Tender For Supply, Installation Construction Of Rising Main, Pump House, Distribution System, Di & Hdpe Pipe Line With Connectivity, House Connection With Mechanical Water Meter, Road Restoration And Other Appurtenant Works Specified As In Boq Of Ten
Tender Value
3.61 Crore
Estimated cost
Bid Submission
05 Aug 2026
6 days left
EMD
7.23 Lakhs
Bank guarantee accepted
Document Fee
11800
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Dehradun → Uttarakhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Supply, Installation Construction Of Rising Main, Pump House, Distribution System, Di & Hdpe Pipe Line With Connectivity, House Connection With Mechanical Water Meter, Road Restoration And Other Appurtenant Works Specified As In Boq Of Tender Document Including Testing And Commissioning (With Six Months Defect Liability Period) On Item Rate Contract Basis Including Supply Of All Materials, Labour And T&P Etc Complete For Upper Sondhowali River Ghati Water Supply Scheme Under State Sector Programme.
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 28-Jul-2026 | Corrigendum for change in Bid Document Section IV | Other | 05-Aug-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Civil Works- Pipeline Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50metres lead as per direction of Engineer-in-charge |
| 2 | Bituminous road |
| 3 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. |
| 4 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 5 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. |
| 6 | Excavation in soil mixed with single boulder etc. requiring the use of special T&P, if any, for pipe line trenches including lift unto 1.5 m and lead unto 30 m and refilling, watering, ramming of excavated earth in to the trenches and disposal of surplus earth unto 50 m from the center of the trenches. |
| 7 | Sand Filling in Foundation Trenches as per Drawing & Technical Specification |
| 8 | Providing of all materials, carting from site store to site of work, lowering into trenches with true to alignment, Laying & Jointing of full lenght S&S Centrifugally cast (spun) Ductile iron pipes including supply of \\"EPDM\\" rubber gaskets conforming to IS : 5382-1985 with testing of pipe line complete. |
| 9 | D.I. Pipe conforming to IS: 8329/2000 |
| 10 | D.I. Pipe S&S K-9 |
| 11 | 100 mm dia R/M |
| 12 | Providing of all materials, carting from site store to site of work, lowering into trenches with true to alignment, Laying & Jointing of full lenght S&S Centrifugally cast (spun) Ductile iron pipes including supply of \\"EPDM\\" rubber gaskets conforming to IS : 5382-1985 with testing of pipe line complete. |
| 13 | D.I. Pipe S&S K-7conforming to IS: 8329/2000 |
| 14 | 150 mm dia |
| 15 | 200 mm dia |
| 16 | Providing & Laying D.I. special of class K-12 suitable for push on jointing as per IS:9523-2000 |
| 17 | Up to 600 mm dia |
| 18 | Providing & Laying D.I. special of class K-12 suitable for mechanical jointing as per IS:9523-2000 |
| 19 | Up to 600 mm dia |
| 20 | Providing, Lowering into trenches with true to alignment, Laying & Jointing of full lenghts of HDPE Pipes of specified grade as per IS:4984-1995 and specifications, with testing of pipe line including supply of jointing materials. |
| 21 | PE-100 Grade; PN- 6.0 (6.0 Kg/Cm2) |
| 22 | 110 mm dia |
| 23 | Carting of following sizes of valves upto site of work & fixing the same in water supply line including cost of valves, speciala, labour and T&P complete in all respect but excluding the cost of earth work and construction of chamber. |
| 24 | C.I. D/F Sluice Valves confirming to IS: 14846-2000 |
| 25 | 100 mm dia PN-16 |
| 26 | Providing and fixing C.I. /DF sluice/ Isolation valves conforming to IS-14846-2000 in position etc complete. PN-10 |
| 27 | 100 mm dia (Class II) |
| 28 | 150 mm dia (Class II) |
| 29 | 200 mm dia (Class II) |
| 30 | Providing and fixing C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers etc if required will be paid separately) : |
| 31 | 80 mm dia |
| 32 | Providing and fixing Fire Hydrant (with cap) valve conforming to IS 5290(flange) in position including all material labour T& P etc complete. |
| 33 | 80 mm dia |
| 34 | Constructing masonry Chamber following size, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : |
| 35 | Valve chamber 100 mm dia (90X90X100) cm |
| 36 | Air Valve chambers (60X60X100) cm |
