Housing Urban and Rular Development Government Departments Closing in 11 days TDR #56413107

Tender For Construction Of Tso Office, Fcs&Ca Akhnoor And Modermization Of Existing Food Store At Akhnoor ( Civil Works)

Issued by Government Departments · Jammu, Jammu and Kashmir
Tender Value
77 Lakhs
Estimated cost
Bid Submission
23 Jul 2026
11 days left
EMD
1.54 Lakhs
Bank guarantee accepted
Document Fee
1500
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Tender for Construction Of Tso Office, Fcs&Ca Akhnoor And Modermization Of Existing Food Store At Akhnoor ( Civil Works)

BOQ

Name of Work:- Construction of TSO Office, FCS&CA Akhnoor and Modermization of Existing Food Store at Akhnoor ( Civil Works)
Sl. No. Item Description
1Demolishing 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
2Demolishing Cement concrete manually/ by mech. Means incl. disposal of material within 50 mtrs leadas per direction in charge of engg in charge in 1:3:6 or richer mix
3Earth work in excavation by manual means 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 in all kinds of soil.
4Reinforced 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
5Extra for half Brick masonry in superstructure above plinth level upto floor V level.
6Tile brick masonry with common burnt clay tile bricks of class designation 10 in foundation and plinth including curing complete in: Cement mortar 1:4 (1 cement : 4 coarse sand)
7Extra for tile bricks masonry with common burnt clay tile bricks in superstructure above plinth level upto floor five level.
812mm Cement plaster of mix: 1 : 4 ( 1 cement : 4 fine sand)
9Providing and applying white cement based putty of specified thickness,of approved brand and manufacturer, over the plastered wall surface toprepare the surface even and smooth complete. 2 mm thick
10Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface.
11Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting , hoisting , fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.
12Applying priming coat: With ready mixed red oxide Zinc Chromate primer of approved brand and manufacture on steel galvanized iron/steel works
13Providing 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 ofinter 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 sweepingextra 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.
14Earth 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 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge in all kind of soil.
15Extra for every additional lift of 1.5 M or part therefore in all kinds of soil.
16Surface 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.
17Providing 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:1:5:10
18Providing 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.1:1.5:3
19Excavating, supplying and filling of local earth (including royalty)by mechanical transport upto a lead of 5 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.
20Reinforced 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 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
21Providing 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)
22Providing and laying DPC 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size) and curing complete.
23Applying a coat of residual petroleum bitumen of grade VG-10 of approved quality using 1.7 kg per square meter on damp proof courses after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil.
24Brick work with common burnt clay (non modular) bricks of class designation 7.5 in cement mortar 1:6 (1 cement : 6 fine sand).
25Extra for brick work in super structure above plinth level upto floor V-level.
26Reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete TMT bars. ((Thermo-Mechanically Treated bars of grade Fe-500D or more.))
27Half brick masonry with commonburnt clay (non-modular) bricks ofclass designation 7.5 in foundationsand plinth including curing in :Cement mortar 1:4 ( 1 cement : 4coarse sand)
286 mm cement plaster to ceiling of mix 1 : 3 (1 cement : 3 fine sand)
2912mm cement plaster in fine sand of mix 1:6 (1 cement : 6 fine sand).
3015mm cement plaster on the rough side of single or half brick wall of mix 1:6 (1 cement : 6 fine sand).
31Add for plaster drip course/grooves in plastered surface or moulding to R.C.C. Projections.
32Filling 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 Mt & lift upto 1.50M.
33Providing 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 :2coarse sand: 4 graded stone aggregate 20 mm nominal size)
34Making plinth protection 50mm thick cement concrete 1:3:6 (1 cement : 3 course sand : 6 graded stone aggregate 20mm 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 crushed.
35Centering and shuttering including strutting, propping etc. and removal of form work for :-
36Foundations, footings, bases of columns.
37Columns, pillars, piers.
38Lintels, beams, plinth beams.
39Suspended floors, roofs, landings and access platforms
40Edges of slabs and breaks in floors and walls upto 20cm wide.
