Tender For Under District Bahraich, Construction Of Chamber (Hall) For The Sitting Of Advocates In The Premises Of Tehsil Payagpur, Lot No 1
Tender Value
78.78 Lakhs
Estimated cost
Bid Submission
04 Jul 2026
2 days left
EMD
1.58 Lakhs
Bank guarantee accepted
Document Fee
50000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Bahraich → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Under District Bahraich, Construction Of Chamber (Hall) For The Sitting Of Advocates In The Premises Of Tehsil Payagpur, Lot No 1
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 27-Jun-2026 | Fee | Fee | 04-Jul-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches., Sch No. 2.8.1 |
| 2 | Filling of earth in plinth in 20cm layer including leveling, dressing and watering and also including of supply of earth including carted loading & unloading as per direction of Engineer incharge.., Sch No. DSR 2.25a |
| 3 | Sand filling in plinth under floors including watering, ramming, consolidating and dressing complete including lead up to 50m and lift upto 1.5m and including cost of sand., Sch No. DSR 2.27 |
| 4 | Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors., Sch No. (DSR-4.1.8) |
| 5 | Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor:With Chlorpyriphos/Lindane E.C. 20% with 1% concentration, Sch No. DSR 2.35.3.1 |
| 6 | RCC WORK UPTO PLINTH |
| 7 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. |
| 8 | Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. |
| 9 | All works upto plinth level |
| 10 | Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 11 | R.C.C. work in beams, Sch No. 5.33.1.1 |
| 12 | R.C.C. work in Raft foundation, Sch No. 5.33.1.1 |
| 13 | R.C.C. Column, Sch No. 5.33.1.1 |
| 14 | RCC WORK ABOVE PLINTH |
| 15 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. |
| 16 | Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. |
| 17 | Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 18 | R.C.C. work in Lintel , Sch No. 5.33.2.1 |
| 19 | (Lintel band) |
| 20 | R.C.C. work in slab , Sch No. 5.33.2.1 |
| 21 | (Slab) |
| 22 | R.C.C. work in beams, Sch No. 5.33.2.1 |
| 23 | Slab beam |
| 24 | R.C.C. Column, Sch No. 5.33.2.1 |
| 25 | Column |
| 26 | Add for using extra cement in the items of design mix over and above the specified cement content therein. DSR-5.35, Sch No. DSR-5.35 |
| 27 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:1:6 (1 cement : 6 sand), Sch No. DSR -6.1.2 |
| 28 | Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil., Sch No. DSR 4.13 |
| 29 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in super structure above plinth level up to floor v level in all shapes and size in:1:6 (1 cement : 6 sand), Sch No. DSR-6.4.2 |
| 30 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. Cement mortar 1:4 (1 cement :4 coarse sand), Sch No. DSR 6.13.2 |
| 31 | P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. , Sch No. DSR-5.22.6 |
| 32 | UPTO PLINTH |
| 33 | Ground Floor to Terrace Floor |
| 34 | 12 mm cement plaster of mix : 1: 4 (1 cement : 4 coarse sand), Sch No. DSR-13.4.1 |
| 35 | 15 mm cement plaster on rough side of single or half brick wall of mix: 1:4 (1 cement : 4 coarse sand), Sch No. DSR-13.5.1 |
| 36 | Forming groove of uniform size from 12x12 mm and upto 25x15 mm in the top layer of washed stone grit plastered surface as per approved pattern, including providing and fixing aluminum channels of appropriate size and thickness (not less than 2 mm), nailed to the under layer with rust proof screws and nails and finishing the groove complete as per specifications and direction of the Engineer-in-Charge., Sch No. DSR 13.76 |
| 37 | 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 @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm, Sch No. DSR 11.41.2 |
| 38 | Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete., Sch No. DSR 11.46.2 |
| 39 | Providing and fixing 18 mm thick gang saw cut, mirror polished,premoulded and prepolished, machine cut for kitchen platforms, vanitycounters, window sills , facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cementmortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement,mixed with matching pigment, epoxy touch ups, including rubbing, curing,moulding and polishing to edges to give high gloss finish etc. complete at all levels.Area of slab over 0.50 sqm (Granite of any shade), Sch No. DSR 8.2.2.2 |
| 40 | 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., Sch No. DSR 11.37 |
| 41 | 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., Sch No. DSR 8.31 |
| 42 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 25 mm thick with 20 mm nominal size stone aggregate, Sch No. DSR 11.3.1*25/40 |