| 37 | Valve Chamber up to 150 mm to 350 mm dia (120X120X100) cm |
| 38 | Fire Hydrant chambers (60X60X100) cm |
| 39 | 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 (including Thrust block) |
| 40 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) |
| 41 | Supply of all material, labour T&P etc. and provide Nala and Culvert crossing by Pipe line. |
| 42 | Providing, House Service Connection (Single service connection) from Ductile Iron distribution main to property limit, including supply and fixing of brass ferrule conforming to IS:2692 , clamp saddle of non-corrosive Engineering Plastic (Polyethylene) body moulded with Stainless steel threaded metal insert for tapping outlet. The stirrup metal plate shall be duly embedded in the plastic body, except at the place of nut-bolt lugs. Threading size and dimensions shall conform to IS: 554. The design of the saddle body should be such that, the service connection outlet metal insert shall project out towards pipe side and align with the hole drilled on the pipe to ensure positive locking against rocking or creeping on the pipe, as might be caused by vibration, pressure or excessive external loading. Saddle Seal shall be of virgin rubber SBR Grade 30 / NBR (NSF 61 approved).Saddle straps shall be made of Engineering plastic (Polyethylene of PE 100 Grade). Saddle Seal shall be of virgin rubber SBR Grade 30 / NBR (NSF 61 approved). It shall be of type pressure activated hydro-mechanical design. It shall be contoured gasket to provide a positive initial seal, which increases with increase in the line pressure. Gasket shall be gridded mat, with tapered ends, with the outlet section having ring contacting the saddle body multiple rings contacting the pipe, preferably with a Stainless steel reinforcing ring insert moulded to prevent expansion under pressure. Stainless Steel Type 304, NC rolled thread, Tightening torque for ½” (M12) nut-bolt: 14g.m and for 5/8” (M 16) nut-bolt: 21-23 kg.m. Drilling the DI pipeline shall be through the chain and rachet mechanism and the drill hole shall be perpendicular to the axis of the DI pipeline, including supplying and laying GI(M) pipe upto the property limit of both sides of road including supplying and fixing PP compression fitings such as Metal Insert Female Thread Adaptor with SS304 material (2nos), Double compression elbow with compression on both sides (4 nos) complying to ISO14236-2000 and GI plug-in for closure of ends/GI Pipe with union (heavy duty class) to joint with existing connectiion. All pipes and fittings shall be PN16 rating including transportation, loading and unloading at site, all labour, tools, equipments etc. including cutting of road surface, earthwork, refilling and restoration of cut road surfaces with 100mm thick PCC M15(1:2:4) complete in all respect including connecting new house service pipeline to existing/new legal house connection after commissioning the distribution pipeline as per the drawing and as directed by the Engineer-incharge. |
| 43 | 100mm DI Pipe x 15mm inner dia setup-Domestic |
| 44 | 150mm DI Pipe x 15mm inner dia setup-Domestic |
| 45 | 200 mm DI Pipe x 15mm inner dia setup-Domestic |
| 46 | P/F multijet domestic mechanical Water Meter Class-B, dry dial, magnetically coupled, temper proof confirming to IS: 779-1994 or ISO: 4064 IP68 in position including all material labour, T&P etc complete. |
| 47 | 15 mm |
| 48 | Providing and fixing woltman type Bulk water meter inline type, flange end with Integral mounted display and all necessary fittings etc complete. |
| 49 | 250 mm |
| 50 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. |
| 51 | Thermo-Mechanically Treated bars of grade Fe-500D or more @ 0.75% |
| 52 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 53 | Foundations, footings, bases of columns, etc. for mass concrete |
