Tender For Construction Of Boundrywall At Kgbv Mun. Board And Kgbv Amapur And Construction Of Toilet Block At Kgbv Ganjdundwara In District Kasganj (Package-5).
Tender Value
1.17 Crore
Estimated cost
Bid Submission
22 Oct 2026
17 days left
EMD
2.35 Lakhs
Bank guarantee accepted
Document Fee
5310
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Kasganj → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Boundrywall At Kgbv Mun. Board And Kgbv Amapur And Construction Of Toilet Block At Kgbv Ganjdundwara In District Kasganj (Package-5).
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: All kinds of soil 0.30 m & Avobe |
| 2 | Providing and laying Cement concrete 1:4:8 (1 cement : 4coarse sand : 8 graded stone ballast 40 mm nominal size) including supply of all materials.labour and T&P etc. required for proper completion of the work and curing complete. also including cost of formwork in foundation |
| 3 | Providing and laying in position specfied grade of reinforcement cement concrete, excluding the cost of centering,shuttering,finishing & reinforcement. All work up to plinth level. 1:1.5:3 (1 cement,1.2 coarse sand zone-iii,3 graded stone aggregate 20mm. (Nominal size) |
| 4 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chaijjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 5 | Centering,shuttering inluding strutting,proping etc. & removal of form for. Foundations, footings, bases of columns, etc. for mass concrete. |
| 6 | Centering,shuttering inluding strutting,proping etc. & removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers. |
| 7 | Centering,shuttering inluding strutting,proping etc. & removal of form fo Columns, Pillars, Piers, Abutments, Posts and Struts. |
| 8 | Brick work with common burnt clay F.P.S. (non-modular) bricks of class designation-7.5 in foundation & plinth in. Cement morter 1:6 (1 cement:6 coarse sand) |
| 9 | Brick work 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 in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 10 | Steel reinforcment for R.C.C work including strainghtening cutting bending placing in position & binding all complete up to plinth level. Thermo machanically treated bars of grade Fe-500D or more. |
| 11 | 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) |
| 12 | Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm) |
| 13 | Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 40X40X5 mm, joints mitred and welded by angle iron 40X40X5 mm or 40X5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge. |
| 14 | Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron ‘Y’ shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5 mm thick) wire of high tensile strength of 165 kg/ sq. mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) |
| 15 | Making Grooves 10 to 12mm Wide x 8mm deep in Plaster of the walls or in ceiling vertically of horizontally as required. |
| 16 | Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron ‘Y’ shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5 mm thick) wire of high tensile strength of 165 kg/ sq. mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) |
| 17 | Making Grooves 10 to 12mm Wide x 8mm deep in Plaster of the walls or in ceiling vertically of horizontally as required. |
| 18 | Earth work in excavation in trenches for foundations and pipes cables etc in ordinary soil (loan clay or sand) including lift upto 1.5 m, lead upto 50 m and dressing of sides and ramming of bottom and disposal of surplus excavated earth as directed by the Engineer- in- charge with in a lead of 50m .(Including royalty). DSR 2.8.1 |
| 19 | Filling of good earth for filling low land pocket from 8 km distence including loading unloading & ramming watering proper compaction with 20 cm layer not exceeding work executed as per direction of engineer-in-charge complete. DSR 2.25a |
| 20 | Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded stone aggregate 40 mm nominal size) and curing complete,including cost of form- work,in foundation and floors. DSR 4.1.8 |
| 21 | Sand filling in plinth including supply of necessary quantity of sand from a distance not excluding 8km from the site of work and including watering dressing etc. rate to include cost of all materials, labour and T&P etc.required for proper completion of the work. DSR 2.27 |
