Tender For Improvement Of Permanent Pumping Station At Mansarover Park Under Shahdara North Zone.
Tender Value
1.37 Crore
Estimated cost
Bid Submission
27 Jul 2026
0 days left
EMD
2.74 Lakhs
Bank guarantee accepted
Document Fee
1180
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Delhi → Delhi
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Improvement Of Permanent Pumping Station At Mansarover Park Under Shahdara North Zone.
BOQ
| Sl. No. | Item Description |
| 1 | Supply installation testing and commissioning of Electrical Horizontal centrifugal pump set with non clog /mf impeller to handle storm / mixed / sewage water with having min. discharge of 800 m3/hr at head min 7 mtr, RPM 750 having suction and delivery size 350 mm or 300 mm dia ,mounted on a common base frame coupled with Min. 40 HP or suitable rating (IE-2) three phase, TEFC AC , 415 volts, 50 Hz supply electrical Motor energy efficient complete as required. Mounted on a common base frame as Casing C I, Impeller C I, Shaft & sleeve (SS) 40 C 8 complete with coupling guard and foundation bolts etc. as reqd. |
| 2 | P & F/Replacement of M.S Black pipe (9.5 mm thickness) Conforming to IS:3589 with required nut bolts and packing sheet etc complete as reqd of following dia 400 mm ,9.5 mm thickness |
| 3 | P & F/Replacement of M.S Black pipe Conforming to IS:3589 with required nut bolts and packing sheet etc complete as reqd of following dia 150 mm, 5.4mm thickness |
| 4 | 350 mm ,9.5 mm thickness |
| 5 | P & F/Replacement of M.S Black pipe (9.5 mm thickness) Conforming to IS:3589 with required nut bolts and packing sheet etc complete as reqd of following dia 300 mm ,9.5 mm thickness |
| 6 | Providing & Fixing of M.S Flange with required nut bolts and packing sheet etc complete as required of following dia. 400 mm ( 25 mm thickness) |
| 7 | Providing & Fixing of M.S Flange with required nut bolts and packing sheet etc complete as required of following dia. 350 mm ( 25 mm thickness) |
| 8 | Providing & Fixing of M.S Flange with required nut bolts and packing sheet etc complete as required of following dia. 150 mm ( 10 mm thickness) |
| 9 | 300 mm ( 25 mm thickness) |
| 10 | Providing & Fixing of M.S Blind Flange with required nut bolts and packing sheet etc complete as required of following dia. 400 mm ( 25 mm thickness) |
| 11 | Providing & Fixing of M.S Bend with required nut bolts and packing sheet etc complete as required of following dia. 400 mm(10 mm thick),length 0.75 m |
| 12 | Providing & Fixing of M.S Bend with required nut bolts and packing sheet etc complete as required of following dia. 350mm(8 mm thick),length 0.75 m |
| 13 | Providing & Fixing of M.S Bend with required nut bolts and packing sheet etc complete as required of following dia. A) 150 short length c-class |
| 14 | 300 mm(08 mm thick),length 0.75 m |
| 15 | P&F/Replacement of swing type Non Return Valve of CI Body with Door, bronze to Rubber rings confirming to IS 5312(Part 1 & 2), PN 1.6 complete as required (a)150MM |
| 16 | NRV 350 MM |
| 17 | P&F/Replacement of swing type Non Return Valve of CI Body with Door, bronze to Rubber rings confirming to IS 5312(Part 1 & 2), PN 1.6 complete as required (a)300MM |
| 18 | Rubber Sheet 10 mm thick |
| 19 | Mounting Pad(AVM) |
| 20 | SITC of Pump- Non clog sewage solid handling - Suc/Del size 150 mm x 150 mm head 15 mtr & discharge 400 m3/hr , Body-CI, Impeller -SS, Shaft- EN-8, Sleeve-SS with coupling, base frame, fuel tank & leads coupled with 38 BHP diesel engine,1500 RPM , Self start, water cooled with radiator complete with 12 V battery as required |
| 21 | S/I/T/C of fully automatic Auto Transformer Starter will be constructed / fabricated with 2 mm thick, MS sheet steel, dust & vermin proof,drain & drip - proof, front operated, self supported, free standing type constructions and will be duly spray painted sythetic Enamel paint of Light Grey shade 631 of IS:5 and accommodate all switch -gear items required to meet the technical requirements ofATS 50HP as listed below :- 1- FN 125 , 125 Amp. rating fuse Switch unit (SFU) in open execution. 1 No (L&T) 2-125 Ampere HRC fuse 3 pole , 415 V AC3 Nos. (L&T). 3- 32 Ampere Type -MNX 32 , Power Contactor for Star (L&T) 4- 70 Ampere Type-MNX 70, Power Contactor for Delta 1 No (L&T). 