Housing Urban and Rular Development Government Departments Closing in 2 days TDR #56174531

Tender For Construction Of Sdao Building At Paddar District Kishtwar

Issued by Government Departments · Kishtwar, Jammu and Kashmir
Tender Value
87.96 Lakhs
Estimated cost
Bid Submission
16 Jul 2026
2 days left
EMD
1.75 Lakhs
Bank guarantee accepted
Document Fee
1500
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Tender for Construction Of Sdao Building At Paddar District Kishtwar

BOQ

Name of Work:- Construction of SDAO Building at paddar district kishtwar
Sl. No. Item Description
1Dismantling dressed stone work ashlar face stone work, marble work or precast concrete 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 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
3Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-in charge: 1:3:6 or richer mix (i/c equivalent design mix)
4Dismantling wood work in frames, trusses, purlins and rafters upto 10 meters span and 5 meters height including stacking the material within 50 meters lead : Of sectional area 40 sqcm. and above.
5Earth work in excavation by mechanical 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 as directed:All kinds of soil :
6Ordinary Rock
7Filling 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.
8Providing stone soling, hand packed, incl. carriage
9Cast in situ Providing 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)
10Centring and shuttering including strutting, propping etc and removal of form work:-Walls any thickness including attached buttresses, plinth and string courses etc.
11Supplying and filling in plinth with fine sand under floors including, watering, ramming, consolidating and dressing complete.
12Brick with FPS bricks of class designation 75 in foundation and plinth in cement mortar 1:6 (1 cement : 6 coarse sand)
13Extra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level
14Providing and fixing wire gauze shutters using galvanized M.S. wire gauze of average width for aperture 1.4 mm in both directions with wire of dia. 0.63 mm for doors, windows and clerestory windows with ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws as per direction of Engineer-in-charge :2nd class kail wood 35mm
1515mm cement plaster on rough side of single or half brick wall in1:6(1 cement : 6 fine sand mortar)
16Providing 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: 4.4.5 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
17Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622 of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1cement :4 coarse sand) including grouting the joints with white cement and matching pigmentsetc. complete
18Providing and fixing precoated galvanised steel sheet roofingaccessories0.50 mm (+0.05 %) total coated thickness, Zinc coating 120grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 micronsusing self drilling/ self tapping screws complete : 12.24.1 Ridges plain (500 - 600mm)
19Providing 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).
20Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer.10.26.1 M.S. tube
21Applying priming coat:With ready mixed red oxide Zinc Chromate primer of approved brand and manufacture on steel work (second coat)
22125 mm Handle
23200 mm Handle
24100x10mm Tower bolt
25250x10mm Tower bolt
26Stay hooks
27L Drop 10\\" with Complete Job
28Providing and fixing aluminum hanging floor door stopper, 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 Twin rubber stopper
29Providing wood work in frames of false ceiling, partitions etc. sawn and fixed in position : Budloo / Fir wood
30Providing and fixing plain lining with necessary screws/nuts & bolts/ nails, including a coat of approved primer on one face, and fixed on wooden /steel frame work, complete as per direction of Engineer-in-charge (Frame work shall be paid for separately). 12mm thick commercial ply conforming to S : 1328 BWR type
31Providing and laying gang saw cut of specified thickness, mirror polished pre- moulded and pre polished machine cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring in road side plazas and similar locations, laid over 20mm thick base of cement mortar 1:4 (1cement : 4 coarse sand) including grouting the joints with white cement mixed with matching pigment, epoxy touch ups etc. complete as per direction of Engineer-in Charge. 18 mm thick
32Demolishing stone rubble masonry 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
33Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
34Providing 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)
35Reinforced cement concrete work in walls (any thickness) including attached pilasters,buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts andstruts 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)
36Reinforced 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)
37Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more.
38Centering and shuttering including strutting, propping etc. and removal of form for:
39Foundations, footings, bases of columns etc. for mass concrete.
40Lintel, beams, plinth beams, girders, bressumers and cantilevers.
41Suspended floors, roofs, landings, balconies and access platforms.
42Edges of slabs and breaks in floors and walls Under 20 cm wide
43Columns, pillars, piers, abutments, posts and struts.
4412mm Cement plaster on the rough side of single or half brick wall of mix: 1 : 4 ( 1 cement : 4 coarse sand)
4520mm Cement plaster on the rough side of single or half brick wall of mix: 1 : 4( 1 cement :4 coarse sand)
466 mm cement plaster to ceiling of mix 1 : 3 (1 cement : 3 fine sand)
47Providing and applying white cement based wall putty of 2mm thickness over plastered surface to prepare the surface even and smooth complete approved brand
48Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm)
49Structural 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. Welded
50Providing 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): first class kail wood
51Providing 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. (Note: -Butt hinges andnecessary screws shall be paid separately). Second kail wood
52Providing 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.second class kail wood
53Providing and fixing glazed shutters for doors, windows and clerestory windows using 4mm thick float glass panes including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws. Second class Kail wood
54Providing 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. . 0.50 mm thick with zinc coating not less than 275 gram/m2
