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State: Odisha District: Sambalpur Block: Dhankauda Gram Panchayat: Bishalkhinda
Work Code: OD/371/3559/121297/381718/00013319 (Construction of Market Complex at Titheipali)
Project Category: Building
Financial Year: 2023-24 Execution Level: ps
Executing Agency: Panchayat Samiti, Dhankauda Proposal Date: 08-05-2023
Date of Commencement: 30-08-2025 Date of Completion: -
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: ASHRITA TOPNO
Administrative Approval Details
Approval No.: OD/371/3559/121297/381718/00013319/AS
Technical Sanction Details
Technical Sanction No.: OD/371/3559/121297/381718/00013319/TS
Fund Sanction No.: 12821
Fund Sanction Amount (in Rs.): 1000000
MATERIAL STATEMENT
Sl.No. Activity Name Quantity (A) Unit BRM029 BRM340 BRM028 BRM044 BRM060 BRM052 BRM104 BRM092 BRM094 BRM084 BRM162 BRM341 BRM006 BRMMR0025 BRM174 BRM131 BRMMR0027 BRM134 CON026 BRM149 BRM141 BRM138 BRM142 BRM255 BRM026
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) 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 (AR0122Ai1) :.Earthwork in all kinds of soil within 50m to 75m 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 - Earthwork in all kinds of soil within 50m to 75m 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 direction of the Engineer-in-charge. 20.27055 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. 21.92734 Cum 1 21.92734 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
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. 7.88807 Cum - - 2.29 18.0636803 0.48 3.7862736 0.96 7.5725472 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
4 R.C.C. Work (AR0404Aa) :.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. (including centring and shuttering) complete and as per direction of Engineer-in charge (RCC foundation, footing bases of column, mass concreate, pre-cast slabs etc.) 5.19 Cum - - 3.4733 18.026427 0.45 2.3355 - - 0.36 1.8684 0.54 2.8026 0.004005 0.02078595 0.189 0.98091 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
5 R.C.C. Work (AR0404Ab) :.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. (including centring and shuttering) complete and as per direction of Engineer-in charge (RCC Plinth band) 1.85955 Cum - - 3.4733 6.458775015 0.45 0.8367975 - - 0.36 0.669438 0.54 1.004157 0.01335 0.0248249925 0.63 1.1715165 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
6 R.C.C. Work (AR0404Ad) :.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. (including centring and shuttering) complete and as per direction of Engineer-in charge (RCC Lintels) 1.27834 Cum - - 3.4733 4.440058322 0.45 0.575253 - - 0.36 0.4602024 0.54 0.6903036 0.0741335 0.09476781839 - - 3.7695 4.81870263 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
7 R.C.C. Work (AR0405Ac) :.Reinforced cement concrete work of M-25 grade with 20mm & down grade size black hard crusher broken granite chips - Reinforced cement concrete work of M-25 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. (including centring and shuttering) complete and as per direction of Engineer-in charge. (RCC Beams, Column, Girder & Bressmer etc) 3.56573 Cum - - 4.03333 14.3817657809 0.45 1.6045785 - - 0.36 1.2836628 0.54 1.9254942 0.041529 0.14808120117 - - - - 4.4196 15.759100308 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
8 R.C.C. Work (AR0405Ag) :.Reinforced cement concrete work of M-25 grade with 20mm & down grade size black hard crusher broken granite chips - Reinforced cement concrete work of M-25 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. (including centring and shuttering) complete and as per direction of Engineer-in charge. (RCC Roof slab, lending, balcony, sun shed) 4.9387125 Cum - - 4.03333 19.919457287625 0.45 2.222420625 - - 0.36 1.7779365 0.54 2.66690475 0.0502172 0.248008313355 - - - - 6.2216 30.72669369 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
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. 16.6065 Qntl - - - - - - - - - - - - - - - - - - - - 0.8 13.2852 1.05 17.436825 - - - - - - - - - - - - - - - - - - - - - - - - - -
10 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. 29.83455 Cum - - 0.672 20.0488176 0.28 8.353674 - - - - - - - - - - - - - - - - - - 400 11933.82 - - - - - - - - - - - - - - - - - - - - - - - -
11 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. 15.477634 Cum - - 0.672 10.400970048 0.28 4.33373752 - - - - - - - - - - - - - - - - - - 400 6191.0536 1 15.477634 - - - - - - - - - - - - - - - - - - - - - -
12 Plastering (AR1027) :.6mm thick cement Plaster in CM (1:4) over R.C.C. surfaces including chipping (Inside) - 6mm thick cement Plaster in CM (1:4) over R.C.C. surfaces in inside including chipping 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. 27.9075 Sqm - - 0.0372 1.038159 0.0075 0.20930625 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
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. 132.9515 Sqm - - 0.0358 4.7596637 0.015 1.9942725 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
14 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. 104.4735 Sqm - - 0.043 4.4923605 0.018 1.880523 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
15 Other Building Items. (AR1901B) :.Vitrified Tile 600mmx600mm Plain Ivory - Supplying, fitting & fixing Vitrified Tile 600mmx600mm Plain Ivory in floors of size 600mm x 600 mm of approved make conforming IS:13755 laid on 20 mm thick cement mortar(1:4)and filling joints with white cement of approved quality including cost of all materials, taxes, labour, T&P , etc. required for the work all complete as per direction of Engineer-in-charge(for new work only) 44.6961 Sqm - - 0.1074 4.80036114 0.021 0.9386181 - - - - - - - - - - - - - - - - - - - - - - 0.0076 0.33969036 1 44.6961 - - - - - - - - - - - - - - - - - -