5-80 Ampere Type-MNX 80, Power Contactor for Main 1 No (L&T). S/I/T/C of fully automatic Auto Transformer Starter will be constructed / fabricated with 2 mm thick, MS sheet steel, dust & vermin proof,drain & drip - proof, front operated, self supported, free standing type constructions and will be duly spray painted sythetic Enamel paint of Light Grey shade 631 of IS:5 and accommodate all switch -gear items required to meet the technical requirements ofATS 50HP as listed below :- 1- FN 125 , 125 Amp. rating fuse Switch unit (SFU) in open execution. 1 No (L&T) 2-125 Ampere HRC fuse 3 pole , 415 V AC3 Nos. (L&T). 3- 32 Ampere Type -MNX 32 , Power Contactor for Star (L&T) 4- 70 Ampere Type-MNX 70, Power Contactor for Delta 1 No (L&T). 5-80 Ampere Type-MNX 80, Power Contactor for Main 1 No (L&T). |
| 22 | Supply of PVC/XLPE insulated PVC/XLPE sheathed Al. conductor armoured cable for working voltage up to 1.1 kv confirming to IS 7098(part-1) of following size 2 x 6 sqmm |
| 23 | Supply of PVC/XLPE insulated PVC/XLPE sheathed Al. conductor armoured cable for working voltage up to 1.1 kv confirming to IS 7098(part-1) of following size 3.5 C x 70 sqmm |
| 24 | Supply of PVC/XLPE insulated PVC/XLPE sheathed Al. conductor armoured cable for working voltage up to 1.1 kv confirming to IS 7098(part-1) of following size 3.5 C x 150 sqmm |
| 25 | Supply,Installation, testing and commissioning of metal clad, power coated compartmentalized cubical panel as per CPWD electrical specifications including insulated Al. bus bars, supports, interconnection, etection of switchgears with depth 30 cm to 60 cm and making provisions for termination of incoming / outgouing cables / bus ducting and making foundation etc as requird.(Suitable for 400 Amp TP& N) |
| 26 | On load change over switch 630 Amp. Open execution type: 2 Nos. (one for DG set and 1 for phase sequence). |
| 27 | Supply, Installation, testing and commissioning of Automatic Power Factor Correction (APFC) panel, indoor type floor mounted free standing totally enclosed, extendable, IP 42, of following capacity for 3 phase, 415 V + 10 %, 50 Hz AC System for Ambient temperature -5°C to +40°C, fabricated in compartmentalised designed made of CRCA sheet steel of 2.0mm thick for framework & covers, 3 mm thick for gland plate i/c cleaning & finishing complete with 9 tank process for powder coated of approved shade ( RAL 7032-Siemens Gray or as approved by Engineer-in-Charge), having front section (switch gear and control accessories) and rear section capacitor and reactor, front and rear access, having suitable current carrying capacity, extensible TPN Aluminium alloy bus bar of high conductivity, DMC/SMC bus bar supports, bottom base channel of MS Section, fabrication shall be done in transportable section, entire panel shall have common copper earth bar of minimum size of 25mm x 5mm with 2 nos. earth studs, the earth terminals provided on the body of capacitor bank shall also be bonded to the main capacitor panel earth bus with 2 nos. 8 SWG or 6 SWG GI earth wires/ equivalent size of copper conductor cable, forced ventilation for maintaining temperature rise not more than 5°C from ambient, interconnections, connections with 14% detuned reactor and heavy duty 525 V ISI marked Impregnated MPP(Metalized Polypropylene) Capacitor (IS 13340 Part -1 & 2) APFC Panel shall be in compliance with IS :16636 & CPWD Specifications etc. as per below details.(A) Incomers Suitable capacity MCCB Microprocessor base with O/C, S/C, E/L release of TPN 50KA breaking capacity (Ics=Icu), ON, OFF, Trip, R, Y, B - LED Indicating Lamp set along with required Instruments and accessories with extended rotary handle and door interlocking arrangement. Current rating of the Incomer in ampere shall be APFC Panel rating in KVAR x 1.4 x 1.5 or nearest higher standards rating. (B) Instruments & Indication) 3-Phase current sensing APFC microprocessor relay/controller, advance 8/12 stages (8 stages for capacity below 100 KVAR and 12 stages 100 KVAR &above) with Communication Ethernet/RS485/SNMP port open protocol for BMS integration as per approved by Engineering in charge and having Display of Phase wise V, A, PF, Cos-Phi, Kw, KVA, KVAR, THD-V, THD-I, harmonics up to 31 level. 