Housing Urban and Rular Development Government Departments Closing in 9 days TDR #57586720

Tender For Upgradation Of Chief Animal Husbandry Office/Poultry Development Office Poonch,Tehsil Haveli.District Poonch.Civil Work Aaa:- Director Department Of Animal Husbandry Jammu Order No:-63-Dahj Of 2025-26 Dated:- 18-11-2025

Issued by Government Departments · Poonch, Jammu and Kashmir
Tender Value
1.15 Crore
Estimated cost
Bid Submission
05 Oct 2026
9 days left
EMD
2.31 Lakhs
Bank guarantee accepted
Document Fee
3000
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Tender for Upgradation Of Chief Animal Husbandry Office/Poultry Development Office Poonch,Tehsil Haveli.District Poonch.Civil Work Aaa:- Director Department Of Animal Husbandry Jammu Order No:-63-Dahj Of 2025-26 Dated:- 18-11-2025

BOQ

Name of Work:- Upgradation of Chief Animal Husbandry Office/Poultry Development Office Poonch,Tehsil Haveli.District Poonch.CIVIL WORK AAA:- Director Department of Animal Husbandry Jammu Order No:-63-DAHJ OF 2025-26 Dated:- 18-11-2025
Sl. No. Item Description
1Earth 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 m Sq. 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 :
2Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked material : All kinds of soil :
3Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each depositedlayer by ramming and watering, lead upto 50 m and lift upto 1.5 m.
4Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete
5Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand :6 graded stone aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth and curing complete
6Providing 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:1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
7Providing 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:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
8Providing 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:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size)
9Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering- All work upto plinth level.1:4:8 (1 cement: 4 coarse sand: 8 graded stone aggregate 40mm nominal size)
10Providing 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)
11Reinforced 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.1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
12Reinforced 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 5.3.1 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
13Reinforced 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)
14Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete Thermo-Mechanically Treated bars of grade Fe-500D or more.
15Centering and shuttering including strutting, propping etc. and removal of form for:
16Foundations, footings, bases of columns etc. for mass concrete.
17Columns, pillars, piers, abutments, posts and struts.
18Lintel, beams, plinth beams, girders, bressumers and cantilevers.
19Suspended floors, roofs, landings, balconies and access platforms.
20Edges of slabs and breaks in floors and wallsUnder 20 cm wide
21Stairs (excluding landings) except spiral staircases.
22Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in :1.4 Cement mortar 1:4 ( 1 cement : 4 coarse sand)
23Extra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level
24Half brick masonry with common burnt clay (non-modular) bricks of class designation 7.5 in superstructure above plinth level upto floor V level :Cement mortar 1:4 ( 1 cement : 4 coarse sand)
25Extra for half Brick masonry in superstructure above plinth level upto floor V level.
26Extra for providing and placing in position 2 Nos. 6mm dia. M.S. bars at every third course of half brick masonry.
27Coursed Rubble Masonry with hard stone in foundation and plinth and curing complete with:Cement mortar 1:6 (1 Cement : 6 coarse Sand).2nd Sort
28Providing 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, shadesexcept 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 pointingin white cement mixed with pigment of matching shade complete.
29Providing 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 fasteners shall be paid for separately):Sal wood
30Providing and fixing factory made UPVC door frame made of UPVC extruded,section having an overall dimension, as below (tolerance+/-1mm with wall thickness 2.0mm +/-0.2mm, corners of the door frame to be joined withgalvanized brackets and stainless steel screws, joint mitred and plastic welded.The hinges side vertical of the frames reinforced by galvanized MS tube of size19x19mm and 1mm +/-0.1mm wall thickness and three numbers stainless steel hinges fixed to the frame complete as per manufacturers’ specifications anddirection of engineer-in-charge).Extruded section profile size 42x50mm