16 Flooring (AR0817aa) :.Fixing Vitrified tiles of premium grade having thickness 8mm to 10mm confirming to IS 13756 of size 600mmx600mm plain (Ivory) in dados skirting and risers of steps on 12mm thick cement plaster (1:3) - Fixing Vitrified tiles of premium grade having thickness 8mm to 10mm confirming to IS 13756 of size 600mmx600mm plain (Ivory) in dados skirting and risers of steps on 12mm thick cement plaster (1:3) jointed with neat cement slurry mixed with pigments to match the shade of the Vitrified tiles including rubbing and polishing complete including cost of precast tiles. 9.334 Sqm - - 0.1375 1.283425 0.015 0.14001 - - - - - - - - - - - - - - - - - - - - - - - - 1 9.334 1 9.334 - - - - - - - - - - - - - - - -
17 Flooring (AR0816j) :.Fixing Chequred Tiles in floor , treads or steps and landing on a 25mm thick bed of cement mortar 1:1 - Fixing Chequred Tiles in floor , treads or steps and landing on a 25mm thick bed of cement mortar 1:1 (1cement: 1sand) jointed with neat cement slurry mixed with pigment to match the shades of the Chequred tiles including rubbing and polishing, cost of precast tiles complete as per direction of Enginer-in-charge. 7.5525 Sqm - - 0.2737 2.06711925 0.013 0.0981825 - - - - - - - - - - - - - - - - - - - - - - - - - - 1 7.5525 1 7.5525 - - - - - - - - - - - - - -
18 Flooring (AR0817ap) :.Fixing Chequred Tiles in dados skirting and risers of steps on 12mm thick cement plaster (1:3) - Fixing Chequred Tiles in dados skirting and risers of steps on 12mm thick cement plaster (1:3) jointed with neat cement slurry mixed with pigments to match the shade of the Chequred tiles including rubbing and polishing complete including cost of precast tiles. 4.5315 Sqm - - 0.1375 0.62308125 0.015 0.0679725 - - - - - - - - - - - - - - - - - - - - - - - - - - 1 4.5315 1 4.5315 0.1375 0.62308125 - - - - - - - - - - - -
19 Roofing (AR1132) :.Supplying, feeting & fixing of G.C.I. Sheet (0.30mm thick) in roof drilling hole in wind ties - Supplying, fitting & fixing of G.C.I. Sheet (0.30mm thick) in roof drilling hole in wind ties including fixing of ridges valleys wind ties etc. including cost of fitting, Labour and material etc. complete as per direction of Engineer-in-Charge 21.147 Sqm - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 21.147 - - - - - - - - - -
20 Iron Work(AR1704) :.Iron Doors and windows fixing - Supplying, fitting & fixing of Mild steel and put up for frames & shutters of Doors and windows fixing in position with cost, conveyance, taxes of all materials, labours and T & P required for the work etc. as per direction of Engineer-in-charge. 6.05583 Qntl - - - - - - - - - - - - - - - - - - - - - - 1 6.05583 - - - - - - - - - - - - - - - - - - - - - - - - - -
21 Painting(AR0903ia) :.Painting two coats of enamel paint with a coat of wood primer in outer surface paint (Outside) - Painting two coats of enamel paint with a coat of wood primer in outer surface paint 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) 34.7895 Sqm - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0.125 4.3486875 0.075 2.6092125 - - - - - -
22 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) 113.776 Sqm - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0.25 28.444 - - - -
23 Painting(AR0918f) :.Finishing wall with two coat weather coat paint of approved shade in the outer surface of old work(Outside) - Finishing wall with two coat weather coat paint of approved shade in the outer surface of old work to give an even shade including all costs of labour, Paint, Brushes, and putty required for the work, etc. complete and as per direction of Engineer-in-charge. (Outside) 132.9515 Sqm - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0.125 16.6189375 - -
24 Earth Work (AR0115a) :.Filling foundation and plinth with crusher dust well watered and rammed - Filling foundation and plinth with crusher dust 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. 51.70947 Cum - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 51.70947
25 Earth Work (AR0114a) :.Filling of foundation with escalated earth - Filling in foundation and plinth with excavated materials in Hard soil / Gravelly soil including watering and ramming as directed by the Engineer-in-charge. 44.6269 Cum - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
Total Qty 21.92734 130.80412119353 29.377119595 7.5725472 6.0596397 9.08945955 0.536468275415 2.1524265 4.81870263 46.485793998 13.2852 23.492655 18124.8736 15.477634 0.33969036 54.0301 21.418 12.084 0.62308125 21.147 4.3486875 2.6092125 28.444 16.6189375 51.70947
Rate Per Unit 931.91 580.622 938.79 1551.51 2020.18 1983.8 58620.646 276.666 287.666 297.726 90 6740.862 5.4818 33 2042.622 664.5102781 8.5 254.75 0 318.608172 205.76622 155.50622 70.52622 195.21622 737.84
Total Amount 20434.3074194 75947.750455627 27578.94610459 11748.882706272 12241.562929146 18031.66985529 31448.116863333 595.503230049 1386.1769107616 13840.029503849 1195.668 158360.74536861 99356.93210048 510.761922 693.85900252392 35903.556776771 182.053 3078.399 0 6737.607013284 894.81298883625 405.74877305175 2006.04780168 3244.2861591662 38153.3153448
Total Material Amount (in Rs.): 563976.73922952
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