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| 1 | Excavation in foundation in ordinary soil (loam, clay of sand) including lift up to 1.5m and lead up to 50M. And including filling, watering and ramming of the excavated earth into the trenches or into the space between the building and the sides of the foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the E/I upto a distance of 50M. from the foundation trenches (SI No 251) |
| 2 | Providing andlaying cement concrete 1:4:8 (1 cement: 4 coarse sand :8 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. S.I. No. 275. |
| 3 | Sand filling in plinth and under floors including watering, ramming, consolidating sand dresssing complete including supply of all materials, babour sand T&P etc. required for proper completion of work (SI No 255) |
| 4 | Filling of carted earth in trenches, plinth and sides of foundation etc. in lavers not exceeding 20 cm. in depth consolidating each deposited layer by ramming & watering and dressing and including cartage of earth upto 5.00 km and all taxes required for proper completion of the work. (AOR) |
| 5 | Providing and laying in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone ballast 20 mm nominal size) includingsupply of all materials, babour sand T&P etc. required for proper completion of work S.I. No. 279 b |
| 6 | R.C.C. work with cement, approved coarse sand and 2 cm (3/4”) gauge approved stone ballast in the proportion of 1:2:4 in Raft Foundation excluding supply of reinforcement and its fixing and binding the same with 24 B.W.G. G.I. binding wire and including necessary centering and shuttering etc. and also including supply of allmaterials labour and T&P etc. required for proper completion of the work. (S.I.287) |
| 7 | Mild steel or iron in plain work such as reinforced brick work (when not included in an overall rates) wrought to required shape as necessary including bending for proper completion of work, supply of steel , its wastage , bend, hooks and authorized overlapping shall be measured up to floor two level for proper completion of work. (S.I.No.504) |
| 8 | 12mmthick cement plaster 1:4 cement and coarse sand (FM 1.25) mortar over brickwork including supply of all materials, labour and T&P et. Required for proper completion of work. |
| 9 | 10cm. Thick plome A.C sheet stripincluding the cost of materialslabour T&P etc. required for proper completion of the work as per direction of Engineer-In-Charge. |
| 10 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade:New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) SOR 13.47.1 |
| 11 | Supply and carriage to site and fixing R.S.J 200x100mm. I.S.M.B. position proper completion of work & MSD work in heavy size and section as in top and bottom plate as per drawing including their fixing etc. complete. |
| 12 | Mild steel or iron in Heavy size such as trusses, build up gates, record racks, roof work gates etc. wrought to required form including drilling holes rivetting or welding where necessary & there fixing required for proper completion of work. (S.I.No.503) |
| 13 | Mild steel or iron work Small size such as trusses, build up gates, record racks, roof work gates etc. wrought to required form including drilling holes rivetting or welding where necessary & there fixing required for proper completion of work. S.I. No. 502 |
| 14 | Supply & fixing of 6mm metalic roofing sheetincluding the cost of materialslabour T&P etc. required for proper completion of the work as per direction of Engineer-In-Charge. |
| 15 | Supply & fixing of DSR mt 2.50 Ridgeincluding the cost of materialslabour T&P etc. required for proper completion of the work as per direction of Engineer-In-Charge.DSR 12.51 |
| 16 | Painting or vansishing on iron worksin small areas or new wood work with one cost of ready mixed priming paints & 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 I.S.I no. 103 1950 but same as in item 641 above but for every coat after 1 st coat. and item no. 642 above but for every coat on previously painted old wood or steel work. S.I. No. 641+642. |
| 17 | Cement Concret with 4 cm guage approved stone ballast Approved coarse sand and cement in proportion of 1:6:12 including supply of all material ,labour and t&p etc.required for completion of work.Ground floor 43.77+2.87=46.64 |
| 18 | Providing and injecting chemical emulsion for preconstruction ant termite treatment and creating a chemical barrier under and around the column pits wall trenches basement excavation top surface if plinth filling junction of wall and floor, along the the external perimeter of binding expansion joints, surrounding of pipes and conduits etc, complete(plinth area of the building at ground floor only shall be measured as per I.S.6313 (PartII 1981) Alderine emulsifiable concentrate or any other approved material such as Heptrachlor or Chlordane will be used. The rate of application of chemical emulsion shall be as follows :(3) Treatment of top surface of plinth filling 5 liters/sqm chapter 8 |