| 22 | Providing and injecting chemical emulsion for preconstructional antitermite treatment and creating a chemical barrier under and alround the column pits wall trenches basement excavation top surface if plinth filling junction of wall and floor, along the the external perimeter of binding expansion joints, surrounding of pipes and conduits etc, complete (plinth area of the building at ground floor only shall be measured as per I.S.6313 (PartII 1981) Alderine emulsifiable concentrate or any other approved material such as Heptrachlor or Chlordane will be used. The rate of application of chemical emulsion shall be as follows : (1) Treatment for masonary & foundation 5 liters per sqm. (2) Back fill in immediate contact with foundation 7.5 liters/sqm (3) Treatment of top surface of plinth filling 5 liters/sqm (4)Treatment junction of wall and the floor 7.5 liters /sqm (5) DSR 2.35.3.1 |
| 23 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) (i) R.C.C. work in Footing DSR 5.1.2 |
| 24 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) (ii) R.C.C. work in Plinth Beam. DSR 5.1.2 |
| 25 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) (iii) R.C.C. work in Columns. DSR 5.1.2 |
| 26 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) Above plinth to floor-V lvl (iii) R.C.C. work in Columns. DSR 5.2.2 |
| 27 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) Above plinth to floor-V lvl (i) R.C.C. work in Lintel DSR 5.3 |
| 28 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) Above plinth to floor-V lvl (ii) R.C.C. work in Beam DSR 5.3 |
| 29 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) Above plinth to floor-V lvl (iv) R.C.C. work in Slab DSR 5.3 |
| 30 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : Foundations, footings, bases of columns, etc. for mass concrete DSR 5.9.1 |
| 31 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : Lintels, beams, plinth beams, girders, bressumers and cantilevers. with water proof ply 12 mm thick DSR 5.9.21 |
| 32 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : Edges of slabs and breaks in floors and walls Under 20 cm wide. DSR 5.9.16.1 |
| 33 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : Columns, Pillars, Piers, Abutments, Posts and Struts DSR 5.9.6 |
| 34 | Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in anover 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. DSR 5.22.6 |
| 35 | First class brick work in 1:6 cement and coarse sand of 2.25 fineness modulus) mortar in foundation & plinth including supply of all materials, labour and T & P etc reqiored for proper completion of the work. DSR 6.1.2 |
| 36 | First class brick work in 1:6 cement and coarse sand of 2.25 fineness modulus) mortar in above plinth level up to floor five level including supply of all materials, labour and T & P etc reqiored for proper completion of the work. DSR 6.4.2 |
| 37 | First class brick work in 1:4 cement and coarse sand of 2.25 fineness modulus) mortar in above plinth level up to floor five level including supply of all materials, labour and T & P etc reqiored for proper completion of the work. DSR 6.4.1 |
| 38 | Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws. (a) Single leaf DSR 9.20.1 |
| 39 | Mild steel or iron work of small sizes and sections such as holding down bolts, hold fast tierods,gratings etc. ( when not included in an over all rates) wrought to required from including supply of steel and its wastage including cost of bolts, nuts if required for and welding, grinding and making holes as required completion of work fabrication of holes doors, chaukhats nosing. Hold fast for chaukhats of doors/windows.(DSR 10.1) |
| 40 | Mild steel or iron work of small sizes and sections such as holding down bolts, hold fast tierods,gratings etc. ( when not included in an over all rates) wrought to required from including supply of steel and its wastage including cost of bolts, nuts if required for and welding, grinding and making holes as required completion of work fabrication of holes doors, chaukhats nosing. Door / windows & Staircase grill. (DSR 9.48.1) |
| 41 | Mild steel or iron work of small sizes and sections such as holding down bolts, hold fast tierods,gratings etc. ( when not included in an over all rates) wrought to required from including supply of steel and its wastage including cost of bolts, nuts if required for and welding, grinding and making holes as required completion of work fabrication of holes doors, chaukhats nosing. Z-Section windows (Openable) (DSR 10.25.2) |
| 42 | Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size (DSR 10.13.1) |
| 43 | Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with :4.0 mm thick glass panes (DSR 10.30.1) |
| 44 | Fixing of M.S. Chaukhats Door chaukhats (MR) |
| 45 | Fixing of M.S. Chaukhats Window chaukhats up to 1.5 sqm (MR) |
| 46 | Fixing of M.S. Chaukhats Ventilator chaukhats (MR) |
| 47 | 15 mm thick plaster in 1:4 cement & course sand on outer wall below Ground level & inner wall below plinth level in 15 cm width. (DSR 13.5.1) |
