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| 1 | Earth work in excavation by mechnical means (hydraulic excavation) manual means in foundation trenches or drain (not exceeding 1.5 m in width) or 10 Sqm on plain including dressing of sides remaining bottom, lift upto1.5 m including getting out the excavated earth and disposal of surplus excavated soil as per direction of engg. in charge with in lead upto 50 m DAR 2.8.1 |
| 2 | Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 Kms. 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 30 cms. measured at a height of 1 M. above ground level and removal of rubbish upto a of cleared.50 M. out side the periphery of area distance (UPPWD/SOR-2020/255) |
| 3 | Cement concrete with 4cm Guage Approved Stone ballast , Coarse Sand& Cement in the proportion of 8:4:1 including Supply of all material, Labour, Tools & Plants etc required for Proper completion of the work. UPPWD/SOR/281/P-17 |
| 4 | Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth.(DAR/4.17/Based on UPPWD/SOR-2020)) |
| 5 | 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./Cold twisted bars. (DAR/5.22.6/Based on UPPWD/SOR-2020)) |
| 6 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. “(Note:- Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately). All works upto plinth level. (DAR/5.33.1/Based on UPPWD/SOR-2020)) |
| 7 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. “(Note:- Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately). All works above plinth level upto floor V level . (DAR/5.33.2/Based on UPPWD/SOR-2020)) |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : |
| 9 | Foundations, footings, bases of columns, etc. for mass concrete. (DAR/5.9.1/Based on UPPWD/SOR-2020)) |
| 10 | Lintels, beams, plinth beams, girders, bressumers and cantilevers. (DAR/5.9.5/Based on UPPWD/SOR-2020)) |
| 11 | Columns, Pillars, Piers, Abutments, Posts and Struts. (DAR/5.9.6/Based on UPPWD/SOR-2020)) |
| 12 | Suspended floors, roofs, landings, balconies and access platform (DAR/5.9.3/Based on UPPWD/SOR-2020)) |
| 13 | Edges of slabs and breaks in floors and walls: Under 20 cms wide. (DAR/5.9.16.1/Based on UPPWD/SOR-2020)) |
| 14 | M-150 brick work in 1:4 one cement and four coarse sand 2.20 F.M. mortar in foundation and plinth including supply of all material, labour, T&P etc. required for proper completion of the work. (UPPWD/SOR-2020/305(a) |
| 15 | M-150 brick work in 1:4 one cement and four coarse sand mortar n superstructure including necessary Cutting & moulding of brick as required thickness of walls not to be less than one brick. including supply of all material, labour, T&P etc. required for proper completion of the work. Add extra labour to above items. (UPPWD/SOR-2020/309) |
| 16 | 12mm cement plaster of mix: 1:6 (1 cement : 6 coarse sand) (DAR/13.4.2/Based on UPPWD/SOR-2020) |
| 17 | 15 mm cement plaster on rough side of single : 1:6 (1 cement: 6 coarse sand) (DAR/13.5.2/Based on UPPWD/SOR-2020)) |
| 18 | 6mm cement plaster of mix: 1:3 (1 cement : 3 fine sand) (DAR/13.16.1/Based on UPPWD/SOR-2020)) |
| 19 | Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS : 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-charge, in skirting, risers of steps and dados, over 12mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. (DAR/11.36/Based on UPPWD/SOR-2020)) |
| 20 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete. (DAR/11.37/Based on UPPWD/SOR-2020)) |
| 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. Using M.S. angels 40x40x6 mm for diagonal braces (DAR/10.5.1/Based on UPPWD/SOR-2020)) |
| 22 | 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. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. (DAR/10.25.2/Based on UPPWD/SOR-2020)) |
| 23 | Renewing panes of glass in door, window & ventilators or fixing in the new work with 3mm thick glass panes fixed with brads & putty includung supply of all material , labour , tools & plants required for proper completion of work. UPPWD SOR 2020/P26/806 |
| 24 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600mm (DAR/11.41.2/Based on UPPWD/SOR-2020)) |
| 25 | Making khurras 45x45cm with average minimum thickness of 5cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20mm nominal size) over P.V.C. sheet 1m x 1m x 400 micron, finished with 12mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. (UPPWD/SOR-2020/New Item/P-28) |
| 26 | Providing and fixing on wall face 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, (i) Single socketed pipes. |
| 27 | 110mm dia Pipes. (DAR/12.41.2/Based on UPPWD/SOR-2020) |
| 28 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. SOR-2020/P-23/New Item |
| 29 | Distempering (first coat) with oil bound distemper of approved brand and manufacture and of required shade on undecorated wall surface to give an even shade over and including a priming coat with cement 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 or approved synthetic materials and sand papered smooth including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. (but for every coat after the first coat).(UPPWD/SOR-2020/649+650) |
| 30 | Finishing walls with textured exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm. (DAR/13.45.1/Based on UPPWD/SOR-2020)) |
