Financial Year : 2019-2020	Execution Level : GP
Execution Agency : Gram Panchayat(3)	Work Status : Approve
Included in Annual Plan : Yes	Perspective Plan : Yes
Proposal Date : 2/10/2019	Work start date : 29/12/2019
Present status : Not Exist	Proposed Status : Bondry Block - Coastal Shelter Belt-Individuals

Tech Sanction Details
Technical Sanction No. : 1711003/2019-2020/13739/TS	Sanction Date : 19/1/2020
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
97137.01	207186.03	3745.45	8504.53	0	0	0	220000	20240	336813.02
Financial Sanction Details

Financial\Administrative Sanction No: 1711003/2019-2020/13739/AS	Financial\Administrative Sanction Date 19/1/2020
Fin. Sanc. Amt. (in Rs) NREGA:336978	Scheme 1 0	Scheme 2 0	Scheme 3 0	Total 337000

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 86.94 53.3627789279963 4639.36 2 (b) C.C. 1:3:6 (1cement, 3sand, 6metal) 1.32 3122.82575757576 4122.13 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 3867.31818181818 5104.86 4 (c) CC 1:2:4 (1 cement, 2 sand, 4 graded stone aggregate 20mm nominal size) 19.59 5235.38897396631 102561.27 5 Centering and shuttering including strutting , propping etc. and removal of form work for P.C.C. work in foundation, footing, bases for column 5.07 154.134122287968 781.46 6 (e) In Cement mortar 1:6 (1cement, 6sand) 20.12 2767.05318091451 55673.11 7 (a) Mild steel and Medium tensile steel bars 761.85 68.785495832513 52404.23 8 (XXXI) 70 Km. Lead 19.8 700.593939393939 13871.76 9 (X) 5.0 Km. Lead 18 190.18 3423.24 10 (X) 5.0 Km. Lead 9 148.836666666667 1339.53 11 (XV) 10 Km. Lead 15.45 205.618770226537 3176.81 12 (XV) 10 Km. Lead 1.02 204.970588235294 209.07 13 (b) Dense or hard soil 52.43 137.826435246996 7226.24 14 (I)1.50 m. to 2.00 m. 13.36 140.582335329341 1878.18 15 (X)6.00 m. to 6.50 m. 4.81 227.419958419958 1093.89 16 (XI)6.50 m. to 7.00 m. 4.81 239.681912681913 1152.87 17 (XII)7.00 m. to 7.50 m. 4.81 251.943866943867 1211.85 18 (XIII)7.50 m. to 8.00 m. 4.81 264.2079002079 1270.84 19 (XIV)8.00 m. to 8.50 m. 4.81 276.469854469854 1329.82 20 (XV)8.50 m. to 9.00 m. 4.81 288.731808731809 1388.8 21 (XVI)9.00 m. to 9.50 m. 4.81 300.993762993763 1447.78 22 (XVII)9.50 m. to 10.00 m. 4.81 313.255717255717 1506.76 23 (XVIII)10.00 m. to 10.50 m. 4.81 325.517671517672 1565.74 24 (XIX)10.50 m. to 11.00 m. 4.81 340.945945945946 1639.95 25 (II)2.00 m. to 2.50 m. 11.59 149.951682484901 1737.94 26 (XX)11.00 m. to 11.50 m. 4.81 356.37422037422 1714.16 27 (XXI)11.50 m. to 12.00 m. 4.81 371.804573804574 1788.38 28 (XXII)12.00 m. to 12.50 m. 4.81 387.232848232848 1862.59 29 (XXIII)12.50 m. to 13.00 m. 4.81 402.661122661123 1936.8 30 (XXIV)13.00 m. to 13.50 m. 4.81 418.089397089397 2011.01 31 (XXV)13.50 m. to 14.00 m. 4.81 433.519750519751 2085.23 32 (XXVI)14.00 m. to 14.50 m. 4.81 448.948024948025 2159.44 33 (XXVII)14.50 m. to 15.00 m. 4.81 464.376299376299 2233.65 34 (XXVIII) 15 m. to 15.5 m. 4.81 482.983367983368 2323.15 35 (XXIX) 15.5 m. to 16 m. 4.81 501.588357588358 2412.64 36 (III)2.50 m. to 3.00 m. 10.02 159.280439121757 1595.99 37 (XXX) 16 m. to 16.5 m. 4.81 520.195426195426 2502.14 38 (XXXI) 16.5 m. to 17 m. 4.81 538.800415800416 2591.63 39 (XXXII) 17 m. to 17.5 m. 4.81 557.407484407485 2681.13 40 (XXXIII) 17.5 m. to 18 m. 4.81 576.012474012474 2770.62 41 (IV)3.00 m. to 3.50 m. 4.81 168.538461538462 810.67 42 (V)3.50 m. to 4.00 m. 4.81 177.862785862786 855.52 43 (VI)4.00 m. to 4.50 m. 4.81 187.18711018711 900.37 44 (VII)4.50 m. to 5.00 m. 4.81 196.509355509356 945.21 45 (VIII)5.00 m. to 5.50 m. 4.81 205.83367983368 990.06 46 (IX)5.50 m. to 6.00 m. 4.81 215.158004158004 1034.91 47 Collection of boulders at source (maximum size 0.014cum) without quarrying i.e. picked up boulders. 18 149.16 2684.88 48 Collection of sand including screening, washing, stacking and all leads and lifts up to the loading point. 9 208.028888888889 1872.26 49 Citizen Information Board of size 0.6 meter x 0.9 meter ( Individual works ) 1 2218.01 2218.01

Total Activity 317000

S.No Material Quantity Unit Price Total 1 0002-Hire charges of Concrete Mixer 0.25 to 0.40 cum with Hopper 2.7542 885 2437.467 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 4.4555 630 2806.965 4 0367-Portland Cement 8.8868 5511 48975.1548 5 0368-White cement 0.0002 15744 3.1488 6 0982-Coarse sand (zone III) 0.8983 1028.16 923.596128 7 0983-Fine sand (zone IV) 17.1716 1076.25 18480.9345 8 1004-Average rate of mild steel round bars for reinforcements 7.9995 5192 41533.404 9 1157-Stone for masonry work 23.3369 519.75 12129.353775 10 1235-Diesel oil 29.2944 68 1992.0192 11 5001-Mobil oil 1.0489 182.9 191.84381 12 6-Labour welfare fund/Cess 1 20240 20240 13 7335-Binding wire 7.6185 55.58 423.43623 14 7900-Modular common burnt clay bricks of class designation 7.5 150.8 4.13 622.804 15 MR6001-Stone Aggregate(single size): 40 mm nominal size other than BT 2.1516 525 1129.59 16 MR6007-Hier Charges for Centering 19.593 800 15674.4 17 MR6032-Snowcem/ durocem 0.0004 27789 11.1156 18 MR6082-Stone Aggregate (Metal) 20mm nominal size (BT Metal) (Rate at quarry) 14.8978 682 10160.2996 19 MR6091-WOOD-Kail wood 2nd class 0.0181 15825.6 286.44336

Total Material 182000