41Providing and laying integral cement based water proofing treatment including preparation of surfaces as required for treatment of roofs, balconies, terraces etc. (Make Armocreate of SWC Chryso France) consisting of (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 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 admixed with water proofing compound conforming to IS 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining was upto 300mm height including rounding of junction of walls and slaps.(c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg / sqm of cement admixed with water proofing compound conforming to IS 2645 and approved by Engineer-in-charge. (iv) Finishing the surface with 20mm thick joint less cement mortar of mix 1: 4 admixed with water proofing compound conforming to IS 2645 and approved by Engineer-in-charge including laying glass fiber cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300mm / sq 3mm deep. (e) The whole terrace so finished shall be flooded with water far 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 Engineer-in-charge. With average thickness of 120mm and minimum thickness at khurras as 65mm
42Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement: 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete.
43Providing and laying FULL TYPE vitrified floor tiles 600x600 mm (in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622 of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1cement :4 coarse sand) including grouting the joints with white cement and matching pigments etc. complete
44Providing and laying 16mm thick Granite of any colour and shape (area of slab over 0.5 Sqm) gang saw cut mirror polished (pre moulded and pre polished), machine cut for kitchen platform, vanity counters window sills facias and similar locations of required size of approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1 cement : 4 coarse sand) with joints treated treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing moulding and polishing to edge to give high gloss finish etc. complete at all levels.
45Providing and fixing ceramic glazed floor tiles (non-skidding) 300x300mm (thickness to be specified by the manufactures) of Ist quality conforming to IS : 13755 of NITCO, ORIENT, SOMANY, KAJARIA or equivalent make in colour such as white, Ivory, Grey, Fume Red, Brown laid on 20mm thick bed of cement mortar 1:4 (1 cement : 4 coarse sand) including pointing the joints with white cement and matching pigment etc. complete.
46Providing and fixing panelled or panelled and glazed shutters for doors,windows and clerestory windows fixing with butt hinges of required size withnecessary screws, excluding panelling which will be paid for separately, allcomplete as per direction of Engineer-in-charge. second Class deodar Wood 35 mm thick
47Providing and fixing PRM Quality Ceramic Glazed wall tiles of Size 300x600 mm 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.
48Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast or with dash fasteners of required dia and length (hold fast lugs or with dash fasteners shall be paid for separately) sal wood
49Providing and fixing panelling or panelling and glazing in panelled or panelledand glazed shutters for doors, windows and clerestory windows (Area ofopening for panel inserts excluding portion inside grooves or rebates to bemeasured). Panelling for panelled or panelled and glazed shutters 25 mm to 40mm thick. 5.0 mm thick glass pane (weighing not less than 12.50 kg/sqm)
50Providing and fixing glazed shutters for doors, windows and clerestory windowsusing 4mm thick float glass panes including ISI marked M.S. pressed butthinges bright finished of required size with necessary screws. Second class deodar wood
51Providing and fixing wire gauze shutters using galvanized M.S. wire gauze ofaverage width for aperture 1.4 mm in both directions with wire of dia. 0.63 mmfor doors, windows and clerestory windows with ISI marked M.S. pressed butthinges bright finished of required size with necessary screws as per direction ofEngineer-in-charge : Second class deodar wood
52Providing 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 approvedsteel primer all complete.Fixed to openings / wooden frames with rawl plugs screws etc.
53Providing and fixing ISI marked oxidized M.S. tower bolt black finish, (Barrel type) with necessary screws etc complete.
54100x10mm.
55150x10mm.
56200x10mm.
57Providing and fixing bright /matt finished Stainless Steel handles of approved quality & make with necessary screws etc all complete.
58100mm.
59125 mm.
60Providing and fixing aluminium sliding door 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. 250 x 16mm.
61Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade on New work (two or more coats) over and including priming coat with water thinnable cement primer
62Providing and applying white cement based putty of specified thickness,of approved brand and manufacturer, over the plastered wall surface toprepare the surface even and smooth complete. 1 mm thick
63Finishing walls with acrylic smooth exterior paint of required shade onNew work (Two or more coats applied @ 1.67 liter/10sqm over andincluding priming coat of exterior primer applied @ 2.20kg/10sqm)
64Painting with synthetic enamel paint on steel work of approved brand and manufacture to give an even shade.Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture.
65Steel 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, ladders, railings, brackets, gates and similar work.
66Providing and fixing on wall face unplasticised-Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10mm gap for thermal expansion. Single socketed pipes of 110mm diameter.