| 19 | R.C.C. workwith cement approved coarse sandand2cm.(3/4\")guageapproved stone ballast in the proportion 1:2:4 (1cement :2 coarse sand :4 aggregate) in lintels of doorsand windows excluding supply of reinforcement and its binding but including its fixing and bindingthe same with 24 B.W.G.G.Ibindingwireand including Necessary centeringand shuttering etc.and also including supply of all materials,labour andT&P etc. required forproper completion of the works. Binding wire cost being included in the item.As in item No. 20 but in the proportion of 1:1.5:3Ground floor |
| 20 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). 284Ground floor |
| 21 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).Ground floor |
| 22 | M-150 brick work in 1:4 (one cement and Four coarse sand sand of 2.25 fineness modulus) mortar infoundation & plinth including supply of all materials, labour and T & P etc required for proper completion of the work. |
| 23 | M-150 brick workin 1:4 cement and coarse sand F.M.2.25 mortarin for super-structureaboveplinth levelincluding necessarycutting and mouldingofbrickworkas requiredandalsoincludinghoney combed brick work in thickness of wall more than one brick.Above but for one brick wall add for extra labour.305 b+309+310 |
| 24 | B/W In Superstructure (115 mm thick) PARAFIT |
| 25 | Painting in D.P.C. with two coats of airblown bitumen 85/50 or 85/25 @ about 1.7 kg./sqm including cost of fuel if any. |
| 26 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).lintal |
| 27 | chazza |
| 28 | slab |
| 29 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.80x1.25 mm M.S. laths with 1.25 mm thick top cover |
| 30 | 15 mm cement plaster on rough side of single or half brick wall of mix:1:4 (1 cement: 4 coarse sand) |
| 31 | Making grooves 10 to 12 X 12mm and upto 25 X 15 mm deep in plaster of the walls or in ceiling vertically or horizontally as required. |
| 32 | 2.5 cm thick Cement concrete flooring 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 12-20mm nominal size laid over base concrete finished with floating coat of neat cement (base concrete to be paid separatley )including fixing of glass strips .(Excluding cost of glass strips.) |
| 33 | 4 cm thick (1\") 1:2:4 plain cement concrete floor with cement approved coarse sand and 2 cm (3/4\") graded approved stone shingle laid in panels finished with 3 mm.(1/8\") floating coat of neat cement and marble dust in 5:1 as specified over & including 8cm(3\") yhick base concrete consisting of cement , local sand and brick ballast 4cm(1.5\") gauge in the proportion of 1:4:8 and removing any over lapping mortar at the joints of panels if any giving them a uniform finish including supply of all materials , labour and t&P etc. required for proper completion of the work.4cm thick |
| 34 | Applying exterior emulsion of average thickness 2 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 35 | Providing and applying white cement based putty of average thickness 2 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 36 | Providing and laying \"brick coba\" 120mm thicklaid with M-150 class brick bat coba 7.50cm thick with gap of 15mm to eachother,over 20 mm thick base of cement mortar1:4cementand coarse sand mixed with water proofing compound spreading cement slurry mixed with acrelic cement concrete water proofing compound filled gaps of coba & top of coba mortar mixed with water proofing compound in 1:4 cementandcoarsesandmortar finised smooth & top mashed false square 30 cm x 30 cm and side wall parapet shall be mono tythic plaster wall up to 30 cm higher and junction and corner shall be rounded by brickballastcement and coarse sandmasonany Cobawithtop finised plaster mixed with acetic water proofing compound@ 2%byweight & including s/o all material, labour, T& P etc complete for proper completion of work. |
| 37 | Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion.Shoe (Plain) |
| 38 | 110 mm bend |
| 39 | S/F fan hook |
| 40 | Painting or vanishing two coats on iron works in small areas or new wood work with one coat 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 I.S.I No.103 1950 PWD-641+642 |
| 41 | M-150 class brick work in 1:4 cement and coarse sand mortor in foundation and plinth including supply of all materilas, labour and tools and plants etc. required for proper completion of the work. 305 b |
| 42 | InterlockingFilling of carted earth in trenches, plinth and sides of foundation etc. in lavers not exceeding 20 cm. in depth consolidating each deposited layer by ramming & watering and dressing and including cartage of earth upto 5.00 km and all taxes required for proper completion of the work. (AOR) |
| 43 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming crushable screening to fill up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per Technical specificationclause 405 |
| 44 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. |
| 45 | Interlocking Tiles- Rubber moulded reflective Zig-Zag 80mm. Providing and Laying of interlocking Concrete block Pavements having thickness 80mm as per drawings and Technical Specification Clause 1504 (6.7) chapter-20 |
| 46 | Maintenance of Second Year (@0.25%) |
| 47 | Maintenance of Second Year (@0.50%) |
| 48 | Maintenance of Second Year (@0.75%) |
| 49 | Maintenance of Second Year (@1.00%) |
