Defence Statutory Bodies & Commissions/Committees Closing in 13 days TDR #56200675

Tender For Special Repair To Bldg No. T-22 & T-40 Against Job No W/Sr (Bldg)-10/Khreuh/2025-26, Provn Of Conference Room Against Job No W/Rw-02/Khreuh/2025-26 & Provn Of One Bathing Point Against Job No W/Rw-03/Khreuh/2025-26 Under Age B/R-Iii Of Ge

Issued by Statutory Bodies & Commissions/Committees · Anantnag, Jammu and Kashmir
Tender Value
24.08 Lakhs
Estimated cost
Bid Submission
20 Jul 2026
13 days left
EMD
48200
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Tender for Special Repair To Bldg No. T-22 & T-40 Against Job No W/Sr (Bldg)-10/Khreuh/2025-26, Provn Of Conference Room Against Job No W/Rw-02/Khreuh/2025-26 & Provn Of One Bathing Point Against Job No W/Rw-03/Khreuh/2025-26 Under Age B/R-Iii Of Ge 861 Ews

BOQ

Name of Work:- SPECIAL REPAIR TO BLDG NO. T-22 & T-40 AGAINST JOB NO W/SR (Bldg)-10/KHREUH/2025-26, PROVN OF CONFERENCE ROOM AGAINST JOB NO W/RW-02/KHREUH/2025-26 & PROVN OF ONE BATHING POINT AGAINST JOB NO W/RW-03/KHREUH/2025-26 UNDER AGE B/R-III OF GE 861 EWS
Sl. No. Item Description
1Surface excavation not exceeding 30 cm deep and averaging 15cm deep and getting out in Hard/Dense soil complete all as specified and as directed by Engineer-in-Charge.
2Excavating in trenches, not exceeding 1.5 mtr wide and not exceeding 1.5 mtr in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, cable, pipes etc. not exceeding 10 sqm on plan and not exceeding 1.5 mtr in depth and getting out in any type of soil complete all as specified and as directed by Engineer-in- charge.
3Removing excavated material/soils to a distance not exceeding 50 mtr and depositing where directed at a level not exceeding 1.5 mtr above the starting point, complete all as spefied and as directed by Engineer-in-Charge.
4Material & Labour PCC 1:5:10 type D2 using 40 mm graded stone aggregates in foundation , filling and mass concrete complete all as specified and directed by Engineer-in charge.
5Material & Labour for Reinforced cement concrete (Design Mix) M-25 as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and as directed by Engineer-in-Charge.NOTE :- Form work and Steel reinforcement shall be measured and paid seperately under appropriate items of Schedule 'A' BoQ.seperate items.
6Material & Labour for Reinforced cement concrete (Design Mix) M-25 as in Columns, pillars, piers, posts and struts complete all as specified and directed by Engineer-in-Charge.NOTE :- Form work and Steel reinforcement shall be measured and paid seperately under appropriate items of Schedule 'A' BoQ.seperate items.
7Material & Labour for Reinforced cement concrete (Design Mix) M-25 as in Beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and directed by Engineer-in-Charge.NOTE :- Form work and Steel reinforcement shall be measured and paid seperately under appropriate items of Schedule 'A' BoQ.seperate items.
8Material & Labour for formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter on rough finished flat surface of concrete complete all as specified and as directed by Engineer-in-Charge.
9Material & Labour for Formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelvesincluding sup- ports, overhangs,etc. also splays between floors and beams, etc. on rough finished flat surface of concrete complete all as specified and as directed by Engineer-in-Charge.
10Material & Labour for Formwork to sides of pillars, posts, struts, piers, columns and stanchions, in square, rectangular or polygonal on rough finished surface of concrete complete all as specified and as directed by Engineer-in-Charge.
11Material & Labour for Mild steel TMT bars 10mm dia , cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed by Engineer-in-Charge.
12Material & Labour for Mild steel TMT bars 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed by Engineer-in-Charge.
