Financial Year : 2019-2020	Execution Level : GP
Execution Agency : Gram Panchayat(3)	Work Status : Approve
Included in Annual Plan : Yes	Perspective Plan : No
Proposal Date : 15/4/2019	Work start date : 1/6/2019
Present status : Not Exist	Proposed Status : Constr of Sand filter - openwell recharge for Comm

Tech Sanction Details
Technical Sanction No. : 1722005/2019-2020/5830/TS	Sanction Date : 13/6/2019
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
231672.42	245408.41	52269.17	1655.53	0	0	0	300000	3800	534805.53
Financial Sanction Details

Financial\Administrative Sanction No: 1722005/2019-2020/5830/AS	Financial\Administrative Sanction Date 13/6/2019
Fin. Sanc. Amt. (in Rs) NREGA:534971	Scheme 1 0	Scheme 2 0	Scheme 3 0	Total 535000

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 192.99 53.3639048655371 10298.7 2 (b) C.C. 1:3:6 (1cement, 3sand, 6metal) 1.32 3120.90909090909 4119.6 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) 1.32 3865.40151515152 5102.33 4 (c) CC 1:2:4 (1 cement, 2 sand, 4 graded stone aggregate 20mm nominal size) 25.33 5230.42479273589 132486.66 5 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 200 84.0915 16818.3 6 (a) Mild steel and Medium tensile steel bars 1015.21 68.6494025866569 69693.56 7 (XXXI) 70 Km. Lead 19.8 700.593939393939 13871.76 8 (X) 5.0 Km. Lead 18 190.18 3423.24 9 (X) 5.0 Km. Lead 9 148.836666666667 1339.53 10 (XV) 10 Km. Lead 15.45 205.618770226537 3176.81 11 (XV) 10 Km. Lead 1.02 204.970588235294 209.07 12 (b) Dense or hard soil 88.86 137.82376772451 12247.02 13 (I)1.50 m. to 2.00 m. 29.78 140.623908663533 4187.78 14 (II)2.00 m. to 2.50 m. 28.23 149.925256818987 4232.39 15 (III)2.50 m. to 3.00 m. 28.23 159.251859723698 4495.68 16 (IV)3.00 m. to 3.50 m. 22.08 168.592844202899 3722.53 17 (V)3.50 m. to 4.00 m. 22.08 177.919836956522 3928.47 18 (VI)4.00 m. to 4.50 m. 22.08 187.246829710145 4134.41 19 (VII)4.50 m. to 5.00 m. 22.08 196.574275362319 4340.36 20 (X)6.00 m. to 6.50 m. 21.49 273.683108422522 5881.45 21 (XI)6.50 m. to 7.00 m. 21.49 285.952070730572 6145.11 22 (XII)7.00 m. to 7.50 m. 21.49 298.221033038623 6408.77 23 (XIII)7.50 m. to 8.00 m. 21.49 310.48953001396 6672.42 24 (XIV)8.00 m. to 8.50 m. 20.92 322.652007648184 6749.88 25 (XV)8.50 m. to 9.00 m. 20.92 334.916826003824 7006.46 26 (XVI)9.00 m. to 9.50 m. 20.92 347.181644359465 7263.04 27 (VIII)5.00 m. to 5.50 m. 22.08 252.026721014493 5564.75 28 (IX)5.50 m. to 6.00 m. 22.08 261.353713768116 5770.69 29 (XVII)9.50 m. to 10.00 m. 20.92 686.90965583174 14370.15 30 (XVIII)10.00 m. to 10.50 m. 20.63 703.901114881241 14521.48 31 (XIX)10.50 m. to 11.00 m. 20.63 725.479398933592 14966.64 32 (XX)11.00 m. to 11.50 m. 19.79 746.871147043962 14780.58 33 (XXI)11.50 m. to 12.00 m. 19.23 768.719708788351 14782.48 34 (XXII)12.00 m. to 12.50 m. 13.06 1007.04134762634 13151.96 35 (XXIII)12.50 m. to 13.00 m. 13.06 1028.61868300153 13433.76 36 (XXIV)13.00 m. to 13.50 m. 10.89 1049.9072543618 11433.49 37 (XXV)13.50 m. to 14.00 m. 10.89 1071.47842056933 11668.4 38 (XXVI)14.00 m. to 14.50 m. 10.89 1093.05050505051 11903.32 39 (XXVII)14.50 m. to 15.00 m. 10.89 1114.62167125803 12138.23 40 Collection of boulders at source (maximum size 0.014cum) without quarrying i.e. picked up boulders. 18 149.16 2684.88 41 Collection of sand including screening, washing, stacking and all leads and lifts up to the loading point. 9 208.028888888889 1872.26 42 Citizen Information Board of size 0.6 meter x 0.9 meter ( Individual works ) 1 2209.88 2209.88

Total Activity 514000

S.No Material Quantity Unit Price Total 1 0002-Hire charges of Concrete Mixer 0.25 to 0.40 cum with Hopper 2.8047 885 2482.1595 2 0084-Hire charges of Diesel truck - 9 tonne (without POL) 1.5767 2242 3534.9614 3 0297-Stone Aggregate(single size): 10 mm nominal size 5.7175 630 3602.025 4 0367-Portland Cement 8.8523 5511 48785.0253 5 0368-White cement 0.0002 15744 3.1488 6 0983-Fine sand (zone IV) 12.6491 1076.25 13613.593875 7 1004-Average rate of mild steel round bars for reinforcements 11.4303 5192 59346.1176 8 1008-Flats up to 10 mm in thickness 1.3761 4720 6495.192 9 10-Miscellaneous /Contingencies charges 1 17962 17962 10 1215-Welding by electric plant 550.4587 1.18 649.541266 11 1235-Diesel oil 29.2944 68 1992.0192 12 5001-Mobil oil 1.0489 182.9 191.84381 13 7335-Binding wire 10.1521 55.58 564.253718 14 7900-Modular common burnt clay bricks of class designation 7.5 150.8 4.13 622.804 15 7-Worksite facilities/Creche/Drinking water/First ai 1 3800 3800 16 MR6001-Stone Aggregate(single size): 40 mm nominal size other than BT 0.9094 525 477.435 17 MR6007-Hier Charges for Centering 25.329 800 20263.2 18 MR6032-Snowcem/ durocem 0.0004 27789 11.1156 19 MR6082-Stone Aggregate (Metal) 20mm nominal size (BT Metal) (Rate at quarry) 18.2823 682 12468.5286

Total Material 197000