Financial Year : 2015-2016	Execution Level : GP
Execution Agency : Gram Panchayat(3)	Work Status : Approve
Included in Annual Plan : Yes	Perspective Plan : Yes
Proposal Date : 1/11/2015	Work start date : 5/1/2016
Present status : Not Exist	Proposed Status : DUGWELLS

Tech Sanction Details
Technical Sanction No. : ts/384	Sanction Date : 31/12/2015
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
363000	242000	0	0	0	0	0	242000	0	605000
Financial Sanction Details

Financial\Administrative Sanction No: as/02/039	Financial\Administrative Sanction Date 1/1/2016
Fin. Sanc. Amt. (in Rs) NREGA:605000	Scheme 1 0	Scheme 2 0	Scheme 3 0	Total 605000

S.No Activity taken upon musteroll Quantity Unit Price Total 1 signboard 1 5000 5000 2 Contingency 12.456 1000 12456 3 Filling foundation and around masonry work with moorum I/c ramming layers and watering. 5.14 158.3 813.662 4 Providing and laying in foundation, plinth and under floors cement concrete with 40mm nominal size graded stone aggregates (metal) i/c ramming in layers and curing complete excluding cost of form work-C.C. 1:2:4 (1cement, 2sand, 4metal) 5.54 3474.1 19246.514 5 Providing and placing in position RCC for roof, beams, columns column footing lintels chhajjas, balcony, stairs etc, excluding cost of reinforcement & centring but including finishing & curing.-CC 1:2:4 (1cement, 2sand, 4graded stone aggregate 20 mm nominal size) 3.18 3615.2 11496.336 6 False work for lintels slabs, columns, walls, sills, chhajjas balconies, beams, stair cases or ornamental moulded work, curved surface etc. cast in situ including all lead and lift 3.76 250.5 941.88 7 Brick bat filling in trenches or soak pits. 2.65 253.4 671.51 8 Random / uncoursed rubble masonry in plinth and foundation including levelling up with cement concrete 1:6:12 (1cement, 6coarse sand, 12 aggregate 20mm nominal size) at plinth level.-In Lime mortar 1:2 (1lime putty, 2sand) 13.67 2531.9 34611.073 9 Random / uncoursed rubble masonry in plinth and foundation including levelling up with cement concrete 1:6:12 (1cement, 6coarse sand, 12 aggregate 20mm nominal size) at plinth level.-In Lime mortar 1:3 (1lime putty, 3sand) 27.34 2727.7 74575.318 10 Random / uncoursed rubble masonry in plinth and foundation including levelling up with cement concrete 1:6:12 (1cement, 6coarse sand, 12 aggregate 20mm nominal size) at plinth level.-In Cement mortar 1:4 (1cement, 4sand) 27.34 2923.5 79928.49 11 Random / uncoursed rubble masonry in plinth and foundation including levelling up with cement concrete 1:6:12 (1cement, 6coarse sand, 12 aggregate 20mm nominal size) at plinth level.-In Cement mortar 1:5 (1cement, 5sand) 8.164 3119.3 25465.9652 12 Random / uncoursed rubble masonry in plinth and foundation including levelling up with cement concrete 1:6:12 (1cement, 6coarse sand, 12 aggregate 20mm nominal size) at plinth level.-In Cement mortar 1:6 (1cement, 6sand) 13.24 2531.9 33522.356 13 Class 25 open bhatta or pajawa burnt brick masonry in plinth and foundation.-Lime Mortar 1: 2(1lime, 2sand) 1.08 2909.5 3142.26 14 Providing and placing in position tested steel for R.C.C. work including cutting, bending, binding etc. as per drawings and placing in position complete up to floor two level including cost of binding wire and all wastage etc. complete.-Cold twisted / Hot rolled deformed / Thermo mechanicaly treated steel bars 135.78 56.6 7685.148 15 TRANSPORTATION OF MATERIAL 102 1000 102000 16 20mm thick cement plaster in two coat on rough side of wall in-Cement mortar 1:3 (1cement, 3sand) 4.7 188.7 886.89 17 Extra rate for finishing with a floating cot of neat cement slurry over cement plaster of any thickness. 9.55 33.6 320.88 18 Pointing on random rubble masonry or uncoursed stone masonry with cement mortar 1:3 (1cement, 3sand)-Flush pointing 40.683 153.8 6257.0454 19 Rough chisel dressed sand stone flooring over 20mm average thick base of cement mortar 1:5 (1cement, 5sand) with joints finished flush (Area of each stone should not be less than 0.20 Sqm.)-With 25 mm thick stone 53.37 398.7 21278.619 20 Earth work for well excavation including disposal or stacking of excavated soil lead upto 50m lift upto 1.5m-Disintegrated or soft rock (not requiring blasting) 11.73 88.4 1036.932 21 Earth work for well excavation-Disintegrated or soft rock (not requiting blasting) lift from 9.00 m. to 9.50 m. 14.13 727.5 10279.575 22 Earth work for well excavation-Disintegrated or soft rock (not requiting blasting)lift from 9.50 m. to 10.00 m. 14.13 741.6 10478.808 23 Earth work for well excavation-Disintegrated or soft rock (not requiting blasting)lift from 10.00 m. to 10.50 m. 14.13 755.7 10678.041 24 Earth work for well excavation-Disintegrated or soft rock (not requiting blasting)lift from 11.00 m. to 11.50 m. 14.13 791.7 11186.721 25 Earth work for well excavation-Hard rock requiring chiselling (where blasting is prohibited) lift from 10.50 m. to 11.00 m. 14.13 773.7 10932.381 26 Earth work in bulk excavation (exceeding 30cm in depth, 1.5m in width as well as 10sqm on plan) including disposal of excavated soil lead upto 20m and lift upto 1.5m, disposed soil to be levelled and neatly dressed. -Loose or soft soil for Road Work 66.26 130.3 8633.678 27 Earth work in bulk excavation (exceeding 30cm in depth, 1.5m in width as well as 10sqm on plan) including disposal of excavated soil lead upto 20m and lift upto 1.5m, disposed soil to be levelled and neatly dressed.