31Providing and fixing to existing door frames30mm thick factory made PVC door shutters made of styles and rails of a UPVC hollow section of size 60x30mm and wall thickness 2mm +/-0.2mm with inbuilt decorative moulding edging on one sides. The styles and rails mitred and joined at the corners and by means of MS galvanized/plastic brackets of size 75x220mm having wall thickness 1.0mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanized MS tube ofsize 25x20mm and 1mm +/-0.1mm wall thickness. The lock rail made up of ‘H’ section, a UPVC hollow section of size 100x30mm and 2mm +/-0.2mm wall thickness fixed to the shutter styles by means of plastic/galvanized MS ‘U’cleats. The shutter frame filled with UPVC multi-chambered single panels of size not less than 620mm, having over- all thickness of 20mm and 1mm +/-0.1mm wall thickness. The pannels filled vertically and tie bar at two places by inserting horizontally 6mm galvanized MS rod and fastened with nuts and washers, complete as per manufacturers’ specification and direction of engineer-in-charge
32Providing and fixing 35mm thick 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. (Note: -Butt hinges and necessary screws shall be paid separately).First class kail wood
33Providing 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.Float glass panes5.0 mm thick glass pane (weighing not less than 12.50 kg/sqm)
34Providing 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.Fly proof stainless steel grade 304 wire gauge with 0.5 mm dia wire and 1.4 mm wide aperture with matching wood beading
35Providing and fixing 35mm thick ISI marked flush door shutters conforming to IS: 2202 (Part I) decorative type, core of block board construction with frame of 1st classhard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. With ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws
36Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured)
37Extra for cutting rebate in flush door shutters (Total area of the shutter to be measured).
38Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc including priming coat with approved steel primer all complete.Fixed to openings / wooden frames with rawl plugs screws etc.
39Providing 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).
40Providing and fixing bright finished brass door latch with necessary screws etc.complete. :300x16x5 mm
41Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete. :250x10 mm
42Providing and fixing bright finished brass handles with screws etc. complete :125 mm
43Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete
44Structural 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.Riveted and bolted
45Steel 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
46Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying primin
47Providing and laying matt finished vitrified tile of specified size having water absorption less than 0.5% and conforming to IS: 15622 of approved make in all colours and shades in outdoor floors such as footpath, court yard multi models etc., laid on 20mm thick base of cement mortar 1:4 (1cement: 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as direction of Engineer-in-Charge.300x300x9.8 mm
48Providing and laying Vitrified tiles in floor with different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS: 15622, of approved brand and manufacturer, in all colours and shades, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS:15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately).Size of tile 600x600 mm
49Providing and laying Vitrified 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 brand & manufacturer, in all colours and shades, in skirting, riser of steps, laid with cement basedhigh polymer modified quick set tile adhesive (water based) conforming to IS: 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately).Size of tile 600x600 mm
50Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slabover 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and asdirected by the Engineer-in-Charge.Polished Granite stone slab jet Black, Cherry Red, EliteBrown, Cat Eye or equivalent
51Stone tile work for wall lining upto 10m height with special adhesive like araldite or equivalent over 12mm thick bed of cement mortar 1: 3 (1 cement : 3 coarse sand) including pointing in white cement with an admixture of pigment to match the stone shade.8mm thick (mirror polished and machine cut edges)Granite stone of any colour and shade
52Providing edge moulding to 18 mm/16 mm thick marble stone counters, Vanities etc.including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge.Granite Work
5312mm Cement plaster of mix:1 : 6 ( 1 cement : 6 fine sand)
5415mm Cement plaster on the rough side of single or half brick wall of mix:1 : 6 ( 1 cement : 6 fine sand)
556 mm cement plaster to ceiling of mix 1 : 3 (1 cement : 3 fine sand)
56Providing and applying white cement based putty of specified thickness,of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.2 mm thick
57Applying priming coats with primer of approved brand and manufacture,having low VOC (Volatile Organic Compound) content.With water thinnable cement primer on wall surface having VOC content less than 50 grams/liter
58Distempering with 1st quality acrylic distemper, having VOC (Volatile Organic Compound) content less than 50 grams/ liter, of approved brand and manufacture, including applying additional coats wherever required,to achieve even shade and colour.Two coats
59Finishing wall with premium acrylic smooth exterior paint with silicone additives of required shade on New work (two or more coats applied @1.43 liter/10sqm over and including priming coat of water exterior paint applied @ 2.20kg/10sqm)
