Drinking Water Supply and Sanitation Government Departments Closing in 0 days TDR #49611780

Construction Of Successful Testing And Commissioning Of 0.70 Lac Gallons Capacity Oht,Providing, Laying And Fitting Of Pipes, Const. Of Rcc Dome For Existing Sr , Const. Of 02 No Tube Wells, Const. Of Chamber At Junction,Const. Of Panel Cum Operator Quart

Issued by Government Departments · qazigund, Jammu And Kashmir
Tender Value
6.98 Crore
Estimated cost
Bid Submission
17 Jun 2025
0 days left
EMD
13.96 Lakhs
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
qazigund → Jammu And Kashmir
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Construction of successful testing and commissioning of 0.70 Lac Gallons Capacity OHT,Providing, Laying and Fitting of pipes, Const. of RCC Dome for Existing SR , Const. Of 02 No Tube Wells, Const. of Chamber at Junction,Const. of Panel cum Operator Quarter 2 Nos,Const. Of Operator Quarter at OHT Site, Repair Of ExistingSluice Chamber, Const. of DG Plateforms at OHT Site & Tube Well Site,Const. of Approach Path and Electromechanical components for Qazigund Town under (AMRUT 2.0)

BOQ

Name of Work:Construction of succesful testing and commissioning of 0.70 Lac Gallons Capacity OHT,Providing, Laying and Fitting of pipes, Const. of RCC Dome for Existing SR , Const. Of 02 No Tube Wells, Const. of Chamber at Junction,Const. of Panel cum Operator Quarter 2 Nos,Const. Of Operator Quarter at OHT Site, Repair Of ExistingSluice Chamber, Const. of DG Plateforms at OHT Site & Tube Well Site,Const. of Approach Path and Electromechanical components for Qazigund Town under (AMRUT 2.0)
Sl. No. Item Description
1Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m in -All kinds of soil.
2Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. (All kinds of soil)
3Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked material :All kinds of soil
4All kinds of soil :
5Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete. (Measurements to be taken of the face area timbered). Depth exceeding 1.5 m but not exceeding 3 m
6Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as10 sqm on plan including disposal of excavated earth, leadupto50meterand lift upto 1.5m, as directed by Engineer-in-Charge. All kinds of soil :
7Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres:
8All kinds of soil :
9Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.
10Providing and laying hand packed stone soling 50 mm nominal size including filling, spreading, dressing,ramming, all leads lifts and all carriages complete.
11Supplying and filling in plinth with fine sand under floors including, watering, ramming, consolidating and dressing complete.
12Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:
131:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size)
141:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
151:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size)
16Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering. All works upto plinth level
171:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
18Supplying and filling in plinth with fine sand under floors including, watering, ramming, consolidating and dressing complete.
19Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improveworkability without impairing strength and durability as per direction of Engineer-incharge. Note: - Cement in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is content considered payable or recoverable separately.5.34.1 All works upto plinth level
20Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge
21Providing and applying tack coat using bitumen emulsion conforming to IS: 8887, using emulsion pressure distributer including preparing the surface and cleaning with mechanical broom.
22Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge. 16.63.1 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.5% (percentage by weight of total mix) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.5% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity
23Providing and applying tack coat using bitumen emulsion conforming to IS: 8887, using emulsion pressure distributer including preparing the surface and cleaning with mechanical broom.(On bituminous surface @ 0.25 Kg/sqm.
24Providing and laying semi- dense Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge. 16.64.1 25 mm compacted thickness with bitumen of grade VG- 30 @5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.(25 mm compacted thickness with bitumen of grade VG- 30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity.)
25Providing and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG-10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road all complete.
26Demolishing R.C.C. work manually/by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge.
27Providing and applying 2.5mm thick road marking strips (retro-reflective) of specified shade/colour using hot thermoplastic material by fully/semiautomatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications.
28Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level . 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
29Reinforced cement concrete work in chimneys, shafts upto floor five level includingcuring complete but excluding the cost of centering, shuttering, finishing and reinforcement with: 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
30Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement.
311:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
32Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with:
331:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
34Reinforced cement concrete work in arches, archribs, domes, vaults shells, folded plate and roofs having slope more than 15° upto floor five level level including curing but excluding the cost of centering, shuttering finishing and reinforcement with: 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
35Providing and laying upto floor v level reinforced cement concrete in kerbs, steps and the like including curing but excluding the cost of centering, shuttering, finishing and reinforcement with.
361:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
37Providing & laying damp-proof Course 40 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone agg 12.5 mm nominal size) and curing complete
38Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-incharge. Note: - Cement in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is content considered payable or recoverable separately.All works above plinth level upto floor V level
39Extra for providing richer mixes at all floor levels. Note:- Excess/ less cement over the specified cement content used is payable/ recoverable separately.5.35.1 Providing M-30 grade concrete instead of M-25 grade BMC/RMC. (Note:- Cement content considered in M-30 is @ 340 kg/cum)
40Extra for R.C.C./B.M.C./R.M.C. work above floor V level for each four floors or part thereof.
41Add or deduct for using more or less cement in the items of design mix over and above the specified cement content therein.(@5 Qtl/ Cum)
42Centering and shuttering including strutting, propping etc. and removal of form for:
43Foundations, footings, bases of columns etc. for mass concrete.
44Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
45Arches, domes, vaults upto 6 m span
46Extra for arches, domes, vaults exceeding 6 m span
47Suspended floors, roofs, landings, balconies and access platforms.
48Lintel, beams, plinth beams, girders, bressumers and cantilevers.
49Spiral staircases (including landings)
50Extra for shuttering in circular work (20% of respective centering and Shuttering items)
51Foundations, footings, bases of columns etc. for mass concrete.
52Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
53Suspended floors, roofs, landings, balconies and access platforms.
54Lintel, beams, plinth beams, girders, bressumers and cantilevers.
55Extra for additional height in centering, shuttering where ever required with adequate bracing, propping etc. including cost of de-shuttering and de-centering at all levels, over a height of 3.5 m, for every additional height of 1 meter or part thereof (Plan area to be measured).
56Suspended floors, roofs, landings, beams and balconies (plan area to be measured)
57Providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer’s specification. (1 kg of water proofing material in 50 kg of cement)
58Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level
59Thermo-Mechanically Treated bars of grade Fe-500D or more.
6012mm Cement plaster finished with a floating coat of neat cement of mix: 1 : 3 ( 1 cement : 3 fine sand)
611 : 6 ( 1 cement : 6 fine sand)
6212mm Cement plaster finished with a floating coat of neat cement of mix: 1 : 4 ( 1 cement : 4 fine sand)
63Extra for plastering on circular work not exceeding 6m in radius: In one coat
64Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in :
65Cement mortar 1:6 ( 1 cement : 6 coarse sand)
66Extra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level
67Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia and length (hold fast lugs or with dash fastenersshall be paid for separately):
68Second class kail wood
69Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge.
70First class kail wood (30 mm thick shutter)
71Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick.
72Second Class kail wood
73Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick.
745.0 mm thick glass pane (weighing not less than 12.50 kg/sqm)
75Providing and fixing ISI marked aluminum butt hinges ISI marked anodized (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete :
7675x63x3.2 mm
77100x63x3.2 mm
78Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes conforming to IS: 15801, UV stabilized and anti-microbial fusion welded, having thermal stability for hot and cold water supply including all PP-R plain and brass threaded Polypropylene random fittings. This includes testing of joints complete as per direction of Engineer-incharge.
