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| 1 | First class bricks work in 1:4 cement and coarse sand mortar of 1.25 F.M. mortar in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work. CH-6 SOR No. 305b |
| 2 | Dismantling existing plaster including disposal of refuse as directed by Engineer-in-charge with in a distance of 60 mt. (200 feet) |
| 3 | 12 mm thick plaster with cement mortar in proportion of 1:3 cement and Coares sand of 1.25 F.M. CH-13 SOR No. 583 |
| 4 | 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. With G.I. barbed wire DSR 16.18.1 |
| 5 | One priming coat and one coat of dry distemper on new work including supply of all materials labour and T&P etc required for proper completion of work CH-16 SOR No. 681+682 |
| 6 | Providing and laying Cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone ballast 20 mm. nominal size) including supply of all materials. Labour and T&P etc. required for proper completion of the work and curing complete also including cost of formwork in foundation and floors. SOR No. 279b |
| 7 | Earth 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 getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-incharge. |
| 8 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 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) ,including cost of form- work,in foundation and floors. |
| 9 | Brick work with common burnt clay (non modular) bricks of class 150 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 10 | R.C.C work with cement approved course sand and 2 cm {3/4\\") gauge approved stone ballast in the proportion of 1:1.5:3 in lintels of doors and windows excluding supply of reinforcement and its bending but including its fixing and bending the same with 24 B.W.G. G.I. binding wire and including neccessary centering and shuttering etc. and also including supply of all materials, labours and T & P etc. required for proper completion of the work. Binding wire cost being included in the item. As per SOR SI No. 284b |
| 11 | Mild steel or iron in plain work such as reinforced concrete or reinforced brick work (when not included in an over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel and wastages and over lapping and hookes.As per SOR SI No. 504 |
| 12 | Flooring (1:2:4) 4 cm (1 1/2\\") thick instead of 2.5 cm (1\\") thick and without base concrete. As per SOR CH. 14 SI No.1 PWD Specification No. 600 |
| 13 | Providing and applying white cement based putty of aveage thickness 1 mm of approved brand and manufacturer , over the plastered wall surface to prepare the surface even and smooth complete. As per SOR CH. 15 SI No.30 |
| 14 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade . New work (Two or more coats applied @1.43 ltr/10sqm over and including priming coat of exterior primer applied @ 2.20 kg/10sqm) (apex Ultima , Weather coat All quard) asian , berger. As per SOR CH. 15 SI No.23 |
| 15 | Mild steel or iron work of small sizes and sections such as holding down bolts, hold fasts, tie rods ,gratings etc. ( when not included in an over all rates ) wrought to required form, including supply of steel ,bolts, nuts and wastage etc. and their fixing required for proper completion of the work. |
| 16 | Supply & fixing of flush Doors commercial quality conforming to I.S. 2202 Part I (1983) including fixing of wooden cleats & stoppers and including fixing and adjustment of hinges. Bolts locks,handles, springs.fitting with necessary screws to be supplied departmentally. 35mm thick. As per SOR CH. 9 SI No.1(b) |
| 17 | Painting or vansishing on iron worksin small areas or new wood work with one cost of ready mixed priming paint & one coat of approved superior quality ready mixed paint of clear synthetic varnish including supply of all materials, labour and T & P etc. required for proper completion of work paint to be used should confirm to the As per SOR CH. 15 SI No.1 |
| 18 | 2cm. (3/4\\") thick damp proof coarse with cement and approved coarse sand 1:2 with and including water proofing material as ordered by the Engineer-in-charge in the proportion as specified by the manufacturers, including supply of all materials, labour and T & P etc. required for proper completion of the work and including proper curing and shuttering as necessary. (SOR SI No. 361) |
| 19 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding material to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. |
| 20 | Rubber moulded reflective Zig-Zag 80mm. Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504 Please Enable Macros to View BoQ information |