| 43 | Providing and fixing factory made uPVC glazed/wire mesh windows/doors comprising of lead free uPVC multi-chambered frame, sash and mullion/coupler (where ever required) extruded profiles having minimum wall thickness of 1.70 mm for Series R1 and R2 profiles and 2.10 mm for Series R3 and R4 profiles conforming to EN: 12608 in any shape, colour and design duly reinforced with galvanized mild steel section made of required shape & size as per CPWD Specification, uPVC extruded glazing beads, interlocks and Inline sash adaptor (where ever required) of appropriate dimension, EPDM gasket, hardware, SS 304 grade fasteners of minimum 8 mm dia with countersunk head, comprising of matching polyamide PA6 grade sleeve for fixing frame to finished wall as per IS 1367 : Part 1 to 14, plastic packers, plastic caps and necessary stainless steel screws etc. |
| 44 | Profile of frame, sash & mullion (if required) shall be mitred cut and fusion welded/mechanically jointed duly sealed at all corners, including drilling of holes for fixing hardware and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of approved size and quality, all complete as per approved drawing conforming to CPWD specification & direction of Engineer-in-Charge. Section of steel reinforcement and cross sections of uPVC profiles to be as per design approved by Engineer-in-Charge. |
| 45 | Wire mesh / Glazing of plain/ toughened/ laminated/ double glass unit with / without high performance coatings as per design requirements and conforming to IS: 3548 & IS: 16231 shall be paid separately. |
| 46 | Note:- Structural design proof checked from a Government Engineering Institute, to be provided by the manufacturer for : (i) Sites with basic wind speed > 45 m/sec as per IS 875 – Part 3 (ii) Sites with structure height more than 20m for all wind speeds |
| 47 | Three track three panels sliding window with two glazed & one wire mesh panels with Aluminium channel for roller track, wool pile, nylon rollers with SS 304 body. |
| 48 | Using R2 series with frame (70mm & above) x (40mm & above) & both glazed and fly screen sash (25mm & above) x (50mm & above) with zinc alloy (zamak) powder coated touch locks with hook. (Height upto 1.2 metre)., Sch No. DSR 9.147.A4.1 |
| 49 | Using R3 series with frame (98 mm & above) x (40 mm & above) & both glazed and fly screen sash (30 mm & above) x (55 mm & above) with zinc alloy (Zamak) powder coated handle on every glazed panel along with multi-point locking system. (Height upto 1.8m)., Sch No. DSR 9.147.A4.2 |
| 50 | Filling the gap in between aluminium/ stone/ wood frame and adjacent RCC/Brick/ Stone/ wood/ Ceramic/ Gypsum work by providing weather/structural non sag elastomeric PU sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete, complying to ASTM C920, DIN 18540- F & ISO 11600. Upto 5mm depth and 5 mm width, Sch No. DSR 21.19.1 |
| 51 | Providing & fixing fly proof wire gauze to windows, clerestory windows & doors with M.S. Flat 15x3 mm and nuts & bolts complete. Stainless steel (grade 304) wire gauze of 0.5 mm dia wire and 1.4 mm aperture on both sides, Sch No. DSR 10.29.2 |
| 52 | Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters:, Sch No. DSR 9.21 |
| 53 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws (single leaf), Sch No. DSR 9.21.1 |
| 54 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws (double leaves), Sch No. 9.21.1+9.26 |
| 55 | Providing & Fixing decorative high pressure laminated sheet of plain / wood grain in gloss / matt/ suede finish with high density protective surface layer and reverse side of adhesive bonding quality conforming to IS : 2046 Type S, including cost of adhesive of approved quality., Sch No. DSR 9.127 |
| 56 | 1.0 mm thick, Sch No. 9.127.2 |
| 57 | Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately). Second class teak wood, Sch No. DSR 9.1.1 |
| 58 | Providing and fixing carbon steel galvanised ( minimum coating 5 micron) dash fastener of 10 mm dia double threaded 6.8 grade (yield strength 480 N/mm2), counter sunk head, comprising of 10 mm dia polyamide PA 6 grade sleeve, including drilling of hole in frame , concrete/ masonry, etc. as per direction of Engineer-in-charge. 10 x 120 mm, Sch No. DSR 10.27.3 |
| 59 | Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes, Sch No. DSR 10.30.1 |
| 60 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete., Sch No. DSR 9.48.1 |
| 61 | Providing and fixing of Rollar Blinds complete in all respect as per diretion of engineer in charge, Sch No. MR |
| 62 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same withnecessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fastenersetc.)., Sch No. DSR 10.28 |
| 63 | Providing and fixing Gl Clip in Metal Ceiling System of 600x600 mm module which includes providing and fixing 'C' wall angle of size 20x30x20 mm made of 0.5 mm thick pre painted steel along the perimeter of the room with help of nylon sleeves and wooden screws at 300 mm center to centre, suspending the main C carrier of size 10x38x10 mm made of G.I steel 0.7 mm thick from the soffit with help of soffit cleat 37x27x25x1.6 mm, rawl plugs of size 38x12 mm and C carrier suspension clip and main carrier bracket at 1000 mm c/c. Inverted triangle shaped Spring Tee having height of 24 mm and width of 34 mm made of Gl steel 0.45 mm thick is then fixed to the main C carrier and in direction perpendicular to it at 600 mm centers with help of suspension brackets. Wherever the main C carrier and spring T have to join, C carrier and spring T connectors have to be used. All sections to be galvanized @ 120 gms/sqm (both side inclusive), fixing with clip in tiles into spring T with : GI Metal Ceiling Clip in plain Beveled edge global white color tiles of size 600x600 and 0.5 mm thick with 25 mm height, made of G I sheet having galvanizing of 100 gms/ sqm (both sides inclusive) and electro statically polyester powder coated of thickness 60 microns (minimum), including factory painted after bending, Sch No. DSR 12.54.1 |
