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| 1 | Laying and Jointing PVC Pipe. Heading |
| 2 | 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 upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m :As per D.S.R 2.8.1 |
| 3 | Providing and laying in position cement concrete 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) As per D.S.R 4.1.8 |
| 4 | Reinforced cement concrete work in (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 :5.2.2 |
| 5 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand) As per D.S.R 6.1.2 |
| 6 | 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 :5.2.2 |
| 7 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand) As per D.S.R 6.1.2 |
| 8 | 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 sand) As per D.S.R 6.4.1 |
| 9 | Same Item No.6 But in Lighter beam including all required as per DSR 5.3 |
| 10 | R.C.C. work with cement approved coarse sand and 2cm (3/4\\") guage approved stone grit in the proportion of 1:1.5:3 in the slab excluding supply of reinforcement and its binding but including its fixing and binding the same with 24B.W.G.G.I. binding wire and including necessary centering and shuttering etc. and also including supply of all materials, labour and T&P etc. required for proper completion of the work. as per DSR5.2.2 |
| 11 | Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more. As per D.S.R 5.22.6 |
| 12 | C.C. work with 1:2:4 cement C-sand and stone grit 20mm concrete in holdfast including all required in complete work as per S.I. No. 4.2.3A |
| 13 | 12 mm cement plaster of mix 1:6 (1 cement: 6 coarse sand) As per D.S.R 13.4.2 |
| 14 | Mild steel or iron work in heavy sizes such as trusses, builtup gate, door, frames, record racks roof work, gates etc. wrought to required from including driling holes, rivetting or welding where necessary, and also including supply of steel, bolts, nuts etc. their fixing required for proper completion of work. as per SI No. 10.2 |
| 15 | Supply & Fixing of 100mm initial dia A.C. down pipe including all |
| 16 | Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying oftiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily.Double charge vitrified tile polished finish of size of Tile 600 x 600 mm 11.41A.1.1 |
| 17 | Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers etc. for mass concrete As per D.S.R 5.9.5 |
| 18 | electical Work |
| 19 | Plumbring Work Please Enable Macros to View BoQ information |