| 48 | 12 mm cement plaster in single coat on FAIR side of single or half brick wall for interior plastering up to floor two level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1) 1 cement : 6 C. sand (DSR 13.4.2) |
| 49 | 15 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering up to floor two level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1) 1 cement : 6 C. sand (DSR 13.5.2) |
| 50 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. (DSR-5.30) |
| 51 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. (DSR-5.30) |
| 52 | Supply and fixing 6mm thick china white glazed tiles in flooring or in skirting or dado laid with 1:3 cement and approved coarse sand mortar finished with white cement slurry jointing and polishing complete including supply of all materials, labour and tool sand plants etc. (DSR 11.37) |
| 53 | Supply and fixing 6mm thick china white glazed tiles in flooring or in skirting or dado laid with 1:3 cement and approved coarse sand mortar finished with white cement slurry jointing and polishing complete including supply of all materials, labour and tool sand plants etc. (DSR 11.37) |
| 54 | Steel Painting:Applying priming coat: (a) With ready mixed red oxide zink chromate primer of approved brand and Manufacture on steel galvanised iron/steel works. (DSR 13.62.1) |
| 55 | Steel Painting:Applying priming coat: (b) Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work. (DSR 13.62.1) |
| 56 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade : New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) (DSR - 13.47.1) |
| 57 | 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. (DSR 13.80) |
| 58 | 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 thinnable priming coat with cement primer (DSR 13.41.1) |
| 59 | Providing & fixing stainless steel sliding door bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc complete. (a) 300mm x 16mm (MR) |
| 60 | P/Fixing stainless steel tower bolts ISI marked anodised (anodic coating not less than grade AC 10 as / IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. 250 mm x 10mm (MR) |
| 61 | 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. (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 Engineerin- charge. (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 (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 120 mm and minimum thickness at khurra as 65 mm.(DSR 22.7) |
| 62 | Providing and laying damp-proof course 40mm thick with cementconcrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from naturalsources : 4 graded stone aggregate 12.5mm nominal size derived fromnatural sources) (DSR 4.10) |
| 63 | Providing & applying a coat of residual petroleum bitumen of grade ofVG-10 of approvedquality using 1.7kg per square metre on damp proofcourse after cleaning the surface with brushes and finally with apieceof cloth lightly soaked in kerosene oil. (DSR 4.13) |
| 64 | 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 : 4 graded stone aggregate 20 mm nominal size) (DSR 4.1.3) |
| 65 | 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 modular type switch, modular plate, suitable size G.I. box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc as required. Group C (DSR 1.10.3) |
| 66 | Wiring for circuit/sub-main wiring along with earth wire with the following size of FR PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 2X1.5 sqmm + 1x1.5 sqmm earth wire (DSR 11.14.1) |
| 67 | Wiring for circuit/sub-main wiring along with earth wire with the following size of FR PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 2X2.5 sqmm + 1x 2.5 sqmm earth wire (DSR 1.14.2) |
| 68 | Wiring for circuit/sub-main wiring along with earth wire with the following size of FR PVC insulated copperconductor, single core cable in surface/ recessed medium class PVC conduit as required. 2X4.0 sqmm + 1x 4.0 sqmm earth wire (DSR 1.14.3) |
| 69 | Supply and fixing of following size of PVC conduit alongwith the accessories in recess including painting in case of surface conduit, or cutting the wall and making good the same in case of recessed conduit as required: 20mm (DSR 1.21.1) |
| 70 | Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc as required. TV antenna socket outlet (DSR 1.24.7) |
| 71 | Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required. (DSR 1.25) |
| 72 | Supplying and fixing following size/modules, GI box along with modular base & cover plate for modular switches in recess etc as required. 1 or 2 module(75mm X 75 mm ) (DSR 1.27.1) |
| 73 | Supplying and fixing 3 pin 5 A ceiling rose on the existing junction box/woodedn block including connectionetc. As required. (DSR 1.33) |
| 74 | Supplying and fixing brass batten/angle holder including connectionetc. as required. (DSR 1.34) |