| 64 | Providing and fixing in position wall panelling at all heights with integral densified calcium silicate panels/tiles of size 595 x 595 mm, having NRC (Noise Reduction coefficient) of 0.50 (minimum) as per IS 8225:1987, Light reflectance of 85% (minimum). Non combustible as per BS:476 (part-4), fire performance as per BS:476 (part 6 &7), humidity resistance of 100%, thermal conductivity <0.043 W/m K as per ASTM 518:1991, comprising of a frame made from especially fabricated galvanised mild steel sheet 0.50 mm thick pressed section (galvanizing @120 grams per sqm including both sides) i.e.vertical studs of size 48 x 34 x 36 mm are placed at 600 mm centre to centre in a floor and ceiling channel section of size 50 x 32 mm fixed to the floor and soffit at 600 mm centre using 12 mm dia,50 mm long wedge type expanded zinc alloy dash fastner with 10 mm bolt. This same channel is then to be fixed in horiziontal direction at 600 mm centre to centre so as to form a grid of 600 mm x 600 mm. Glasswool of 50 mm thickness is then to be inserted in the slots and finally calcium silicate non combustible panels/tiles are to be screw fixed with self tapping pan head nickel coated mild steel screws of size 13 x 3.2 mm on to this grid leaving an even groove of 1 mm between the panels.The joints between the panels are to be duly jointed and finished using recommended jointing calcium silicate based compound and fiber joint tape roll 50 mm wide (90 metre )roll and two coats of primer suitable forpanelling as per manufacturer’s specification as per direction of Engineerin- Charge all complete. With 15 mm thick fully perforated square/butt edge light weight calcium silicate panels/ tiles, Sch No. DSR 26.241 |
| 65 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : New work (two or more coats) over and including water tinnable priming coat with cement primer, Sch No. DSR 13.41.1 |
| 66 | Finishing walls with Acrylic smooth exterior paint of required shade: - New work (Two or more coat applied @ 1.43 Ltr./10 Sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/10 Sqm., Sch No. DSR 13.47.1 |
| 67 | 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. , Sch No. DSR 13.80 |
| 68 | Providing and fixing 150 mm bright finished floor brass door stopper with rubber cushion, necessary brass screws etc. to suit shutter thickness complete., Sch No. (DSR- 14.34) |
| 69 | Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete (Copper oxidised as per IS 1378) . (a) 250mm x 16mm . , Sch No. DSR 9.62.2 |
| 70 | Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete (Copper oxidised as per IS 1378) .(a) 250 x 10mm |
| 71 | (a) 250 mm x 10mm , Sch No. DSR 9.63.1 |
| 72 | Providing and fixing ISI marked oxidised M.S. handles conforming to1S:4992 with necessary screws etc. complete (Copper oxidised as per IS 1378) (a) 125 mm, Sch No. DSR 9.66.2 |
| 73 | Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture, Sch No. DSR 13.48.2 |
| 74 | 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: |
| 75 | (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 |
| 76 | (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. |
| 77 | (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. |
| 78 | (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. |
| 79 | (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 : |
| 80 | With average thickness of 120 mm and minimum thickness at khurra as 65 mm., Sch No. DSR-22.7.1 |
| 81 | Construction of apron drain, Sch No. AR |
| 82 | 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., Sch No. 12.41.2 |
| 83 | Providing and fixing unplasticised -PVC pipe clips of approved designto unplasticised - PVC rain water pipes by means of 50x50x50 mmhard wood plugs, screwed with M.S. screws of required length,including cutting brick work and fixing in cement mortar 1:4 (1 cement: 4 coarse sand) and making good the wall etc. complete, Sch No. 12.43.2 |
| 84 | Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories for unplasticised Rigid PVC rain water pipes conformingto IS : 13592 Type A, including jointing with seal ring conforming toIS : 5382, leaving 10 mm gap for thermal expansion. coupler 110 mm, Sch No. 12.42.1.2 |
| 85 | Bend 87.5°, Sch No. 12.42.5 |
| 86 | Shoe (Plain), Sch No. 12.42.6 |
| 87 | Providing and fixing to the inlet mouth of rain water pipe cast irongrating 15 cm diameter and weighing not less than 440 grams., Sch No. 12.44 |
