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State: Odisha District: Ganjam Block: Surada Gram Panchayat: Merrikota
Work Code: OD/354/3385/118034/410961/00048396 (COMPLETION OF INCOMPLETE AWC AT AMBILIAMBA)
Project Category: Building
Financial Year: 2025-26 Execution Level: ps
Executing Agency: Panchayat Samiti, Surada Proposal Date: 21-05-2025
Date of Commencement: 08-08-2025 Date of Completion: -
Scheme Name: 5th SFC Grant in Aid Scheme Component Name: Maintenance of Primary School Building
Project Sub-Category: AWC Project Type: New Work
Name of Executant: MUKESH TOPPO
Administrative Approval Details
Approval No.: OD/354/3385/118034/410961/00048396/AS
Technical Sanction Details
Technical Sanction No.: OD/354/3385/118034/410961/00048396/TS
Fund Sanction No.:
Fund Sanction Amount (in Rs.): 500000
ACTIVITY STATEMENT
Sl.No. Activity taken Unit Quantity Unit Price (in Rs.) Total (in Rs.)
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 Cum 39.7921832 240.77592 9580.9995187885
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. Cum 7.4561674 885.490432 6602.3648920903
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. Cum 7.4561674 5589.8360413 41678.753262486
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) Cum 11.4382174 5897.477591341 67456.630801387
5 Masonry Brick Work (AR0603c) : Flyash Bricks of size (23cm x 11cm x 8cm) in cement mortar (1:6) in foundation and plinth - Brickwork with Flyash Bricks of size (23cm x 11cm 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. Cum 20.4891091048 5123.16050544 104968.99455736
6 Masonry Brick Work (AR0603ci) : Flyash Bricks of size (25cm x 12cm x 8cm) in cement mortar (1:6) in superstructure - Brickwork with Flyash Bricks of size (23cm x 11cm 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 21.901275 5156.49050544 112933.71659453
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 Sqm 39.797322625 216.23489289764 8605.5697954297
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 Sqm 38.3224875 1047.3822930467 40138.294833003
9 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. Qntl 11 8789.5149909 96684.6648999
Total Amount (in Rs.): 488649.98915498
LABOUR STATEMENT
Sl.No. Activity Name Quantity (A) Unit Un-Skilled Skilled Semi-Skilled Highly-Skilled
462 562 512 612
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 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 39.7921832 Cubic Meter 0.516 20.5327665312 - - - - - -
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. 7.4561674 Cubic Meter 0.1236 0.92158229064 - - - - - -
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. 7.4561674 Cubic Meter 3.9 29.07905286 - - 0.18 1.342110132 - -
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) 11.4382174 Cubic Meter 1.3333 15.25057525942 0.0573 0.65540985702 0.1 1.14382174 - -
5 Masonry Brick Work (AR0603c) : Flyash Bricks of size (23cm x 11cm x 8cm) in cement mortar (1:6) in foundation and plinth - Brickwork with Flyash Bricks of size (23cm x 11cm 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. 20.4891091048 Cubic Meter 2.96 60.647762950208 - - 1.05 21.51356456004 0.35 7.17118818668
6 Masonry Brick Work (AR0603ci) : Flyash Bricks of size (25cm x 12cm x 8cm) in cement mortar (1:6) in superstructure - Brickwork with Flyash Bricks of size (23cm x 11cm 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. 21.901275 Cubic Meter 2.96 64.827774 - - 1.05 22.99633875 0.35 7.66544625
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 39.797322625 Square Meter - - 0.05 1.98986613125 0.05 1.98986613125 - -
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 38.3224875 Square Meter - - 0.6547619047619 25.092104910714 0.6547619047619 25.092104910714 - -
9 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. 11 Quintal 0.8 8.8 0.044 0.484 - - 0.3 3.3
Total Qty 200.05951389147 74.077806224004 28.221380898984 18.13663443668
Rate Per Man Day 462 562 512 612
Total Amount 92427.495417858 41631.72709789 14449.34702028 11099.620275248
Total Labour Amount (in Rs.): 159608.18981128
MATERIAL STATEMENT
Sl.No. Activity Name Quantity (A) Unit BRM029 BRM340 BRM028 BRM044 BRM060 BRM052 BRM006 BRMMR0025 BRM104 BRM092 BRM084 BRM162 BRM341
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 39.7921832 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. 7.4561674 Cum 1 7.4561674 - - - - - - - - - - - - - - - - - - - - - - - -
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. 7.4561674 Cum - - 2.29 17.074623346 0.48 3.578960352 0.96 7.157920704 - - - - - - - - - - - - - - - - - -