| 75 | Installation, testing and commissioning of prewired, 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. PVC insulated, copper conductor, single core cable etc. as required. (DSR 1.41) |
| 76 | Numbering of ceiling fan/ exhaust fan/ fluorescent fittings as required. (DSR 1.49) |
| 77 | Installation of exhaust fan in the existing opening, including making good the damage, connections, testing, commissioning etc. as required. upto 450 mm sweep. (DSR 1.50.1) |
| 78 | Extra for fixing the louvers / shutters complete with frame fro exhaust fans of all sizes. (DSR 1.51) |
| 79 | Supply and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 25 A modular socket outlet and 25 A modular SP MCB, `C` curve including connections, painting etc. as required. (DSR 1.57) |
| 80 | Supplying and fixing following way, single pole and neutral sheet steel, MCB distribution board, 240 V on surface /recess complete with , tinned copper busbar, neutral busbar, earth bar, din bar, interconnections, powder painted including earthing etc. as required (But without MCB / RCCB / Isolators). 12 way, Double door. (DSR 2.3.3) |
| 81 | 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. Single Pole. (DSR 2.10.1) |
| 82 | 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. Double Pole. (DSR 2.10.3) |
| 83 | Supplying and fixing single pole, blanking plate in the existing MCB DB complete etc. as required. (DSR 2.11) |
| 84 | Supply of following size of 1.1 KV grade multicore aluminium conductor PVC sheathed armoured cable as per IS 1554. 10 sqmm 2 core. (MR) |
| 85 | Supply and erection of 1X10 W mirror light complete in all respects. (MR) |
| 86 | Supply & fixing of 7/9 W LED BULB complete in all respect. (MR) |
| 87 | Supply and fixing of LED Tube Light with batten suitable for up to 1X20 watt LED tube light complete including tube etc. on surface complete in all respect. (MR) |
| 88 | Supply & fixing ofrecess/Surface/Pendent mounting round 10 to 15 watt LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/Reflector and driver set complete in all respects. Cat. AAA. (MR) |
| 89 | Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat 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 and fixtures complete, including cutting and making good the walls and floors wherever required W.C. pan with ISI marked white plastic seat and lid. (DSR 17.2.1) |
| 90 | Providing and fixing water closet squatting pan (Indian type W.C. pan) with 100mm sand cast iron P or S trap, 10 litre low level white P.V.C. flushing cistern with manually controlled device (handle lever) conforming to IS : 7231, with all fitting and fixtures completed including cutting and making good the walls and floors wherever required. White Vitreous china Orissa pattern W.C. pan of size 580x440mm with integral type foot rests. (DSR 17.1.1) |
| 91 | 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 Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap. (DSR 17.7.4) |
| 92 | Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including PVC waste fittings complete. Semi rigid pipe 32mm dia. (DSR 17.28.1.1) |
| 93 | 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 17.31) |
| 94 | Providing and fixing PTMT Liquid soap container 109 mm wide ,125 mm high and 112 mm distance from wall of standerd shape with bracket of the same material with snap fittings of approved quality and colour weighing not less than 105 gms. (DSR 17.71) |
| 95 | Providing & fixing PTMT towl rail complete with brackets fixed to wooden cleats with cp brass screws with concealed fitting arrangement of approved quality and colour. 600 mm. long towl rail length of 645 mm. width 78 mm. and effective height of 88 mm, weighing not less than 190 gms. (DSR 17.73.2) |
| 96 | 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. 110mm diameter. (DSR 12.41.2) |
| 97 | Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over PVC sheet 1m x 1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement,punning,rounding the edges and making and finishing the outlet complete. (DSR 12.22) |
| 98 | Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50mm hard 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. 110mm. (DSR 12.43.2) |
| 99 | Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. (DSR 12.44) |
| 100 | (internal work) Exposed on wall 32mm dia nominal bore. (DSR 18.10.4) |
| 101 | Painting G.I. pipes and fittings with two coats of anti corrosive bitumastic paint of approved quality. 32mm dia nominal bore. (DSR 18.40.4) |
| 102 | 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 1.00m 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 20mm dia nominal outer dia pipes. (DSR 18.7.2) |