| 88 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 89 | Foundations, footings, bases of columns, etc. for mass concrete, Sch No. DSR 5.9.1 |
| 90 | Columns, Pillars, Piers, Abutments, Posts and Struts, Sch No. DSR 5.9.6 |
| 91 | Lintels, beams, plinth beams, girders, buttresses and cantilevers., Sch No. DSR 5.9.5 |
| 92 | Suspended floors, roofs, landings, balconies and access platform., Sch No. DSR 5.9.3 |
| 93 | PLUMBING WORK |
| 94 | SANITARY FIXTURES & ACCESSORIES : I |
| 95 | Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 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 andfixtures complete, including cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid , Sch No. DSR-17.2.1 |
| 96 | 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 required. (a) White Vitreous China Flat back wash basin size 550 x 400 mm with single 15 mm C.P. brass pillar tap., Sch No. DSR-17.7.4 |
| 97 | Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required :, Sch No. DSR-17.5.3 |
| 98 | Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including PVC waste fittings complete. Semi rigid pipe (a) 32mm dia, Sch No. DSR-17.28.1.1 |
| 99 | Providing and fixing PTMT soap Dish Holder having length of 138 mm, breadth 102 mm, height of 75 mm with concealed fitting arrangements. Weighing not less than 106 gms. , Sch No. DSR-18.65 |
| 100 | Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in -charge., Sch No. DSR-17.16a |
| 101 | TOTAL (I) |
| 102 | WATER SUPPLY PIPES AND FITTINGS - III |
| 103 | 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. (internal work) Exposed on wall 25mm dia nominal dia pipes, Sch No. DSR-18.7.3 |
| 104 | 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. (internal work) Exposed on wall 32mm dia nominal dia pipes, Sch No. DSR-18.7.4 |
| 105 | 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. (internal work) Exposed on wall 40mm dia nominal dia pipes, Sch No. DSR-18.7.5 |
| 106 | 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. (internal work) Concealed work, including cutting chases and making good the walls. 15mm dia nominal dia pipes, Sch No. DSR-18.8.1 |
| 107 | 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. (internal work) Concealed work, including cutting chases and making good the walls. 20mm dia nominal dia pipes, Sch No. DSR-18.8.2 |
| 108 | Providing and fixing 45 cm long unplasticised PVC connection pipe with brass unions. (a) 15mm nominal bore, Sch No. DSR-18.21.2.1 |
| 109 | Providing & fixing CP brass bib cock of approved quality conforming to IS 8931 (a) 15mm nominal bore, Sch No. DSR-18.49.1 |
| 110 | Providing & fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. (a) 15mm nominal bore, Sch No. DSR-18.50.1 |
| 111 | Providing & fixing C.P. brass angle valve for basin mixer and gyser points of approved quality conforming to IS 8931 (a) 15mm nominal bore, Sch No. DSR-18.53.1 |
| 112 | Providing and fixing gun metal gate valve with wheel of approved quality. (a) 25mm dia nominal bore, Sch No. DSR-18.17.1 |
| 113 | Providing and fixing gun metal gate valve with wheel of approved quality. (d) 32mm dia nominal bore, Sch No. DSR-18.17.2 |
| 114 | Providing and fixing brass stop cock of approved quality. (a) 15 mm nominal bore, Sch No. DSR-18.16.1 |
| 115 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank of approved brand and manufacture 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., Sch No. DSR-18.48 |
| 116 | SCHEDULE OF QUANTITIES FOR INTERNAL & EXTERNAL SEWERAGE SYSTEM - IV |
| 117 | Excavating trenches in all kind of soil of required width for pipes, cables etc. including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5 m. including getting out the excavated soil & then returning the soil as required, in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering, etc & disposig of surplus excavated soil as directed within a lead of 50m. (a) Pipes 80mm to 300mm diameter., Sch No. DSR-2.10.1.2 |
| 118 | Providing, laying and joining glazed stone ware pipes grade 'A' with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete. (a) 100mm diameter, Sch No. DSR-19.1.1 |
| 119 | Providing, laying and joining glazed stone ware pipes grade 'A' with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete (b) 150mm diameter, Sch No. DSR-19.1.2 |
| 120 | Providing & laying cement concrete 1:5:10 (1 cement :5 coarse sand :10 graded stone aggregate 40mm nominal size) alround S.W. Pipes including bed concrete as per standard design. (a) 100mm diameter S.W. Pipe, Sch No. DSR-19.2.1 |
| 121 | Providing & laying cement concrete 1:5:10 (1 cement :5 coarse sand :10 graded stone aggregate 40mm nominal size) alround S.W. Pipes including bed concrete as per standard design. (b) 150mm diameter S.W. Pipe, Sch No. DSR-19.2.2 |
| 122 | Providing and fixing square-mouth S.W. gully trap grade‘A’ complete with C.I. grating, brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design. 150 x 100 mm size P type, Sch No. DSR-19.4.2.1 |