79Internal work Concealed fixing the pipe with clamps at 1.00 meter spacing including cutting chases and making good the wall etc. PN-16 pipe , 32mm OD(SDR-7.4)
80Providing & Installing uPVC Pipes (working pressure 4 kg /sqm) Single Socketed pipe 110 mm dia with all necessary arrangements & fittings including Tee\"s Elbows & End Caps wherever required complete job.
81Providing and fixing brass bib cock of approved quality.20 mm nominal bore
82Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid , 10 liter low level white vitreous china flushing cistern and CP flush bend with fittings and C.I. brackets, 40mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required: 18.3.1 W.C. pan with ISI marked white solid plastic seat and lid.
83White Vitreous China Surgeon type wash basin size 660x460 mm with a pair of 15 mm C.P. brass pillar taps with elbow including operated levers
84Providing and Fixing of Flexible (coil shaped) PVC waste pipe for sink and washbasin 32 each 45.00 mm dia with length not less than 700 mm i/c PVC waste fittings
85Providind & Fixing bottle trap for wash basin or sink
86Providing & Fixing white Vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings
87Providing and Installing 25 Ltr Geyser/ Water heater with all necessary arrangements complete
88Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per I.S. 13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required :510x1040mm bowl depth 200mm
89Providing and fixing fly proof wire gauge to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions all complete.
90With stainless steel grade 304 wire gauge with wire of dia 0.50 mm With 2nd class teak wood beading 62x19 mm
91Structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.(Supply and Fixing of MS Door with Shutter , Frames and locks of approved make including all necessary arragements for fixing) made of required size. made up of structural steel in single section and 2 mm thick MS Sheet)
92Structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.(Supply and Fixing of MS Door with Shutter , Frames and locks of approved make including all necessary arragements for fixing) made of required size. made up of structural steel in single section and 2 mm thick MS Sheet)Welded
93Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength confirming to IS:4454 part-1 and M.S. top cover of required thickness for rolling shutters
94200 mm Dia Header Distribution 6mm thick, 1.5m long, with reducer inlet arms (100mm/ 150mm) 0.3 mm each
95Providing 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 @ 3.3 kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.
96Providing and fixing 1st quality ceramic glazed floor tiles conforming toIS : 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.
97Painting with synthetic enamel paint of approved brand and manufacture to give an even shade.
98Two or more coats on new work
99Medium Class Double Flanged with Gasket 65 mm dia nominal bore GI Suction pipe and from OHT to Collection Chamber)
100Medium Class Double Flanged with Gasket 80 mm dia nominal bore GI Suction pipe and from OHT to Collection Chamber to botre well /tubewell
101Providing and laying Double Flanged (Screwed/ Welded) Centrifugally (Spun) Ductile Iron Pipes of Class K-9 conforming to IS : 8329
102Providing and laying D.I. Specials of Class K-12 suitable for mechanical jointing as per :-1 Upto 600 mm dia
103Providing and fixing hard drawn steel wire fabric of size 75 x 25mm mesh or other suitable size wire mesh or other suitable size wire mesh to be fixed & firmly anchored to the concrete surface by means of \"L\" shaped mild steel shear key welded with existing reinforcement including the cost of materials, labour, tools & plants as approved by Engineer-in-charge. (At Crown od OHT Bird Proof Wire Mesh)
104Cost on account of hiring charges of Hydro geologist by firm for ground water feasibility survey and furnishing of geologists report to the department. Job also includes resistivity test by latest equipment for identified site and subsequently furnishing of report to the department before construction of production well in hand by the firm.
105Drilling /boring of bore hole of 450-550mm dia for lowering of 250 mm dia for casing /starinerpipes by sutiable method prescrived in IS 2800 ,includingcollecting samples from different strata preparing and submitting strata chart /bore log including hire and running charge of all equiments tools and machineries required for the job all complete as per the drection of enginner-in- chargeupto 90 mtr depth below ground. all kind of soils (Diameter of casing /Stainer pipe =250 mm)
106Drilling /boring of bore hole of 450-550mm dia for lowering of 250 mm dia for casing /starinerpipes by sutiable method prescrived in IS 2800 ,includingcollecting samples from different strata preparing and submitting strata chart /bore log including hire and running charge of all equiments tools and machineries required for the job all complete as per the drection of enginner-in- chargeupto 90 mtr depth below ground. all kind of soils (Diameter of casing /Stainer pipe =250 mm)