60Painting with synthetic enamel paint of approved brand and manufacture to give an even shade.Two or more coats on new work
61Repair to plaster of thickness 12mm to 20 mm in patches of area 2.5sqm and under, including cutting the patch in proper shape, raking out joints and preparing plastering the wall surface with white cement based polymer modified self curing mortar, including disposal of rubbish, all complete as per the direction of Engineer-In-Charge
62Renewing glass panes, with putty and nails wherever necessary including raking out old putty :Float glass panes of thickness 4.0 mm(weight not less than10kg/sqm)
63Supplying and fixing new wooden fillets wherever necessary :2nd class teak wood fillets
64Cleaning of terrace/loft water storage tank (inside surface area) upto2000 litre capacity at all heights with coconut brushes, duster etc., removal of silt, rubbish from the tank and cleaning the tank with fresh water disinfecting with bleaching powder @ 0.5gm per litre capacity of tank including marking the date of cleaning on the side of tank body with the help of stencil and paint and disposing of malba all complete as per direction of Engineer-in-Charge. (The old date already written on tank should be removed with paint remover or black paint and if date is not written with the stencil or old date is not removed deduction will be made @ Rs. 0.10 per litre) (if during cleaning any GI fittings or ball cock is damaged that is to be repaired by contractor at his own cost and nothing extra will be paid on this account)
65Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS:277 and consisting of angle cleats of size 25 mmwidex1.6mm thick with flanges of 27mm and 37 mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x40mm long with 6 mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.5mm of required length with nuts & bolts of required size and other end of angle hanger fixed with G.I. channels 45x15x0.9 mm running at the spacing of 1200 centre to centre, to which the ceiling section 0.5mm thick bottom wedge of 80mm with tapered flanges of 26 mm each having clips of 10.5 mm at 450mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64mm diaX230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5mm thick 27mm high having flanges of 20mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre to centre, with 25mm long drive-all screws
66230 mm interval ,including fixing of gypsum board/calcium silicate board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5x25mm at 230mm c/c, including jointing and finishing to a flush finish of tapered and squareedges of the gypsum board with recommended jointing compound,jointing tapes, finishing with jointing compound in 3 layers covering upto150mm on both sides of joint and two coats of primer suitable for board,all as per manufacturers’ specification and also including the cost of making openings for light fittings, grills diffusers, cutouts made with frame of perimeter channels suitably fixed all complete as per drawing and specification and direction of the Engineer-in-Charge but excluding thecost of painting with:12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095-Part 1 : 2011 (Board with BIS certification marks)
67Panelling of PVC on walls of conference hall, design and pattern as approved by engineer in charge. Inclusive of materail , adhesive, clamps, hardware, and installation.
68Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand complete all as per direction of Engineer-in-Charge.80 mm thick C.C. paver block of M-30 grade with approved color design and pattern.
69Providing and laying at or near ground level factory made kerb stone of M-25 grade cement in position to the required line, level and curvature jointed with cement mortar 1:3 (1 cement: 3 coarse sand) including making joints with or without grooves (thickness of the joints except at sharp curve shall not to be more than 5mm) including making drainage opening wherever required complete etc. as per direction of Engineer-incharge (length of finished kerb edging shall be measured for payment).(Precast C.C. kerb stone shall be approved by Engineer-in-charge).
70Providing and fixing inagurataion stone of granite(Size 3'-0\\"x2'-0\\") incl.engraving writing and fixing in wall including construction ofPedestal complete job
71Providing & laying water proofing treatment to vertical and horizontal surfaces of depressed portions of W.C., kitchen & the like consisting of: (i) Ist course of applying cement slurry @ 4.4 kg/sqm mixed with water proofing compound conforming to IS 2645 in recommended proportions including rounding off junction of vertical and horizontal surface.(ii) IInd course of 20 mm cement plaster 1:3 (1 cement: 3 coarse sand) mixed with water proofing compound in recommended proportion including rounding off junction of vertical and horizontal surface.(iii) IIIrd course of applying blown or residual bitumen applied hot at 1.7 kg. Per sqm of area.(iv) IVth course of 400 micron thick PVC sheet. (Overlaps at joints of PVC sheet should be 100 mm wide and pasted to each other with bitumen @ 1.7 kg/sqm).
