Defence Statutory Bodies & Commissions/Committees Closing in 18 days TDR #56223994

Tender For Provn Of Permanent Covered Shed For Generators At 19 Arty Bde And Construction Of 30 X 120 Ft Covered Vehicle Shed And Concrete Boundary Security Wall At Baramulla Under Ge 969 Ews

Issued by Statutory Bodies & Commissions/Committees · Baramulla, Jammu and Kashmir
Tender Value
43.91 Lakhs
Estimated cost
Bid Submission
21 Jul 2026
18 days left
EMD
87820
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Tender for Provn Of Permanent Covered Shed For Generators At 19 Arty Bde And Construction Of 30 X 120 Ft Covered Vehicle Shed And Concrete Boundary Security Wall At Baramulla Under Ge 969 Ews

BOQ

Name of Work:- PROVN OF PERMANENT COVERED SHED FOR GENERATORS AT 19 ARTY BDE AND CONSTRUCTION OF 30 X 120 FT COVERED VEHICLE SHED AND CONCRETE BOUNDARY SECURITY WALL AT BARAMULLA UNDER GE 969 EWS
Sl. No. Item Description
1Excavation in post holes (or similar holes) each n exc 0.5 cum, getting out from hard and dense soil, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, complete all as specified and as directed.
2M&L for PCC 1:3:6 type C-2 in foundations, filling and mass concrete complete all as specified, complete all as specified and as directed.
3M&L for Cement concrete 1:2:4 type B-2 using 40mm graded stone aggregate in foundations, filling and mass concrete, complete all as specified and as directed.
4S&F Framed brackets of angles or tees, for posts with web and flanges cut to shape, drilled and countersunk for screw, including bending and welding angles, as necessary, gusset plates, riveting, etc.. n exc 10 kg each brackets, conforming to Fe.290.Gde-E-165, complete all as specified and as directed.
5S&F mild steel in roof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat ections) including distance pieces, cleats etc complete all as specified. Fe 410 Gde -250, complete all as specified and as directed.
6M & L for Pre- painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as etc, complete all as specified and as directed.
7M&L 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.
8M&L for preperaring surfaces of newly or previously untreated steel or iron surfaces of any description over 10 cm in width or girth not otherwise described and apply two coats of sythetic enamel paint over a coat of red oxide primer, complete all as specified and as directed.
9M&L 75 mm thick Cement concrete type D-2, 1:4:8 (using 40 mm graded stone aggregate) in sub base of flooring, complete all as specified and as directed.
10M & L 100 mm thick PCC 1:2:4 type B-2, using 20 mm graded stone aggregate, including finishing surface of concrete topping even and smooth without using extra cement, complete all as specified and as directed.
11Surface excavation n.exc 30cm deep and averaging 15cm deep and getting out in any type of hard/dense soil, complete all as specified and as directed.
12M & L for hardcore of gauge not exceeding 63 mm of broken stone, 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.
13M&L for 75mm thick cement concrete type C-2, 1:3:6 (40mm graded agrregate) as in sub base of floors, finished even and fair over well/rammed/compacted earth, complete all as specified and as directed.
14M & L cement concrete type B-1, 1:2:4 (using 20mm graded aggregate) as in roof kerbs or mud stops, rounded or chamfered on edges, complete all as specified and as directed.
15M&L for providing and laying 80mm thick factory made chamfered edge cement concrete paver block of M-30 grade with approved colour, design & pattern as 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 and including 50mm thick compacted bed of coarse sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory ompaction by using plate vibrator, filling he joints with fine sand and cutting of paver block as per required size and attern, finishing and sweeping extra sand , complete all as specified and as directed.
16Excavation in trenches n.exc 1.5m wide and 1.5m depth for foundation etc or for shaft well, cesspits etc n.exc on plan and n.exc 1.5m depth and getting out in soft/loose soil, complete all as specified and as directed.
17All as per above item No. but exc 1.5m depth to 3.00m and getting out in hard/dense soil, complete all as specified and as directed.
18Use & waste of formwork to rough finished surfaces of concrete, form work to sides of plinth beam, footings, bases of columns etc, complete all as specified and as directed.
19M&L for RCC M-25 (design mix) using 20mm graded aggregate as in fdn, footing, plinth beam, bases for columns etc, complete all as specified and as directed.
20Use & waste of formwork to square or rectangle shape and fair finished surfaces of concrete, to sides of pillars, post , struts etc, complete all as specified and as directed.
21M&L for RCC M-25 (design mix) using 20mm graded aggregate as in columns etc, complete all as specified and directed.
22Use & waste of Formwork finished fair to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, etc. also splays between floors and beams, etc, complete all as specified and as directed.
23M&L RCC (design Mix) M-25 (20mm grade aggregate in beam bressummers, limtels over 1.5m span etc, complete all as specified and as directed.