| 54 | Cleaing and Repair work of OHT -Surface Preparation: Clean surface with wire and grass brush for remove all dust and loose particles etc. with compressed air or any other suitable technique depending on site conditions.Injection Grouting: Injection grouting treatment with Cementitious grout (Expanding non shrink grout admixture in Powder from). The hole of 16-18 mm diameter and depth of 100 mm as per the requirement gap of 1 mt. properly clean the pre drilled holes insert and fix 14-16 mm dia. Nozzles in cleaned holes fix the nozzles in to the holes by applying polymer mortar to ensure complete sealing. Cure the system for minimum 12 hrs. Fill the neat cement slurry mixed with non shrink grout admixture 250 gm by the weight of cement through pressure grouts.Joints Filling: Making V shape groove on all cracks and joints of surface size 15m wide and 10 mm deep cleaning the chase cut by all removing all loose particles satisfaction of the eng in charge. and fill with Epoxy Putty (It is property that it is a moisture Insenstive repairmaterial.)Waterproofing Coating: Providing and applying two coats of Techforce 2k Strong (Two pack acrylic cementitious waterproofing coating system) as per manufacturer's specification over surface duly perpared and repaired including all cost of material labour and t & p etc for proper completion of work.Epoxy Coating: Providing and applying two coats of Food Grade Epoxy coating as per manufacturer's specification over surface duly prepared and repaired including all cost of material labour and t & p etc for proper completion of work1550 Kl Capcity- |
| 55 | Finishing walls with water proofing cement paint of required shade Old work (one or more coats applied @ 2.20 kg/10 sqm) over priming coat of primer applied @ 0.80 litrs/10 sqm complete including cost of Priming coa1550 Kl Capcity- |
| 56 | Pump house & toilet blockEarth 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. |
| 57 | 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. |
| 58 | Diluting and injecting chemical emulsion (chlorpyriphos/Lindane E.C 20% with 1% concentration) at the rate of one litre per hole at 300 mm c/c to all the horizontal and vertical surface of the excavation made for the foundation of the building, soil under floor,apron, back fill material and along all the faces of the walls for PRE-CONSTRUCTIONAL anti-termite treatment (including the cost of chemical emulsion). |
| 59 | Supplying and filling in plinth with Jamuna sand under floors including, watering, ramming consolidating and dressing complete. |
| 60 | CONCRETE WORKProviding and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). |
| 61 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work upto plinth level 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 62 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size). |
| 63 | Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement :3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75 mm bed by dry brick ballast 40 mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth |
| 64 | REINFORCED CEMENT CONCRETE WORKProviding and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and inforcement - All work upto plinth level 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 65 | 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. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 66 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Reinforcement for R.c.c work Using Thermo-mechanically treated bars |
| 67 | Centring and shuttering including strutting,ropping etc. and removal of form for |
| 68 | Foundations, footings, bases of columns, etc. for mass concrete. |
| 69 | Columns, Pillars, Piers, Abutments, Posts and Struts. |
| 70 | Lintels, beams, plinth beams, girders, bressumers and cantilevers. |
| 71 | Suspended floors, roofs, landings, balconies and access platform. |
| 72 | BRICK WORKBrick work with F.P.S. bricks of class designation 75 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 73 | Brick work with F.P.S. bricks of class designation 75 in superstructure Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 74 | Half brick masonry with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in Cement mortar 1:4 (1 cement :4 coarse sand) |
| 75 | STEEL WORKProviding and fixing factory made ISI marked steel glazed doors,windows and kilogram ventilators side /top /centre hung with beading and all members such as K11 B and K12 B etc.complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted with 15x3mm lugs, 10cm long, embeddedin cement concrete blocks 15x10x10cm of 1:3:6 (1 cement:3 coarse sand:6 graded stone aggregate 20mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as required, including providing and fixing of hinges, pivots, float glass panes with glazing clips and special metal sash putty of approved make and a priming coat of approved steel primer excluding the cost of metal beading and other fittings except necessary hinges or pivots complete as per approved design. |