107Suppliying assembling lowering and fixing in vertical position in bore well ERWfe 410 mild steel ,Screwed and Socked /Plain ended casing pipes of 250 mm Myt dia wall thickness of 7.1 mm conforming to IS 4270 of reputed and approved make, including with outside surface with two coate of anticorrosive paint of approved brand and manufacture including required hire and labor charges fitting and accessories all completed for all depth of enginner-in- charge 250 mm nominal dia .
108Suppliying assembling lowering and fixing in vertical position in bore well ERWfe 410 Plainmild Slotted(Having slot Size 1.6/3.2 mm ) mild steel threaded and socketd/ plain bebel ended pipes(type A) of required dia confirming to IS 8110 of reputed and approved make having wall thickness not less than 7.1 mm including painted with outside surface with two coats of anticorrosive bitumestic paint of approved brand and manufactures including required hire and labour charges, fitting and accessories all complete for all depth as per direction of Engineer Incharge 250 mm nominal size dia .
109Gravel packing in tube well construction in accordance with IS 4097 including providing gravel fine/ medium/ coarse in required grading and size as per actual requirement all complete as per direction of Engineer Incharge.
110Development to tube well in accordance with IS: 2800(part 1) and IS:11189 to establish maximum rate of usable water yield without sand content ( beyond permissible limit) with required capacity air compressor, running the compressor for required time till well is fully developed measuring yield of well by “V” notch method or any other approved method, measuring static level & draw down etc. by step draw down method collecting water samples & getting tested in approved laboratory, i/c disinfection of tube well, all complete including required hire & labour charges of air compressor tools & accessories, etc. all, as per direction of Engineer-in-charge.
111Providing and fixing aluminum tower bolts ISI marked anodized (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete :
112150x10 mm
113200x10 mm
114Providing & Fixing Aluminium round shape handle (anodised AC 15) outer dia 100 mm
115Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embeddings in cement concrete block 30x10x15 cm 1:3:6 mix ( 1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size).
116Providing and fixing wooden moulded beading to door and window frames with iron screws, plugs and priming coat on unexposed surface etc. complete:
1172nd class teak wood50 x 12 mm
118Providing corrugated G. S. sheet roofing including vertical/curved surface fixed with polymer coated J or L hooks, bolts and nuts 8mm diameter with bitumen and G.I limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (upto any pitch in horizontal/vertical or curved surface)excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
1190.80 mm thick with zinc coating not less than 275 gram/m2
120Providing ridges or hips of width 60cm overall width plain G.S. sheets fixed with polymer coated J. or L hooks, bolts and nuts 8mm dia G.I. limpet and bitumen washers complete
1210.63 mm thick with zinc coating not less than 275 gram/m2
122Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm)
123Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (B Medium)
12420 mm dia. nominal bore
12525 mm dia. nominal bore
12650 mm dia. nominal bore
12765 mm dia. nominal bore
12880 mm dia. nominal bore
129100 mm dia. nominal bore
130150 mm dia nominal bore
131Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing Tee, including cutting and threading the pipe etc. complete
13225 to 40 mm nominal bore
13350 to 80 mm nominal bore
134Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket.
135400 mm dia pipes
136100 mm dia pipes
137Providing and laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes conforming to IS : 8329
138400 mm dia D.I K7 pipes
139100 mm dia pipes
140Providing and laying D.I. Specials of Class K-12 suitable for mechanical jointing as per IS : Upto 600 mm dia.
141Dismantling manually/ mechanically including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge: -
142Bituminous road.
143Preparation of subgrade by excavating earth to an average of 22.5 cm depth, dressing to camber and consolidation with road roller of 8-12 tonne capacity including making good the undulation etc. and disposal of surplus earth upto 50 meters.
144Providing and fixing of Water bars
145Cement, stone blocks, G.I. C.I., A.C., Stainless Steel & C.C. pipes below 100 mm dia and other heavy materials.Average Lead 10 Km
146Carriage of materials by mechanical transport including loading, unloading, stacking of materials - Sand, Aggregate below 40mm : for average lead 10 KM
