Print PDF
State: Odisha District: Jagatsinghpur Block: Balikuda Gram Panchayat: Alavar
Work Code: OD/355/3386/118043/398308/00058703 (Provision of Facilities center at Alavar G.P Headquarter)
Project Category: Building
Financial Year: 2025-26 Execution Level: ps
Executing Agency: Panchayat Samiti, Balikuda Proposal Date: -
Date of Commencement: 26-02-2026 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: SARADA PRASANNA SWAIN
Administrative Approval Details
Approval No.: OD/355/3386/118043/398308/00058703/AS
Technical Sanction Details
Technical Sanction No.: OD/355/3386/118043/398308/00058703/TS
Fund Sanction No.: 35908
Fund Sanction Amount (in Rs.): 1000000
MATERIAL STATEMENT
Sl.No. Activity Name Quantity (A) Unit BRM029 BRM044 BRM340 BRM028 BRM005 BRMMR0025 BRM060 BRM052 BRM104 BRM092 BRM084 BRM094 BRM162 BRM341 BRM174 BRM131 BRMMR0027 BRM142 BRM253 BRM143 BRM141 BRM138 BRMMR0038 BRMMR0005 BRM271 BRMMR0008 BRMMR0013 BRMMR0012 BRMMR0011 BRMMR0010 BRMMR0009 BRM304 BRM204 BRMMR0033 BRM281 BRMMR0032 BRMMR0031 BRMMR0002 LR045 BRM272 BRMMR0019 BRMMR0018 BRMMR0017 BRMMR0015 BRM130
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) 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 (AR0101aa) :.Earthwork in ordinary soil in foundation and plinth within 50m, initial lead and 1.5m, initial lift - Earthwork in ordinary soil in foundation and plinth within 50m, initial lead and 1.5m, initial lift including rought 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 per 100 cum 29.98561875 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. 26.13059275 Cum 1 26.13059275 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
3 Concrete (AR0304) :.Cement concrete (1:4:8) with 4 cm. hard granite(Crusher Broken) metal - Cement concrete (1:4:8) 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. 9.26832075 Cum - - 0.96 8.89758792 1.72 15.94151169 0.48 4.44879396 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
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. 10.191669095 Cum - - - - 0.672 6.84880163184 0.28 2.8536673466 350 3567.08418325 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
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. 13.0706231142 Cum - - - - 0.672 8.7834587327424 0.28 3.659774471976 350 4574.71808997 1 13.0706231142 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
6 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.) 3.396 Cum - - - - 3.4733 11.7953268 0.45 1.5282 - - - - 0.36 1.22256 0.54 1.83384 0.004005 0.01360098 0.189 0.641844 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
7 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) 2.0486260196 Cum - - - - 3.4733 7.1154927538767 0.45 0.92188170882 - - - - 0.36 0.737505367056 0.54 1.106258050584 0.01335 0.02734915736166 0.63 1.290634392348 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
8 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) 5.6141189646 Cum - - - - 3.4733 19.499519399745 0.45 2.52635353407 - - - - 0.36 2.021082827256 0.54 3.031624240884 0.041529 0.23314874648087 - - 4.4196 24.812160175946 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
9 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) 1.04620006 Cum - - - - 3.4733 3.633766668398 0.45 0.470790027 - - - - 0.36 0.3766320216 0.54 0.5649480324 0.0741335 0.07755847214801 - - - - 3.7695 3.94365112617 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
10 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) 5.6838922184 Cum - - - - 3.4733 19.741862842169 0.45 2.55775149828 - - - - 0.36 2.046201198624 0.54 3.069301797936 0.0502172 0.28542915230984 - - 6.2216 35.362903825997 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
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 Qntl - - - - - - - - - - - - - - - - - - - - - - - - 0.8 20.8 1.05 27.3 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
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. 95.68630325 Sqm - - - - 0.0358 3.42556965635 0.015 1.43529454875 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
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. 46.5429 Sqm - - - - 0.043 2.0013447 0.018 0.8377722 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
14 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) 37.81468488 Sqm - - - - 0.1074 4.061297156112 0.021 0.79410838248 - - - - - - - - - - - - - - - - - - - - 0.0076 0.287391605088 1 37.81468488 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
15 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. 31.469875 Sqm - - - - 0.1375 4.3271078125 0.015 0.472048125 - - - - - - - - - - - - - - - - - - - - - - 1 31.469875 1 31.469875 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
16 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. 1.92 Qntl - - - - - - - - - - - - - - - - - - - - - - - - - - 1 1.92 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
17 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) 104.337848 Sqm - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0.25 26.084462 0.084 8.764379232 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
18 Painting(AR0918ib) :.Finishing wall two coats with waterproofing cement paint with one coat waterbound Primer - Finishing wall two coats with waterproofing cement paint 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) 95.68630325 Sqm - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0.090322580645161 8.6426338419355 0.25 23.9215758125 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