| 123 | Constructing brick masonry manhole in cement mortar 1:4 (1 cement :4 coarse sand) RCC top slab with 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement :4 coarse sand :8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat fo neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nminal size) finished with a floating coat of neat cement complete as per standard design Inside size 90x80cms and 45cms deep including CI cover with frame (light duty) 455x610mm internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15kg). With FPS bricks of class designation 7.5 (i) For Sewer Line, Sch No. DSR-19.7.1.1 |
| 124 | SUB HEAD (I) :- INTERNAL WIRING |
| 125 | Point wiring in PVC conduit, with piano type switch :- |
| 126 | Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class pvc conduit, with mdular type switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required., Sch No. 1.10.3 |
| 127 | Group A, Sch No. 1.10.3 |
| 128 | Twin Control Point wiring in PVC conduit, with piano type switch :- |
| 129 | Wiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class pvc conduit, 2 way piano type switch, phenolic laminated sheet, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required., Sch No. 1.11 |
| 130 | Power plug wiring in PVC conduit (2 x 4 Sq.Mm.) :- |
| 131 | Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class pvc conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required., Sch No. 1.12 |
| 132 | Power plug wiring in PVC conduit (4 x 4 Sq.Mm.) :- |
| 133 | Wiring for light/ power plug with 4X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class pvc conduit alongwith 2 Nos. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required., Sch No. 1.13 |
| 134 | Circuit / Sub main wiring in PVC conduit :- |
| 135 | Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class pvc conduit as required., Sch No. 1.14 |
| 136 | 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire., Sch No. 1.14.1 |
| 137 | 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire., Sch No. 1.14.2 |
| 138 | S/F light plug point piano type accessories :- |
| 139 | Supplying and fixing metal box of 150 mm X 75 mm X 60 mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 3 pin 5/6 A socket outlet and 5/6 A piano type switch, connections, painting etc. as required., Sch No. 1.29 |
| 140 | S/F power plug point piano type accessories :- |
| 141 | Supplying and fixing metal box of 180 mm X 100 mm X 60 mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 6 pin 5/6 A & 15/16 A socket outlet and 15/16 A piano type switch, connections, painting etc. as required., Sch No. 1.3 |
| 142 | Supplying and fixing 20 amps, 240 volts, SPN, industrial type socket outlet, with 2 poles and earth metal enclosed plug top along with 20 amps. \\"C\\" curve, SP MCB in sheet steel enclosure, on surface or in recess, with chained metal cover for the socket outlet, and complete with connections, testing and commissioning etc. as required. , Sch No. 2.18 |
| 143 | S/F modular type electronic fan regulator :- |
| 144 | Supply and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required., Sch No. 1.25 |
| 145 | Supply and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required :, Sch No. 1.21 |
| 146 | 20 mm., Sch No. 1.21.1 |
| 147 | 25 mm., Sch No. 1.21.2 |
| 148 | 32 mm., Sch No. 1.21.3 |
| 149 | SUB HEAD (II) :- DISTRIBUTION BOARDS & MCB's |
| 150 | (DSR'2025) |
| 151 | Supplying and fixing 5 amps. to 32 amps. rating, 240 volts `C' series, miniature circuit breaker (MCB)suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required., Sch No. 2.1 |
| 152 | single pole, Sch No. 2.10.1 |
| 153 | Supplying & fixing single pole, blanking plate in the existing MCB DB complete etc. as required., Sch No. 2.11 |
| 154 | S/F DP MCB Isolator |
| 155 | Supplying and fixing following rating, double pole, 240 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. , Sch No. 2.12 |
| 156 | 40 Amps, Sch No. 2.12.1 |
| 157 | 63 Amps, Sch No. 2.12.2 |
| 158 | S/F TP MCB Isolator |
| 159 | Supplying and fixing following rating, four pole, 415 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. , Sch No. 2.13 |
| 160 | 63 amps., Sch No. 2.13.2 |
| 161 | Supplying and fixing following rating, double pole, (single phase and neutral), 240 volts, residual current circuit breaker (RCCB), having a sensitivity current upto 300 milliamperes in the existing MCB DB complete with connections, testing and commissioning etc. as required., Sch No. 2.14 |
| 162 | 40 amps., Sch No. 2.14.2 |
| 163 | 63 amps., Sch No. 2.14.3 |
| 164 | Supplying and fixing following rating, four pole, (three phase & neutral) 415 volts, residual current circuit breaker (RCCB), having a sensivity current upto 300 miliamperes in the existing MCB DB complete with connections, testing and commissioning etc. as required :, Sch No. 2.15 |
| 165 | 63 amps., Sch No. 2.15.3 |
| 166 | Supplying and fixing following way, SP&N, sheet steel, MCB distribution board, 240 V on surface / recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB / RCCB / Isolator) , Sch No. 2.3 |
| 167 | 6 way, Double door, Sch No. 2.3.1 |