| 76 | 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) W1 |
| 77 | (At 58.00Kg per Sqm) |
| 78 | Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with 5.5 mm thick glass panes. |
| 79 | Steel work welded in built up section/framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using steel etc. as required. |
| 80 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. (At 58.00Kg per Sqm) |
| 81 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a primingcoat of approved steel primer all complete. |
| 82 | Girder ISMB 250X125 mm |
| 83 | Providing and fixing fly proof galvanised M.S wire gauze to windows and clerestory windows using galvanised M.S. wire gauge with average width of aperture 1.4 mm in both directions with wire of dia. 0.63 mm. With 12 mm mild steel U beading. |
| 84 | FLOORINGKota 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 |
| 85 | Kota stone slabs 25 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. |
| 86 | 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. |
| 87 | Providing and fixing 1st quality ceramic glazed floor 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. |
| 88 | ROOFINGProviding gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10mm and down gauge) including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design : In 75x75mm deep chase |
| 89 | 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 1mx1mx400micron, finished with 12mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement rounding the edge sand making and finishing the outlet complete. |
| 90 | 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 : |
| 91 | 110 mm diameter |
| 92 | 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. |
| 93 | Coupler(110 mm) |
| 94 | Bend 87.5 degree |
| 95 | 110 mm bend |
| 96 | Shoe (Plain) |
| 97 | 110 mm Shoe |
| 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 |
| 99 | 110 mm |
| 100 | FINISHINGCement 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 noising of steps etc. complete. |
| 101 | 12 mm cement plaster of mix 1:4 (1 cement : 4 fine sand) |
| 102 | 12 mm thick cement plaster in 1:6 ( 1 cement and 6 fine sand) mortar including supply of all material , labour and T&P etc. required for proper completion of the work. |
| 103 | 15 mm thick cement plaster in cement mortar 1:6 on Rough face of brick wall including supply of all material , labour and T&P etc. |
| 104 | Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 20 mm cement plaster (top of chajja) |
| 105 | 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. |
| 106 | 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 priming coat with cement primer) |
| 107 | Finishing walls with textured exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm |
| 108 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand or manufacture |
| 109 | Fencing with angle iron post placed at required distance embedded incement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with 01/05/2012 - 1horizontal wires, of barbed wire 9.38 kg per 100 m (minimum) between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately) :- Payment to be made per metre cost of total length of barbed wire used.With G.I. barbed wire corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire 9.38 kg per 100 m (minimum) between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately):- Payment to be made per metre cost of total length of barbed wire used. With G.I. barbed wire. |
| 110 | Supplying at site Angle iron post & strut of required size including bottom kilogram 73.30 41121 to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete. Size 50×50×6mm |
| 111 | WATER PROOFINGProviding 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 300mm height including cleaning the surface before treatment.b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115mm 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 . |
| 112 | (c) After two days of proper curing applying a second coat of cement slurry using 2.75kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. (d) Finishing the surface with 20 mm thick 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 3mm deep. |
| 113 | (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineer-in-Charge :With average thickness of 120mm and minimum thickness at khurra as 65 mm |
| 114 | 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. |
| 115 | 25 mm nominal outer dia Pipes |