13Material & Labour for Brickwork with sub class ‘B’ burnt clay old size bricks, straight or curved on plan exc 6m mean radius built in cement mortar 1:4 complete all as specified and as directed by Engineer-in-Charge.
14Material and labour for Rendering 15mm thick in Cement Mortar 1:4 , on fair faces of brick work or concrete surfaces of walls , finish even & smooth without using extra cement complete all as specified and directed by Engineer-in-Charge.
15Material and labour for Rendering 10mm thick in Cement Mortar 1:6 , on fair faces of brick work or concrete surfaces of walls, finish even & smooth without using extra cement complete all as specified and directed by Engineer-in-Charge.
16Material and labour for Rendering 15mm thick in Cement Mortar 1:6 , on fair faces of brick work or concrete surfaces of walls , finish even & smooth without using extra cement complete all as specified and directed by Engineer-in-Charge.
17Material and labour for preparing plastered or un plastered new surface of walls and applying three coats of white wash on walls complete all as specified and directed by Engineer-in charge.
18Material and labour for preparation of new surface of walls, with and including two coats of cement base paint ,over with and including one coat of alkali resistant priming paint complete all as specified and directed by Engineer-in-Charge.
19Material and labour 4mm thick sheet glass ordinary quality and glazing with oil putty or fixed with bead/glazing pins in squares not exceeding 0.50 Sqm in each pane complete all as specified and directed by Engineer-in-Charge.
20Returning filling , including spreading, levelling, watering and well ramming in layers, each layer not exceeding 25cm in any type of soil complete all as specified and as directed by Engineer-in- charge.
21Material & Labour for Hardcore of broken stone or boulders, gauge not exceeding 63 mm, deposited, spread and levelled in layers not exceeding 15 cm thick, watered and rammed to a true surface complete all as specified and as directed by Engineer-in-Charge.
22Material & Labour for Virified Ceramic tiles 10mm thick (square/rectangular) polished, (shade as approved by Engineer-in-charge ) , area of each tiles exceeding 0.36 sqm but not exceeding 0.42 sqm, in floors etc. set and jointed in neat cement slurry @ 3.00Kg per Sqm and pointed in white or coloured/ shade cement to match the colour / shade of tiles , laid over with and including 15mm thick screed bed in cement mortar 1:4 complete all as specified and directed by Engineer-in-Charge.
23Material & Labour for Virified Ceramic tiles ,10mm thick (square/rectangular) polished, (shade as approved by Engineer-in-charge ) , area of each tiles exceeding 0.36 Sqm but not exceeding 0.42 Sqm, in vertical surfaces etc. set and jointed in neat cement slurry @ 3.00Kg per Sqm and pointed in white or coloured cement to match the colour / shade of tiles , laid over with and including 10mm thick rendering in cement mortar 1:4 complete all as specified and directed by Engineer-in-Charge.
24Supply and Fixing aluminium alloy, anodised, sliding door bolt of length 300 mm with hasp, staple (bolt type) (ISI Marked) and fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of sections or cast-aluminium extruded alloy and fixed complete all as specified and directed by Engineer-in-Charge.
25Supply and Fixing 200mm long aluminium anodised barrel tower bolts of extruded section (ISI Marked ) complete all as specified and directed by Engineer-in-Charge.
26Supply and Fixing 150mm long aluminium anodised barrel tower bolts of extruded section (ISI Marked ) complete all as specified and directed by Engineer-in-Charge.
27Supply and Fixing 150 mm long Extruded aluminium alloy handles, fabricated type,anodised (ISI Marked ) as specified and directed by Engineer-inCharge.
28Supply and Fixing Butt hinges size of 125mm, medium weight cold rolled mild steel (ISI Marked ) complete all as specified and directed by Engineer-in-Charge.
29Supply and Fixing Butt hinges size of 75mm, medium weight cold rolled mild steel (ISI Marked ) complete all as specified and directed by Engineer-in-Charge.