| 168 | Supplying and fixing following way, horizontal type TP&N, sheet steel MCB distribution board, 415 V on surface /recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required (But without MCB / RCCB / Isolators). , Sch No. 2.4 |
| 169 | 4 way (4 + 12), Double door, Sch No. 2.4.1 |
| 170 | SUB HEAD (III) :- EARTHING SYSTEM |
| 171 | (DSR'2025) |
| 172 | Earthing with GI earth plate 600mm x 600 mm x 6mm thick including accessories and providing masonary enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc, with charcoal/ coke and salt as required. , Sch No. 5.4 |
| 173 | Supplying and laying 25 mm x 5 mm. G.I. strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm), Sch No. 5.9 |
| 174 | Providing and fixing 25 mm x 5 mm G.I. strip in 40 mm dia G.I. pipe from earth electrode including connection with G.I. nut, bolt, spring, washer excavation and re-filling etc. as required., Sch No. 5.11 |
| 175 | Providing and fixing 25mm x 5 mm G.I strip on surface or in recess for connections etc. as required., Sch No. 5.15 |
| 176 | Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing as required., Sch No. 5.16 |
| 177 | SUB HEAD (IV) :- MISCELLANEOUS |
| 178 | (DSR'2025) |
| 179 | Providing and fixing M.V. danger notice plate of 200mmx150mm made of mild steel, atleast 2mm thick and vitreous enamelled white on both sides and with inscription single red colour on FRLSont side as required., Sch No. 2.21 |
| 180 | Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections butexcluding modular plate etc. as required., Sch No. 1.24 |
| 181 | 5/6 A switch, Sch No. 1.24.1 |
| 182 | 3 pin 5/6 A socket outlet, Sch No. 1.24.4 |
| 183 | Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required., Sch No. 1.27 |
| 184 | 1 or 2 Module (75mmX75mm), Sch No. 1.27.1 |
| 185 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 A modular switch, connections etc. as required., Sch No. 1.31 |
| 186 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 A & 15/16 A modular socket outlet and 15/16 A modular switch, connections etc. as required., Sch No. 1.32 |
| 187 | SUB HEAD(V):-INTERNAL LIGHTING FIXTURES & FANS |
| 188 | ERECTION OF LIGHTING FIXTURES AND FANS |
| 189 | DSR 2025 |
| 190 | Installation, testing and commissioning of pre-wired, flourescent fitting / compact fluorescent fitting of all types, complete with all accessories and tubes etc. directly on ceiling / wall, including connection with 1.5 sq. mm. FRLS PVC insulated, copper conductor, single core cable and earthing etc. as required., Sch No. 1.41 |
| 191 | Installation, testing and commissioning of ceiling fan including wiring the down rod of standard length (upto 30 cm.) with 1.5 sq. mm. FRLS PVC insulated, copper conductor, single core cable, including providing and fixing phenolic laminated sheet cover on the fan box etc. as required., Sch No. 1.45 |
| 192 | Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required, Sch No. 1.5 |
| 193 | Upto 450 mm sweep, Sch No. 1.50.1 |
| 194 | Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value (CMM/W) minimum 6.85, Air delivery minimum 215 CMM, 350 RPM (tolerance as per IS : 374-2019), THD less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 degree C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required. DSR 9.1.3 1200mm, service value ≥ 6.0 CM/Min/Watt, air delivery 210 CM/Min (Minimum), Sch No. 9.1 |
| 195 | SUPPLY OF LIGHTING FIXTURES |
| 196 | (NON-DSR) |
| 197 | Supply of LED Tube Light with Metal heavy duty Box type batten Light fitting 1X22 watt suitable for upto 1X22 watt LED Polycarbonate tube light complete Including tube suitable for both surface & suspended complete in all respect., Sch No. SOR LKO SI NO 1413 |
| 198 | LED Panel light 2x2 ft. (System lumen efficacy ≥120 <135 lm/Watt) Supplying, installation, Testing & Commissioning of Panel light 2x2 ft., of following body material and construction as per IS : 10322 with driver as per the requirement with Driver efficiency >85%, Operating voltage AC 140-270 Volt, freq 50/60 hz, Operating temp range -5 deg to 40 deg centigrade, internal surge protection of 2.5 KV with Short & Open circuit protection, THD < 10% , P. F.≥0.95, IP20, CRI >80, UGR (Unified Glare Rating) < 19, Flicker free, (flicker should be below 5 %), life time (LED,Driver & electrical circuitary), of minimum 50000 Burning Hours with, 70% of initial Lumen maintained till life ends as per LM80 extrapolation IES TM-21-11 report, CCT 3000°K / 4000°K/ 5700°K /6500°K (As per ANSI Bin), SDCM(Standard Deviation Color Matching) <3, Maximum power consumption should not more than the specified rating and Fixture shall be of relevant BIS standard and trade mark certificate ( T.C.). Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing on housing. complete in all respect i/c external connections with 1.5 sq mm FRLS/HFFR, PVC insulated copper conductor single core cable and earthing etc. as required with Minimum 5 year OEM warranty. System lumen efficacy ≥105 <120 lm/Watt output . LM79 & LM80 Test report and all testing required for LED fixtures as per BIS shall be submitted. Shape size and CCT shall be as approved by Engineer-in-Charge as per requirement. (Thermal management: heat sink of aluminium housing such that LED junction temperature shall not rise, Sch No. DSR 8.7.4 |