| 116 | 20 mm nominal outer dia Pipes |
| 117 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work |
| 118 | 25 mm nominal outer dia Pipes |
| 119 | Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : 15 mm nominal bor |
| 120 | Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. |
| 121 | 15 mm nominal bore. |
| 122 | Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 |
| 123 | 15 mm nominal bore. |
| 124 | Providing and fixing uplasticised PVC connection pipe with brass unions : 45 cm length 15 mm nominal bore |
| 125 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : |
| 126 | 25 mm nominal bore (Horizontal) |
| 127 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, ISI : 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. |
| 128 | SANITARY WORKProviding and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: |
| 129 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests |
| 130 | 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 : |
| 131 | Single half stall urinal with 5 litre P.V.C. automatic flushing cistern |
| 132 | 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: |
| 133 | White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap |
| 134 | Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. |
| 135 | Constructing septic tank as per type design provided by the engineer in charge including supply of all labour material T&P etc complete. |
| 136 | Constructing soak pit 1.20x1.20x1.20 m filled with brick bats including S.W. drain pipe 100 mm diameter and 1.20 m long complete as per standard design. |
| 137 | Road Restoration WorkProviding and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work upto plinth level 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size.For Cement Concrete Pavment: |
| 138 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work upto plinth level 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) For Cement Concrete Pavment: |
| 139 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. |
| 140 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing,rolling with three wheel 80-100 kN static roller in stages to proper grade and camber,applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading By Manuual means |
| 141 | Grading- II (Using Screening Crushable type such as Moorum or Gravel)Using Screening Crushable type such as Moorum or Gravel |
| 142 | Grading- III (Using Screening Crushable type such as Moorum or Gravel)Using Screening Crushable type such as Moorum or Gravel |
| 143 | Providing and laying surface dressing as wearing course in single coat using crushedstone aggregates of specified size on a layer of bituminous binder laid on preparedsurface and rolling with 8-10 tonne smooth wheeled steel rolle. |
| 144 | 13 mm nominal chipping size |
| 145 | Providing and laying dense bituminous macadam with 100-120 TPH batch type HMPproducing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction. |
| 146 | for Grading II ( 19 mm nominal size ) |
| 147 | Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification. |
| 148 | for Grading-I (bituminous binder @ 5.2 % of mix ) |
| 149 | (Providing and applying primer coat with bitumen emulsion on prepared surface of kg/sqm using mechanical means. |
| 150 | Providing and applying tack coat with bitumen emulsion using emulsion pressurecleaned with mechanical broom. distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface |
| 151 | Laying old cement cocrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineerin-charge. (Old CC paver blocks shall be supplied by the department free of cost). |
| 152 | Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. |
| 153 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved |
| 154 | Construction of TubewellTransportation of Rig Machine, Air compressor O.P unit camp equipages, connected T&P & necessary material required for drilling up to site of work, including loading, unloading etc. complete. |
| 155 | Errection and Leveling of Rig Machine and barricading at site of work |
| 156 | Dismantling of Rig Machine & Clearance of site after satisfactory completion of work. |
| 157 | Drilling of borehole from GL to 250 mtr BGL |
| 158 | Supply & Lowering of 300 mm dia MS ERW fincut 7.9 mm thick Plain pipe |
| 159 | Supply & Lowering of 300 mm dia MS ERW fincut 7.9 mm thick Slotted pipe |
| 160 | Supply & fixing of 300 mm dia, 8 mm thick tubewell cap. |
