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| 1 | Earth work in exacavation in foundation in ordinary soil including lift upto 1.5 m and lead upto 30m. and dressing ofsides and ramming of bottom and disposal of surplus excavated earth as directed by the Engineer i/c withina lead of 30 m. |
| 2 | Providing and layingin cement concrete 1:4:8 (1 cement: 4 fine sand : 8 brick aggregate 40 mm nominal size) and curing complete, including cost ofform-work, in foundation and floors. |
| 3 | R.C.C. work with cement approved coarse sand and 2 cm (3/4\") gauge approved stone ballast in the proportion 1:2:4 in beam excluding supply of reinforcement and its bending the same with 24 WG binding wire and necessary centring and shuttering etc and alsoincluding supply of all materials labour and tools and plants etc. required for proper completion of the works. Strength of the concrete shall not be less than with M-20 concrete nominal mix |
| 4 | R.C.C. work with cement approved coarse sand and 2 cm (3/4\") gauge approved stone ballast in the proportion 1:1.5:3 (1 cement :1.5 coarse sand : 3 aggregates) , in raft foundation and footings excluding supply of reinforcement and its bending the same with 24 WG binding wire and necessary centring and shuttering etc and alsoincluding supply of all materials labour and tools and plants etc. required for proper completion of the works. Strength of the concrete shall not be less than with M-20 concrete nominal mix |
| 5 | As in item 3.0 above but in column{1:1.5:3) |
| 6 | Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work(whennotincludedin an over all rates )wroughtto required shape as necessary including bending for proper completion ofthe work andincluding supply of steel itswastage bendhooks andauthorisedover lappingshallbe measured upto floor two level. |
| 7 | Class 150 brick work in1:6cement and coarse sand infoundation and plinth including supply ofall materials, labourand tools and plants etc.requiredforpropercompletion of the work. (303+coarse sand ) |
| 8 | Same as in item no. 4.1above but in super-structure including necessary cuttingand moulding ofbrickworkas requiredandalsoincludinghoney combed brick work in thickness of wall one brickthick. 1:4 |
| 9 | External Plastering 15mm thick plaster with cement mortar in proportion of 1:6 cement & coarse sand of 1.5-2.00 FMfor external wallsChapter 13 S.No 10 PWD 586 |
| 10 | Finishing walls with Premuim 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 coat of exterior primer applied @ 2.20 kg/ 10 sqm) |
| 11 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 12 | Providing and layingin cement concrete 1:6:12 (1 cement: 4fine sand : 12 graded brickaggregate 40 mm nominal size) for not less than strength of M-150 brick ballast ( 20mm nominal size) approved coarse sand cement curing comp. including coast of work in foundation and floors. |
| 13 | cost cement concrete door sills chaukhates boudary posts shaalves and similar work with cement approved coarse sand and 2cm(3/4\"\") gauge approved stone ballast in the proportion of 1:2:4 excluding suplly of reiniforcement and its binding but including its fixing and binding the same with 24B>W. G.C.I. binding wire and including the cost of binding wire, mouds and all other materials, labour and T&p etc. required for proper comp. of the work. (SI 282) |
| 14 | 12mm thick cement plaster in 1:4 with cement approved coarse sand including supply of all material labour and T&P etc. comp. |
| 15 | mild steel or irone work in heavy size such as trusses build up gates record rackes, roof work gate etc. wrought to required from including drilling holes, riveting or welding where necessary and their fixing required for proper comp. of the |
| 16 | Painting to coats over one coat ready mix priming coat on new steel or wood surface including priming coat with red oxide superir synthetic eramel such as berger asin neroluc luxol3, (SI No 641+642) |
| 17 | approved coarse sand and 2cm (3/4\") gauge approved stone ballast in the proportion 1:1.5:3 (One part of Cement, 1.5 Part of Coarse Sand and 3 Part of 2cm Stone Grit) in Slabs excluding supply of reinforcement and its bending and including its fixing and binding the same with 24 BWGI binding wire and including necessary centering and shuttering etc and also including supply of all materials labour and tools and plants etc. required to proper completion of the work/strength of the concrete shall not be less than M-15 grade.(Chapter_5_Item_11) |
| 18 | Class-150 (Non Modular) brick work in 1:4 cement and Coarse sandmortar in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work. |
| 19 | Class-150 (Non Modular) Half brick work in 1:4 cement and Coarse sandmortar in super structure above plinth level upto floor five level (upto five stories) including necessary cutting and moulding of brick work as required and also including honey combed brick work in thickness of wall more than 12cm. |
| 20 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone of size 20mm nominal size) laid in one layer finished with floating coat of neat cement (40mm thick floor) (DAR-11.3.1) |
| 21 | Providing and fixing glass strips of 5mm thick & 3.5 cm deep joints of floor atthe time of laying labour T&P completed S.I.No. 631-d |
| 22 | 12mm thick Cement plaster in single coat of fair side of single of half brick wall for interior plastering upto floor two level including internal rounded angles chamfers, and/or rounded angles not exceeding 80mm. In girth and finished even and smooth No. extra for mixing any additive. (I) 1cement : 4 coarse sand (SI. No. 582b |
| 23 | P/L integral cement based water proofing treatment BIRCK KOBA including preparation of surface as required for treatment of roofs, consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS. 2645 including adjoining walls upto 300 mm height. (b) Laying brick bats with mortar with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 over 20 mm thick layer of cement mortar of mix 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 to required slopeincluding rounding of junctions of walls and slabs (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645. (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement : 4 coarse sand) admixed with water proofing compound conforming to IS: 2645 including laying glass fiber cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final be flooded with water for a minimum period of two weeks for curing and for final test. With average thickness of 120 mm and minimum thickness at khurra as 65 mm.(Chapter_11 Item_2) |
| 24 | Applying one coat of white cement over new suface then Finishing walls with one coat of water proof cement paint of appoved make and quality on new work with two coat to give an even shade including supply of all materials labour and tools & plants etc required for proper completion of the work. |
| 25 | Making grooves 10 to 12mm wide x 8mm deep in plaster of the wall or in ceiling vertically or horizontally as required. (Hardoi 598) |
| 26 | Making drip course in sunshade or FACIA as per direction as Engineer-In-Charge including supply of all material, labour etc. required for proper completion of work. |