147Carriage of materials by mechanical transport including loading, unloading, stacking of materials - Aggregate 40mm and above for average lead of 10 KM
148Providing and carrying out 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 switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. (excl. cost of conduit)
149Providing and carrying out circuit/ submain wiring along with earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. (excl. cost of conduit)
1502 x 1.5 sq. mm + 1 x 1.5 sq. mm earth wire
1512 x 2.5 sq. mm + 1 x2.5 sq. mm earth wire
15232mm wire
153Supplying and fixing following modular switch/ socket on the existing modular plates and switch box including connections but excluding modular plate extra (as required).
1545/6 A Switch
1553 Pin 5/6 A Socket Outlet
15615/16 A Switch
1576 Pin 15/16 A Socket Outlet
158Supply and fixing 2 Module stepped type electronic fan regulator on the existing Modular plate switch box including connections but excluding modular plate extra as required.
159Installation testing and commissioning of ceiling fan including wiring the down rod of standard length upto 13 cm with 1.5 sqm mm FRLS PVC insulated copper conductor single core cable extra as required.
160Numbering of ceiling fan/ exhaust fan/ Fluorescent fitting as required.
161Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required. Upto 400 mm sweep
162Providing and Fixing extra conduit down rod of 20mm dia 2x10 cm length wiring with 2x1.5 sqm mm FRLS PVC insulated copper conductor single core cable including painting extra as required.
163Providing and fixing following capacity TP&N disconnector fuse switch unit inside the existing panel board
16432A mm TP&N
16563A mm TP&N
166Supply and fixing following way, single pole and neutral, sheet, steel, MCB distribution board 240V, on surface/ recess complete with tinned copper bus, neutral bus bar ,earth bar, din bar interconnection powder painte included earthing etc as required (But without MCB/ RCCB/ isolator)
1676 Way, Double door
168Providing and installing 8w Round Led Ceiling Light Complete Job
169Providing and installing 200mm exhaust fan Suitable for Kitchen, Bathroom and office.
170Providing and installing electric ceiling fan 1200 mm BEE Star Rating Ceiling fan
171Supply, installation testing/commissioning including packaging, handling, transportation, storage of Spigot flange 400mm
172Supply, installation testing/commissioning including packaging, handling, transportation, storage of Spigot flange 200mm
173Supply, installation testing/commissioning including packaging, handling, transportation, storage of Spigot flange 150mm
174Supply, installation testing/commissioning including packaging, handling, transportation, storage of Spigot flange 100mm
175Supply, fitting & laying of DI double flanged enlarger 400x150mm
176Supply, fitting & laying of DI double flanged enlarger 400x100mm
177Supply, fitting & laying of DI Equal Tee of400x400x400mm
178Supply, fitting & laying of DI Equal Tee of400x400x200mm
179Supply, fitting & laying of DI Equal Tee of400x400x150mm
180Supply, fitting & laying of DI Equal Tee of400x400x100mm
181Supply, fitting & laying of DI double flanged 90° Bend 400mm
182Supply & Installation (including pacakagaging, handling, insurance, storage &inspection & Testing ay the manufacture\"s work) of Sluice Valve CI/ DI/ DF 400mm Flange drilled holes as per IS 14846
183Supply & Installation (including pacakagaging, handling, insurance, storage &inspection & Testing ay the manufacture\"s work) of Sluice Valve CI/ DI/ DF 200mm Flange drilled holes as per IS 14846
184Supply & Installation (including pacakagaging, handling, insurance, storage &inspection & Testing ay the manufacture\"s work) of Sluice Valve CI/ DI/ DF 150mm Flange drilled holes as per IS 14846
185Supply & Installation (including pacakagaging, handling, insurance, storage &inspection & Testing ay the manufacture\"s work) of Sluice Valve CI/ DI/ DF 100mm Flange drilled holes as per IS 14846
186Supply , installation ,testing & commissioning including packaging ,Handling,Transportation ,storages of submersible pump motor unit having cast irion body stain less steel impeller stainless steel shafts & capable of delivering 40000LPH 40 cum /Hr total head of 3250 M as per IS 1520 complete with induction motor of rating 30/40 KW/HP synchronous speed of 2900/300 pm totally enclosed fan cooled type suitable for 415 volts 15% 3 phase 50 HZ AC Supply of suitablefor the above pump coupled with flexible coupling including earthing as per relevent indian standared & specifications F Class insulation IP55.
187Supply fitting and laying of Double Flanged Enlarger 50 mm dia outlet size of pump
188Supply fitting and laying of DI Double flanged 90 Bend 80 mm
189Supply & Installation (including pacakagaging, handling, insurance, storage &inspection & Testing ay the manufacture\"s work) of Sluice Valve CI/ DI/ DF 50mm Flange drilled holes as per IS 14846