| 161 | Supply & fixing of 300 mm dia M.S.D.I housing clamp and Girder Set. |
| 162 | Supply & fixing of 300 mm dia Bail plug. |
| 163 | Supply & Shrouding of Pea gravel in between bore & tubewell assembly to the entire depth of tubewell. |
| 164 | Development of tubewell by 350 PSI/1100 CFM Air compressor. |
| 165 | Development of tubewell by the suitable capacity O.P unit including supply & installation of pumping plant. |
| 166 | Geohydrological survey of site. |
| 167 | Chemical & bacteriological testing of water sample |
| 168 | SITC of Pumping plant |
| 169 | Submersible pump-set of 500 LPM cold and clear water against a total head of 195 Mt with suitable motor to operate on 415±10% Volts, 3 Phase, 50 C/S A.C. Supply complete.(one no.as spare) |
| 170 | Variable frequency drive (VFD) heavy duty panel for 40 HP submersible motor with MS enclousure (01 No spare) |
| 171 | 16 Sq. mm PVC insulated 3- core submersible cable. |
| 172 | MCCB 125 Amp with enclosure box with combinable poly corbonate insulated material suitable for shock proof, rust proof, corrossion proof material and class- II safe IP-65 |
| 173 | Jointing material such as lugs, tapes etc. |
| 174 | Earthing with GI earth plate 600 mm x 600 mm x 6 mm including accessories, and providing masonry enclosure with providing and fixing 25 mm x 5 mm GI strip on surface or in recess for connections with charcoal, salt as required. |
| 175 | Main Piping and Valves -100 mm dia MS column pipe assembly having thickness 5.4 mm both ends threaded duly socketed / flanged etc. complete. |
| 176 | 100 mm dia C.I. D/F sluice valve with hand wheel PN-1.0 |
| 177 | 100 mm dia C.I. D/F Reflux valve |
| 178 | M.S.D.F. bend 90º × 100 mm dia - 2 nos100 mm dia M.S.D.F. distance piece 2 mtrs. length - 1 No.100 mm × 100 mm × 100 mm M.S.A.F.Tee - 1 No.100 mm dia. MS DF distance piece 3.0 mtr. Long.-2 Nos.Ventury (100 x 65 mm) - 1 No.100 mm dia MS DI clamp heavy duty - 1 Set.M.S.T/W Cap (100 x 300 mm) - 1 No. Nuts, bolts, rubber / fiber packing for jointing above pipes & specials - 1 set. |
| 179 | 100 mm dial pressure gauge with control cock and fittings of range 0-20 kg/cm2 - 1 No. |
| 180 | Tools required for maintenance of pumping plants.DE spanner set - 1 SetRing spanner set - 1 SetScrew drivers - 2 Nos.Pliers - 1 No.Hammer - 1 No.Pipe wrench 14\\" - 1 No.Screw wrench - 1 No.Chain wrench 80 mm dia - 2 Nos. |
| 181 | Chain pulley block of 5 tonne capacity 4.5 mtrs. lift complete with travelling trolley. |
| 182 | Digital clamp type earth resistance meter |
| 183 | Rubber resistance sheet of size 1 m × 2 m × 0.025 m.suitable for 11 KV resistance. |
| 184 | SITC of automatic chlorinating dosing system ( 1 W+1S) with dosing pump 0-6 LPH and working pressure 6 Kg per sq.cm with 200 leter tank and all necessary accerries i.e Injector and NRV with PVC pipes, Starter cum panel Single phase automatic stabilizer etc. |
| 185 | Sodium hypo-chloride (Naocl) solution. |
| 186 | Testing of pumping plants against guaranteed figures of Schedule 'E'At Site |
| 187 | Painting of entire installation with 2 coats of super enamel paint as per direction of Engineer-In-Charge of works. |
| 188 | SITC of change over switch 125 Amp for operating pumping plant on main / DG set |
| 189 | SITC of portable trollery mounted silent 120/125 KVA DG set with AMF panel and acoustic enclousure, earthing etc complete. |
| 190 | SITC of 3 phase rolling contact Servo voltage Stabliser outdoor type (voltage range 280-460 V) 60 KVA |
| 191 | Supply & Laying of cable 50 sq mm Al. conductor 3.5 core armoured cable. |
| 192 | SITC of Automation of Pumping plantIOT software & centralised cloud based system conmplete with data base server, data transfer GSM/ GPRS modem sim, IOT plateform form licenses or subscription and development / customization of control software suitable for managing the strorage, processing analysis of vast amount of real line data by a wed based interface, APIs and other tools including memory card for storage data for a minimum of 30 days in care of power failure / loss of connectivity. |
| 193 | Supply & Fixing of data commmunication gatway devices for data acquisition and communication gatway devices for data acquisition and communication to IOT based cloud server centralized system with stand protocol using wi-fi / GPRS ethenet for atteast 02 months data back up with all accessories. |
