Defence Statutory Bodies & Commissions/Committees Closing in 18 days TDR #56415530

Tender For Provn Of Weather Shelters At Certain Locations And Pol Storage At Afs Issapur Construction of 25 Wg Under Ge (Af) Gurgaon

Issued by Statutory Bodies & Commissions/Committees · Gurgaon, Haryana
Tender Value
42.32 Lakhs
Estimated cost
Bid Submission
31 Jul 2026
18 days left
EMD
85000
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Gurgaon → Haryana
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Tender for Provn Of Weather Shelters At Certain Locations And Pol Storage At Afs Issapur Construction of 25 Wg Under Ge (Af) Gurgaon

BOQ

Name of Work:- Provn of weather shelters at certain locations and pol storage at AFS Issapur C/O 25 WG under GE (AF) Gurgaon
Sl. No. Item Description
1Demolition of cement concrete (un-reinforced) of any description & in any position not specifically provided complete including dismantling of floor tiles etc complete all as specified.
2Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting outgetting out soft/loose soil.
3Excavating in post holes (or similar holes) each n exc 0.5 cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm and getting out soft/loose soil complete all as specified.
4M&L for cement concrete type B-1, 1:2:4 (40mm graded stone aggregate) as in foundations, filling and mass concrete complete all as specified.
5M&L for Hardcore (broken stone or boulders) of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete.
6M&L 100 mm thick PCC 1:4:8 tybe D-2 using 40mm stone aggregate as in subbase.Complete all as specified
7M&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 compaction by using plate vibrator, filling the joints with fine sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand complete.
8M&L for cement concrete type B0 1:2:4 (using 12.50 mm graded stone aggregate) as in coping benching, gola, slightly rounded and similar items complete all as specified and as directed.
9M&L for 100 mm thick cement concrete (1:2:4) type B-1 with using (20 mm graded crushed stone aggregates) as in Hardstanding including spike rolling to surfaces or making impressions of expanded metal, whilst the concrete is green etc complete all as specified.
10S&F Steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I. S.1161-1979 grade St.-240 complete all as specified.
11S&F Plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment Fe 410 -W (Gde E- 250) quality A all as specified.
12S&F 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 specified.
13S&F 1 mm thick plain, galvanised, mild steel sheeting, in ridges, hips, valley gutters, drip and straight flashings (length and girth as fixed) with grade of zinc coating 275 complete all as specified.
14M&L prepration of new Steel surfaces of any description, not otherwise described, over 10cm width or girth & applying two coats of synthetic enamel paint over a coat of red oxide complete all as specified.
15Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out soft/Disintegrtated rock complete all as specified.
16Removing excavated material to distance not exc 50 metre and depositing where directed at a level n.exc 1.5 metre above the starting point complete all as specified and as directed by Engineer-in-Charge
17Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm thick with soil etc complete all as specified.
18M&L for plain cement concrete 1:4:8 type D-2 (using 40mm graded stone aggregate) as in foundation, filling & mass concrete, sub base complete all as specified.
19M&L for providing reinforced cement concrete (nominal mix) type B1 (1:2:4) using 20 mm graded stone aggregates 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.
20Use and removal of steel 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 for rough finished surfaces complete all as specified and as directed.
21M&L for providing reinforced cement concrete (nominal mix) type B1 (1:2:4) using 20 mm graded stone aggregates as in Columns, pillars, piers, posts and struts complete all as specified.
22Use and removal of steel formwork to sides of pillars, posts, struts, piers, columns and stanchions of any shape / cross section for rough finished surfaces of concrete complete all as specified and as directed.
23M&L for providing reinforced cement concrete (nominal mix) type B1 1:2:4 (20 mm graded stone aggregates) as in beams, cantilever, lintels over 1.5m span etc complete all as specified and directed.
24Use and removal of steel formwork to sides and soffits of floor or roof beams, beam launchings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, etc, splays between floors and beams and similar works for rough finished surfaces of concrete complete all as specified and as directed.