3 nos of dual core CT's accuracy class 1, 15VA at incomer of PCC Panel for APFC relay. ii) Auto Manual Selector switch, auxiliary contactors with timer for delay in manual mode. iii) Digital Multi function meter with LED Display for VA, PF, KW, KVA, KVAR, THD-V & I, Frequency. iv) Suitable rating control transformer shall be provided for control and indication circuit. v) All components like control transformer, meter, relay and indicating lamp shall be protected by using suitable rating individual MCB's. vi) Wiring of the control circuit shall be done by using 2.5 sq mm, FRLS/HFFR 1100 V grade, PVC insulated multi stranded copper control wire. (C) Bus Bars 1.3 Amp per Sq.mm, TPN, and Electrolytic grade Aluminium bus bar of capacity 1.25 times of incomer rating as per CPWD specification. (D) Outgoings (APFC Section) Selection of theCapacitors combinations shall be for continuous rating and each capacitor bank shall have suitable capacity Heavy Duty ISI Marked Capacitor, capacitor duty contactor, the capacitor shall be mounted onchannel with base of perforated M S Powder coated Sheet, connections inter connections etc. and other features as per CPWD Specifications and relevant IS Code having following: (i) Capacitor bank ratings & stages shall be as per the technical specifications sheet of NIT. (ii) Capacitor will be MPP self healing type with discharge resistor, pressure release mechanism. (iii) Since Capacitor Voltage is 525 Volts, thus higher KVAR has to be considered to get rated output at 415Volts. (iv) 14% Detuned Reactor of class H insulation & 150% linearity in series with Capacitor. (Note: Technical specifications sheet for selection of the capacitors combinations shall be provided by the NIT Approving Authority with due consideration ofnumber of capacitors i.e. 1 KVAR, 2 KVAR, 3 KVAR, 5 KVAR, 10 KVAR.....for smooth correction). 50 KVAR |
| 28 | Hiring of Air compressor 250 cfm with two leads for pneumatic cutters/hammers with Opoerator for cutting of RCC lantel slab over the sump well. |
| 29 | Supply, installation, testing and commissioning of 3mm (Min.) ACP Sheet based, acrylic Raised letters LED board with 1\\"x1\\" M.S. square pipe box type frame, pipe frame all open sides covered by G.I. Sheet properly. |
| 30 | SITC of 50mmx50mmx6mm angle Iron mounting stand for ACP sign board and painting with primer and finished paint as required. |
| 31 | P&F of MS bar screen made out of MS angle size (75x75 mm) and centre covered with MS Sq bar 18 mm duly welded with center to center distance 35 mm and duly welded. Work also includes complete Bar Sceen fixing in the drain with the help of heavy crane and complete car screen duly painted with ename paint Bar screen duly fixxed in side wall using Mortaar, tools and tackles etc complete as required. |
| 32 | Providing & fixing of MS platform made out of MS grider size 8\\" x 4\\" (200 x 100 mm) fixing in back sides and center supporting with MS angle Iron size 50 x 50 x 6 mm with cross welding and fixing of MS chequred sheet of 7 mm thickness on top side of MS platform, back side of platform duly welded MS railing with 2\\" dia MS pipe with 3'6\\" height to be fixed at site. Complete plate &railing duly painted with enamal paints |
| 33 | Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on wall surface as required.Upto 35 sq. mm (clamped with1mm thick saddle) |
| 34 | Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size in the existing masonry open duct as required.Above 35 sq. mm and upto 95 sq. mm |
| 35 | Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on wall surface as required.Above 95 sq. mm and upto 185 sq. mm (clamped with 25/40x3mm MS flat clamp) |
| 36 | Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC/XLPE insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required 2 X 6 sqmm (19mm) |
| 37 | 3.5 X 70 sq. mm (38mm) |
| 38 | 3 .5 X 150 sq. mm (50mm) |
| 39 | S&F TP sheet steel enclosure on surface/recess along with 16/25/32 A , 415 V \\"C\\" curve TPMCB complete as reqd. |
| 40 | Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt ) as required. |
| 41 | Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. as required. |
| 42 | Providing and fixing following rating and breaking capacity and pole MCCB with thermomagnetic release and terminal spreaders in existing cubicle panel board including drilling holes in cubicle panel, making connections, etc. as required. 100 A, 16 KA,TPMCCB |
