First floor - 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 83.124066964 Square Meter - - 0.36666666666667 30.478824553467 0.36666666666667 30.478824553467 - -
8 Masonry Brick Work (AR0603bi) : First floor - 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. 31.972591465 Cubic Meter 3.404 108.83470134686 - - 1.2075 38.606904193988 0.4025 12.868968064662
Total Qty 176.57956685121 151.6012095108 112.25020437402 19.011468064663
Rate Per Man Day 462 562 512 612
Total Amount 81579.75988526 85199.879745072 57472.104639496 11635.018455573
Total Labour Amount (in Rs.): 235886.7627254
MATERIAL STATEMENT
Sl.No. Activity Name Quantity (A) Unit BRM340 BRM028 BRM060 BRM052 BRM162 BRM341 BRM084 BRM104 BRM094 BRMMR0025 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)
1 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) 13.15 Cum 3.4733 45.673895 0.45 5.9175 0.36 4.734 0.54 7.101 - - - - - - - - - - - - - -
2 R.C.C. Work (AR0404A) :.First floor - 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) 22.0648802118 Cum 3.4733 76.637948439645 0.45 9.92919609531 0.36 7.943356876248 0.54 11.915035314372 - - - - - - - - - - - - - -
3 R.C.C. Work (AR0409) :.First floor - 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. 19.5 Qntl - - - - - - - - 0.8 15.6 1.05 20.475 - - - - - - - - - -
4 R.C.C. Work (AR0410d) :.First floor - 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 83.51663538 Sqm - - - - - - - - - - - - 0.66285714285714 55.359598309029 0.0062285714285714 0.52018932893829 - - - - - -
5 R.C.C. Work (AR0410e) :.First floor - 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 22.63693606 Sqm - - - - - - - - - - - - - - 0.0063538461538462 0.14383160911969 0.32307692307692 7.3134716501538 - - - -
6 R.C.C. Work (AR0410b) :.First floor - 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. stairs excluding landing but including railing details for 5 Sqm 13.165983472 Sqm - - - - - - - - - - - - - - 0.006408 0.084367622088576 0.156 2.053893421632 - - - -
7 R.C.C. Work (AR0410a) :.First floor - 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 83.124066964 Sqm - - - - - - - - - - - - 0.74666666666667 62.065969999787 0.0060266666666667 0.50096104356971 - - - - - -
8 Masonry Brick Work (AR0603bi) :.First floor - 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. 31.972591465 Cum 0.672 21.48558146448 0.28 8.9523256102 - - - - - - - - - - - - - - 1 31.972591465 350 11190.40701275
Total Qty 143.79742490412 24.79902170551 12.677356876248 19.016035314372 15.6 20.475 117.42556830882 1.2493496037163 9.3673650717858 31.972591465 11190.40701275
Rate Per Unit 557.587 1214.79 2372.58 2336.2 90.1 6712.107 250.166 58573.086 240.106 33 6.70035
Total Amount 80179.574760016 30125.603577636 30078.043377448 44425.261701436 1405.56 137430.390825 29375.884721543 73178.261782538 2249.1605579262 1055.095518345 74979.643627879
Total Material Amount (in Rs.): 504482.48044977
ROYALTY STATEMENT
Sl.No. Activity Name Quantity (A) Unit BRM340 BRM028 BRM060 BRM052 BRM341 BRM084 BRM104 BRM094 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)
1 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) 13.15 Cum 3.4733 45.673895 0.45 5.9175 0.36 4.734 0.54 7.101 - - - - - - - - - -
2 R.C.C. Work (AR0404A) :.First floor - 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) 22.0648802118 Cum 3.4733 76.637948439645 0.45 9.92919609531 0.36 7.943356876248 0.54 11.915035314372 - - - - - - - - - -
3 R.C.C. Work (AR0409) :.First floor - 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. 19.5 Qntl - - - - - - - - 1.05 20.475 - - - - - - - -
4 R.C.C. Work (AR0410d) :.First floor - 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 83.51663538 Sqm - - - - - - - - - - 0.0068 0.567913120584 0.0062285714285714 0.52018932893829 - - - -
5 R.C.C. Work (AR0410e) :.First floor - 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 22.63693606 Sqm - - - - - - - - - - - - 0.0063538461538462 0.14383160911969 0.0042461538461538 0.096119913116308 - -
6 R.C.C. Work (AR0410b) :.First floor - 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. stairs excluding landing but including railing details for 5 Sqm 13.165983472 Sqm - - - - - - - - - - - - 0.006408 0.084367622088576 0.001992 0.026226639076224 - -
7 R.C.C. Work (AR0410a) :.First floor - 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 83.124066964 Sqm - - - - - - - - - - 0.0092 0.7647414160688 0.0060266666666667 0.50096104356971 - - - -
8 Masonry Brick Work (AR0603bi) :.First floor - 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. 31.972591465 Cum 0.672 21.48558146448 0.28 8.9523256102 - - - - - - - - - - - - 350 11190.40701275
Total Qty 143.79742490412 24.79902170551 12.677356876248 19.016035314372 20.475 1.3326545366528 1.2493496037163 0.12234655219253 11190.40701275
Rate Per Unit 0 40.25 149.5 149.5 0 0 0 0 0.04025
Total Amount 0 998.16062364678 1895.2648529991 2842.8972794986 0 0 0 0 450.41388226319
Total Royalty Amount (in Rs.): 6186.7366384077
ADDITION COMPONENT
S/N Item Name Amount (in Rs.)
1 Display Citizen Board @ Rs. 5000 Rs. 5000
2 Contingency @ Rs. 8163 Rs. 8163
Total Addition Component Amount (in Rs.): 13163
DEDUCTION COMPONENT
Sl.No. Item Name Amount (in Rs.)
1 Contingency @ Rs. 8163 Rs. 8163
2 Royalty @ Rs. 5379.7709899197 Rs. 5379.7709899197
3 EMF @ Rs. 268.98854949599 Rs. 268.98854949599
4 DMF @ Rs. 537.97709899197 Rs. 537.97709899197
5 Empty Gunny Bag (Cement x Gunny Bag Rate : 43 x 3.945) @ 1140.105 Rs. 1140.105
6 Labour Cess @ 1% Rs. 8018.6589843759
Total Deduction Component Amount (in Rs.): 23508.500622784
Total Net Amount (in Rs.): 778357.39781481
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