72Providing and laying integral cement based water proofing treatment including preparation of surfaces as required for treatment of roofs,balconies, terraces etc consisting of following operations.a) Applying a slurry coat of neat cement using 2.75kg/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 25mm 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 20mm 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 Engineerin-charge to required slope and treating similarly the adjoining walls upto 300mm height including rounding of Junctions of walls and slabs)c) After two days of proper curing applying a second coat of cement slurry using 2.75kg/sqm of cement admixed with water proofing compound conforming to IS 2645 and approved by Engineer-in-charge.d) finishing the surface with 20mm thick joint less cement mortar of mix1:4(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 andfinally finishing the surface with trowel with neat cement slurry andmaking pattern of 300x300mm/sq 3mm deep.e) The whole terrace so finished shall be flooded with water for aminimum period of two weeks for curing and for final test. All aboveoperations to be done in order and as directed and specified by Engineerin-charge.23.7.1 With average thickness of 120mm and minimum thickness atkhurra as 65 mm
73Carriage of material by M.T incl loading/unloading & stacking complete
74Sand for Brick work and Plaster avg. lead 210 km by MT
75Sand /Stone agg. below 40 mm nominal size avg. lead 10km by MT
76Stone agg. above 40 mm nominal size avg. lead 10 km by MT
77Bricks for an avg. lead 200 km by MT
78PLUMBING SYSTEMSUB HEAD -I :SANITARY FIXTURES
79Providing and fixing white vitreous china pedestal type water closet(European type) with seat and lid , 10 liter low level white vitreous chinaflushing 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:W.C. pan with ISI marked white solid plastic seat and lid.
80Providing and fixing white vitreous china water closet squatting pan (Indian type)Orissa pattern W.C. pan of size 580x440 mm
81Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required:-(a) White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer
82Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings.
83Providing and fixing white vitreous china battery based infrared sensor operated urinal of approx size 610x390x370mm having pre & post flusing with water (250ml& 500ml consumption) having water inlet from back side including fixing to wall with suitable brackets all as per manufactures specification and direction of Engineer-in-charge.
84Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C waste fittings complete:Semi rigid pipe. 40 mm dia
85Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing.Rectangular shape 1500x450 mm
86Providing and fixing toilet paper holder. C.P. brass
87Providing and fixing PTMT soap dish holder having length of 138mm,breadth 102mm, height of 75mm with concealed fitting arrangements,weighing not less than 106gms.
88Providing and fixing PTMT towel ring trapezoidal shape 215 mm long,200 mm wide with a minimum distance of 37 mm from wall face with concealed fittings arrangements of approved quality and colour, weighingnot less than 88 gms.
89Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to European type W.C. Of quality and make as approved by Engineer - in - charge.
90Providing and fixing 15 mm nominal bore C.P. brass bib cock of approved quality conforming to IS : 8931
91Providing and fixing 15 mm nominal bore C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms
92Providing and fixing 15 mm nominal bore C.P. stop cock (concealed) of standard design and of approved make conforming to IS : 8931
93Providing and fixing 15 mm nominal bore C.P. brass angle valve for basin mixer and geyser points of approved make conforming to IS : 8931
94Providing and fixing on wall face un-plasticized 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
9575 mm diametre
96110 mm diametre
97Providing and fixing on wall face un-plasticized - PVC moulded fittings/accessories for un plasticized 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.Coupler
9875 mm
99110 mm
100Bend 87.5°
10175 mm bend
102110 mm bend
103Shoe (plain)
10475 mm shoe
105110 mm shoe
106Providing and fixing of Floor Traps 110mm with double chrome plated cover one grated and one closed and all other fitting required.Makes:-Astral/SFMC/Finolex
107Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement: 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5coarse sand (zone- III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarsesand (zone- III) : 8 graded stone aggregate 40 mm nominal size),inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3coarse sand) finished with floating coat of neat cement and making channels in cement concrete1:2:4 (1 cement : 2 coarse sand : 4graded stone aggregate 20 mm nominal size) finished with a floatingcoat of neat cement complete as per standard design :Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
108Supply installation of PVC Gully Trap of size 110mm
109Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,having thermal stability for hot and cold water supply, including all CPVC plain and brass threaded fittings. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer-in-charge.Internal work Concealed fixing the pipe with clamps at 1.00 meter spacing including cutting chases and making good the wall etc.
