Print PDF
State: Odisha District: Koraput Block: Semiliguda Gram Panchayat: Hataguda
Work Code: OD/363/3479/119917/429898/00047593 (Provision of Facility Centre at Hataguda GP Hqr)
Project Category: Building
Financial Year: 2022-23 Execution Level: ps
Executing Agency: Panchayat Samiti, Semiliguda Proposal Date: 12-12-2023
Date of Commencement: 11-08-2025 Date of Completion: -
Scheme Name: 5th SFC Grant in Aid Scheme Component Name: Provision of Facilities at GP Head Quarter
Project Sub-Category: GP Facility Centre Project Type: New Work
Name of Executant: SMT SWARNAPRAVA NAIK
Administrative Approval Details
Approval No.: OD/363/3479/119917/429898/00047593/AS
Technical Sanction Details
Technical Sanction No.: OD/363/3479/119917/429898/00047593/TS
Fund Sanction No.: 6056
Fund Sanction Amount (in Rs.): 1000000
MATERIAL STATEMENT
Sl.No. Activity Name Quantity (A) Unit BRM029 BRM340 BRM028 BRM044 BRM034 BRM060 BRM052 BRM104 BRM092 BRM084 BRM094 BRM056 BRM162 BRM341 BRM129 BRM174 BRM131 BRMMR0005 BRM271 BRMMR0008 BRMMR0013 BRMMR0012 BRMMR0011 BRMMR0010 BRMMR0009 BRM304 BRM064 BRM253 BRM143 BRMMR0025 BRM005 BRM140 BRM281 BRMMR0018 BRMMR0017 BRMMR0016 BRMMR0015
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) 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 51.72075 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. 22.63725 Cum 1 22.63725 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
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. 7.95375 Cum - - 2.29 18.2140875 0.48 3.8178 0.96 7.6356 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
4 Masonry Stone Work (AR0703) :.Random rubble H.G. stone of masonry. - Random rubble H.G. stone of size not less than 0.0025 cum stacked masonry in cement mortar (1:6) in foundation and plinth including watering, curing for seven days 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. 23.94081 Cum - - 0.8151 19.514154231 0.34 8.1398754 - - 1 23.94081 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
5 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.) 4.968765 Cum - - 3.4733 17.2580114745 0.45 2.23594425 - - - - 0.36 1.7887554 0.54 2.6831331 0.004005 0.019899903825 0.189 0.939096585 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
6 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) 2.0102 Cum - - 3.4733 6.98202766 0.45 0.90459 - - - - 0.36 0.723672 0.54 1.085508 0.01335 0.02683617 0.63 1.266426 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
7 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) 3.816735 Cum - - 3.4733 13.2566656755 0.45 1.71753075 - - - - 0.36 1.3740246 0.54 2.0610369 0.041529 0.158505187815 - - 4.4196 16.868442006 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
8 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) 1.209225 Cum - - 3.4733 4.2000011925 0.45 0.54415125 - - - - 0.36 0.435321 0.54 0.6529815 0.0741335 0.0896440815375 - - - - 3.7695 4.5581736375 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
9 R.C.C. Work (AR0404Ag) :.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 Roof slab, landing, balcony, sun shade) 7.825 Cum - - 3.4733 27.1785725 0.45 3.52125 - - - - 0.36 2.817 0.54 4.2255 0.0502172 0.39294959 - - 6.2216 48.68402 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
10 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. 76.695 Sqm - - 0.0358 2.745681 0.015 1.150425 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
11 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. 124.845 Sqm - - 0.043 5.368335 0.018 2.24721 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
12 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. 33.58125 Sqm - - 0.057 1.91413125 0.021 0.70520625 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
13 Concrete (AR0307) :.Cement concrete (1:2:4)with 12mm size hard broken granite chips per 1cum - Cement concrete work with (1:2:4) using 12mm size hard granite(crusher broken) 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 as per specificaion and direction of Engineer-in charge. 3.2844 Cum - - 3.23 10.608612 0.45 1.47798 - - - - - - - - - - - - - - - - 0.9 2.95596 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
14 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. 18.90401 Qntl - - - - - - - - - - - - - - - - - - - - - - - - 0.8 15.123208 1.05 19.8492105 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
15 Flooring (AR0817b) :.Fixing ceramic tiles (20cmx30cm / 20cmx20cm special plain/printed series ceramic wall tiles of premium grade having thickness 6.5mm to 6.7mm confirming to IS 13753) - Fixing ceramic tiles (20cmx30cm / 20cmx20cm special plain/printed series ceramic wall tiles of premium grade having thickness 6.5mm to 6.7mm confirming to IS 13753) in wall cladding on 12mm thick cement plaster (1:3) jointed with neat cement slurry mixed with pigments to match the shade of the ceramic tiles including rubbing and polishing, cost of precast tiles complete as per direction of Engineer-in-charge. 36.5325 Sqm - - 0.1375 5.02321875 0.015 0.5479875 - - - - - - - - - - - - - - - - - - - - - - 1 36.5325 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
