Financial Year : 2022-2023	Execution Level : GP
Execution Agency : Gram Panchayat(3)	Work Status : Approve
Included in Annual Plan : Yes	Perspective Plan : Yes
Proposal Date : 14/4/2022	Work start date : 20/4/2022
Present status : Not Exist	Proposed Status : Constr of Irrigation Open Well for Individuals

Tech Sanction Details
Technical Sanction No. : 1713004/2022-2023/115445/TS	Sanction Date : 24/5/2022
Estimated Cost as per Tech. Detl (in Rs.)

Unskilled	Material							Contingency	Total
	Est. Material Cost	Est. Skilled Cost	Est. Semi-Skilled Cost	Scheme1	scheme2	scheme3	Total
114935.38	78016.4	63229.99	2864.75	0	0	0	145000	0	259046.52
Financial Sanction Details

Financial\Administrative Sanction No: 1713004/2022-2023/115445/AS	Financial\Administrative Sanction Date 27/5/2022
Fin. Sanc. Amt. (in Rs) NREGA:259213	Scheme 1 0	Scheme 2 0	Scheme 3 0	Total 260000

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 52.09 61.8529468228067 3221.92 2 (b) C.C. 1:3:6 (1cement, 3sand, 6metal) 1.997 3202.63395092639 6395.66 3 Providing and laying in foundation, plinth and under floors cement concrete with 20mm nominal size graded stone aggregates (metal) i/c ramming in layers and curing complete excluding cost of form work ( if 20 mm metal is used in place of 40mm metal in item number 04.13 & 04.15) (a) C.C. 1:2:4 (1cement, 2sand, 4metal) 0.163 3947.42331288344 643.43 4 (c) CC 1:2:4 (1 cement, 2 sand, 4 graded stone aggregate 20mm nominal size) 2.493 5348.12675491376 13332.88 5 Centering and shuttering including strutting , propping etc. and removal of form work for P.C.C. work in foundation, footing, bases for column 1.633 166.086956521739 271.22 6 (j) Cement mortar 1:6 (1cement, 6sand) 11.267 3937.93467648886 44368.71 7 (b) Cold twisted / Hot rolled deformed / Thermo mechanicaly treated steel bars 126.58 72.3818928740717 9162.1 8 (b) Cement mortar 1:4 (1cement, 4sand) 24.492 159.254042136208 3900.45 9 (j) 5.0 Km. Lead 4.208 177.835076045627 748.33 10 (X) 5.0 Km. Lead 12.09 172.654259718776 2087.39 11 (X) 5.0 Km. Lead 9 198.552222222222 1786.97 12 (X) 5.0 Km. Lead 9 155.388888888889 1398.5 13 (XV) 10 Km. Lead 7.114 213.904976103458 1521.72 14 (XV) 10 Km. Lead 0.134 213.880597014925 28.66 15 (b) Dense or hard soil 60.235 159.750311280817 9622.56 16 (I)1.50 m. to 2.00 m. 20.078 216.46428927184 4346.17 17 (II)2.00 m. to 2.50 m. 20.078 227.276123119833 4563.25 18 (XVIII)10.00 m. to 10.50 m. 7.257 815.31349042304 5916.73 19 (XIX)10.50 m. to 11.00 m. 7.257 840.323825272151 6098.23 20 (XX)11.00 m. to 11.50 m. 6.924 865.333622183709 5991.57 21 (XXI)11.50 m. to 12.00 m. 6.924 890.343731946851 6164.74 22 (III)2.50 m. to 3.00 m. 20.078 543.462496264568 10911.64 23 (X)6.00 m. to 6.50 m. 8.67 903.028835063437 7829.26 24 (XI)6.50 m. to 7.00 m. 8.67 922.531718569781 7998.35 25 (XII)7.00 m. to 7.50 m. 8.305 942.033714629741 7823.59 26 (XIII)7.50 m. to 8.00 m. 8.305 961.53642384106 7985.56 27 (XIV)8.00 m. to 8.50 m. 7.948 981.03925515853 7797.3 28 (XV)8.50 m. to 9.00 m. 7.948 1000.54101660795 7952.3 29 (XVI)9.00 m. to 9.50 m. 7.599 1020.04342676668 7751.31 30 (XVII)9.50 m. to 10.00 m. 7.599 1039.5459928938 7899.51 31 (IV)3.00 m. to 3.50 m. 9.813 803.252827881382 7882.32 32 (V)3.50 m. to 4.00 m. 9.813 819.308060735759 8039.87 33 (VI)4.00 m. to 4.50 m. 9.424 835.362903225806 7872.46 34 (VII)4.50 m. to 5.00 m. 9.424 851.41765704584 8023.76 35 (VIII)5.00 m. to 5.50 m. 9.043 867.472077850271 7844.55 36 (IX)5.50 m. to 6.00 m. 9.043 883.526484573703 7989.73 37 Collection of boulders at source (maximum size 0.014cum) without quarrying i.e. picked up boulders. 9 172.89 1556.01 38 Collection of sand including screening, washing, stacking and all leads and lifts up to the loading point. 9 241.124444444444 2170.12 39 Citizen Information Board of size 0.6 meter x 0.9 meter ( Individual works ) 1 2313.95 2313.95

Total Activity 260000

S.No Material Quantity Unit Price Total 1 0002-Hire charges of Concrete Mixer 0.25 to 0.40 cum with Hopper 0.6171582 885 546.185007 2 0084-Hire charges of Diesel truck - 9 tonne (without POL) 1.65796713 2242 3717.16230546 3 0297-Stone Aggregate(single size): 10 mm nominal size 0.56639 630 356.8257 4 0325-Blasting powder 78.069768 52.49 4097.88212232 5 0326-Blasting fuse (fuse wire) 85.1228 14.51 1235.131828 6 0367-Portland Cement 2.09157212 5511 11526.65395332 7 0368-White cement 0.0002189 15744 3.4463616 8 0983-Fine sand (zone IV) 5.24995548 1076.25 5650.26458535 9 1005-Twisted steel/deformed bars 1.32909 5428 7214.30052 10 1235-Diesel oil 20.80805107 68 1414.94747276 11 5001-Mobil oil 0.73720656 182.9 134.835079824 12 7335-Binding wire 1.2658 55.58 70.353164 13 7900-Modular common burnt clay bricks of class designation 7.5 6009.64 4.13 24819.8132 14 MR6001-Stone Aggregate(single size): 40 mm nominal size other than BT 1.35005 525 708.77625 15 MR6007-Hier Charges for Centering 2.493 800 1994.4 16 MR6032-Snowcem/ durocem 0.0004179 27789 11.6130231 17 MR6082-Stone Aggregate (Metal) 20mm nominal size (BT Metal) (Rate at quarry) 2.28941 682 1561.37762 18 MR6091-WOOD-Kail wood 2nd class 0.00583214 15825.6 92.297114784

Total Material 65200