Financial Year : 2020-2021	Execution Level : GP
Execution Agency : Gram Panchayat(3)	Work Status : Approve
Included in Annual Plan : No	Perspective Plan : No
Proposal Date : 2/10/2020	Work start date : 26/11/2020
Present status : Not Exist	Proposed Status : Constr of Sand filter-openwell recharge for Indiv

Tech Sanction Details
Technical Sanction No. : 1713003/2020-2021/453659/TS	Sanction Date : 13/12/2020
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
113435.72	84035.16	58341.49	8042.87	0	0	0	151000	0	263855.24
Financial Sanction Details

Financial\Administrative Sanction No: 1713003/2020-2021/453659/AS	Financial\Administrative Sanction Date 15/12/2020
Fin. Sanc. Amt. (in Rs) NREGA:264021	Scheme 1 0	Scheme 2 0	Scheme 3 0	Total 265000

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 53.36 57.6081334332834 3073.97 2 (b) C.C. 1:3:6 (1cement, 3sand, 6metal) 2.35 3161.54042553191 7429.62 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) 0.29 3961.72413793103 1148.9 4 (c) CC 1:2:4 (1 cement, 2 sand, 4 graded stone aggregate 20mm nominal size) 3.1 5287.62580645161 16391.64 5 Centering and shuttering including strutting , propping etc. and removal of form work for P.C.C. work in foundation, footing, bases for column 5.07 160.552268244576 814 6 (e) In Cement mortar 1:6 (1cement, 6sand) 20.12 2835.74105367793 57055.11 7 (b) Cold twisted / Hot rolled deformed / Thermo mechanicaly treated steel bars 90.5 72.0086187845304 6516.78 8 (j) 5.0 Km. Lead 6.88 174.059593023256 1197.53 9 (IV) 2.0 Km. Lead 23.34 172.941730934019 4036.46 10 (X) 5.0 Km. Lead 9 194.366666666667 1749.3 11 (X) 5.0 Km. Lead 9 152.113333333333 1369.02 12 (XV) 10 Km. Lead 12.23 209.742436631235 2565.15 13 (XV) 10 Km. Lead 0.1 201.4 20.14 14 (b) Dense or hard soil 60.24 148.774900398406 8962.2 15 (I)1.50 m. to 2.00 m. 20.18 201.589197224975 4068.07 16 (II)2.00 m. to 2.50 m. 20.18 211.658077304262 4271.26 17 (XVIII)10.00 m. to 10.50 m. 7.26 764.68044077135 5551.58 18 (XIX)10.50 m. to 11.00 m. 7.26 787.964187327824 5720.62 19 (XX)11.00 m. to 11.50 m. 6.92 812.053468208092 5619.41 20 (XXI)11.50 m. to 12.00 m. 6.92 835.361271676301 5780.7 21 (III)2.50 m. to 3.00 m. 20.18 511.751238850347 10327.14 22 (X)6.00 m. to 6.50 m. 8.67 853.58708189158 7400.6 23 (XI)6.50 m. to 7.00 m. 8.67 871.752018454441 7558.09 24 (XII)7.00 m. to 7.50 m. 8.31 889.380264741275 7390.75 25 (XIII)7.50 m. to 8.00 m. 8.31 907.533092659446 7541.6 26 (XIV)8.00 m. to 8.50 m. 7.95 926.010062893082 7361.78 27 (XV)8.50 m. to 9.00 m. 7.95 944.169811320755 7506.15 28 (XVI)9.00 m. to 9.50 m. 7.6 962.444736842105 7314.58 29 (XVII)9.50 m. to 10.00 m. 7.6 980.606578947368 7452.61 30 (IV)3.00 m. to 3.50 m. 9.81 760.890927624873 7464.34 31 (V)3.50 m. to 4.00 m. 9.81 775.849133537207 7611.08 32 (VI)4.00 m. to 4.50 m. 9.42 790.900212314225 7450.28 33 (VII)4.50 m. to 5.00 m. 9.42 805.859872611465 7591.2 34 (VIII)5.00 m. to 5.50 m. 9.04 820.743362831859 7419.52 35 (IX)5.50 m. to 6.00 m. 9.04 835.701327433628 7554.74 36 Collection of boulders at source (maximum size 0.014cum) without quarrying i.e. picked up boulders. 9 161.025555555556 1449.23 37 Collection of sand including screening, washing, stacking and all leads and lifts up to the loading point. 9 224.576666666667 2021.19 38 Citizen Information Board of size 0.6 meter x 0.9 meter ( Individual works ) 1 2264.33 2264.33

Total Activity 265000

S.No Material Quantity Unit Price Total 1 0002-Hire charges of Concrete Mixer 0.25 to 0.40 cum with Hopper 1.1053 885 978.1905 2 0084-Hire charges of Diesel truck - 9 tonne (without POL) 1.9847 2242 4449.6974 3 0297-Stone Aggregate(single size): 10 mm nominal size 0.7141 630 449.883 4 0325-Blasting powder 36.3115 52.49 1905.990635 5 0326-Blasting fuse (fuse wire) 39.592 14.51 574.47992 6 0367-Portland Cement 3.497 5511 19271.967 7 0368-White cement 0.0002 15744 3.1488 8 0982-Coarse sand (zone III) 0.8983 1028.16 923.596128 9 0983-Fine sand (zone IV) 9.7721 1076.25 10517.222625 10 1005-Twisted steel/deformed bars 0.9502 5428 5157.6856 11 1157-Stone for masonry work 23.3369 519.75 12129.353775 12 1235-Diesel oil 17.7458 68 1206.7144 13 5001-Mobil oil 0.6321 182.9 115.61109 14 7335-Binding wire 0.905 55.58 50.2999 15 7900-Modular common burnt clay bricks of class designation 7.5 150.8 4.13 622.804 16 MR6001-Stone Aggregate(single size): 40 mm nominal size other than BT 2.8211 525 1481.0775 17 MR6007-Hier Charges for Centering 3.099 800 2479.2 18 MR6032-Snowcem/ durocem 0.0004 27789 11.1156 19 MR6082-Stone Aggregate (Metal) 20mm nominal size (BT Metal) (Rate at quarry) 3.3355 682 2274.811 20 MR6091-WOOD-Kail wood 2nd class 0.0181 15825.6 286.44336

Total Material 64900