| 194 | IOT based Intelligent Energy meter for measuring all electrical parameters such as KWH / KVAH (positive /negative), PF, Hz, P etc. with three phase current and voltage imbalance and HMI / software keypads. |
| 195 | Isolation Transformer (440V step down 220V for protection of site automation hardware) |
| 196 | Over voltage & under voltage trip protection (350 V-450 V) |
| 197 | Auto phase reversal unit for auto phase corrector upto 0-60 HP |
| 198 | IOT based Pressure transmitter |
| 199 | IOT base Electronic flow meter of 100 mm size |
| 200 | IOT based Valve actuators (100 mm size) |
| 201 | IOT based Actuator panels. |
| 202 | Hard wired timer circuit for actuators |
| 203 | SITC of depth sensor for tubewell (upto 100 mt range) |
| 204 | Online residual chlorine analizer with 4-20 mA output & RS485 communication, measuring range 0-10 PPM, ambient temprature - 10 to 700 c, cycle time & minute with LCD display, make- Horiba /E&H /Forbes marshal |
| 205 | CCTV camera with 2 MP, IP dome CCTV colour night vision, Dline 2 port POE switch full Giga, D link connector PVC box, complete wireless communication setup and 128 GB memory card. |
| 206 | UPS of suitable capacity for control supply of automation |
| 207 | IP 67/IP 68 actuator with panel for distribution line of 250/300 mm size |
| 208 | SCADA software with licence key & installation to existing servor |
| 209 | SITC of hydrostatic level transmitter with non vented presure senso, ultrasonic sensor cable and necessary accessories complete as per technical specification hydrostatic level transmitter should be capable of transmitting data to existing SCADA system and M&E portal. |
| 210 | Signal cabling between RTU/PLC and field instruments including screened/unscreened & control copper cable, etc complete in all respect |
| 211 | Installation and commissioning including all accessories. |
| 212 | Internal and external electrification of pump house.Wiring for light point, fan point etc. with 1.5 sq mm FR PVC insulated copper conductor single core cable in surface PVC conduit with piano type switch, phenolic laminated sheet, suitable size GI box, with earth wire of 1.5 sq mm FR PVC insulated copper conductor single core cable etc as required. |
| 213 | Wiring for circuit/submain alongwith earth wire with the 2x2.5 sq. mm + 1x2.5 sq. mm earth wire size of FR PVC insulated copper conductor single core cable in surface PVC conduit as required. |
| 214 | Wiring for circuit/submain alongwith earth wire with the 2x4 sq. mm + 1x4 sq. mm earth wire size of FR PVC insulated copper conductor single core cable in surface PVC conduit as required. |
| 215 | Supply and fixing of metal box of 180 mmx100mmx160 mm deep on surface with suitable size phenolic laminated sheet cover in front including providing and fixing 6 pin 5/6 amp and 15x16 amp socket outlet and 15/16 amp piano type switch, connections, painting etc as required. |
| 216 | Supply and fixing of 6 Way double door way S.P.N. sheet steel, MCB DB, 240 V on surface complete with copper bus bar, neutral bus bar, earth bar, inter connections including earthing etc as required. (But without MCB/ RCCB/Isolator) |
| 217 | Supply and fixing of 5 A to 32 A, 240 V, 10 KA, C serious MCB suitable for inductive load of following pole in the existing MCB DB complete with connection, testing etc as required. |
| 218 | Supply and fixing of double pole, 240 V, isolator in the existing MCB DB complete with connection, testing etc as required. |
| 219 | Supply and fixing of 20 W LED tubelight complete in all respect (Bajaj / Philips / Equivalent make) |
| 220 | Supply in fixing of LED external lighting luminaires with mounting bracket etc. complete. |
| 221 | Trial & Testing of Pumping plant with automation for a period of 3 months including cost of all consumables excluding electricity |
| 222 | Operation & maintenance of all electro-mechanical works for a period of six months after trial & testing period excluding electricity. |
| 223 | Unforseen items such as caution board, danger plate,rubber gloves,rubber shoes, fire extinguisher and fencing of sevo voltage stablizer Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 28, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Aug 05, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 6 daysAug 05, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 6 daysTender Documents
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