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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 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. |
| 2 | 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 dressing of sides and ramming of bottom disposal of excavated earth, lead up to 50m and lift up to 1.5m, disposed earth to be levelled and neatly dressed. (No extra lift is payable if work is done by mechanical means) All kinds of soil |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level : With 20mm nominal size graded stone aggregate. M-10 Nominal (Mix-1 Cement : 3 sand : 6 graded stone aggregate ) |
| 4 | Brick work with fly ash lime bricks (FALG Bricks) conforming to IS:12894-2002, up to plinth : Having 50 kg / cm2 average compressive strength. Cement mortar 1:6 (1 cement : 6 sand) |
| 5 | Random rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 cement :6 sand : 12 graded stoneaggregate 20mm nominal size) at plinth level with : Cement mortar 1:6 (1 cement : 6 sand) |
| 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level : With 20mm nominal size graded stone aggregate. M-20 – Grade concrete |
| 7 | Centering and shuttering in cluding strutting, propping etc. and removal of form for: Small lintels not exceeding 1.5m clear span, mouldingas incornices, window, sills, courses, bands, copings, bed plates, anchor blocks and the like. |
| 8 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets etc. upto floor two level, excluding the cost of centering, shuttering and finishing : With 20mm nominal size graded stone aggregate M 20 – Grade concrete |
| 9 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding including cost of binding wire all wastages and overlaps, couplers (overlaps shall be provided as per requirement of IS 13920 for ductile detaling IS-456 RCC Design & SP 34 Reinforcement detailing ) etc. complete .(Note:-1. Spacer bars (chairs) shall be paid separately as shown in the drawing and as per direction of engineer in charge.2. No extra payment shall be done for overlaps and/or couplers.3. Couplers shall be conforming to IS code on “Reinforcement Couplers for Mechanical Splices of Bars for Concrete Reinforcement - Specification”) Thermo-Mechanically Treated bars. FE 500conforming to IS 1786 |
| 10 | 12 mm cement plaster of mix :1:4 (1 cement : 4 sand) |
| 11 | 15 mm cement plaster on the rough side of single or half brick wall of mix : 1:4 (1 cement : 4 sand) |
| 12 | Pointing on stone work with cement mortar 1:3 (1 cement: 3 sand). Flush/ Ruled pointing |
| 13 | Filling available excavated earth (excluding hard rock/Ordinary 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 upto 1.5 m. |
| 14 | 22 cm thick dry picked up boulder pitching with individual boulders of 22 cm depth and at least the dimension of boulders in any direction should not be less than 10 cm complete. |
| 15 | Steel work in built up M.S. tubularsection (round, square or rectangular hollow tubesetc.) trusses/frame work etc. including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washersetc. complete. Hot finished seamless type tubes |
| 16 | Structural steel work using M.S. flats, angles, channels I-section, H-section etc. riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 17 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work. |