190Supply installation testing and commissioning including packaging ,Handling, Transportation,insurance storage and inspection & Testing at the manufactures works of DF/DI/CI Non Return valves single door with capcompletye with bolts nuts rubber insertion and flangs drilling holes as per IS 1538 etc valve as per IS 5312 PN 10 ND 50 MM
191EOT crane : Supply installation ,commissioning okaging Transportation and inspection & Testing of 3T capacity overhead monorall crane with Gaantry Mechanism complete in all respect as per 3177-1999 Location indoor span 3.6 mtr as per the relevent clauses in technical specification
192Supply ,Installation ,Testing & commissioning of Anti-Lightening copper conductor at top of crown of OHT Structure of approved quality complete 25 mm x5mm copper strip in 40 mm dia GI Pipes FRL Earth Electrode including connecton with Brass nut, bolt, spring,washer, excavation & refilling etc as required.
193Supply, installation ,testing & commissioning including packaging ,Handling,Transportation,storages and inspection & Testing at the manufacturing work\"s installation,testing & Commissioning at site of LT Panel IP 42 the board shall be painted after seven tank chemical shade;7035 Siemen gray, powder thickness should not less 60 micron 25x6 flat gasket provided inside door all indicating lights shall be LED types & 22.25mm push button.All digital meters shall be flush mounted, main frame 2mm CRCA and Door & cover 1.6 CRCA gland plate 3mm CRCA system voltage 415 V, 3 phase cable entry bottom colour RAL 7035, phase bus bar AL, neutral bus bar AL, complete electric panel with star delta starter 10 HP indicator 3 Nos bus bar 100 amps, changeover 100 amps, MCCB 150 amps.
194Supply , installation ,testing & commissioning of oil cooled distribution transform of capacity 100 KVA 3 phase input voltage, 23-V. cooling type. Oil cooled frequency .50 Hz.
195Supply installation testing and commissioning DG 63 KVA supply including packaging ,Handling, Transportation,insurance storage and inspection & Testing at the manufactures works,installation testing and commissioning at site of 3 phase, electric silent Gen sets consisting of water cooled diesel engine, producing required BHP inder normal temperature pressure condition having four cylinders, 12 volt electric start arrangement, naturally aspirated coupled to 100 KVA , 3 phase, 415 V, 0.8 power factor, 50 Hz alternators on a common base frame complete wuth control panels, starting battery with leds, fuel tank & sound proof acoustic inclosure & other accessories of flowing capacities. The display unit meters of panel & alternator control system should be digital with RS 485 part for commmunication to PLC/ SCADA.
196Supply & installation (including packaging, insurance storage and inspection & Testing at the manufactures works) of 3 Phase servo stablizer of capacity 100 KVA with automatic type with input voltage range 180-460 volts, power factor 0.8, output voltage 415 volts ± 1%.
197Supply installation testing and commissioning as per IS; 3043 with coating thickness 80-100 usage / application grounding, earthing, model thickness 2mm.
198Cable HT: Supply & laying including packaging ,Handling, Transportation,insurance storage and inspection & Testing and commissioning at site of XLPE 11 KV, HT Cable & Terminations (E),XLPE AL. Cables insulated sheathed armored cable with aluminium conductor of required size 11 KV, XLPE, Cu. Ar.(UE) 3Cx 35 sqmm.{from service line Transformer}
1991. 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 switch, modular plate, suitable GI box etc. as required Quantity 30 Nos. 02Supplying & fixing suitable size G.I box with modular plate & cover infront on surface or in recess including providing & fixing 3 Pin, 5-6 amps modular sockets outlet & 5-6 amps modular type switch, connection, painting etc, as required quantity 2 Nos.03.Supplying & fixing 3 Pin, 5-6 amps modular sockets outlet & 5-6 amps modular type switch/socket on the existing modular plate & switch box including connection but excluding modular plate etc. as required quantity 2 Nos.4. Supplying & fixing 20 amps 240 volt, SPN industrial type, socket outlet, with two pole & earth metal enclosed plug top along with 20 amp \"C\" series, SP, MCB in sheet steel enclosure on surface or in recess with chained metal cover for socket out let & complete with connections testing & commissioning etc as required quantity 2 Nos.
200Providing and applying Poliymer Modified flexible cementationus negative side water proffing coating with elastic water proofing polymers on interior wall plaster surface in three coats @14.35 kg/10 sqm one coat of self primiming of cementation waterproffing polymer diluction with water in the ration of 1;1 and two coat of cementatiouswaterproffing polymer diluction with water in the ration of 3:1 after scrapping and properly cleaning the surface to the remove pre-existing paint film andloose partricles till plaster is visibal complete in all respect as per the direction of enginner
201Maintanceperiodfor 03 years

