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| 1 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. |
| 2 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) (DSR-18/15.2.1) |
| 3 | Excavation in foundation in ordinary soil (Loam clay or sand) including lift upto 1.50 M and lead upto 30.00M and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the engineer incharge upto a distance of 30m from the foundation trenches (where machine con not reach/move) (SOR-20/251 (A)/4.1.1) |
| 4 | Depth from 0.0 to 1.5M below G.L. |
| 5 | Cement concrete with 4cm gaugeApproved stone ballast coarse sand & cement in the proportion of 8:4:1 including supply of all materials labour tools & Plants etc required for proper completion of the work |
| 6 | 8:4:1 (1 Cement 4: Coarse sand :8 graded stone aggregate 40mm nominal size) (SOR-20/281/5.08) |
| 7 | Plain/Reinforced Cement concrete in open foundation complete as per Drawing and Technical Specifications. (MORTH-20/9.06/E/Case-II) |
| 8 | RCC Grade M-25 using batching plant transit mixture and manual placing (MORTH-20/9.06/E/Case-II) |
| 9 | Steel reinforcement for RCC work including straightening cutting bending placing in position and binding all complete upto plinth level |
| 10 | Thermo Mechanically treated bars of grade Fe-500D or more. (SAIL Steel) (DSR-18/5.22.6/AR) |
| 11 | M-150 brick work in 1:6 cement & coarse sand 2.20 FM mortar in foundation and plinth including supply of all material labour and T&P etc required for proper completion of the work. (SOR-20/303).Same as item no 303 but in 1:4 (1 cement & 4 coarse sand) of 1.25 F.M. mortar. (SOR-20/305).Same as item no 305 but in 1:4 (1 cement & 4 coarse sand) of 2.20 F.M. mortar. (SOR-20/305(A)). |
| 12 | M-150 brick work in 1:6 cement & fine sand 1.25 FM mortar in foundation and plinth including supply of all material labour and T&P etc required for proper completion of the work. (SOR-20/303/6.02)Same as item no. 303 but in 1:4 one cement & four fine sand of 1.25 F.M. mortar. (SOR-305/6.04)Same as item no 305 but in 1:4 one cement & four coarse sand of 2.20 F.M. mortar. (SOR-20/305(a))As item 303 to 307 above but in superstructure including necessary Cutting & moulding of brick as required thickness of wall not to be less than 1½ brick. Add extra labour to above items. (SOR-20/309/6.07) |
| 13 | 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) (DSR-18/13.4.2) |
| 14 | 15 mm cement plaster : 1:6 (1 cement : 6 coarse sand)(DSR-18/13.5.2) |
| 15 | Cutting groove in plaster 1cm. Wide & 1 cm. deep by using special tools including supply of all tools & plants etc. complete (SOR-20/21.18/New Item) |
| 16 | Finishing wall with water proof cement paint of approved make and quality on new wood with two coat to give an even shade including supply of all materials, labour, Tools & plant etc. required for proper completion of the work. (SOR-20/660)Same as item 660 but for weather coat (Asian or Berger Brand) (SOR-20/662/new item) |
| 17 | Providing wall putty on new surface with approved quality material of Berger/J.K./Birla or similar make 2 coats.(SOR-20/662 New Item) |
| 18 | Distempering (first coat) with oil bound distemper of approved brand and manufacture and of required shade on undecorated wall surface to give and even shade over and including a priming coat with cment primer of approved brand and manufacture such as Berger, J&N, Shalimar, Asian Paint after thoroughly brushing the surface free from mortar dropping and other foreign matters and also including the surface even with plaster of Paris of approved synthetic materials and sand papered smooth including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. (SOR-20/649) |
| 19 | As in item (649) above but for every coat after the first coat. (SOR-20/650) |
| 20 | Painting roofs or other iron work in large areas with one coat priming and one coat of approved (above one Sq. Metre) paint (British antesol or equivalent) including supply of all materials, labour, Tools & plants etc. required for proper complection of the work. paint to be used should confirm the ISI no 103-109. (SOR-2020/644)As in item (644) above but for every coat after the first coat. (SOR-20/644+645) |
| 21 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. (DSR-18/10.5) |
| 22 | Using M.S. angels 40x40x6 mm for diagonal braces (DSR-18/10.5.1/AR) |
| 23 | Sand filling in plinth including supply of necessary quantitiy of sand from a distance not exceeding 8Kms from the site of work and including watering, dressing etc. labour and T & P etc. required for the proper complition of the work. Saplings of girth upto 30cm. measured at a height of 1 M above ground level and removal of rubbish upto a distance of 50m out side the periphery of area cleared. (SOR-20/255) |
| 24 | Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks.(DSR-18/11.2) |
| 25 | Cement concrete with 4cm gaugeApproved stone ballast coarse sand & cement in the proportion of 8:4:1 including supply of all materials labour tools & Plants etc required for proper completion of the work |
| 26 | 8:4:1 (1 Cement 4: Coarse sand :8 graded stone aggregate 40mm nominal size) (SOR-20/281/5.08) |
| 27 | Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 25 mm thick (DSR-18/11.26.1) |
| 28 | Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. (DSR-18/11.27) |
| 29 | Providing and laying 60mm thick factory made cement concrete interlocking paver block of M-30 grade caste in PUC/RUBBER moulds ,made by making machine with strong vibratory compaction with smooth finish and required size and design/shape laid in with permanent of BAYOR company and pattern over and including 40mm thick compacted bed of fine sand , filling the joints with fine sand etc. all complete as per the direction of engineer-in-charge. (A.R./GNIDA) |
| 30 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. 18/10.25) |
| 31 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. (DSR-18/10.25.2) |
| 32 | Painting roofs or other iron work in large areas with one coat priming and one coat of approved (above one Sq. Metre) paint (British antesol or equivalent) including supply of all materials, labour, Tools & plants etc. required for proper complection of the work. paint to be used should confirm the ISI no 103-109. (SOR-2020/644)As in item (644) above but for every coat after the first coat. (SOR-20/644+645) |
| 33 | Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. (DSR-18/12.1) |
| 34 | 1.00 mm thick with zinc coating not less than 275 gm/m² (DSR-18/12.1.1) |
| 35 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads. Transporting to site, spreading, grading to required slope and compacting to meet requirement of Table No 300-2: lead upto of 5.00KM (MORTH--20/305/3.16) |
| 36 | Supply and fixing of pre cast concrete R/F bench chair typed with back rest manufactured by using M-30 grade of concrete and reinforced suitable to prevent damaged during handling transportation execution and long the bench consists of 20 no D-shape base support in grey/cement colour thickness 100mm back height 1000mm & front height 450mm base width 620mm and 5 nos reinforced concrete planks is red colour of size 1500X100X50mm and 1 no of reinforced concrete planks of size 1500mm X 200mm X 50mm all part one joint together with galvanized nuts & bolts of suitable size all bolts are sealed after assembly seating length of the bench 150mm seating height of the bench 450mm total length to bench 1000mm (AR/GNIDA) |
| 37 | Labour cess and GST will be paid extra as per Govt. orders. Please Enable Macros to View BoQ information |