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) 11.4382174 Cum - - 3.4733 39.72836049542 0.45 5.14719783 - - 0.36 4.117758264 0.54 6.176637396 - - - - - - - - - - - - - -
5 Masonry Brick Work (AR0603c) :.Flyash Bricks of size (23cm x 11cm x 8cm) in cement mortar (1:6) in foundation and plinth - Brickwork with Flyash Bricks of size (23cm x 11cm 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. 20.4891091048 Cum - - 0.672 13.768681318426 0.28 5.736950549344 - - - - - - 400 8195.64364192 - - - - - - - - - - - -
6 Masonry Brick Work (AR0603ci) :.Flyash Bricks of size (25cm x 12cm x 8cm) in cement mortar (1:6) in superstructure - Brickwork with Flyash Bricks of size (23cm x 11cm 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. 21.901275 Cum - - 0.672 14.7176568 0.28 6.132357 - - - - - - 400 8760.51 1 21.901275 - - - - - - - - - -
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 39.797322625 Sqm - - - - - - - - - - - - - - - - 0.00267 0.10625885140875 0.126 5.01446265075 - - - - - -
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 38.3224875 Sqm - - - - - - - - - - - - - - - - 0.0051904761904762 0.19891195892857 - - 0.55238095238095 21.168612142857 - - - -
9 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. 11 Qntl - - - - - - - - - - - - - - - - - - - - - - 0.8 8.8 1.05 11.55
Total Qty 7.4561674 85.289321959846 20.595465731344 7.157920704 4.117758264 6.176637396 16956.15364192 21.901275 0.30517081033732 5.01446265075 21.168612142857 8.8 11.55
Rate Per Unit 664.37 599.177 667.74 1336.36 1748.88 1723.4 5.36398 33 58573.086 229.106 250.166 90.1 6505.642
Total Amount 4953.653935538 51103.400063934 13752.416287448 9565.5589119974 7201.4650727443 10644.816888266 90952.469012186 722.742075 17874.796118578 1148.8434800627 5295.66702533 792.88 75140.1651
Total Material Amount (in Rs.): 289148.87397108
ROYALTY STATEMENT
Sl.No. Activity Name Quantity (A) Unit BRM029 BRM340 BRM028 BRM044 BRM060 BRM052 BRM006 BRM104 BRM092 BRM084 BRM341
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 39.7921832 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. 7.4561674 Cum 1 7.4561674 - - - - - - - - - - - - - - - - - - - -
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. 7.4561674 Cum - - 2.29 17.074623346 0.48 3.578960352 0.96 7.157920704 - - - - - - - - - - - - - -
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) 11.4382174 Cum - - 3.4733 39.72836049542 0.45 5.14719783 - - 0.36 4.117758264 0.54 6.176637396 - - - - - - - - - -
5 Masonry Brick Work (AR0603c) :.Flyash Bricks of size (23cm x 11cm x 8cm) in cement mortar (1:6) in foundation and plinth - Brickwork with Flyash Bricks of size (23cm x 11cm 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. 20.4891091048 Cum - - 0.672 13.768681318426 0.28 5.736950549344 - - - - - - 400 8195.64364192 - - - - - - - -
6 Masonry Brick Work (AR0603ci) :.Flyash Bricks of size (25cm x 12cm x 8cm) in cement mortar (1:6) in superstructure - Brickwork with Flyash Bricks of size (23cm x 11cm 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. 21.901275 Cum - - 0.672 14.7176568 0.28 6.132357 - - - - - - 400 8760.51 - - - - - - - -
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 39.797322625 Sqm - - - - - - - - - - - - - - 0.00267 0.10625885140875 0.000614 0.02443555609175 - - - -
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 38.3224875 Sqm - - - - - - - - - - - - - - 0.0051904761904762 0.19891195892857 - - 0.0056666666666667 0.2171607625 - -
9 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. 11 Qntl - - - - - - - - - - - - - - - - - - - - 1.05 11.55
Total Qty 7.4561674 85.289321959846 20.595465731344 7.157920704 4.117758264 6.176637396 16956.15364192 0.30517081033732 0.02443555609175 0.2171607625 11.55
Rate Per Unit 155.25 0 155.25 230 230 230 0.04025 0 0 0 0
Total Amount 1157.56998885 0 3197.4460547912 1646.32176192 947.08440072 1420.62660108 682.48518408728 0 0 0 0
Total Royalty Amount (in Rs.): 9051.5339914484
ADDITION COMPONENT
S/N Item Name Amount (in Rs.)
1 Provision for Contingency @ 1% Rs. 4886.4998915498
2 Display Citizen Board @ Rs. 5000 Rs. 5000
3 Any Other Lumpsum @ Rs. 1463 Rs. 1463
Total Addition Component Amount (in Rs.): 11349.49989155
DEDUCTION COMPONENT
Sl.No. Item Name Amount (in Rs.)
No data to display.
Total Deduction Component Amount (in Rs.): 0
Total Net Amount (in Rs.): 499999.48904653
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