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| 1 | Construction of Compound Wall for newly ConstructedLadies Hostel |
| 2 | 2.32Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. |
| 3 | 2.8.1Earth 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.All kinds of soil |
| 4 | 2.7.1Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas(exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.Ordinary rock |
| 5 | 4.1.4Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 )1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) |
| 6 | 60.7.1DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site |
| 7 | 7.1.1Random 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 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 8 | 4.3.1Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations,footings, bases for columns |
| 9 | 5.1.3Providing 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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 10 | 4.3.3Centering and shuttering including strutting, propping etc. and removal of form work for:Columns, piers,abutments, pillars, posts and struts |
| 11 | 5.2.2Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size) |
| 12 | 5.22.6Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more |
| 13 | 2.25Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. |
| 14 | 50.6.7.3Laterate masonry with neatly dressed laterate stone of size 40x20x15 cm or nearest size in cementmortar 1:6 for superstructure above floor two level upto floor five level including all cost of materials,labour charges etc. |
| 15 | 4.1.3Providing and laying in position cement concrete of specified grade excluding the cost of centering andshuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mmnominal size) |
| 16 | 13.1.212 mm cement plaster of mix:1:6 (1 cement : 6 fine sand). |
| 17 | 13.43.1Applying one coat of water thinnable cement primer of approved brand and manufacture on wallsurface:Water thinnable cement primer |
| 18 | 10.1Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting,fixing in position and applying a priming coat of approved steel primer all complete. |
| 19 | 13.63.1Painting with aluminium paint of approved brand and manufacture to give an even shade.Two or morecoats on new work |
| 20 | 16.18.1Fencing with angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 metres (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for serarately) :- Payment to be made per metre cost of total length of barbed wire used.With G.I. barbed wire |
| 21 | 50.10.2Steel work for purlin/single section with G I pipes including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. Complete |
| 22 | od72935/2024_2025Providing & fixing High pressure laminated sheet 8mm thick as approved by the Engineer in charge. The sheets shall be fixed using self drilling /welding/ self tapping screw including cutting to size shapes where ever required. |
| 23 | 13.61.1Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new |