19 Painting(AR0903a) :.Painting two coats of enamel paint with a coat of wood primer in inner surface paint (Inside) - Painting two coats of enamel paint with a coat of wood primer in inner 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.(Inside) 9.29 Sqm - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0.125 1.16125 0.075 0.69675 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
20 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. 57.794948 Sqm - - - - 0.0372 2.1499720656 0.0075 0.43346211 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
21 Other Building Items. (AR1902) :.cement based wall putty (water based) - Finishing surface of walls with cement based wall putty (water based) of approved make and finished smooth and even surface to receive painting including cost of scaffolding staging charges with cost of all materials taxes,labour,T&P,etc.complete. and as per the direction of Engineer in Charge. 104.337848 Sqm - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0.8 83.4702784 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
22 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. 6.6888 Sqm - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1.3422818791946 8.978255033557 1.1006711409396 7.3621691275168 0.67114093959732 4.4891275167785 5.3691275167785 35.913020134228 5.0335570469799 33.668456375839 6.5436241610738 43.768993288591 0.67114093959732 4.4891275167785 5.3691275167785 35.913020134228 5.1330201342282 34.333745073825 - - - - - - - - - - - - - - - - - - - - - - - - - -
23 Other Building Items. (AR1903) :.False ceilling - Providing fitting and fixing of false ceilling with Aluminium anodised T Section No.3215 with 2'-0" center to center, L section No.1705 upto 15 micron on 4 walls to be fixed by means of steel screw and P.V.C.plug and the Aluminium grid 2'-0"x2'-0"with 12mm thick Prelaminated Novapan board suspended from ceiling etc. complete and as per direction of engineer in charge. 37.50625688 Sqm - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0.076804915514593 2.880664890937 - - - - - - - - - - 1.1994623655914 44.987343601763 2.5601638504864 96.022163031234 2.5601638504864 96.022163031234 1.0542754736303 39.541926736262 0.10240655401946 3.8408865212494 2.1505376344086 80.658616946237 2.1505376344086 80.658616946237 - - - - - - - - - - - - - -
24 Other Building Items. (AR1910) :.Al. door with 6mm glass in top portion and 12mm thick pre-laminated board in bottom - 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 6mm Black glass in top portion with 12mm thick pre-laminated board in bottom portion 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 2.6012 Sqm - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 10.104972375691 26.285054143646 - - - - 13.786298342541 35.860919248619 - - - - 0.59116022099448 1.5377259668508 - - - - - - 0.23204419889503 0.60359337016575 0.50828729281768 1.3221569060773 0.5524861878453 1.4371270718232 0.5524861878453 1.4371270718232 1.1049723756906 2.8742541436464 2.2099447513812 5.7485082872928 - -
25 Flooring (AR0816) :.Fixing ceramic Tiles (30cmx30cm / 40cmx40cm special plain/printed series ceramic floor tiles of premium grade having thickness 7mm to 8mm confirming to IS 13755) in floor - Fixing ceramic Tiles (30cmx30cm / 40cmx40cm special plain/printed series ceramic floor tiles of premium grade having thickness 7mm to 8mm confirming to IS 13755) 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 ceramic tiles including rubbing and polishing, cost of precast tiles complete as per direction of Enginer-in-charge. 4.11294312 Sqm - - - - 0.2737 1.125712531944 0.013 0.05346826056 - - - - - - - - - - - - - - - - - - - - - - - - 1 4.11294312 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 4.11294312
Total Qty 26.13059275 8.89758792 110.45074444128 22.993366173536 8141.80227322 13.0706231142 6.403981414536 9.605972121804 0.63708650830038 1.932478392348 60.175064001944 3.94365112617 20.8 29.22 0.287391605088 69.28455988 35.58281812 26.084462 17.407013073935 23.9215758125 1.16125 0.69675 83.4702784 8.978255033557 7.3621691275168 7.3697924077155 35.913020134228 33.668456375839 70.054047432237 4.4891275167785 35.913020134228 115.18200792421 96.022163031234 96.022163031234 41.079652703113 3.8408865212494 80.658616946237 80.658616946237 0.60359337016575 1.3221569060773 1.4371270718232 1.4371270718232 2.8742541436464 5.7485082872928 4.11294312
Rate Per Unit 599.61 2418.36 588.347 608.12 6.7429 33 2841.78 2805.4 58573.086 229.106 250.166 240.106 90.1 6380.867 2041.967 660.6811111 8.5 70.34787 159.27787 48.07787 205.58787 155.32787 30 40 705.01 100 25 10 15 30 1.5 297.27 0.875 0.6 710.82 40 5.5 7 612 843.5 50 600 62.5 39 459.6811111
Total Amount 15668.164718828 21517.570722211 64983.364139792 13982.725837451 54899.358548095 431.3305627686 18198.7063042 26948.594190509 37316.122840118 442.74239455728 15053.75506111 946.89429730017 1874.08 186448.93374 586.84417366673 45775.000003593 302.45395402 1834.9863417959 2772.5519654786 1150.0984121085 238.7389140375 108.2246934225 2504.108352 359.13020134228 5190.4028565906 736.97924077155 897.8255033557 336.68456375839 1050.8107114836 134.67382550336 53.869530201342 34240.155495629 84.01939265233 57.61329781874 29200.238734427 153.63546084997 443.6223932043 564.61031862366 369.39914254144 1115.2393502762 71.85635359116 862.27624309392 179.6408839779 224.19182320442 1890.6422632927
Total Material Amount (in Rs.): 592202.86775325
© 2023 Panchayati Raj Project Management System, All Rights Reserved.
Privacy Policy | User Manual | FAQ | SOP | Download Mobile App