30Supply and fixing helical door spring 300 mm size, heavy duty type, including mild steel roller, roller plate, necessary brackets, nuts, bolts, washers and all fixing accessories, complete all as specified and directed by Engineer-in-Charge.
31Supply and Fixing Floor door stopper of aluminium alloy body and tongue, anodised,with hard drawn steel spring,fixed in floor Overall length of cover plate 150mm complete all as specified and directed by Engineer-in-Charge.
32Material and labour for preparation of new plastered surface of walls with and including applying two coats of Oil Emulsion Distemper over with and including one coat of appropriate primer over with and including 3.00mm thick wall care putty (as approved by Engineer-in-charge for smooth & even surface) complete all as specified and directed by Engineer-in-Charge.
33Material and Labour for preparing wood or wood based surfaces of any description over 10 cm width or girth and applying two coat of synthetic enamel paint over with and inluding one coat of pink primer complete all as specified and as directed by Engineer-in-charge.
34Material & Labour for preparation of newely steel surfaces of any description, over 10 cm in width or girth or otherwise described , with and including applying two coat of syntheic enamal paint over with and including one coat of red oxide zinc chrome primer complete all as spefied and as directed by Engineer-in-Charge.
35Material & Labour for Non skid ceramic coloured joint free tiles , thickness 7mm to 8mm thick (square/ rectangular), colour as approved by Engineer-in-charge area of each tiles exceeding 0.06 Sqm but not exceeding 0.11 Sqm in floor etc set and jointed in neat cement slurry @ 3.00Kg per Sqm and pointed in white or coloured cement to match the colour / shade of tiles , laid over with and including 15mm thick screed bed in cement mortar 1:4 complete all as specified and directed by Engineer-in-Charge.
36Supply and Fixing Vitreous china wash hand basin, Vitreous china white, flat back, size of 550mm x 400 mm with Mild steel brackets, with and including cutting for and pinning in ends of brackets or erecting stand, with and including waste fittings of brasschromium plated ,with and including 32mm dia PVC waste pipe of required length complete all as specified and directed. as directed by Engineer-in-Charge..
37Supply and fixing in replacement 75 mm bore PVC (SWR) pipes single socketed, Type-B (ISI Marked ) , in any length with rubber ring joints fixed with wall complete all as specified and directed by Engineer-in-Charge.
38Supply and fixing in replacement 110 mm bore PVC (SWR) pipes single socketed, Type-B (ISI Marked ) , in any length with rubber ring joints fixed with wall complete all as specified and directed by Engineer-in-Charge.
39Supply and fixing 110 mm bore PVC (SWR) pipes single socketed, Type-B (ISI Marked ) , in any length with rubber ring joints fixed with wall complete all as specified and directed by Engineer-in-Charge.
40Supply and fixing 110 mm bore PVC (SWR) pipes single socketed, Type-B (ISI Marked ) , bore pipes single socketed ,Type-B (ISI Marked ) ,fixing with using adhesive, in any length, laid in trenches or in floors complete all as specified and directed by Engineer-in-Charge.Note: Excavation and earth work shall be measured and paid seperately under appropriate items of Schedule of BoQ.
41Supply and Fixing 600mm x 450mm bevelled edge mirror of selected quality glass mounted on 6mm thick PVC sheet and 3 mm th PVC moulded frame around the glass with CP brass screws and cup washers including provn of hanging hooks and sheet glass shelf assemble consisting of 5.5 mm thick sheet, 12 cm wide with CP brackets gurard and railing of 60 cm long complete all as specified and directed by Engineer-in-Charge.
42Supply and fixing in replacement 75 mm bore PVC (SWR) Bends in any radius ,Type-B (ISI Marked ) complete all as specified and directed by Engineer-in-Charge.
43Supply and fixing 75 mm bore PVC (SWR) Bends in any radius ,Type-B (ISI Marked ) complete all as specified and directed by Engineer-in-Charge.