| 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 1.00m 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 outer dia pipes. (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 i/c fixing the pipe with clamps at 1.00m 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 testiang of joints complete as per direction of Engineer in Charge. Concealed work including cutting chases and making good the walls etc. 15mm dia nominal outer dia pipes. (DSR 18.8.1) |
| 105 | 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 1.00m 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 testiang of joints complete as per direction of Engineer in Charge. Concealed work including cutting chases and making good the walls etc. 20mm dia nominal outer dia pipes. (DSR 18.8.2) |
| 106 | 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 1.00m 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 testiang of joints complete as per direction of Engineer in Charge. Concealed work including cutting chases and making good the walls etc. 25mm dia nominal outer dia pipes. (DSR 18.8.3) |
| 107 | Providing and fixing 45 cm long unplasticised PVC connection pipe with brass unions. 15mm nominal bore. (DSR 18.21) |
| 108 | Providing & fixing CP brass bib cock of approved quality conforming to IS 8931 15mm nominal bore. (DSR 18.49.1) |
| 109 | Providing and fixing gun metal gate valve with wheel of approved quality. 25mm dia nominal bore. (DSR 18.17.1) |
| 110 | Providing and fixing gun metal gate valve with wheel of approved quality. 20 mm dia nominal bore. (DSR 18.17.1A) |
| 111 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete 25 mm nominal bore. (DSR 18.18.3) |
| 112 | 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 18.48) |
| 113 | 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. Pipes, cables etc. exceeding 80mm dia. But not exceeding 300 mm dia. (DSR 2.10.1.2) |
| 114 | Providing, laying and joining glazed stone ware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete. 100mm diameter. (DSR 19.1.1) |
| 115 | Providing, laying and joining glazed stone ware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete. 150mm diameter. (DSR 19.1.2) |
| 116 | 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. 100mm diameter S.W. Pipe. (DSR 19.2.1) |
| 117 | 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. 150mm diameter S.W. Pipe. (DSR 19.2.2) |
| 118 | Providing and fixing square mouth S.W. Gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300x300 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 With Sewer bricks conforming to IS : 4885. (DSR 19.4.2.2) |
| 119 | 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 75 (i) For Sewer Line. (DSR 19.7.1.1) |
| 120 | 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 75 Extra for depth of man hole size. 90x80 cm. (DSR 19.8.1.1) |
| 121 | Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement:3 coarse sand :6graded stone aggregate 20 mm nominal size) as per standard design With 20x20 mm square bar. (DSR 19.15.1) |
| 122 | Supply and fixing of UPVC S.W.R. pipe type-B confirming to IS-13592 including jointing the pipes with rubber ring,lubricant and UPVC SWR cupler confirming to IS-14735. Also including excavation of treanches cutting of walls and holes and repairing the walls,floors and refilling the trenches as before but excluding supply and cost of other fIttlings such as elbow,bend,tee and y-tee including supply of al marerial labour and T&P.Required for proper completion of work. 75 mm O.D. (MR) |
| 123 | Supply and fixing of UPVC S.W.R. pipe type-B confirming to IS-13592 including jointing the pipes with rubber ring,lubricant and UPVC SWR cupler confirming to IS-14735. Also including excavation of treanches cutting of walls and holes and repairing the walls,floors and refilling the trenches as before but excluding supply and cost of other fIttlings such as elbow,bend,tee and y-tee including supply of al marerial labour and T&P.Required for proper completion of work. 110 mm O.D. (MR) |
| 124 | Supply and fixing of UPVC S.W.R. pipe nahni trap size 100x75,110/90 mm confirming to IS-14735 self cleaning design fixed in PCC 1:2:4 and supply and fixing of 125 mm dia heavy duty CP brass jali. (MR) |
| 125 | Supply and fixing of UPVC S.W.R. plain bend confirming to IS-14735. Size 75 mm. (MR) |
| 126 | Supply and fixing of UPVC S.W.R. plain bend confirming to IS-14735. Size 110 mm. (MR) |
| 127 | Supply and fixing of UPVC S.W.R. plain tee confirming to IS-14735. Size 75x75x75 mm. (MR) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 01, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 22, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 17 daysOct 23, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 18 daysTender Documents
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