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State: Odisha District: Angul Block: Kishorenagar Gram Panchayat: Dhadarpal
Work Code: OD/344/3281/115695/404693/00079308 (Construction of Market Complex near GP Office, Dhadarpal)
Project Category: Building
Financial Year: 2022-23 Execution Level: ps
Executing Agency: Panchayat Samiti, Kishorenagar Proposal Date: -
Date of Commencement: 24-02-2026 Date of Completion: 14-03-2026
Scheme Name: 5th SFC Grant in Aid Scheme Component Name: Creation of Capital Asset for Revenue Generation
Project Sub-Category: Market Complex Project Type: New Work
Name of Executant: MANORANJAN PRADHAN
Administrative Approval Details
Approval No.: OD/344/3281/115695/404693/00079308/AS
Technical Sanction Details
Technical Sanction No.: OD/344/3281/115695/404693/00079308/TS
Fund Sanction No.:
Fund Sanction Amount (in Rs.): 1000000
MATERIAL STATEMENT
Sl.No. Activity Name Quantity (A) Unit BRM029 BRM340 BRM028 BRM044 BRM005 BRMMR0025 BRM060 BRM052 BRM104 BRM092 BRM094 BRM084 BRM162 BRM341 BRM056 BRM253 BRM255 BRM142
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) 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 29.7144 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. 64.43364 Cum 1 64.43364 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
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. 8.85436 Cum - - 2.29 20.2764844 0.48 4.2500928 0.96 8.5001856 - - - - - - - - - - - - - - - - - - - - - - - - - - - -
4 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. 27.530886 Cum - - 0.672 18.500755392 0.28 7.70864808 - - 350 9635.8101 - - - - - - - - - - - - - - - - - - - - - - - - - -
5 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. 23.129475 Cum - - 0.672 15.5430072 0.28 6.476253 - - 350 8095.31625 1 23.129475 - - - - - - - - - - - - - - - - - - - - - - - -
6 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) 26.49121 Cum - - 3.4733 92.011919693 0.45 11.9210445 - - - - - - 0.36 9.5368356 0.54 14.3052534 - - - - - - - - - - - - - - - - - - - -
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 78.103 Sqm - - - - - - - - - - - - - - - - 0.00267 0.20853501 0.126 9.840978 - - - - - - - - - - - - - - - -
8 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 15.831 Sqm - - - - - - - - - - - - - - - - 0.0052948717948718 0.083823115384615 - - 0.26923076923077 4.2621923076923 - - - - - - - - - - - - - -
9 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 35.917 Sqm - - - - - - - - - - - - - - - - 0.0051904761904762 0.18642633333333 - - - - 0.55238095238095 19.839866666667 - - - - - - - - - - - -
10 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 68.5926 Sqm - - - - - - - - - - - - - - - - 0.0050222222222222 0.34448728 - - - - 0.62222222222222 42.67984 - - - - - - - - - - - -
11 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. 26.5 Qntl - - - - - - - - - - - - - - - - - - - - - - - - 0.8 21.2 1.05 27.825 - - - - - - - -
12 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. 162.545 Sqm - - 0.0358 5.819111 0.015 2.438175 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
13 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. 143.4262 Sqm - - 0.043 6.1673266 0.018 2.5816716 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
14 Flooring (AR0802i) :.2.5 cm thick A.S. flooring in C.C (1:2:4) with 12 mm size HG crusher broken chips - 2.5 cm thick A.S. flooring in C.C (1:2:4) with 12 mm size HG crusher broken chips including punning incl. cost, conveyance & royalty of materials as per direction of Engineer-in-charge. 39.04 Sqm - - 0.0858 3.349632 0.012 0.46848 - - - - - - - - - - - - - - - - - - - - - - 0.023 0.89792 - - - - - -
15 Painting(AR0901d) :.Priming one coat with inner surface primer of approved quality water-bound primer over plastering surfaces (Inner surface) - Priming one coat with inner surface primer of approved quality water-bound primer over plastering surfaces including cost conveyance, taxes of all materials, labor and T&P required for the work complete as per direction of the Engineer-in-charge. 143.426 Sqm - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0.084 12.047784 - - - -
16 Painting(AR0918cb) :.Finishing wall two coats with weather coat with one coat waterbound Primer - Finishing wall two coats with weather coat with one coat waterbound Primer including all costs of labour, Paint, Primer, Brushes and putty required for the work etc. complete and as per direction of Engineer-in-charge.(Outside) 143.426 Sqm - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0.090322580645161 12.954606451613 0.125 17.92825 - -
17 Painting(AR0922) :.Finishing wall two coats with distemper of approved shades on new work (Inside) - Finishing wall two coats with distemper of approved shades on new work to give an even shade including all costs of labor, Paint and Brushes required for the work, etc. complete and as per direction of the Engineer-in-charge.(Inside) 201.585 Sqm - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0.25 50.39625
Total Qty 64.43364 161.668236285 35.84436498 8.5001856 17731.12635 23.129475 9.5368356 14.3052534 0.82327173871795 9.840978 4.2621923076923 62.519706666667 21.2 27.825 0.89792 25.002390451613 17.92825 50.39625
Rate Per Unit 543.25 551.372 873.69 1792.06 6.4606 33 2202.03 2179.1 58620.646 276.666 287.666 297.726 90.1 6386.662 2193.43 159.33732 195.09732 70.40732
Total Amount 35003.57493 89139.338776933 31316.863239376 15232.842606336 114553.71489681 763.272675 21000.398096268 31172.57768394 48260.721157189 2722.664019348 1226.0878123846 18613.74218704 1910.12 177708.87015 1969.5246656 3983.8138881536 3497.75352729 3548.26490055
Total Material Amount (in Rs.): 601624.14521222
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