Civil work

CCF J 7.2.2 Site clearance including uprooting of vegetation, brush wood, tree & sapling of girth up to 15 cm and removal of rubbish etc complete No. L B 1 100 100

PWD 1.6 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 No. L B D/H 1 320.02 0.6 0.6

PWD 1.6 For Inron post (Chainlink fencing) No. L B D/H 133 0.6 0.6 0.9

PWD 3.1.6 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). No. L B D/H 1 320 0.6 0.15

PWD 3.1.6 For Inron post (Chainlink fencing) No. L B D/H 133 0.6 0.6 0.9

PWD 6.1 Random Rubble stone masonry with hard stone in cement sand mortar including curing and mixing of mortar in Foundation in ratio 1:6

PWD 6.1.6 In Foundation Cement Mortar 1:6 ( 1-Cement : 6-Sand) No. L B D/ 1 320 0.6 0.45

PWD 6.2.6 In Superstructure Cement Mortar 1:6 ( 1-Cement : 6-Sand). No. L B D/H Wall 1 320 0.45 0.45

PWD 12.31.3 Pointing on stone masonry in cement sand mortar 1:3 (1 cement : 3 sand) : Raised and cut pointing. No. L B 2 face of wall 2 400 0.45

PWD 3.7.1 Providing and laying damp-proof course with cement concrete grade M-150 (1 : 2 : 4) mortar prepared with 1% solution of water-proof compound complete as per specification . 50 mm thick No. L B top of pillers 133 0.6 0.6 on top of wall 1 320.02 0.45

PWD 4.10.3 Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for : Columns, pillars, posts and struts etc. No. L B 133 0.6 1.05

PWD 3.1.4 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). No. L B D/H 133 0.6 0.6 1.05

PWD 9.2 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. M10 grade Nominal Mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size). 147x5.64 mr=829.08 mtr 133x1.50 mtr (for velding of top)= 199.50mtr [email protected]/mtr=6994.34 kg MS Flat 50x5mm 133x4.27mtr=567.91mtr@2kg/mtr= 1135.82 kg

LS Providing of SS Plate 1.50x1500 (W) x 3000 (L) mm weight 54 kg per sheet (133 sheet)

Item no 1031 Galvanised steel bolts & nuts 10 mm dia and 27 cm long both sides threaded with 4 galvanised steel nuts 133 postx10/per 133x5 per (top)

LS Providing GI Wire 4mm for 3 layers along with chain link

Item no.8695 Chain link fabric fancing mesh of size 50x50mm made of G.I. wire of dia. 3.15mm. 400x4.27mtr

LS Labour charge for fixing of SS plate on frame at 4.20 m height on reclouser including labour charge of making frame for lifting SS plate 3.50 m to 5.50 m height

LS Makink 14 hole at angle iron post, 5 hole on top angles, colour on angle & MS Flat and velding cherge (1.50 mtr angle velded top of chain link)

LS Fixing of chain link fencing with 5 layers GI wire, fixinf nut & bolt. All labour work

PWD B-1/1.6 Earth work in excavation by mechanical means (hydraulic excavator) / manual means over areas (exceeding 30 cm in depth. 1.5m in width as well as 10 sum on plan) including disposal of excavated earth, lead upto 50m and all lift upto 1.5m disposed earth to be levelled and neatly dressed. All kind of soil. L B D/H Wall (2x3.14x5) 31.40 0.45 0.60 for water space 3.14x5x5x0.64(0.23+1.05/2) =50.24

PWD B-3/3.1.6 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.) (2x3.14x5) L B D/H 31.40 0.45 0.15

PWD B-6/6.1.6 Random rubble stone masonry for with hard stone in foundation and plinth in cement sand mortar above 30cm thick wall in cement mortar 1:6 1st footing L B D/H 31.40 0.45 0.68

PWD B-11/11.26 Random rubble dry stone kharanja under floor. 3.14x5x5x0.30

PWD B-3/3.1.4 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. 1:3:6 (1 cement : 3 coarse sand :6 graded stone aggregate 20 mm nominal size.) 3.14x5x5x.15

PWD B-12/12.3.1 Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish : 25 mm thick L B Outer 31 0.23

PWD B-3/3.7.1 Providing and laying damp-proof course with cement concrete grade M-150 (1 : 2 : 4) mortar prepared with 1% solution of water-proof compound complete as per specification . 50 mm thick L B 31 0.45

LS Providing and laying of pipe line 32 mm HDPE pipe line

LS Construction of iron and pillers Gate for enclosure