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| 1 | 1) Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 2 | a). All kinds of soil. |
| 3 | 2). Filling with available (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. |
| 4 | 3). Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50m outside the periphery of the area cleared. |
| 5 | 4)Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 6 | a)1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources). |
| 7 | 5)Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : |
| 8 | a)1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 9 | 6)Centering and shuttering including strutting, propping etc. and removal of form for : |
| 10 | a)Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 11 | 7) Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. |
| 12 | a)Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 13 | 8)Smooth finishing of the exposed surface of R.C.C. work with 6 mm thick cement mortar 1:3 (1 Cement : 3 fine sand). |
| 14 | 9) Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level with : |
| 15 | a) Cement mortar 1:6 (1 cement : 6 coarse sand). |
| 16 | 10) Random rubble masonry with recovered hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level. Recovered stones should be used for this work : |
| 17 | a) Cement mortar 1:6 (1 cement : 6 coarse sand). |
| 18 | 11) Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. |
| 19 | a) In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. |
| 20 | 12)Pointing on stone work with cement mortar 1:3 (1 cement: 3 fine sand) : |
| 21 | a) Flush/ Ruled pointing |
| 22 | 13) Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : |
| 23 | a) Two or more coats on new work. |
| 24 | 14) Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.. |
| 25 | a) In cement mortar |
| 26 | 15) Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge : |
| 27 | a) In cement mortar |
| 28 | 16) Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. |
| 29 | 17). Fencing with barbed wire on R.C.C. post placed at required distance, embedded in cement concrete blocks provided with horizontal lines of barbed wire weighing 9.38 kg per 100 metres (minimum), between the two posts fitted and fixed with G.I. staples on wooden plugs or G.I. binding wire tied to 6 mm bar nibs fixed while casting the post (cost of R.C.C. posts, struts, earth work and concrete to be paid for separately) :- Payment to be made per metre cost of total length of barbed wire used. |
| 30 | a). With G.I. barbed wire |
| 31 | 18). Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. |
| 32 | a). Made of G.I. wire of dia 4 mm |
