Print PDF
State: Odisha District: Kendrapara Block: Derabish Gram Panchayat: Khamala
Work Code: OD/360/3435/119066/396688/00013852 (construction of Market complex at Bishok chhak)
Project Category: Building
Financial Year: 2022-23 Execution Level: ps
Executing Agency: Panchayat Samiti, Derabish Proposal Date: 28-05-2021
Date of Commencement: 02-07-2025 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: HIMANSU PATI
Administrative Approval Details
Approval No.: OD/360/3435/119066/396688/00013852/AS
Technical Sanction Details
Technical Sanction No.: OD/360/3435/119066/396688/00013852/TS
Fund Sanction No.: 19248
Fund Sanction Amount (in Rs.): 1000000
MATERIAL STATEMENT
Sl.No. Activity Name Quantity (A) Unit BRM029 BRM340 BRM028 BRM044 BRM060 BRM052 BRM104 BRM092 BRM084 BRM094 BRM006 BRMMR0025 BRM341 BRM162 BRM057 BRM255 BRM252 BRM142 BRM253 BRM137 BRM141
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 (AR0102a) :.Earth work in hard soil or gravelly soil within 50m. Initial lead and 1.5m initial lift - Earth work in hard soil or gravelly soil 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 26.795 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. 55.27188 Cum 1 55.27188 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
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. 9.15426 Cum - - 2.29 20.9632554 0.48 4.3940448 0.96 8.7880896 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
4 R.C.C. Work (AR0404Ba) :.Reinforced cement concrete work of M-20 grade with 20mm & downgrade size black hard crusher broken granite chips(RCC foundation, footing bases of column, mass concreate, pre-cast slabs etc)(Nominal mix as per IS-456, Table-9). - Reinforced cement concrete work of M-20 grade with 20mm & downgrade 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)(Nominal mix as per IS-456, Table-9). 4.5248 Cum - - 3.4733 15.71598784 0.45 2.03616 - - 0.36 1.628928 0.54 2.443392 0.004005 0.018121824 0.189 0.8551872 - - - - - - - - - - - - - - - - - - - - - - - - - -
5 R.C.C. Work (AR0404Bb) :.Reinforced cement concrete work of M-20 grade with 20mm & downgrade size black hard crusher broken granite chips(RCC Plinth band)(Nominal mix as per IS-456, Table-9). - Reinforced cement concrete work of M-20 grade with 20mm & downgrade 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)(Nominal mix as per IS-456, Table-9).. 2.84 Cum - - 3.4733 9.864172 0.45 1.278 - - 0.36 1.0224 0.54 1.5336 0.01335 0.037914 0.63 1.7892 - - - - - - - - - - - - - - - - - - - - - - - - - -
6 R.C.C. Work (AR0404Ac) :.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 Beams, Column, Girder & Bressmer etc) 6.13045 Cum - - 3.4733 21.292891985 0.45 2.7587025 - - 0.36 2.206962 0.54 3.310443 0.041529 0.25459145805 - - 4.4196 27.09413682 - - - - - - - - - - - - - - - - - - - - - - - -
7 R.C.C. Work (AR0404Bd) :.Reinforced cement concrete work of M-20 grade with 20mm & downgrade size black hard crusher broken granite chips(RCC Lintels)(Nominal mix as per IS-456, Table-9). - Reinforced cement concrete work of M-20 grade with 20mm & downgrade 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)(Nominal mix as per IS-456, Table-9). 1.98125 Cum - - 3.4733 6.881475625 0.45 0.8915625 - - 0.36 0.71325 0.54 1.069875 0.0741335 0.146876996875 - - - - 3.7695 7.468321875 - - - - - - - - - - - - - - - - - - - - - -
8 R.C.C. Work (AR0404Bg) :.Reinforced cement concrete work of M-20 grade with 20mm & downgrade size black hard crusher broken granite chips(RCC Roof slab, lending, balcony, sun shed)(Nominal mix as per IS-456, Table-9). - Reinforced cement concrete work of M-20 grade with 20mm & downgrade 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)(Nominal mix as per IS-456, Table-9). 6.40915 Cum - - 3.4733 22.260900695 0.45 2.8841175 - - 0.36 2.307294 0.54 3.460941 0.0502172 0.32184956738 - - 6.2216 39.87516764 - - - - - - - - - - - - - - - - - - - - - - - -
9 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. 14.84728 Cum - - 0.672 9.97737216 0.28 4.1572384 - - - - - - - - - - - - - - 400 5938.912 - - - - - - - - - - - - - - - - - - - -