-oose or soft soil for Well Work 22.08 138.1 3049.248 28 Earth work in bulk excavation (exceeding 30cm in depth, 1.5m in width as well as 10sqm on plan) including disposal of excavated soil lead upto 20m and lift upto 1.5m, disposed soil to be levelled and neatly dressed -Loose or soft soil for Tank Work 22.08 145.9 3221.472 29 Earth work in bulk excavation (exceeding 30cm in depth, 1.5m in width as well as 10sqm on plan) including disposal of excavated soil lead upto 20m and lift upto 1.5m, disposed soil to be levelled and neatly dressed -Dense or hard soil for Road Work 22.08 153.7 3393.696 30 Earth work in bulk excavation (exceeding 30cm in depth, 1.5m in width as well as 10sqm on plan) including disposal of excavated soil lead upto 20m and lift upto 1.5m, disposed soil to be levelled and neatly dressed - Dense or hard soil for Well Work 22.08 161.5 3565.92 31 Earth work in bulk excavation (exceeding 30cm in depth, 1.5m in width as well as 10sqm on plan) including disposal of excavated soil lead upto 20m and lift upto 1.5m, disposed soil to be levelled and neatly dressed- Dense or hard soil for Tank Work 22.08 169.3 3738.144 32 Earth work in bulk excavation (exceeding 30cm in depth, 1.5m in width as well as 10sqm on plan) including disposal of excavated soil lead upto 20m and lift upto 1.5m, disposed soil to be levelled and neatly dressed-Hard moorum for Road Work 22.08 177.1 3910.368 33 Earth work in bulk excavation (exceeding 30cm in depth, 1.5m in width as well as 10sqm on plan) including disposal of excavated soil lead upto 20m and lift upto 1.5m, disposed soil to be levelled and neatly dressed.Hard moorum for Well Work 22.08 184.9 4082.592 34 Earth work in bulk excavation (exceeding 30cm in depth, 1.5m in width as well as 10sqm on plan) including disposal of excavated soil lead upto 20m and lift upto 1.5m, disposed soil to be levelled and neatly dressed.Hard moorum for Tank Work 22.08 192.7 4254.816 35 Earth work in bulk excavation (exceeding 30cm in depth, 1.5m in width as well as 10sqm on plan) including disposal or stacking of excavated soil lead upto 20m and lift upto 1.5m, disposed soil to be levelled and neatly dressed.Disintegrated or soft rock (not requiring blasting) for Tank Work 22.08 505.1 11152.608 36 Earth work in bulk excavation (exceeding 30cm in depth, 1.5m in width as well as 10sqm on plan) including disposal or stacking of excavated soil lead upto 20m and lift upto 1.5m, disposed soil to be levelled and neatly dressed.Disintegrated or soft rock (not requiring blasting) for Well Work 22.08 519.2 11463.936 37 Earth work in bulk excavation (exceeding 30cm in depth, 1.5m in width as well as 10sqm on plan) including disposal or stacking of excavated soil lead upto 20m and lift upto 1.5m, disposed soil to be levelled and neatly dressed.Dense or hard soil (PT/30/30) 22.08 533.3 11775.264 38 Earth work in bulk excavation (exceeding 30cm in depth, 1.5m in width as well as 10sqm on plan) including disposal or stacking of excavated soil lead upto 20m and lift upto 1.5m, disposed soil to be levelled and neatly dressed.Hard rock requiring blasting for Tank Work 22.08 547.4 12086.592 39 Earth work in bulk excavation (exceeding 30cm in depth, 1.5m in width as well as 10sqm on plan) including disposal or stacking of excavated soil lead upto 20m and lift upto 1.5m, disposed soil to be levelled and neatly dressed.Hard rock requiring blasting for Well Work 22.08 561.5 12397.92 40 Earth work in bulk excavation (exceeding 30cm in depth, 1.5m in width as well as 10sqm on plan) including disposal or stacking of excavated soil lead upto 20m and lift upto 1.5m, disposed soil to be levelled and neatly dressed.Hard moorum (CP/3/0.45) 22.08 575.6 12709.248

Total Activity 605000

S.No Material Quantity Unit Price Total 1 20 M.M. METAL 1.5 850 1275 2 40 M.M. METAL 2.5 500 1250 3 Brick 2500 3.5 8750 4 cement (t) 50 300 15000 5 Centering and Shuttering 10 100 1000 6 desal pump rent 7 500 3500 7 Display board 1 2000 2000 8 IRON SARIYA 150 60 9000 9 P V C PIPE 2 2 500 1000 10 Photocopy & staionary 150 3 450 11 Photograph 10 50 500 12 PULLY SET 6 250 1500 13 sand (t) 2.5 850 2125 14 Stone other than Granite 105 520 54600 15 Transpotation Charges 1 135000 135000 16 फरसी 20 250 5000

Total Material 242000