AI Tender Summary

OUR REF NO 49611780
AUTHORITY Government Departments
TENDER VALUE 6.98 Crore
LAST DATE 17-06-2025
Authority
Authority Name Public Health Engineering Department
Work Description Construction of successful testing and commissioning of 0.70 Lac Gallons Capacity OHT,Providing, Laying and Fitting of pipes, Const. of RCC Dome for Existing SR , Const. Of 02 No Tube Wells, Const. of Chamber at Junction,Const. of Panel cum Operator Quarter 2 Nos,Const. Of Operator Quarter at OHT Site, Repair Of ExistingSluice Chamber, Const. of DG Plateforms at OHT Site & Tube Well Site,Const. of Approach Path and Electromechanical components for Qazigund Town under (AMRUT 2.0)
Basic Detail
Tender No NIT No 05 OF 2025-26
Bidding Type Tender
Location
City qazigund
State Jammu And Kashmir
Key Dates
Publish Date 11 Jun 2025
Submission Date 17 Jun 2025
Open Date 17 Jun 2025
Finance
Tender Value 6.98 Crore
Tender Fee 1000
EMD 13.96 Lakhs
Exemption Not Available
Document List
Tendernotice_1.pdf
58688f87-8f9a-4355-85f0-c4dbe17bdca9.html
BOQ_854914.xls

Unlock Full AI Tender Summary

Get instant access to the complete AI-generated analysis — scope, eligibility, timeline & more.

Instant Access Secure Free
Your details are secure and used only for document delivery.

Tender Timeline

Jun 11, 2025
11:30 IST

Tender Published

Tender notice published.

Completed
Jun 17, 2025
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Jun 17, 2025

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

Download All (ZIP) ↓
pdf

Tendernotice_1.pdf

html

58688f87-8f9a-4355-85f0-c4dbe17bdca9.html

xls

BOQ_854914.xls

Disclaimer

We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender

TenderDetail
Loading tenders