| 31 | Supply & fixing of R.C.C.Grill work (JALI) of approved patterm & make at site of work in cement concrete consisting of cement, approved coarse sand and 6 mm. nominal size stone grit inthe proportion of 1:2:4 & reinforced with 6 mm. dia M.S. wire/bar including cutting & finishing with 1:3 cement & fine sand of 1.25 fineness modulus mortar including supply of all materials, labour, tools and plants etc. required for proper completion of the work but excluding plaster on jambs, sill & soffit of the opening. 50 mm thick. UPPWD/SOR-2020/New Item/P-27 |
| 32 | Painting with synthetic enemel paint of approved brand and manufacture to give an even shade:Two or more coats on new work.UP PWD SOR 2020/DAR/13.61.1 |
| 33 | Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc 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 and approved by Engineer-in-charge over the RCC slab including adjoining walls up to 300 mm height including cleaning the surface before treatment. b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand)admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with waterproofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs.c) After two days of proper curing applying a second coat of cement slurry using 2.75kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. d)Finishing the surface with 20 mm thick joint less cement mortar of mix1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre 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 3mm deep. e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineer-in-Charge : With average thickness of 120mm and minimum thickness at khurra as 65 mm. (DAR/22.7.1/Based on UPPWD/SOR-2020) |
| 34 | Earth work in cutting or embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50M in depth and earth work in embankment to be in 20cm. layers including rernming and dressing the surface to required levels and slopes and also including 1.50M lift and 30M lead. The earth from cutting to be used in making embankment or to be depoiseted as spoil banks with in 30M distance as directed by yhe Engineer incharge.Excluding Royality. Wherever applicable for small work or Abadi area. (Only for where machine can not be reach/Move) SORUPPWD/253A+231A/P-14 |
| 35 | Construction of Granular Sub-Base by providing close graded material, mixing in mechanical mix plant at OMC, carriage of mixed material to work at site, spreading uniform layers with motor grader on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401 for Grade-1 material. (MORTH/(AR/YEIDA/Based on UPPWD/SOR-2020) |
| 36 | Supply and fixing of India mark hand pump including making chabutara of dia 2 mtr. and 45 mtr lowering (depth) and PVC assembling, blinding pipe strainer and 63mm/110mm dia PVC pipe etc. (Pressure 6.0Kg/Cmsqr) including all labour & material and T&P complete as required as per direction of Engineer-in-charge. (AR/YEIDA/Based on UPPWD/SOR-2020) |
| 37 | Dry brick on edge flooring in required pattern with bricks of class designation 150 on bed including filling joints with local sand (with F.P.S bricks) complete.(Based on DAR/11.2/SOR-2020) |
| 38 | Providing and laying 60mm thick I.S.I Mark factory made cement concrete interlocking paver block made by block making machine with strong vibratory compaction and of approved size and design/shape laid in required colour and pattern over and including 50mm thick compacted bed of fine sand, filling the joints with fine sand and etc. all complete as per the direction of engineer in charge . with conforming to IS-15658 and IRC:SP:63. (UPPWD SOR 2020) (New SOR Based DAR 16.68) |
| 39 | Providing ,Fixing and commisoining of single phasesubmersible pump set in existing Bore well suitablefor 45 LPM Discharge 25 Mtr to 70 Mtr Head minimumTwo Star rating of approved make PVC cable supportwire starter etc complete in all respect including costof dismantling of existing hand pump achinecomplete Labour T and P etc .from bore wellapproved quality as per direction by Eng. in charge(language and rate based on Submersible fixing Itemno-1)(MR) |
| 40 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. |
| 41 | (DAR/18.48/Based on UPPWD/SOR-2020) |
| 42 | Providing and fixing water closet squatting pan (Indian type W.C.pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests. (DAR/17.1.1/Based on UPPWD/SOR-2020) |
| 43 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps. (DAR/17.7.1/Based on UPPWD/SOR-2020) |
| 44 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : One urinal basin with 5 litre white P.V.C. automatic flushing cistern. (DAR/17.4.1/Based on UPPWD/SOR-2020)) |
| 45 | Providing and fixing PTMT bib cock of approved quality and colour. 15mm nominal bore, 86 mm long, weighing not less than 88 gms. (DAR/18.54.1/Based on UPPWD/SOR-2020)) |
| 46 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. Semi rigid pipe. 32 mm dia.(DAR/17.28.1/Based on UPPWD/SOR-2020) |
| 47 | Providing and fixing PTMT grating of approved quality and colour. Circular type. 100 mm nominal dia. (DAR/18.58.1.1/Based on UPPWD/SOR-2020) |
| 48 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 25 mm nominal bore (DAR/18.18.3/Based on UPPWD/SOR-2020) |
| 49 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge |
| 50 | 20mm OD pipes. (DAR/18.8.2/Based on UPPWD/SOR-2020) |
| 51 | 25mm OD pipes. (DAR/18.8.3/Based on UPPWD/SOR-2020) Please Enable Macros to View BoQ information |