67Providing 40x5 mm flat iron hold fast40 cm long including fixing to framewith 10 mm diameter bolts, nuts andwooden plugs and embeddings in cement concrete block 30x10x15 cm1:3:6 mix ( 1 cement : 3 coarse sand :6 graded stone aggregate 20 mmnominal size).
68Providing and fixing aluminumhanging floor door stopper, ISImarked, anodized (anodic coatingnot less than grade AC 10 as per IS :1868) transparent or dyed torequired colour or shade withnecessary screws etc. complete : Twinrubber stopper
69Providing and fixing aluminum casement stays, ISI marked, anodized (anodiccoating not less than grade AC 10 as per IS : 1868) transparent or dyed torequired colour or shade with necessary screws etc. complete :
70Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diametre and weighing not less than 440 grams.
71Providing and fixing of glass panesweighing 12.50 kg/sqm (4.0mm thick)with deodar wood fillets.
72Providing 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.
73Providing 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
74Providing 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 :18.11.2 Kitchen sink without drain board 610x460mm bowl depth 200mm
75Providing and fixing, testing andcommissioning of C.P brass Sinkmixer with regular swinging spout(wall mounted model) withconnecting legs and wall flangescomplete as required and makinggood as per direction of Engineer-in-charge
76Providing & fixing C.P. hand spraywith lever control (health faucet) andflexible hose 1 m long connectionwith C.P. holder for hand spraycomplete in all respects as perdirection of Engineer-Incharge.
77Providing and fixing 600x450 mm beveled edge mirror of superior glass(of approved quality) complete with 6 mm thick hard board ground fixedto wooden cleats with C.P. brass screws and washers complete
78Providing and fixing heavy class SS grating plane floor trap and setting in floor with cement mortar to matach the floor finish as per direction of Engineer-in-charge (size 100mm dia) ISI marked.
79Providing and fixing C.P. brass angle valve of approved quality
8015 mm dia. nominal bore (Medium)
81Providing and fixing ball valve (brass) of approved quality, High or low pressure, complete compatable to connection with pipe as per the direction of Engineer Incharge.
8215 mm dia. nominal bore (Medium)
8320 mm dia. nominal bore (Medium)
8425 mm dia. nominal bore (Medium)
85Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. External Work.
8615 mm dia. nominal bore (Medium)
8720 mm dia. nominal bore (Medium)
8825 mm dia. nominal bore (Medium)
89Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc.: Internal work.
9015 mm dia. nominal bore (Medium)
9120 mm dia. nominal bore (Medium)
92Providing and fixing brass stop cock of approved quality.
9315 mm nominal bore
9420 mm nominal bore
95Making 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
9625 to 40 mm nominal bore
97Providing & fixing C.P. brass robe hook fixed to wall/door with plastic rawl plugs and C.P brass screws including cutting and making good the walls wherever required asper direction of Engineer-Incharge.
98P/F of Soap Dish Holder with allfittings as per direction of Engineer-in-charge
99\\"Providing and fixing brass towel Ring Round with Round Flenge ofapproved make complete with all fittings
100Making 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 long complete as per standard design.
101Providing and fixing 15 mm nominal bore C.P. brass bib cock of approved quality conforming to IS : 8931
102Providing 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
103Constructing brick masonry manhole in cement mortar 1:4 : including C.I. cover with frame (light duty) complete job
104size60x60 cm
105size 30x30 cm
106Providing and placing on terrace (at all floor levels) polyethylene waterstorage tank ISI : 12701 marked, with cover and suitable lockingarrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank
107Supply, assembly, erection, testing and commissioning of pumping system comprising the 1 HP Crompton Mini Master Water Motor .
108Labour engaged for Scrapping of old damaged plaster in patches
1094 labourers for 2 days
110Welders/ Helpers Engaged for repairing of Door/Window Frames and removing of damaged GI sheets incl. hire charges of welding machines and cost of welding rods.
111Welder
112Helper
113Carpenters engaged for minor repairing of doors, windows etc
1142 no. carpenters for 3days
115Dismantling tile work
116Dismantling doors, windows and clerestory windows (steel or wood)shutter including chowkhats, architrave, holdfasts etc. complete andstacking within 50 meters lead :Of area of 3 sqm. and below
117Taking out doors, windows and clerestory window shutters (steel or wood)including stacking within 50 meters lead :15.13.1 Of area of 3 sqm. and below
118Earth 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:All kinds of soil
119Structural steel work in built up sections, trusses and framed work,including cutting, hoisting, fixing in position and applying a priming coat ofapproved steel primer all complete.( Staircase)
120For Staircse and sunshades (LS)
121Providing and fixing precoated galvanized iron profile sheets (size, shapeand pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+0.05 %) total coated thickness with zinc coating 120 grams per sqm as perIS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches duringtransportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shapewherever required.