| 43 | 315 A, 35 KA,TPMCCB |
| 44 | 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) derived from natural sources: 4 graded stone aggregate 20 mm nominal size derived from natural sources |
| 45 | CIVIL WORKS Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. |
| 46 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 47 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar |
| 48 | 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, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. |
| 49 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources: 10 graded stone aggregate 40 mm nominal size) derived from natural sources. |
| 50 | 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 (zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size) derived from natural sources. |
| 51 | 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(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size) derived from natural sources |
| 52 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, 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-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 53 | Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete |
| 54 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 55 | Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 56 | Suspended floors, roofs, landings, balconies and access platform |
| 57 | Weather shade, Chajjas, corbels etc., including edges |
| 58 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. |
| 59 | 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) |
| 60 | 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) |
| 61 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 62 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using flats 30x6mm for diagonal braces and central cross piece |
| 63 | P/F precast R.C.C. slab/grating 70mm thick manufactured with C.C 1:2:4 (1 cement :2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) reinforced with 96 kg/m3 of R.C.C. I/c lapping all four side with M.S. sheet 1.6 mm thick & fixing in position complete . (Drain covers with or without holes) |
| 64 | 12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) |
| 65 | Neat cement punning. |
| 66 | Painting top of roofs with bitumen of approved quality @ 17kg per 10 sqm impregnated with a coat of coarse sand at 60 cudm per 10 sqm, including cleaning the slab surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil complete : With residual type petroleum bitumen of grade VG -10 |
| 67 | 10 cm thick (average) mud phaska of damped brick earth on roofs laid to slope consolidated and plastered with 25 mm thick mud mortar mixed with bhusa @ 35 kg per cum of earth and gobri leaping with mix 1:1 (1 clay : 1 cow dung) and covered with flat tile bricks, grouted with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement and finished neat: With common burnt clay F.P.S.(non modular) brick tile of class designation 10 |
| 68 | Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design :In 75x75 mm deep chase |
| 69 | 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 P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. |
| 70 | 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. 110 mm diameter |
| 71 | Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm 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. 110 mm |
| 72 | Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for 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. Bend 87.5° 110 mm bend |
| 73 | Painting with synthetic enamel paint of apprved brand and manufacture to give an even shade: Two or more coats on new work |
| 74 | 15 mm cement plaster on rough side of single or half brick wall of mix: 1:4 (1 cement: 4 coarse sand) |
| 75 | 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 500x500 mm |
| 76 | 24mm thick washed marble chips plaster on exterior walls of height upto 10 m above groung level in two layers under layer 12 mm cement plaster 1:4 (1 cement: 4 coarse sand) furrowing the under layer with scratching tool, applying cement slurry on the under layer @ 2 kg of cement/sqm, top layer 12mm thick cement marble chips plaster 4:7 (4 cement : 7marble chips 4mm size of required colour) in panel with grooves all around as per approved pattern including scrubbing and washing the top layer with brushes and water to expose the marble chips complete as per specifications and directions of Engineer in charge (payment for providing groove shall be made for seperately): Using ordinary cement in top layer. |