55Providing and fixing plained eaves boarding. 2nd class kail wood 250x32 mm (nominal size )
56Distempering 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
57Applying priming coat:With ready mixed pink or grey primer of approved brand and manufacture on wood work (hard and soft wood)
58Painting with synthetic enamel paint of approved brand and manufacture to give an even shade. Two or more coats on new work
59providing 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.
6025mm nominal outer dia pipe
6120mm nominal outer dia pipe
6215mm nominal outer dia pipe
63PPR adapter 25 mm
64Providing 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
65\\"Providing 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 : 18.11.1 Kitchen sink with drain board 18.11.1.2 510x1040mm bowl depth 225mm \\"
66Providing and fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer incharge.
67Providing and fixing 15 mm nominal bore C.P. brass bib cock of approved quality conforming to IS : 8931
68Providing and fixing 15 mm nominal bore C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms
69Providing and fixing 15 mm nominal bore C.P. brass angle valve for basin mixer and geyser points of approved make conforming to IS : 8931
70\\"Providing and fixing one piece construction white vitreous china squatting plate with an integral longitudinal flushing pipe, white P.V.C automatic flushing cistern, with fittings, standard size G.I./ PVC flush pipe for back and front flush with standard spreader pipes with fittings, G.I clamps and in C.P brass coupling complete, including painting of fittings and cutting and making good the walls and floors etc. wherever required: 18.6.1 Single squatting plate with 5 liter P.V.C. automatic flushing cistern. \\"
71Providing and fixing wash basin with C.I. brackets, 15mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required : Wash basin 550x400mm with a pair of a5mm CP brass taps
72P/F white vitreous china pedestal for wash basin complete rested at back for the reception of pipe and fittings
73P/F PVC waste 32mm
74Providing and fixing un plasticized P.V.C. connection pipe with PTMT nuts, collars and bush of approved quality and colour 19.65.1 15 mm nominal bore with 30 cm length. 19.65.2 15 mm nominal bore with 45 cm length
75P/F 8mm dia C.P/S.S jet with flexible tube up to 1mter long with S.S triangular plate to European type W.C of approved quality and make.
76P/F 600x450mm bevelled edge mirror of superior glass of approved quality complete with 6mm thick hard board ground glass to wooden cleats with C.P brass screws and washers complete.
77P/F 600x120x5mm glass shelf with edges off. Supported on anodised angle frame with CP brass brackets and guard rail complete fixed with 40mm screws, rawl plugs etc.
78P/F toilet paper holder (CP)
79P/F in position PVC P or S traps
80P/F in position PVC floor traps
81100 mm dia
8275mm dia
83P/F soil, waste and vent pipes 1mm thick
84PCV S&S pipe (150mm dia)
85PCV S&S pipe (100mm dia)
86PCV S&S pipe (75mm dia)
87PCV S&S pipe (50mm dia)
88PVC cowell 50 mm dia
89P/F PVC Stay & Clamps for PVC pipes
90100 mm dia
9175mm dia
92P/F bend of required degree with door, inspection rubber washer 3mm thick, bolts and nuts complete PVC S&S pipes
93100 mm dia
9475mm dia
95P&F plain Bends
96100 mm dia
9775mm dia
98P&Filling the joints with spun yarn cement slurry and cement mortar 1:2
99100 mm dia
10075mm dia
101P/F Tee-junction of required degree with access door, inserted rubber washer 3mm thick, bolts and nuts complete.100x100x100 PVC 1mm
102100 mm dia
10375mm dia
104Provinding & fixing PVC reducer 100-50 mm dia
105Providing and fixing liquid PTMT soap container 109mm wide 125mm high and of approved quality weighing not less than 105 grms
106\\"Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fitting arrangement of approved quality and colour18.73.2 600 mm long towel rail with total length of 645 mm, 78 mm wide and effective height of 88 mm, weighing not less than 190 gms.\\"
107P/F CP gratting100mm dia
108P/F PVC connections 15mm
109Constructing brick masonry chamber for underground C.I. inspection chamber and bend with common burnt clay (non modular) bricks of class designation 7.5 in cement mortar 1:4 ( 1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23kg and weight of frame 15 kg ) R.C.C. top slab with 1:1 ½ : 3 mix ( 1cement : 1 ½ coarse sand : 3 graded stone aggregate 20 mm nominalsize),foundation concrete 1:5:10 (1 cement: 5 fine sand: 10 graded stone aggregate 40mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 ( 1 cement : 3 coarse sand) finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design : 20.24.1 Inside dimensions 455x610 mm and 45 cm deep for single pipe line-
110P&F 50 litre geyser complete job
111P/F Electric Motor of Good Quality i.e Havells, 1.5 HP. All Complete Job
112Providing 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.
113Carriage of material by Mechanical Transport & Head Load including loading / unloading and stacking at site
114Sand for an average distance of 5 km by MT
115Stone aggregate below 40 mm nominal size lead upto 60km by MT
116Bricks for an average of 230 km
117Providing Structural and Architectural design including Sanitary and electrical drawing for the work of Construction of SDAO Building Paddar , including conducting of soil test for bearing capacity including 3D view & design approved from competent authority i.e. (IIT/NIT/ Design Directorate DIQC /GCET Jammu). (Complete in all respect) Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 56174531
AUTHORITY Government Departments
TENDER VALUE 87.96 Lakhs
LAST DATE 16-07-2026
Authority
Authority Name Public Works Department
Work Description Tender for Construction Of Sdao Building At Paddar District Kishtwar
Basic Detail
Tender No e-NIT No. 15 of 2026-27 Dated 25-06-2026
Bidding Type Tender
Location
City Kishtwar
State Jammu and Kashmir
Key Dates
Publish Date 25 Jun 2026
Submission Date 16 Jul 2026
Open Date 17 Jul 2026
Finance
Tender Value 87.96 Lakhs
Tender Fee 1500
EMD 1.75 Lakhs
Exemption Not Available
Document List
ae6dce25-a832-41a5-b46b-1718f85d9f07.html
BOQ_1015492.xls
Tendernotice_1.pdf

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Tender Timeline

Jun 25, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Jul 16, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 2 days
Jul 17, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 3 days

Tender Documents

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html

ae6dce25-a832-41a5-b46b-1718f85d9f07.html

xls

BOQ_1015492.xls

pdf

Tendernotice_1.pdf

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