Housing Urban and Rular Development Local Bodies Closing in 4 days TDR #57384248

Tender For Construction Of Community Hall At Shiv Mandir, Sohal Panchayat Kaink Jagir Block Akhnoor, Ac Akhnoor Under Mla Cdf For The Year 2026-27 (Amt 10.00 Lacs)

Issued by Local Bodies · Jammu, Jammu and Kashmir
Tender Value
9.80 Lakhs
Estimated cost
Bid Submission
19 Sep 2026
4 days left
EMD
19600
Bank guarantee accepted
Document Fee
500
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 Community Hall At Shiv Mandir, Sohal Panchayat Kaink Jagir Block Akhnoor, Ac Akhnoor Under Mla Cdf For The Year 2026-27 (Amt 10.00 Lacs)

BOQ

Name of Work:- Construction of Community Hall at Shiv Mandir, Sohal Panchayat Kaink Jagir Block Akhnoor, AC Akhnoor under MLA CDF for the year 2026-27 (Amt 10.00 Lacs)
Sl. No. Item Description
1Demolishing 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.
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:
3Earth work in bulk 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 All kinds of soil 1 meter from cutting edge:
4Providing 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 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) :
5Providing 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) :
6Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in Cement mortar 1:6 ( 1 cement : 6 coarse sand)
7Extra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level
8Providing 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)
9Reinforced 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)
10Reinforced 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)
11Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level
12Centering and shuttering including strutting,propping etc and removal of form Foundation , footing and bases of column
13Centering and shuttering including strutting, propping etc. and removal of form for: Columns, pillars, piers, abutments, posts and struts.
14Centering and shuttering including strutting, propping etc. and removal of form for Lintel, beams, plinth beams, girders, bressumers and cantilevers
15Centering and shuttering including strutting,propping etc and removal of form Suspended floors, roofs, landings, balconies and access platforms
16Centering and shuttering including strutting,propping etc and removal of form Edges of slabs and breaks in floors and walls Under 20 cm wide
17Providing and fixing pressed steel door frames conforming to IS: 4351,manufactured from commercial mild steel sheet of 1.60mm thickness,including hinges jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25mm, or base ties of 1.60mm pressed, mild steel welded or rigidly fixed together by mechanical means, including M.S pressed butt hinges 2.5mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge Profile E Fixing with adjustable lugs with split end tail to each jamb
1812mm Cement plaster of mix: 1 : 6 ( 1 cement : 6 fine sand)
196 mm cement plaster to ceiling of mix 1 : 3 (1 cement : 3 fine sand)
20Wall Painting with acrylic emulsion paint of approved brand and manufacture to give an even shade. Two or more coats on new work
21Providing 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 pigments etc. complete Size of tile 600x600 mm
22Providing and applying Plaster of Paris putty of 2mm thickness over plastered surface to prepare the surface even and smooth complete
23Providing and fixing ISI marked flush door shutters conforming to IS: 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with verticalgrains 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 30 mm
24Extra for providing and fixing flush doors with decorative veneering instead of non-decorative ISI marked flush door shutters conforming to ISI: 2202 (Part-I) On one side only
25Providing and fixing circular/hexagonal cast iron box for ceiling fan clamp, of internal dia 140 mm, 73mm height, top lid of 1.5mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed intothe cast iron/M.S. sheet box by means of 3.3mm dia. round headed screws, one lock at the corners. Clamps shall be made of 12mm dia M.S. bar bent to shape as per standard drawing
26Providing 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 300x10 mm
27Providing and fixing aluminum handles ISI marked anodized (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour and shade with necessary screws etc. complete. 125 mm
28Providing and fixing aluminum work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixed with dash fastener of required dia. and size including necessary filling up of gaps at junctions i.e, at top, bottom and sides with required EPDM rubber / neoprene gasket felt etc. Aluminum sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminum snap beading for glazing / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-Charge (glazing, panelling and dash fasteners to be paid for separately.) For shutters of doors, windows & ventilators including providing and fixing hinges / pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately.) Powder coated aluminum (minimum thickness of powder coated 50 microns)
29Providing and fixing glazing in aluminum door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineerin-charge. (Cost of aluminum snap beading shall be paid in basic item.) With floating glass panes of 4.0 mm thickness (weight not less than 10.00 kg / sqm)
30Providing 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
31Providing 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. Single socketed pipes 110 mm diametre
32Wiring with Modular Switches 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.
33Supplying and fixing of ceiling fan 1200mm sweep
34Supplying and fixing of Exhaust fan 150mm
35Supplying and fixing of surface mounted 18/20 watt LED batton tube fitting Almunium Housing 4 feet long including connections etc as required.
36Carriage of material by M.T. Sand lead upto 7 kms av.
37Carriage of material by M.T. Stone aggregate below 40mm lead upto 7 kms av.
38Carriage of material by M.T. Bricks for an average lead of 7 km (475 No.@1 cum)
39Providing and fixing of sign borad including writing and painting Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57384248
AUTHORITY Local Bodies
TENDER VALUE 9.80 Lakhs
LAST DATE 19-09-2026
Authority
Authority Name Rural Development And Panchayats Department
Work Description Tender for Construction Of Community Hall At Shiv Mandir, Sohal Panchayat Kaink Jagir Block Akhnoor, Ac Akhnoor Under Mla Cdf For The Year 2026-27 (Amt 10.00 Lacs)
Basic Detail
Tender No e-NIT No. 546 REWJ of 2026-27 dated 07-09-2026
Bidding Type Tender
Location
City Jammu
State Jammu and Kashmir
Key Dates
Publish Date 07 Sep 2026
Submission Date 19 Sep 2026
Open Date 21 Sep 2026
Finance
Tender Value 9.80 Lakhs
Tender Fee 500
EMD 19600
Exemption Not Available
Document List
bd4a548e-4cdd-4a31-9501-480b062d857e.html
BOQ_1090236.xls
Tendernotice_1 (19).pdf

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Tender Timeline

Sep 07, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Sep 19, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 4 days
Sep 21, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 6 days

Tender Documents

Download All (ZIP) ↓
html

bd4a548e-4cdd-4a31-9501-480b062d857e.html

xls

BOQ_1090236.xls

pdf

Tendernotice_1 (19).pdf

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