44Supply and fixing in replacement 110 mm bore PVC (SWR) Bends in any radius ,Type-B (ISI Marked ) complete all as specified and directed by Engineer-in-Charge.
45Supply and fixing 110 mm bore PVC (SWR) Bends in any radius ,Type-B (ISI Marked ) complete all as specified and directed by Engineer-in-Charge.
46Supply and Fixing in replacement 15 mm size PVC connection with PTMT nuts of 600 mm long complete all as specified and directed by Engineer-in-Charge.
47Supply and Fixing 15 mm size PVC connection with PTMT nuts of 600 mm long complete all as specified and directed by Engineer-in-Charge.
48Supply and Fixing in replacement floor steelness steel gratings , 125mm dia complete all as specified and directed by Engineer-in-Charge.
49Supply and Fixing floor stainless steel gratings , 125mm dia complete all as specified and directed by Engineer-in-Charge.
50Supply and Fixing in replacement 20 mm bore gun metal globe or gate valve (ISI Marded) with iron wheel head screwed head both for iron pipe & fixed complete all as specified and directed by Engineer-in-Charge.
51Supply and fixing in replacement 15mm bore bib tap cast copper alloy, chromium plated, fancy type (ISI marked) with crutch or butterfly handle with capstan head, screwed down, screwed for iron pipe or for brass ferrule complete all as specified & directed by Engineer-in-charge.
52Supply and fixing 15mm bore bib tap cast copper alloy, chromium plated, fancy type (ISI marked) with crutch or butterfly handle with capstan head, screwed down, screwed for iron pipe or for brass ferrule complete all as specified & directed by Engineer-in-charge.
53Supply and fixing in replacement 15 mm bore stop valve / angle valve, Chromium Plated, cast copper alloy (ISI marked) screwed down , high pressure with crutch or butterfly handle fancy type complete all as specified and directed by Engineer-in-Charge.
54Supply and fixing 15 mm bore stop valve / angle valve, Chromium Plated, cast copper alloy (ISI marked) screwed down , high pressure with crutch or butterfly handle fancy type complete all as specified and directed by Engineer-in-Charge.
55Material and Labour for Excavating in post holes (or similar holes)each not exceeding 0.5 cum.getting out in hard/ dense soil,returning, filling in and ramming earth or broken rubble mixed with earth around,in layers not exceeding 25 cm in hard/dense soil complete all as specified and as directed by Engineer-in-Charge.
56Material & Labour for cement concrete type C2 1:3:6 (40mm graded stone aggregate) aggregate as in foundation, filling and mass concrete complete all as specified and directed by Engineer-in-Charge.
57Material & Labour PCC 1:4:8 type D-2 using 40mm graded stone aggregate as in foundation, filling and mass concrete complete all as specified and directed by Engineer-in-Charge.
58Supply & Fixing Mild steel work as in Roof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) Fe 410 -W (Gde- E- 250) quality-A including distance pieces, cleats etc. complete all as speicied and as directed by Engineer in charge.
59Supply & Fixing Mild steel work as in MS plates (plain or chequered)square cut or notched (forming holes with riveted,bolted welded attechment) Fe 410-w(Grade-E-250) quality-A complete all as specified and as directed by Engineer-in-Charge.
60Supply & Fixing Pre- painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and as directed by Engineer-in-Charge.
61Supply & Fixing Pre-painted galvalume aluminum zinc coating GI based Plain steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and as directed by Engineer-in-Charge.
62Taking down cement or cement lime plaster from brick wall or concrete surfaces etc including racking out joints, hacking for key & scrubbing down with water etc including removing rubbish material from site and thrown in low lying empty area (as per direcction of AGE/JE) complete all as specified and as directed by Engineer-in-charge.
63Demolition cement concrete (unreinforced) in ground floor and pavings not exceeding 15cm thickness below or above ground level with and including removing rubbish material from building and thrown in low lying empty area complete all as specified and as directed by Engineer-in-charge.
64Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing) with and including removing rubbish material from building and thrown in low lying empty area complete all as specified and as directed by Engineer-in-charge.
65Taking down chowkhats or frames with shutters of PVC door ,wooden door shutter, wooden window shutter , Mild steel window and Mild steel ventilators (without taking off shutters from the frames) area exceeding 1.50 sqm but not exceeding 4.00 Sqm each complete all as specified and as directed by Engineer-in- charge.
66Taking down chowkhats or frames with shutters of PVC door , wooden door shutter, wooden window shutter , Mild steel window and Mild steel ventilators (without taking off shutters from the frames) area not exceeding 1.50 sqm each complete all as specified and as directed by Engineer-in- charge.
67Demolition of brick or stone masonry built in cement mortar including all necessary arches quoins etc complete all as specified and directed by Engineer-in-Charge.
68Material & Labour 2nd class hard wood, plain solid stright chowkhats and frames wrought framed rebated on the solid rounded or chamfered put together with glue pinned at joints complete all as specified and directed by Engineer-in-Charge.
69Supply and Fixing Factory made 35mm thick framed, panelled shutter (two panel) with lock rail made of 2nd class Hard wood and panel of 9 mm B.W.P. commercial ply or 12 mm veneered particle board with commercial veneering on both faces. The size of rail and stile as per IS : 1003 (Part I), kiln seasoned and chemically pressure treated complete all as specified and directed by Engineer-in-Charge. Note: Butt Hinges, Tower bolts, Handles , sliding door bolts and painting shall be measured and paid seperately under appropriate items of schedule 'A' BoQ.
70Supply and Fixing 30mm thick, glazed and skeleton shutters, open rebated and prepared to receive glass, gauze etc (without sash bars), using 2nd class hard wood (as approved by Engineer-in-charge) edges of frming plain, chamfered or rounded fitted with cut and mitred beads for securing glass etc , sizes of members of shutters as specified in SSR Part-I, Section8, Clause 8.24 (a), supplied and fitted to chowkhats complete all as specified and as directed by Engineer-in-Charge. Note:- (i)Wire gauze / glass shall be measured and paid separately under appropriate items of Schedule 'A' BoQ.(ii) Butt Hinges, Tower bolts, Handles , sliding door bolts , ordinary rat tail pattern springs and painting shall be measured and paid seperately under appropriate items of schedule 'A' BoQ.(iii) The sutters shall be brought at site without primer and same shall be applying at site as per direction of Engineer-in-charge. (iv)Primer shall be measured paid separately under appropriate item of BOQ.
71Supply and Fixing for butt hinges 100mm medium weight cold rolled mild steel complete all as specified and directed by Engineer-in-Charge.
72Material & Labour for Non skid ceramic coloured joint free tiles , thickness 7mm to 8mm thick (square/ rectangular), colour as approved by Engineer-in-charge area of each tiles exceeding 0.18 Sqm but not exceeding 0.38 Sqm in floor etc set and jointed in neat cement slurry @ 3.00Kg per Sqm and pointed in white or coloured cement to match the colour / shade of tiles , laid over with and including 15mm thick screed bed in cement mortar 1:4 complete all as specified and directed by Engineer-in-Charge.
73Material & Labour for Gazed Coloured Ceramic tiles , size 300mm x 200mm / 450mm x 350mm x 7mm to 8mm thick, colour as approved by Engineer-in-charge as in vertical surfaces set and jointed in neat cement slurry @ 3.00Kg per Sqm and pointed in white or coloured cement to match the colour / shade of tiles , laid over with and including 10mm thick rendering in cement mortar 1:4 complete all as specified and directed by Engineer-in-Charge.
74Material & Labour for 75 mm thick PCC ( 1:3:6) type C-1 using 20mm garde stone agg as in plinth protection etc finished even & smooth without using extra cement complete all as specified and directed by Engineer-in-Charge.
