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| 1 | 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 mabove ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared.DSR2.31 |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator)manual means over areas (exceeding 30 cm in depth, 1.5 m in width aswell as 10 sqm on plan) including getting out and disposal-of excavatedearth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge DSR2.8.1 |
| 3 | Filling available excavated earth (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 upto 50 m and lift upto 1.5 m. |
| 4 | 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). DSR 4.1.8 |
| 5 | Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 DSR6.2.1 |
| 6 | 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 : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources) DSR 5.1.2 |
| 7 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : DSR 5.2.2 |
| 8 | Steel reinforcement for R.C.C. work including straightening, cutting. bending, placing in position and binding all complete upto plinth level.. DSR 5.22.1 |
| 9 | Centering and shuttering including strutting, propping etc. and remove of form for |
| 10 | Foundations, footings, bases of columns, etc. for mass concrete DSR 5.9.1 |
| 11 | Lintels, beams, plinth beams, girders, bressumers and cantilevers.DSR 5.9.5 |
| 12 | Columns, Pillars, Piers, Abutments, Posts and Struts DSR 5.9.6 |
| 13 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in: Cement mortar 1:4 (1 cement: 4 coarse san DSR 6.4.1 |
| 14 | 12 mm cement plaster of mix: 1:4 (1 cement: 4 coarse sand)DSR 13.4.1 |
| 15 | Finishing wall with waterproofing cement paint of required shade New work ( 2 or more coats applied @ 3.84kg/10sqmt) DSR 13.44.1 |
| 16 | Forming groove of uniform size from 12x12 mm and upto 25x15 mm in the top layer of washed stone grit plastered surface as per approved pattern, including providing and fixing aluminum channels of appropriate size and thickness (not less than 2 mm), nailed to the under layer with rust proof screws and nails and finishing the groove complete as per specifications and direction of the Engineer-in- Charge.DSR 13.76 |
| 17 | Fencing with angle iron post placed at required distance embeddedin cement concrete blocks, every 15th post, last but one end postand corner post shall be strutted on both sides and end post on oneside only and provided with horizontal lines and two diagonalsinterwoven with horizontal wires, of barbed wire weighing 9.38 kg per100 m (minimum), between the two posts fitted and fixed with G.I.staples, turn buckles etc. complete. (Cost of posts, struts, earthwork and concrete work to be paid for separately). Payment to bemade per metre cost of total length of barbed wire used.With G.I. barbed wire (16.18.1) |
| 18 | MS Clamp (MR) |