| 199 | above 90°C). Powder coated die cast /Extruded aluminium Body (Thickness > 1.20 mm) |
| 200 | 36 watt |
| 201 | Supply of recess/surface mounting round 10 W to 15 W LED Cut out Min 125 mm, Height Min. 40mm, LED Down lighiter having powder coated die cast aluminium housing with heat shink,diffuser/reflector and driver set. suitable for 24Hr Continuous Operation, Complete in all respect., Sch No. DSR 8.4.3 |
| 202 | SUPPLY OF CEILING & EXHAUST FANS |
| 203 | Supply, Installation, Testing and Commissioning of ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. metal( Aluminium alloy) blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, steel/Al body Power Factor not less than 0.9, Service Value (CM/M/W) minimum as below, 350 RPM (tolerance as per IS : 374-2019), THD (Total Harmonic Distortion) less than 10%, suitable for operation with regulator for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 0C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase ACsupply, Ceiling Fan compliant to IS 374:2019 fan i/c external connections with 1.5 sq.mm FRLS/HFFR, PVC insulated copper conductor single core cable and earthing etc. as required. 900mm, service value ≥ 5.1 CM/Min/Watt, air delivery 130 CM/Min (Minimum), Sch No. DS 9.2.1 |
| 204 | 230 mm sweep |
| 205 | Supply & fixing of Air Ultra Wall Fan 400MM Sweep Size Aerodynamic Blade DesignComplete in all respect., Sch No. MR |
| 206 | (NON-DSR) |
| 207 | Control Panel having Incomer of 400A, 50kA 4 PoleMCCB, Ics=100% Icu rating,Ammeter, Voltmeter, phaseindicating lamps, ON, OFF, trip indicating lamps, CopperBus Bar 500A. OUTGOING for main fire pump (200A, 50KA TPN MCCB with Starter etc. Jockey Pump (100 A, 50kATPN MCCB, Ics=100% Icu, with suitable HP fully automaticStar/Delta starter). DIESEL ENGINE CONTROL etc. as perdetails in items. Designing, Supply, Installation, Testing andcommissioning of system controller to control operation ofmain electric fire pump, diesel pump, Pressurization pump,Terrace pump in sequence as per specification consisting ofrelays, timers. Sensors, annunciation window for faultindication, complete as per specifications., Sch No. DSR 4322 |
| 208 | SUB HEAD (VII) :- CABLE AND ACCESSORIES |
| 209 | CABLES SUPPLY |
| 210 | (NON-DSR) |
| 211 | Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc. , Sch No. 501 SOR LKO |
| 212 | 16 sq. mm 4 core, Sch No. i |
| 213 | 35 sq. mm 3-1/2 core, Sch No. k |
| 214 | 50 sq. mm 3-1/2 core, Sch No. l |
| 215 | TOTAL SUB HEAD (VII) NON D.S.R. ITEMS |
| 216 | DSR 2022 |
| 217 | Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 kV grade as required., Sch No. 11.1 |
| 218 | 16 sq. mm 4 core, Sch No. 11.1.33 |
| 219 | 3½ X 35 sq. mm (35mm), Sch No. 11.1.21 |
| 220 | 3½ X 50 sq. mm (35mm), Sch No. 11.1.22 |
| 221 | RAIN WATER HARVESTING, Sch No. DSR |
| 222 | RECHARGE PITS |
| 223 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. , Sch No. 2.8.1 |
| 224 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stoneaggregate 20 mm nominal size), Sch No. 4.1.3 |
| 225 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) DSR -6.1.2, Sch No. 6.1.2 |
| 226 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. |
| 227 | All works upto plinth level |
| 228 | Concrete of M-25 grade with minimum cement content of 330 kg /cum DSR 5.33.1, Sch No. 5.33.1.1 |
| 229 | 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., Sch No. 5.22.6 |
| 230 | 12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand), Sch No. 13.4.1 |
| 231 | Centering and shuttering including strutting, propping etc. and remova of form for :, Sch No. 5.9 |
| 232 | Suspended floors, roofs, landings, balconies and access platform, Sch No. 5.9.3 |
| 233 | Providing M.S. foot rests including fixing in manoholes with 20x20x10 cm cement concrete blocks 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) as per standard design:, Sch No. 19.15 |
| 234 | With 20x20mm square bar, Sch No. 19.15.1 |
| 235 | Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality. |
| 236 | M.D. -10- Circular shape 500mm internal diameter, Sch No. 19.19.2.2 |
| 237 | Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre & upto 150 metre depth below ground level., Sch No. 23.2 |
| 238 | Drilling of 300mm dia bore hole manually., Sch No. 23.2.1.1 |
| 239 | Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge., Sch No. 23.4 |
| 240 | 150 mm nominal size dia, Sch No. 23.4.2 |
| 241 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge., Sch No. 23.5 |
| 242 | Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per directionof Engineer-in-charge., Sch No. 23.6 |
| 243 | Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge., Sch No. 23.8 |
| 244 | Septic Tank & Soak pit |
| 245 | 2300X 1100 X 1300 |