11015mm nominal outer dia pipes.
11120mm nominal outer dia pipes.
11225mm nominal outer dia pipes.
113Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,having thermal stability for hot and cold water supply, including all CPVC plain and brass threaded fittings. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer-in-charge.External work including trenching, refilling etc.
11440mm nominal outer dia pipes.
115Providing and Fixing unplasticised PVC connection pipe with brass unions.45cm length.15mm nominal bore
116Cutting holes up to 30x30 cm in walls including making good the same:With common burnt clay (non modular) bricks
117Providing and Fixing full way lever operated forged brass ball valve of brass body with forged brass hard chrome plated steel ball tested to a pressure not less that 16kg/sqcm with threaded/flanged joints complete with nuts bolts,gaskets washers etc
11825mm Diameter
11932mm Diameter
120Making soak pit 2.5 m diameter 3.0 meter deep with 45x45 cm dry brick honey comb shaft with common burnt clay (non modular) bricks of class designation 7.5 bricks and S.W. drain pipe 100 mm diameter, 1.8 m longcomplete as per standard design.
121Providing 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
122Supply installation testing and commissing of water pump with a Discharge of 6.0 Cu.m/hr @ Head of 45 Meters complete with all accessories including header pipes allied materials and control panels
123UG WATER TANK AND SEPTIC TANK
124Earth 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 m Sq. 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 :
125Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked material : All kinds of soil :
126Providing 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:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size)
127Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering- All work upto plinth level.1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size)
128Providing 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 level1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
129Providing 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 level1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
130Reinforced 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 5.3.1 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
131Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete Thermo-Mechanically Treated bars of grade Fe-500D or more.
132Centering and shuttering including strutting, propping etc. and removal of form for:
133Foundations, footings, bases of columns etc. for mass concrete.
134Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
135Suspended floors, roofs, landings, balconies and access platforms.
136Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in :1.4 Cement mortar 1:4 ( 1 cement : 4 coarse sand)
137Half brick masonry with common burnt clay (non-modular) bricks of class designation 7.5 in superstructure above plinth level upto floor V level :Cement mortar 1:3 ( 1 cement : 3 coarse sand)
138Extra for providing and placing in position 2 Nos. 6mm dia. M.S. bars at every third course of half brick masonry.
13912mm Cement plaster of mix:1 : 6 ( 1 cement : 6 fine sand)
140Carriage of material by M.T incl loading/unloading & stacking complete
141Sand /Stone agg. below 40 mm nominal size avg. lead 10km by MT
142Stone agg. above 40 mm nominal size avg. lead 10 km by MT
143Bricks for an avg. lead 200 km by MT
144Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-incharge: 1:3:6 or richer mix (i/c equivalent design mix)
145Demolishing 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.
146Demolishing brick work manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge:In cement mortar
147Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 meters lead :Of area of 3 sqm. and below
148Building Rubbish avg. lead 05 km by MT Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57586720
AUTHORITY Government Departments
TENDER VALUE 1.15 Crore
LAST DATE 05-10-2026
Authority
Authority Name Public Works Department
Work Description Tender for Upgradation Of Chief Animal Husbandry Office/Poultry Development Office Poonch,Tehsil Haveli.District Poonch.Civil Work Aaa:- Director Department Of Animal Husbandry Jammu Order No:-63-Dahj Of 2025-26 Dated:- 18-11-2025
Basic Detail
Tender No e-NIT No.110/2026-27 dated 18-09-2026
Bidding Type Tender
Location
City Poonch
State Jammu and Kashmir
Key Dates
Publish Date 18 Sep 2026
Submission Date 05 Oct 2026
Open Date 06 Oct 2026
Finance
Tender Value 1.15 Crore
Tender Fee 3000
EMD 2.31 Lakhs
Exemption Available
Document List
39a5b8c1-3629-4061-8e42-208546756782.html
BOQ_1097903.xls
Tendernotice_1 (20).pdf
Tendernotice_2.pdf

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Tender Timeline

Sep 18, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Oct 05, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 9 days
Oct 06, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 10 days

Tender Documents

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html

39a5b8c1-3629-4061-8e42-208546756782.html

xls

BOQ_1097903.xls

pdf

Tendernotice_1 (20).pdf

pdf

Tendernotice_2.pdf

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