75Dismantling of timber scantling 40sqcm ( un framed work ) and over in section in any position in complete all as specified and directed by Engineer-in-Charge.
76Supply and Fixing timber frame in clean sawn second class hard wood as in scantling etc complete all as specified and directed by Engineer-in-Charge.
77Material & Labour for Preparation of old painted wooden surfaces over 10 cm width or girth and applying two coats of synthetic enamel paint over complete all as specified.
78Dismantling of plain or corrugated steel sheeting any gauge, thickness including roof covering etc complete all as specified and directed by Engineer-in-Charge.
79Dismantling wall and ceiling boards (fibre, pulp, insulation etc.) any thickness, including cover fillets complete all as specified and directed by Engineer-in-Charge.
80Supply & Fixing anodised aluminium snap grid of size 605mm x 605 mm frame work for false ceiling complete all as specified and directed by Engineer-in-Charge. Note: 10 mm thick PVC insulation panels shall be measured and paid seperately under appropriate item of Schedule 'A' BoQ.
81Supply & Fixing 10 mm thick PVC insulation panels with EPS stuck to 1 mm thick plain PVC sheet suitably placed in false ceiling anodised aluminium snap grid complete all as specified and directed by Engineer-in-Charge. Note: The measurement and payment of grid made of aluminum shall be considered under serial item No. 80.00 here-in- before. Nothing shall be extra paid in this item.
82Material & Labour in replacement 2nd class hardwood clean sawn weather boarding, plain, 20mm thick or feather edged 15mm to 20mm thick and fixed with 30mm laps complete all as specified and directed by Engineer-in-Charge.
83Material & Labour for 100 mm thick PCC 1:4:8 ,Type-D2 ,using 40mm graded stone aggregates as in sub base of flooring complete all as specified and directed by Engineer-in-Charge.
84Material & Labour for Chequerd Cement Concrete tiles glossy finished of size 30cm x 30cm x 25mm thick with grey cement and pigment , set , jointed and pointed in neat cement slurry @ 3.00Kg /Sqm as in floors , laid over with and including 15 mm thick screed bed in cement mortar 1:6 complete all as specified and directed by Engineer-in-Charge.
85Supply and Fixing 110mm PVC (SWR) vent cowl Type-B complete all as specified and directed by Engineer-in-Charge.
86Supply and Fixing 75mm PVC (SWR) vent cowl Type-B complete all as specified and directed by Engineer-in-Charge. Please Enable Macros to View BoQ information
87Supply and Fixing 75mm PVC (SWR) vent cowl Type-B complete all as specified and directed by Engineer-in-Charge. Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 56200675
AUTHORITY Statutory Bodies & Commissions/Committees
TENDER VALUE 24.08 Lakhs
LAST DATE 20-07-2026
Authority
Authority Name Military Engineer Services
Work Description Tender for Special Repair To Bldg No. T-22 & T-40 Against Job No W/Sr (Bldg)-10/Khreuh/2025-26, Provn Of Conference Room Against Job No W/Rw-02/Khreuh/2025-26 & Provn Of One Bathing Point Against Job No W/Rw-03/Khreuh/2025-26 Under Age B/R-Iii Of Ge 861 Ews
Basic Detail
Tender No GE 861 EWS-26(T)/2026-27
Bidding Type Tender
Location
City Anantnag
State Jammu and Kashmir
Key Dates
Publish Date 27 Jun 2026
Submission Date 20 Jul 2026
Open Date 23 Jul 2026
Finance
Tender Value 24.08 Lakhs
Tender Fee 500
EMD 48200
Exemption Not Available
Document List
BOQ_867967.xls
credit26t.pdf
f453a27c-a72f-4bbb-ac8b-cc087312a1cb.html
Tender26T.pdf
Tendernotice_1.pdf

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Tender Timeline

Jun 27, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Jul 20, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 13 days
Jul 23, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 16 days

Tender Documents

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Tendernotice_1.pdf

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