| 246 | Excavation in foundations in ordinary soil (Loam clay or sand) including lift upto 1.5 m (5 fts.) and lead upto 30 mt. (100 fts.) & 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-Incharges upto a distance of 30mt. (100 fts) from the foundation trenches. (PWD-251) |
| 247 | Depth upto 1.50 Mtr., Sch No. DSR-2.6.1 |
| 248 | Depth above 1.50 Mtr., Sch No. DSR-2.6.1+2.26.1 |
| 249 | Depth above 3.00 Mtr., Sch No. DSR-2.6.1+2.26.1*2 |
| 250 | Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors., Sch No. (DSR-4.1.8) |
| 251 | Class M-150 brick work in 1:4 cement coarse sand (of 2.25 fineness modulus) mortar in foundation & plinth including supply of all materials, labour, tools and plants etc. required for proper completion of the work. , Sch No. DSR -6.1.2 |
| 252 | R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone ballast in the proportion of 1:1.5:3 (M-20) in slab 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 all materials, labour and tools and plants etc, required for proper completion of the works. Binding wire cost being inluded in the item., Sch No. DSR 5.3 |
| 253 | T.M.T.-FE-500 Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel and and over lapping & hooks., Sch No. DSR-5.22.6 |
| 254 | 20mm thick rough cast exterior cement plaster on walls consisting 10mm thick backing cast of 1:3 cement mortar(1 cement: 3 coarse sand) and 10mm thick finishing coat of 1:3 cement mortar (1cement: 3coarse aggregate of size 6mm to 12mm) including arises chamfers and/or rounded angles not exceeding 80mm., Sch No. DSR 13.9.2 |
| 255 | Cement concrete flooring 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal sizelaid in onelayer neat cement (25 mm thick floor). , Sch No. DSR 11.6.1 |
| 256 | Providing M.S. foot rest including fixing with 20 x 20 x 10 cm cement concete block 1:3:6 (1 cement : 3 coarse :6 graded aggregate of nominal size 20 mm ) as per standard with 20x20 mm sqm. bar. , Sch No. D.S.R. - 19.15.1 |
| 257 | Providing & fixing soil, wast and vent pipe. |
| 258 | 75 mm dia sand cost iron S&S pipe. , Sch No. D.S.R. - 17.35.2 |
| 259 | Providing & fixing sand cost iron terminal guard 75 mm dia. , Sch No. D.S.R. - 17.56.2.1 |
| 260 | Providing & fixing C.I. tee at the inlet & outlet of septic tank. , Sch No. D.S.R. - 7087 |
| 261 | Providing & fixing plane sand cost iron S&S bend of required degree. , Sch No. D.S.R. - 17.38.2.1 |
| 262 | 75 mm |
| 263 | Providing lead caulked joints to sand cost iron/ cetrifugally cast (squn) irons pipes & fitting of dia. , Sch No. D.S.R. - 17.58.2 |
| 264 | 75 mm |
| 265 | Supply & fixing of medium quality R.C.C. Manhole cover with frame complete.HD.-20-Circular shape ,560 int. dia. , Sch No. D.S.R. - 19.19.3.1 |
| 266 | M.D.-10- square shape ,450 int. dia. , Sch No. D.S.R.- 19.19.2.1 |
| 267 | Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design With common burnt clay F.P.S. (non modular) bricks of class designation 7.5, Sch No. D.S.R.- 19.32.1 |
| 268 | BORING |
| 269 | Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. (I) 110 mm nominal size dia, Sch No. (DSR 23.3.1)-14.0 |
| 270 | Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. (I) 110 mm nominal size dia., Sch No. (DSR 23.4.1) |
| 271 | Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -incharge., Sch No. (DSR 23.7) |
| 272 | Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by “V” notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge., Sch No. (DSR 23.12 |
| 273 | Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of: 100 mm dia, Sch No. (DSR 23.13.1) |
| 274 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. 32 mm dia nominal bore, Sch No. (DSR 18.12.4) |
| 275 | Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. 100 mm clamp, Sch No. (DSR 23.14.1) |
| 276 | Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). 100 mm clamp, Sch No. (DSR 23.15.1) |
| 277 | S/F 1.5 H.P. Submersible Pump with control pannel, cable, columnpipe and all accessories complete., Sch No. PCR |
| 278 | S/F of finolex of copper cable ISI marked submersible cable size 4sqm 4core., Sch No. PCR |
| 279 | BOQ FOR CENTRAL AC PLANT |
| 280 | Supplying, installation, testing and commissioning of energy efficient central AC plant including low side works CPWD PAR 2025 SI 7.5.1 |
| 281 | FIRE FIGHTING SYSTEM |
| 282 | Supply & fixing of ISI marked portable fire extinguishers, complete with internal charge and wall bracket along with supply of all materials and labour for proper completion of work. |
| 283 | ISI Marked IS : 2878 & TAC Approved |
| 284 | CO2 type. 4.5 Lt.capacity, Sch No. 1132 |
| 285 | ISI Marked IS : 15683 & TAC Approved |
| 286 | ABC type. 6.00 kg. Capacity, Sch No. (1131A) |
| 287 | As per Order of Joint Secretary G.O.No.G-1877 Dated-21-02-2025 and Dierector cum-Chief Engineer U.P.RED, LucknowLetter No.801 Dated 03-03-2025 Deduction 5 % for Competative Price Efficiency Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jun 27, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Jul 04, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 2 daysJul 04, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 2 days