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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 50m outside the periphery of the area cleared. |
| 2 | Filling available building rubbishin trenches, compound etc to the required alignment of the compound boundary at required width and depth as directed by the Engineer-in-Charge including transporting the stacked / dumped materialsmanually using wheel barrows / carts etc all complete. (Quantity of the stacked / truck measurementsshall be taken for the purpose of measurement and payment) |
| 3 | 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. |
| 4 | All kinds of soil. |
| 5 | Fencing 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 m (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 separately). Payment to be made per metre cost of total length of barbed wire used. |
| 6 | With G.I. barbed wire |
| 7 | Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete. |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 9 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 10 | Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 11 | Structural steel work 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. |
| 12 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : |
| 13 | Two or more coats on new work. |
| 14 | Demolishing brick work/CC block 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. |
| 15 | In cement mortar |
| 16 | Providing and laying Cement concrete block masonry as per IS 2572, using solid CC blocks conforming to IS 2185 part 1, in cement mortar 1 : 4 (1 cement : 4 coarse sand)-at all floor levels |
| 17 | 12 mm cement plaster of mix : |
| 18 | 1:4 (1 cement: 4 fine sand) |
| 19 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 20 | 1:2:4 (1 cement : 2 coarse sand(zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 21 | 1:5:10 (1 cement : 5 coarse sand(zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 22 | Disposal of building rubbish including the cost of loading, unloading (mechanically or manually), trasportation etc.. |
| 23 | 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 : |
| 24 | 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) |
| 25 | 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 : |
| 26 | 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) |
| 27 | Installation of manually bored cast in situ pile including the cost of boring and concreting but excluding the cost of reinforcement in the following steps.Making excavation of about 60 cm depth and width approximately equal to the pile diameter. Boring by using manual augur in stages of about 1.20 m depth, by turning a T-shaped pipe arrangement bolted to the augur head, which can be extended by adding segments as depth of excavation increases. After boring in each stage, soil is bailed out and stacked at some distance away from the bore hole. Verticality is maintained at all times with a collar fixture kept at ground level, and fitting around the driving shaft.After boring to full depth of excavation as per drawing, forming of single underream/bulb at required depth by pressing down the expandable bulb forming fixture and rotating the T-shaped pipe attachment similar to pile boring, and bailing out the soil.After inserting the reinforcement cage, tremie concreting the bore, the tremie raised and lowered using a tripod-pulley-manual winch arrangement, making sure that concrete doesn’t flow out excessively at ground level. Checking the pile alignment to ensure that it is as per structural drawing.Note: Bentonite slurry shall be pumped into the borehole while boring inorder to stabilize the side walls. In case soil is sufficiently strong, this requirement can be dispensed Note: Bentonite slurry shall be pumped into the borehole while boring inorder to stabilize the side walls. In case soil is sufficiently strong, this requirement can be dispensed |
| 28 | Bored cast in situ single underreamed pile 400 mm dia |
| 29 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete at all levels. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 30 | Smooth finishing of the exposed surface of R.C.C. work with 6 mm thick cement mortar 1:3 (1 Cement : 3 fine sand). |