25M&L for providing reinforced cement concrete (nominal mix) type B1 (1:2:4) using 20 mm graded stone aggregates as in slabs supported on walls,beams and columns in floors,roofs, complete all as specified.
26Use and removal of steel formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work not exceeding 200mm thick [horizontal or sloping] including rough finished surfaces complete all as specified and directed.
27S & F Reinforcement using High Strength Corrosion Resistant Deformed TMT Bars of Grade Fe–500D of 10mm dia and over, cut to length, bent to shape required including cranking, bending, spirally for hooping, hooking ends and binding with annealed mild steel wire not less than 0.9mm dia or securing with clips or welded complete all as specified and as directed.
28S & F Reinforcement using High Strength Corrosion Resistant Deformed TMT Bars of Grade Fe–500D of 6 mm to 8 mm, as in stirrups, spacers and binders cut to length, bent to shape required including cranking, bending, spirally for hooping, hooking ends and binding with annealed mild steel wire not less than 0.9mm dia or securing with clips or welded complete all as specified and as directed.
29M&L brick work with sub class ‘B’ bricks old size straight or curved on plan exc 6.0 m mean radius built in cement mortar 1:6 complete all as specified.
30M&L for rendering 15 mm thick in cement mortar (1:6) on brick work or concrete surfaces finished even and smooth (without using extra cement) complete all as specified.
31M & L for rendering 5mm thick in cement mortar 1:4 including mixing water proofing compound as per manufacurers instructions over a backing coat of 10mm thick in CM 1:4 on concrete or brick masonry surfaces and finishing the top surface even and smooth without using extra cement complete all as specified and as directed.Note: Water proofing compound will be measured and paid separately.
32Supply only integral water proofing compound of approved make
33M & L for rendering 5 mm thick in Cement Mortar 1:3 on fair faces of concrete surface of ceiling finished even and smooth without using extra cement complete all as specified and as directed.
34M&L for preparation of newly plastered surfaces of wall and applying two coats of weather proof exterior emulsion paint( Camouflage Pattern) over a coat of primer complete all as specified and directed.
35M & L for preparing newly plastered ceiling surfaces and applying three coats of white washing complete all as specified and as directed.
36M & L preparation of newly plastered surfaces of wall and applying two coats of OBD over a coat of primer including preparation of surfaces on walls as specified and directed .
37M&L for Machine cut kota stone slab flooring 20-25mm thick ,over 20mm thick cement mortar (1:4) cement screed base laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete.
38M&L for Kota stone slab 20-25mm thick in riser of steps, skirting, dado and pillar laid over cement screed and jointed with grey cement slurry mixed with pigment to match the shade including backing coat 10mm thick in CM 1:3.
39M & L for 75 mm thick, PCC 1:3:6, Type C-1, using 20mm graded stone aggregate as in plinth protection, surfaces finished even and smooth complete all as specified and as directed.
40M & L for 100 mm thick, PCC 1:2:4, Type B-2, using 40mm graded stone aggregate as in sub floor, floor ect, surfaces finished even and smooth complete all as specified and as directed.
41M&L for 40 mm thick plain cement concrete flooring type B-1, 1:2:4 (20 mm graded crushed stone aggregate) finished even and smooth without using extra cement complete all as specified.
42Supply only 4.00 mm thick Sheet Glass ordinary quality in squares exceeding 0.5 Sq.m in each pane complete all as specified and as directed.
43S&F rolled mild steel in framed work as in doors or steel gates of angle or other section with gusset plates, rails, braces, etc., complete, drilled for fixing of steel sheeting or other covering. Doors, etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering,running rails and guides) and hanging; also fastening and fixing conforming to Fe- 290.Gde-E-165 complete all as specified.
44S&F 1.60 mm thick Mild steel, plain, black sheet in wall cladding, steel gates and similar work, cut to size, holes punched; including round headed screws, clout nails or rivets and fixed to wood or steel framing with plain 40 mm lap joints with riveted or welded seams, including bending or turning up, mitred angles, etc. as required.