24M&L TMT bars 10mm dia and over cut to length, bend to shape required including cranking, bending spirally for hookings for cols, hooking ends and binding with and including mild steel wire (aneeled) not less than 0.9mm dia, complete all as specified and as directed.
25M&L TMT bars but 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders, complete all as specified and as directed.
26Returning filling in incl spreading leveling, watering and well ramming in layers n exc 25 cm, complete all as specified and as directed.
27Removing of excavated soil not exc 50m and depositing where directed at a level not exc 1.5 M above the starting point, complete all as specified and as directed.
28M&L for providing cement concrete 1:2:4, Type B-1 (20mm graded aggregate) as in coping etc, complete all as specified and as directed.
29M&L Brick work with sub-class 'B' bricks, straight or curved on plan exc 6 m mean radius built in cement mortar (1:4), complete all as specified and as directed.
30M & L Rendering 10 mm thick in cement and sand mortar 1:6 on fair faces of brick work or cement concrete surfaces including finishing the surface even and smooth without using extra cement, complete all as specified and as directed.
31M & L Rendering 15 mm thick in cement and sand mortar 1:4 on stone masonary surfaces or surface other than fair face of brick-work or on one side of lathing including finishing the surface even and smooth without using extra cement complete all as specified and as directed.
32Preparation of newly plastered surfaces of walls and applying two coats of cement base paint, complete all as specified and as directed.
33S&F hard rails, half round or other stock section core for wooden hand rail straight portion & counter sunk for balusters running bars, for doors, blausters, nosing to steps including embeding in concrete and screwing etc, wind ties for roof inluding securing bolts, posts & struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire etc, flat iron fillets (for securing wire mesh etc) including all neccessary drilling, bolting or riveting etc & similar work conforming to Fe-290 GDE-165, complete all as specified and as directed.
34S&F galvanised 2 strand steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacing & Straining & fixing to any type of Standared rails straining bolts including securing or tying at crossing with & provision of galvanised mild steel wire stapples or steel pins etc, complete all as specified and as directed.
35M&L for punched tape concertina coils 1050mm dia (including two handles and spikes on both ends of coil) having a core wire of high carbon spring steel of high tensile strength. The punched tape and core wire (2.5±0.35mm dia) shall be galvanised to provide protection against outdoor exposure. The punched tape shall be mechanically crimped over the core wire then formed into a coil at various parts of periphery of the coil. Blade profile as medium blade them formed into a coil at various parts of periphery of the coil. Blade profile as medium blade (MBBT). The wide of strip shall be 22mm and spacing of blades shall be 35 ± 0.5mm centre to centre. Tensile strength of wire shall be 1400-1500mm N/Sqmm. Concertina coil shall be fixed in diamond shape with the help of dove tail clip with barbed wire. Barbed wire shall be fixed with angle iron post and with the help of hog rings, complete all as specified and as directed.
36Applying two coats of synthetic enamel paint on steel & iron surface of any description, not otherwise described, over 10cm width or girth including preparation of new surface and applying one coat of red oxide zinc chrome, complete all as specified and as directed.
37M & L for brick work with sub class 'B' bricks (old sizes) straight or curved on plan exceeding 6 mtr mean radius built in CM 1:6,complete all as specified and as directed.
38M & L For Rendering 15 mm thick plastering on brick work or concrete surface in CM (1:6) and rendering is to be finished even and smooth w/o using extra cement, complete all as specified and as directed.
39M&L Sand filling under floors or in foundations including watering and consolidation, complete all as specified and as directed. Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 56223994
AUTHORITY Statutory Bodies & Commissions/Committees
TENDER VALUE 43.91 Lakhs
LAST DATE 21-07-2026
Authority
Authority Name Military Engineer Services
Work Description Tender for Provn Of Permanent Covered Shed For Generators At 19 Arty Bde And Construction Of 30 X 120 Ft Covered Vehicle Shed And Concrete Boundary Security Wall At Baramulla Under Ge 969 Ews
Basic Detail
Tender No CA NO 969 WS- /2026-27
Bidding Type Tender
Location
City Baramulla
State Jammu and Kashmir
Key Dates
Publish Date 30 Jun 2026
Submission Date 21 Jul 2026
Open Date 23 Jul 2026
Finance
Tender Value 43.91 Lakhs
Tender Fee 500
EMD 87820
Exemption Available
Document List
71a68d39-ba96-4f36-b101-e3b14afb454c.html
BOQ_868295.xls
TENDER.pdf
Tendernotice_1.pdf

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Tender Timeline

Jun 30, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Jul 21, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 18 days
Jul 23, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 20 days

Tender Documents

Download All (ZIP) ↓
html

71a68d39-ba96-4f36-b101-e3b14afb454c.html

xls

BOQ_868295.xls

pdf

TENDER.pdf

pdf

Tendernotice_1.pdf

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