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| 1 | Survey of the area, demarcation & layout 2A1 |
| 2 | Dividing the area in subplots and their semi permanent demarcation in field and preparation of map 2A2 |
| 3 | Stone wall fencing: Random rubble loose stone fencing of size .80 m at base, .60 m at top and 1.20 m high (rates are for volume including voids) 300 running mtr 2.2.1.5 if lead is between 220to 500 |
| 4 | Stone wall fencing: Random rubble loose stone fencing of size .80 m at base, .60 m at top and 1.20 m high (rates are for volume including voids) 120 running mtr 2.2.1.5Repair of stone wall fencing |
| 5 | Layout for excavation of contour tranch/dyke /v-ditch |
| 6 | Layout for excavation of pits 2A3 |
| 7 | Construction of inspection path 4500 rmt |
| 8 | constructions of contour Dyke with cross sections 30cmx30cm on uper slope and sowing of suitable thorny shrub species along th inner sidex8rmt =562.5cum |
| 9 | Digging of V-Ditch with.45cmx.45cm cross sectionson moddle slopes and V-Ditch in slope less than 6% as per the side conditions as per side requirement 3290.8 Cum In hard muram /kankar/compect clay soil |
| 10 | Digging of V-Ditchwith.45cmx.45cm cross sectionson moddle slopes and V-Ditch in slope less than 6% as per the side conditions as per side requirement 2531.3cum In 30%to 50%bolders |
| 11 | Construction of Earthen Bunds,checkdam,perculation Tank in Hard soil Boulders 22580cum |
| 12 | Construction of Earthen Bunds,checkdam,perculation Tank in n 30%to 50%bolders 7600 cum |
| 13 | Digging ofcontour trenches with cross sections size .45cmx.45cm=8555.7 cumIn hard muram /kankar/compect clay soil |
| 14 | Digging ofcontour trenches with cross sections size .45cmx.45cm 1974.4CumIn 30%to 50%bolders |
| 15 | Digging of Ditch by Mechanical means of desired shape and size:1.2 m deep,1.5 m wide at top and 0.9 m wide at bottom, includes dressing (Vol.per running meter m=1.44 cum) 2.2 including dressing and laying of excavated soil in continues mound and dressing of mound In hard moram/cankar/ compact clays 4824 Cum |
| 16 | Digging of Ditch by Mechanical means of desired shape and size:1.2 m deep,1.5 m wide at top and 0.9 m wide at bottom, includes dressing (Vol.per running meter m=1.44 cum) 2.2 including dressing and laying of excavated soil in continues mound and dressing of mound In hard moram/cankar/ compact clays 7632 Cum |
| 17 | Digging of pits (size 0.45 m x0.45 mx0.45m or (0.50+0.40) /2X(0.50+0.40) /2x0.45 cubic meter)In hard muram /kankar/compect clay soil 32500 Pits |
| 18 | Digging of pits (size 0.45 m x0.45 mx0.45m or (0.50+0.40) /2X(0.50+0.40) /2x0.45 cubic meter)InIn 30%to 50%bolders 25000 Pits |
| 19 | Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded with 15x3 mm lugs 10cm long embedded in cement concrete blocks 15x10x10 cm of 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as require including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.gate and door |
| 20 | Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5 m , disposed earth to be levelled and neatly dressed : All kinds of soil |
| 21 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). |
| 22 | Random Rubble masonry with hard stone in cement sand mortar including curing and mixing of mortar in foundation in ration Cement Mortar 1:6 ( 1-Cement : 6-Sand).for kattle guard hut and gate piller |
| 23 | Random Rubble masonry with hard stone in cement sand mortar including curing and mixing of mortar in foundation in ration Cement Mortar 1:6 ( 1-Cement : 6-Sand)..for kattle guard hut and gate piller |
| 24 | 25 mm thick cement plaster on new surface of walls in two coats including smooth finishing in cement sand mortar in ratio 1:6 including curing etc. complete.for kattle guard hut and gate piller |
| 25 | White washing with lime to give an even shade including all scaffolding:.for kattle guard hut and gate piller |
| 26 | Stone slab roofing on ground floor with fine grained stone slab from approved quarry including filling of joints of parapet and slab on both sides in cement sand mortar 1:4, with ceiling pointing in cement sand mortar 1 : 3 complete as per specification and instruction of Engineer In Charge |
| 27 | Purchasing of Galvanised steel barbed wire 12300 /7.5mitar per kg = 1640 kg |
| 28 | Stretching of barbed wire and fixing it with the post with GI wire |
| 29 | Purchasing of Bind Wire |
| 30 | 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40mm nominal size). 516 x 0.45 X 0.45 X 0.45 = 47.02 |
| 31 | Digging of pits (size 0.45 m x0.45 mx0.45m or (0.50+0.40) /2X(0.50+0.40) /2x0.45 cubic meter)In hard muram /kankar/compect clay soil for cement post |