10 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. 22.6725 Cum - - 0.672 15.23592 0.28 6.3483 - - - - - - - - - - - - - - 400 9069 1 22.6725 - - - - - - - - - - - - - - - - - -
11 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. 89.715 Sqm - - 0.0358 3.211797 0.015 1.345725 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
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. 156 Sqm - - 0.043 6.708 0.018 2.808 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
13 Plastering (AR1008) :.20mm thick cement Plaster in CM (1:6) over brick work in inside. - 20mm thick cement Plaster in CM (1:6) for stone 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. 39.604 Sqm - - 0.057 2.257428 0.021 0.831684 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
14 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. 5.6 Qntl - - - - - - - - - - - - - - - - - - - - - - - - 1 5.6 - - - - - - - - - - - - - - - -
15 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. 21 Qntl - - - - - - - - - - - - - - - - - - - - - - - - 1.05 22.05 0.8 16.8 - - - - - - - - - - - - - -
16 Flooring (AR0802ii) :.2.5 cm thick A.S. flooring in C.C (1:2:4) with 12 mm size HG Hand broken chips - 2.5 cm thick A.S. flooring in C.C (1:2:4) with 12 mm size HG Hand broken chips including punning incl. cost, conveyance & royalty of materials as per direction of Engineer-in-charge. 57.9 Sqm - - 0.0858 4.96782 0.012 0.6948 - - - - - - - - - - - - - - - - - - - - - - 0.023 1.3317 - - - - - - - - - - - -
17 Painting(AR0918ca) :.Finishing wall two coats with weather coat with one coat oilbound Primer - Finishing wall surface two coats with weather coat with one coat oilbound 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) 133.44 Sqm - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0.125 16.68 0.084 11.20896 - - - - - - - -
18 Painting(AR0922b) :.Finishing wall surface with two coats with distemper of approved shades above one coat waterbound Primer on new work (Inside) - Finishing wall surface with two coats with distemper of approved shades above one coat waterbound Primer for new work to give an even shade including all costs of labor, Paint, Primer, Brushes and putty required for the work, etc. complete and as per direction of the Engineer-in-charge.(Inside) 177.84 Sqm - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0.25 44.46 0.084 14.93856 - - - -
19 Painting(AR0901b) :.Priming one coat in inner surface with primer of approved quality over iron work. - Priming one coat in inner surface with primer of approved quality over iron work including cost conveyance, taxes of all materials, labor and T&P required for the work complete as per direction of the Engineer-in-charge. 45.36 Sqm - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0.054 2.44944 - -
20 Painting(AR0903i) :.Painting two coats of enamel paint in outer surface paint (outer surface) - Painting two coats of enamel paint in outer surface paint including all costs of labour, Paint and brushes required for the work etc. complete and as per direction of Engineer-in-charge.(Outside) 45.36 Sqm - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0.125 5.67
Total Qty 55.27188 139.337020705 30.4283347 8.7880896 7.878834 11.818251 0.779353846305 2.6443872 66.96930446 7.468321875 15007.912 22.6725 27.65 16.8 1.3317 16.68 11.20896 44.46 14.93856 2.44944 5.67
Rate Per Unit 535.49 611.272 543.12 1796.75 2270.02 2244.2 58573.086 229.106 250.166 240.106 5.08275 33 6553.262 90.1 1928.77 191.65732 125.80732 70.40732 159.33732 143.00732 205.64732
Total Amount 29597.5390212 85172.819320387 16526.237142264 15789.9999888 17885.11075668 26522.5188942 45649.159864054 605.8449738432 16753.44301954 1793.1888921187 76281.464718 748.1925 181197.6943 1513.68 2568.543009 3196.8440976 1410.1692175872 3130.3094472 2380.2701150592 350.2878499008 1166.0203044
Total Material Amount (in Rs.): 530239.33743183
© 2023 Panchayati Raj Project Management System, All Rights Reserved.
Privacy Policy | User Manual | FAQ | SOP | Download Mobile App