122Removing dry or oil bound distemper, water proofing cement paint andthe like by scrapping and sand papering and preparing the surface smoothincluding necessary repairs to scratches etc. complete.
123Finishing walls with Acrylic smooth exterior paint of required shade: Old work (two or more coats applied @ 1.67 liters/10sqm onexisting cement paint surface)
124Distempering with 1st quality Acrylic/oil bound washable distemper(ready-made) having VOC content less than 50 grams/litre of approvedmanufacturer and of required shade and colour complete as permanufacturers’ specifications, one or more coats on old work
125Applying priming coats with primer of approved brand and manufacture,having low VOC (Volatile Organic Compound) content.13.93.1 With ready mixed pink or grey primer on wood work (hard andsoft wood) having VOC content less than 50 grams/ liter
126Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade, one or more coats on old work.
127Repair 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.
128Regrading terracing of mud phaska covered with tiles or bricks, in cementby dismantling tiles or bricks, removing mud plaster, preparing the surfaceof mud phaska to proper slope, relaying mud plaster gobri leaping andtiles or bricks, grouted in cement mortar 1:3 (1 cement: 3 fine sand),including replacing unserviceable tiles or bricks with new ones anddisposal of unserviceable material to the dumping ground (the cost of thenew tiles or brick excluded) within 50 meters lead
129Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement: 2 coarsesand: 4 stone aggregate 10 mm and down gauge), including finishing withcement mortar 1:3 (1 cement: 3 fine sand) as per standard design. In 75x75mm deep chase.
130Making plinth protection with common burnt clay bricks of class designation 7.5 laid on edge in cement mortar 1:6 (1 cement : 6 coarse sand) with 12 mm thick bed of cement mortar 1:6 (1 cement : 6 coarse sand) over 75 mm bed of dry brick aggregate 40mm nominal size rammed, consolidated and grouted with fine sand. The top of bricks pointed with cement mortar 1:3 (1cement: 3 fine sand) and curing complete.
131Brick edging 7cm wide 11.4cm deep to plinth protection with common burnt clay (nonmodular) bricks of class designation 7.5 including grouting with cement mortar 1:4 (1 Cement : 4 fine sand) and curing complete
132Dismantling old plaster or skirting, raking out joints and cleaning thesurface for plaster including disposal of rubbish to the dumping groundwithin 50 meters lead.
133Providing and fixing G.I. Union in G.I. pipe including cutting andthreading the pipe and making long screws etc. complete (new work)
13415 mm nominal bore
13520 mm nominal bore
136Providing and fixing G.I. pipes complete with G.I. fittings and clamps,including cutting and making good the walls etc.:Concealed pipe including painting with anti corrosive bitumastic paint, cutting chases and making good the wall: 15 mm dia. nominal bore
137Providing and fixing 15 mm nominal bore C.P. stop cock (concealed) ofstandard design and of approved make conforming to IS : 8931
138Providing and fixing white vitreous china pedestal type water closet(European type W.C. pan) with seat and lid, 10 liter low level whiteP.V.C. flushing cistern, including flush pipe with manually controlleddevice (handle lever), conforming to IS:7231, with all fittings andfixtures complete, including cutting and making good the walls andfloors wherever required:18.2.1 W.C. pan with ISI marked white solid plastic seat and lid.
139P/F Stainless steel grating 100 mm dia
140Providing and fixing P.V.C. waste pipe for sink or wash basin includingP.V.C waste fittings complete:Flexible pipe 32 mm dia
141Providing and fixing uplasticized PVC connection pipe with brass unions 45 cm length 15 mm nominal bore
142Providing and fixing 600x120x5mm glass shelf with edges round offsupported on anodized aluminum angle frame with C.P. brass bracketsand guard rail complete fixed with 40 mm long screws, rawl plugs, etc.complete
143P/F bevelled edge mirror 5 mm thick incl. cutting of holes and fixing with 25 mm long spacers
144Disposal of excavated earth with avg. lead of 3 km incl loading, unloading
145Carriage of material by MT. at an avg. lead of 10 km
146stone agg below 40mm
147Brick Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 56413107
AUTHORITY Government Departments
TENDER VALUE 77 Lakhs
LAST DATE 23-07-2026
Authority
Authority Name Public Works Department
Work Description Tender for Construction Of Tso Office, Fcs&Ca Akhnoor And Modermization Of Existing Food Store At Akhnoor ( Civil Works)
Basic Detail
Tender No e-NIT No. 32 of 2026-27 Dated 10-07-2026
Bidding Type Tender
Location
City Jammu
State Jammu and Kashmir
Key Dates
Publish Date 11 Jul 2026
Submission Date 23 Jul 2026
Open Date 24 Jul 2026
Finance
Tender Value 77 Lakhs
Tender Fee 1500
EMD 1.54 Lakhs
Exemption Not Available
Document List
80f12320-51c8-40f3-902f-c70e8887c893.html
BOQ_1023451.xls
Tendernotice_1 (10).pdf

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Tender Timeline

Jul 11, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Jul 23, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 11 days
Jul 24, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 12 days

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Tendernotice_1 (10).pdf

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