Financial Year : 2022-2023	Execution Level : GP
Execution Agency : Gram Panchayat(3)	Work Status : Approve
Included in Annual Plan :	Perspective Plan :
Proposal Date : 16/8/2022	Work start date : 30/9/2022
Present status : NEW	Proposed Status : Construction of Crematorium for Community

Tech Sanction Details
Technical Sanction No. : 1702001/2022-2023/172802/TS	Sanction Date : 10/11/2022
Estimated Cost as per Tech. Detl (in Rs.)

Unskilled	Material							Contingency	Total
	SK/SemiSK	Est. Skilled Cost	Est. Semi-Skilled Cost	Scheme1	scheme2	scheme3	Total
48700.22	236988.59	22399.94	7278.3	0	0	0	267000	0	315367.05
Financial Sanction Details

Financial\Administrative Sanction No: 1702001/2022-2023/172802/AS	Financial\Administrative Sanction Date 10/11/2022
Fin. Sanc. Amt. (in Rs) NREGA:315366	Scheme 1 0	Scheme 2 0	Scheme 3 0	Total 316000

S.No Activity taken upon musteroll Quantity Unit Price Total 1 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20cm in depth consolidating each deposited layers by ramming and watering lead upto 50m and lift upto 1.5m 7.224 61.8535437430786 446.83 2 Filling foundation, around masonry work, plinth, sides of foundation etc. with moorum I/c ramming layers not exceeding 20cm in depth consolidating each deposited layers by ramming and watering lead upto 50m and lift upto 1.5m. 12.04 277.691029900332 3343.4 3 (b) C.C. 1:3:6 (1cement, 3sand, 6metal) 3.331 3202.63284299009 10667.97 4 (c) C.C. 1:4:8 (1cement, 4sand, 8metal) 4.816 2862.14285714286 13784.08 5 (b) CC 1:1.5:3 (1 cement, 1.5 sand, 3 graded stone aggregate 20mm nominal size) 3.096 5817.25775193798 18010.23 6 (k) Cement mortar 1:8 (1cement, 8sand) 3.206 3832.20212102308 12286.04 7 Steel work welded in built up sections, framed work, including cutting hoisting fixing in position in gratings, frames, guard bars, ladders, railing, brackets and similar works & trusses and trussed purlins up to 25m span and 15 m over all height 1319.6 87.1655046983935 115023.6 8 (b) Cold twisted / Hot rolled deformed / Thermo mechanicaly treated steel bars 221.275 72.3819229465597 16016.31 9 (c) Cement mortar 1:5 (1cement, 5sand) 15.72 109.771628498728 1725.61 10 (b) 0.80 mm thick sheet. 80.96 758.958992094862 61445.32 11 (b) 0.80 mm thick sheet. 9.2 523.577173913043 4816.91 12 (a) 40 mm thick. 54 257.376481481482 13898.33 13 (b) White cement 15.72 30.9688295165394 486.83 14 (b) 2 coats 80.96 70.1136363636364 5676.4 15 Compaction of soil for construction of subgrade & earthen shoulders with approved transported material collected and stacked at site, i/c spreading, making 4% camber and required gradient by tractor mounted grader or labourers, watering at OMC and compacted by 80 to 100 kN static weight rollers to achieve desired density minimum 100% of the MDD as per IS:2720 (Part-7). Complete compaction work as per specifications for rural roads (MORD) clause 303, i/c required leads and lifts of materials etc. complete. 225 24.4833333333333 5508.75 16 (b) Dense or hard soil 9.421 156.786965290309 1477.09 17 Loosing of hard soIl such as moorum etc. By ploughing (tractor ect.) the existing ground exceeding 30cm in depth as well as 10 sqm on plan including all running expanses of machine. 311.4 3.60019267822736 1121.1 18 Spreading dressing, breaking of clods of ploughed earth upto 20m lead and lift upto 1.5m disposed soil to be leveled and neatly dressed. 311.4 79.0971740526654 24630.86

Total Activity 311000

S.No Material Quantity Unit Price Total 1 0002-Hire charges of Concrete Mixer 0.25 to 0.40 cum with Hopper 1.166609 885 1032.448965 2 0038-Tractor with ripper attachment 0.30825 2124 654.723 3 0055-Smooth Wheeled Roller 8 to 10 tonne 3.2175 236 759.33 4 0057-Water Tanker 5 to 6 KL Capacity 4.5 118 531 5 0297-Stone Aggregate(single size): 10 mm nominal size 1.35288 630 852.3144 6 0367-Portland Cement 3.7679994 5511 20765.4446934 7 0368-White cement 0.0050304 15744 79.1986176 8 0810-Moorum 12.04 189 2275.56 9 0830-Enamel paint 13.3584 160.13 2139.080592 10 0982-Coarse sand (zone III) 2.26352 1028.16 2327.2607232 11 0983-Fine sand (zone IV) 4.7742626 1076.25 5138.30012325 12 1004-Average rate of mild steel round bars for reinforcements 5.08469725 5192 26399.748122 13 1005-Twisted steel/deformed bars 2.3233875 5428 12611.34735 14 1008-Flats up to 10 mm in thickness 9.07981651 4720 42856.7339272 15 1022-Galvanised steel bolts & nuts 6 mm dia and 25 mm long round head with slots 412.75275188 3.28 1353.8290261664 16 1023-Galvanised steel J or L hooks 8 mm dia 358.02818123 6.48 2320.0226143704 17 1207-G.I Limpet washer 743.25948407 0.35 260.1408194245 18 1208-Bitumen washer 768.14837296 0.62 476.2519912352 19 1210-G.I. Plain washer thin 24.88888889 0.93 23.1466666677 20 1215-Welding by electric plant 3631.9266055 1.18 4285.67339449 21 2634-GI/Aluminium Sheet (0.8 mm thick) 798.54324734 57.43 45860.3386947362 22 3-Display Board / CIB 1 5000 5000 23 7335-Binding wire 2.21275 55.58 122.984645 24 7900-Modular common burnt clay bricks of class designation 7.5 1667.12 4.13 6885.2056 25 MR6001-Stone Aggregate(single size): 40 mm nominal size other than BT 5.29555 525 2780.16375 26 MR6003-GI Sheet Plain 0.49777778 5557.8 2766.549345684 27 MR6007-Hier Charges for Centering 3.096 800 2476.8 28 MR6039-Water 27000 0.05 1350 29 MR6082-Stone Aggregate (Metal) 20mm nominal size (BT Metal) (Rate at quarry) 5.178 682 3531.396 30 MR6089-Hire Charges for tractor with ploughing arrangement including running expanses and driver 1.4013 708 992.1204

Total Material 199000