| 77 | Extra for using 50% White Cement and 50% Ordinary Portland Cement in top layer of washed marble chips plaster |
| 78 | 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. |
| 79 | Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 25 mm thick |
| 80 | Single tee without door 110x110x110 mm |
| 81 | 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.NOTE: Item no 8.31 is brought from Sub Head 11 i.e. Flooring, Item No 11.36 |
| 82 | 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. 40 mm thick with 20 mm nominal size stone aggregate |
| 83 | Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 12 mm cement plaster |
| 84 | 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. |
| 85 | 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 and fixtures complete, including cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid |
| 86 | 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 : Single half stall urinal with 5 litre P.V.C. automatic flushingcistern |
| 87 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. Flexible pipe 32 mm dia |
| 88 | Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors : 100 mm inlet and 100 mm outlet Sand cast iron S&S as per IS: 3989 |
| 89 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge.Concealed work, including cutting chases and making good the walls etc. 20 mm nominal dia Pipes |
| 90 | (b) 25 mm nominal dia Pipes |
| 91 | 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 15 mm nominal outer dia Pipes |
| 92 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 20 mm nominal bore |
| 93 | Providing and fixing brass ferrule with C.I. mouth cover including boring and tapping the main : 20 mm nominal bore |
| 94 | Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : 20 mm nominal bore |
| 95 | 25 mm nominal bore |
| 96 | Fixing of 3 mm thick translucent white acrylic sheet panes in steel window or clerestory window shutters with self taping screws of size 10x3 mm including drilling wherever necessary complete as per direction of Engineer-in-Charge. |
| 97 | 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. |
| 98 | Providing and fixing PTMT bib cock of approved quality and colour. 15mm nominal bore, 86 mm long, weighing not less than 88 gms |
| 99 | Providing and fixing PTMT stop cock of approved quality and colour. 15 mm nominal bore, 86 mm long, weighing not less than 88 gms |
| 100 | Providing and fixing PTMT grating of approved quality and colour. Circular type 100 mm nominal dia |
| 101 | Providing and fixing PTMT Ball cock of approved quality, colour and make complete with Epoxy coated aluminium rod with L.P./ H.P.H.D. plastic ball. 25 mm nominal bore, 152mm long, weighing not less than 440 gms |
| 102 | Providing, laying and jointing glazed stoneware 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 :200 mm diameter |
| 103 | Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-roundS.W. pipes including bed concrete as per standard design : 200 mm diameter S.W. pipe |
| 104 | Excavating trenches by mechanical/ manual means of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : All kinds of soil . Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia |
| 105 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality L D- 2.5 Rectangular shape 600x450 mm internal dimensions |
| 106 | Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete : (Copper oxidised as per IS 1378) 300x16 mm |
| 107 | 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) 200x10 mm |
| 108 | Providing M.S. Piano hinges ISI marked IS : 3818 finished with nickel plating and fixing with necessary screws etc., complete. Overall width 35 mm |
| 109 | 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. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 16, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 27, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
TodayJul 27, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
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