16 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) 49.7675 Sqm - - 0.1074 5.3450295 0.021 1.0451175 - - - - - - - - - - - - - - - - - - - - - - - - 0.0076 0.378233 1 49.7675 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
17 Other Building Items. (AR1907) :.aluminum sliding window (sliding type) - Supplying, fitting, fixing up window (sliding type) made up aluminum Section 9778,as windows frame, section No. 4095,4096 and 9777, 3994 as shutter frame with 5mm thick black glass as panel fitted with rubber beading including locking arrangement including all fitting including cost of materials all taxes labour, T&P etc. complete as per direction of Engineer-incharge. 3.6 Sqm - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1.3422818791946 4.8322147651007 1.1006711409396 3.9624161073826 0.67114093959732 2.4161073825503 5.3691275167785 19.328859060403 5.0335570469799 18.120805369128 6.5436241610738 23.557046979866 0.67114093959732 2.4161073825503 5.3691275167785 19.328859060403 5.1330201342282 18.478872483221 - - - - - - - - - - - - - - - - - - - - - -
18 Concrete (AR0317) :.2.5 cm thick grading concrete (1:2:2) on roof slab with 6mm size hard granite chips - 2.5 cm thick grading concrete (1:2:2) on roof slab with 6mm size hard granite chips including hoisting and laying in position compacting and curing for proper period with cost conveyance, royalty, taxes of all materials, labour and T&P required for the work etc. complete as per specificaion and direction of Engineer-in charge. (new work) 59.7025 Sqm - - 0.1208 7.212062 0.0169 1.00897225 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0.0169 1.00897225 - - - - - - - - - - - - - - - - - - - -
19 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. 110.865 Sqm - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0.084 9.31266 - - - - - - - - - - - - - - - - - -
20 Painting(AR0918c) :.Finishing wall with two coat water proofing cement paint including one coat cement wash on the outer surface of approved shade on new work (Outside) - Finishing wall with two coat water proofing cement paint including one coat cement wash on the outer surface of approved shade on new 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) 88.53 Sqm - - 0.010763440860215 0.95288741935484 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0.25 22.1325 - - - - - - - - - - - - - - - -
21 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. 25.060425 Cum - - 0.672 16.8406056 0.28 7.016919 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 25.060425 350 8771.14875 - - - - - - - - - - - -
22 Painting(AR0920) :.Finishing wall two coats with plastic emulsion paint of approved shades on new work (Inside) - Finishing wall two coats with plastic emulsion paint 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) 94.545 Sqm - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0.125 11.818125 - - - - - - - - - -
23 Other Building Items. (AR1909) :.Al. door with OEL anodized Al. door section of 9202 as vertical member - Providing fitting, fixing of Al. door with OEL anodized Al. door section of 9202 as vertical member, 9201 as top member and 9200 as bottom and middle member and 12mm thick pre-laminated board fixed on door frame by means of tapered clip No. 4660 and the frame to be completed by means of jointing angle No.1855 including all cost of labour,T&P , hire charges of drilling machine, labour charges etc. complete. and as per direction of Engineer in Charge 7.5 Sqm - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0.69444444444444 5.2083333333333 - - - - 8.4675925925926 63.506944444444 - - - - 11.821805555556 88.663541666667 - - - - - - - - - - - - 1.1018518518519 8.2638888888889 0.46296296296296 3.4722222222222 0.92592592592593 6.9444444444444 0.46296296296296 3.4722222222222 1.8518518518519 13.888888888889
Total Qty 22.63725 162.61408275285 36.08095915 7.6356 23.94081 7.138773 10.7081595 0.6878349331775 2.205522585 65.552462006 4.5581736375 2.95596 15.123208 19.8492105 36.5325 0.378233 49.7675 4.8322147651007 3.9624161073826 7.6244407158837 19.328859060403 18.120805369128 87.06399142431 2.4161073825503 19.328859060403 107.14241414989 1.00897225 9.31266 22.1325 25.060425 8771.14875 11.818125 8.2638888888889 3.4722222222222 6.9444444444444 3.4722222222222 13.888888888889
Rate Per Unit 478.15 605.057 872.67 1531.66 763.27 1955.08 1918.7 58763.326 419.346 440.406 430.346 1933.03 90.1 6641.497 418.0738891 2053.857 663.9538891 40 705.01 100 25 10 15 30 1.5 297.97 1386.61 159.39677 48.19677 33 6.4484 249.70677 710.82 600 62.5 25 39
Total Amount 10824.0010875 98390.789068194 31486.77062143 11695.143096 18273.3020487 13956.87231684 20545.74563265 40419.468412498 924.87707392941 28869.697582214 1961.5917922036 5713.9593588 1362.6010408 131828.47198812 15273.284353546 776.836494681 33043.325175784 193.28859060403 2793.5429798658 762.44407158837 483.22147651007 181.20805369128 1305.9598713647 72.48322147651 28.993288590604 31925.225144242 1399.0510115725 1484.4079241082 1066.715012025 826.994025 56559.8755995 2951.0658212063 5874.1375 2083.3333333333 434.02777777778 86.805555555556 541.66666666667
Total Material Amount (in Rs.): 576401.18406857
© 2023 Panchayati Raj Project Management System, All Rights Reserved.
Privacy Policy | User Manual | FAQ | SOP | Download Mobile App