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| 1 | 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) |
| 2 | Depth from 0.0 to 1.5M below G.L. |
| 3 | Cartage of earth or fly ash when added to schedule item no. 253 : 1st Km. (if lead is beyond ½ Km) SOR-20/261(b)) |
| 4 | 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 compacted to meet requirement of Table No 300-2: lead upto of 5.00KM (MORTH--20/305/3.18) |
| 5 | 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) |
| 6 | 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 |
| 7 | 8:4:1 (1 Cement 4: Coarse sand :8 graded stone aggregate 40mm nominal size) (SOR-20/281/5.08) |
| 8 | Providing and laying 80mm thick ISI mark Factory made cement concrete interlocking Paver block made by block making machine with strong vibratory compaction of approved size, Zig Zag shape, laid in grey colour of M-40 and pattern over and including average 50mm compacted bed and fine sand and filling the joints with fine sand all complete as per direction of engineer-in-charge with GNIDA/A.R. |
| 9 | M-150 brick work in 1:4 cement & fine 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 one cement & four fine sand of 1.25 F.M. mortar. (SOR-20/305)Same as item no 305 but in 1:4 one cement & four coarse sand of 2.20 F.M. mortar. (SOR-20/305(A)) |
| 10 | 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)Same as item no 303 but in 1:4 one cement & four fine send of 1.25 F.M. mortar (SOR-20/305)Same as item no 305 but in 1:4 on 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)As in item 309 above but for walls of one brick thick, add for extra labour to the rate of item no. 309 (SOR-20/310/6.08) |
| 11 | Plain/Reinforced Cement concrete in open foundation complete as per Drawing and Technical Specifications. (MORTH-20/9.06/E/Case-II) |
| 12 | RCC Grade M-25 using batching plant transit mixture and manual placing (MORTH-20/9.06/E/Case-II) |
| 13 | Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification RCC Grade M25 Using Batching Plant, Transit Mixer and Concrete Pump. For T-beam & slab, Height upto 5m: MORTH-14.01 B Case-II (ii) (p) |
| 14 | 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) |
| 15 | 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) (DSR-18/13.4.2) |
| 16 | 15 mm cement plaster : 1:4 (1 cement : 4 coarse sand)(DSR-18/13.4.2) |
| 17 | 6 mm cement plaster 1:3 (1 cement : 3 fine sand) finished with a floating coat of neat cement and thick coat of Lime wash on top of walls when dry for bearing of R.C.C. slabs and beams. (DSR-18/13.17) |
| 18 | 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) |
| 19 | 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) |
| 20 | As in item (649) above but for every coat after the first coat. (SOR-20/650) |
| 21 | 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 on 20 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. (DSR-18/11.37/AR) |
| 22 | Providing and fixing Ist 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 12 mm 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. (DSR-18/11.36/AR) |
| 23 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone - III) : 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 necessary excavation, levelling & dressing & finishing the top smooth. (DSR-18/4.17) |
| 24 | 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) |
| 25 | Using M.S. angels 40x40x6 mm for diagonal braces (DSR-18/10.5.1/AR) |
| 26 | Cement concrete with 4cm gauge approved stone ballast, coarse sand & cement in the proportion of 4:2:1 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. (SOR-20/279)Same as above item no 279 but with 2cm gauge stone grit instead of 4cm gauge stone ballast. (SOR-20/279(a) |
| 27 | 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) |
| 28 | 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. (DSR-18/10.25) |
| 29 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. (DSR-18/10.25.2) |
| 30 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two or more coats on new work (DSR-18/13.61.1) |
| 31 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. (DSR-18/5.22) |
| 32 | Thermo Mechanically treated bars of grade Fe-500D or more. (SAIL Steel) (DSR-18/5.22.6/AR) |
| 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 upto 300 mm height including cleaning the surface before treatment. |
| 34 | (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 water proofing 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 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. |
| 35 | (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 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 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 test.“All above operations to be done in order and as directed and specified by the Engineer-in-Charge : |
| 36 | With average thickness of 120 mm and minimum thickness at khurra as 65 mm. (DSR-18/22.7.1) |
| 37 | Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works. (DSR-18/13.50.3) |
| 38 | Theme painting on primary school on wall with artistic acrylic colour with pu coating, Design/pattern approved by engineer-in-charge, including scaffolding etc. all complete, (AR/GNIDA) |
| 39 | Providing & fixing UV stabilised fiberglass reinforced plastic sheet roofing up to any pitch, including fixing with polymer coated 'J' or 'L' hooks, bolts & nuts 8mm dia. G.I plain/bitumen washers complete but excluding the cost of purlins, rafters, trusses etc. The sheets shall be manufactured out of 2400 TEX panel rovigs incorporating minimum 0.3% ultra-violet stabiliser in resin system under approximately 2400 psi and hot cured. They shall be of uniform pigmentation and thickness without air pockets and shall conform to IS 10192 and IS 12866.The sheets shall be opaque or translucent, clear or pigmented, textured or smooth as specified. (DSR-18/12.47) |
| 40 | 2 mm thick flat (DSR-18/12.47.2) |
| 41 | Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq.meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge. |
| 42 | With cement mortar 1:4 (1 cement : 4 fine sand) (DSR-18/14.1.1/AR) |
| 43 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar (DSR-18/15.7.4/AR) |
| 44 | 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: (DSR-18/17.1) |
| 45 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests (DSR-18/17.1.1) |
| 46 | Providing and fixing wash basin with C.I. brackets, 15mm 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: |
| 47 | White vitreous China wash basin size 630x450 mm with a single 15mm C.P. brass pillar taps. (DSR-18/17.7.2/sor) |
| 48 | Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. (DSR-18/17.31) |
| 49 | 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.(DSR-18/12.41) |
| 50 | 110 mm diameter (DSR-18/12.41.2) |
| 51 | 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 : (DSR-18/17.4) |
| 52 | Range of two urinal basins with 5 litre white P.V.C. automatic flushing cistern. (DSR-18/17.4.2) |
| 53 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. (DSR-18/18.7)Internal work-Exposed on wall |
| 54 | 15 mm nominal outer dia Pipes (DSR-18/18.7.1) |
| 55 | 20 mm nominal outer dia Pipes (DSR-18/18.7.2) |
| 56 | 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.Concealed work, including cutting chases and making good the walls etc. (DSR-18/18.8) |
| 57 | 20 mm nominal outer dia Pipes (DSR-18/18.8.2) |
| 58 | 25 mm nominal outer dia Pipes (DSR-18/18.8.3) |
| 59 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 25 mm nominal bore. (DSR-18/18.17.1) |
| 60 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete (DSR-18/18.18) |
| 61 | 25 mm nominal bore. (DSR-18/18.18.3) |
| 62 | Providing and fixing uplasticised PVC connection pipe with brass unions : 45 cm length : 15 mm nominal bore. (DSR-18/18.21.2.1) |
| 63 | Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. : 15 mm nominal bore (DSR-18/18.52.1/SOR) |
| 64 | Providing and fixing C.P. brass angle valve for basin mixer and geyserpoints of approved quality conforming to IS:8931: 15mm nominal bore (DSR-18.53.1) |
| 65 | 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. (DSR-18/18.48) |
| 66 | Labour cess and GST will be paid extra as per Govt. orders. Please Enable Macros to View BoQ information |