45S&F window or ventilators section of frame 72x55mm fixed to wall or concrete surface with rowl plugs made of galvanised steel powder coated and section of shutter 47x20mm mulion section 72x50mm (Based steel as per IS 513 \\"D\\" quality galanised as per IS 277 with zinc of 120 gms/sqm) glazed or gauged and wire gauge shutter prepare to receive wire mesh to the shutter (Double door shutter) with total coated thickness of 0.6mm including grills/guard bars made of square bars powder coated fixed to window frame with screws including necessary fittings and all builders hardware such as handles, tower bolts and stays etc complete all as specified and as directed. Make : NCL type-4000 Series (Note : Glass and wiremesh shall be measured and paid separately under respective items)
46M & L for providing pre construction anti termite treatment for the backfill in contact with foundation by applying emulsion at the rate of 7.5 litres per square metre of vertical surface [Area of the substructure in contact with back fill] complete all as specified and as directed.
47M & L for providing pre construction anti termite treatment for the top surface of filled earth by applying emulsion at the rate of 5 litres per square metre of surface complete all as specified and as directed.
48M & L for providing pre construction anti termite treatment for the soil under plinth protection by applying emulsion at the rate of 5 litres per square metre of surface area complete all as specified and as directed.
49M & L for providing pre construction anti termite treatment for the soil along with external perimeter of building by applying emulsion at the rate of 2.25 litres per running metre of the perimeter wall complete all as specified and as directed.
50S & F Galvanized mild steel wire cloth 0.56mm nominal dia of wire and average width of aperature 1.18 mm and fixed with tinned tacks or galvanised wire staple.
51M & L for Preparing the surfaces of concrete roof and brushing neat cement slurry with 3.0 KG of cement per Sq.m area, rendering 10mm thick in cement mortar 1:3 on concrete surfaces finished even and smooth without using extra cement including mixing of water proofing compound of approved make as per manufacturers instructions for levelling the surface smooth to receive the water proofing membrane, priming the surface with a coat of cold applied bituminous primer @ 0.50 KG per Sq.m, applying a coat of Blown Bitumen of grade 85/25 @ 1.2 Kg per Sq.m, laying Polymeric water proofing membrane of weight not less than 3.00 Kg per Sq.m reinforced with polyester non-woven fabric of weight not less than 150 Grams per Sq.m, by torch application with side over lap of 100mm & end over lap of 150mm & tucked into the chases on vertical surfaces by thermo fusion including applying a coat of Blown Bitumen of grade 85/25 @ 1.2 Kg per Sq.m and finished with a coat of bituminous aluminium paint @ 100 grams per Sq.m on top for water proofing treatment complete all as specified and as directed. Note: Water proofing compound will be measured and paid separately.
52S&F 2 mm thick Fibre glass reinforced translucent plain sheeting with 100 mm side lap fixed with coach screw and washer in wall etc
53Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete.
54M&L for preparation of new concrete surface and applying two coat of synthetic enamel paint exc 10 cm girth or width not other wise described over a coat of primer etc complete all as specified. Please Enable Macros to View BoQ information
55M&L for preparation of new concrete surface and applying two coat of synthetic enamel paint exc 10 cm girth or width not other wise described over a coat of primer etc complete all as specified. Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 56415530
AUTHORITY Statutory Bodies & Commissions/Committees
TENDER VALUE 42.32 Lakhs
LAST DATE 31-07-2026
Authority
Authority Name Military Engineer Services
Work Description Tender for Provn Of Weather Shelters At Certain Locations And Pol Storage At Afs Issapur Construction of 25 Wg Under Ge (Af) Gurgaon
Basic Detail
Tender No GE/GUR-/NIT-40/2026-27
Bidding Type Tender
Location
City Gurgaon
State Haryana
Key Dates
Publish Date 10 Jul 2026
Submission Date 31 Jul 2026
Open Date 03 Aug 2026
Finance
Tender Value 42.32 Lakhs
Tender Fee 500
EMD 85000
Exemption Not Available
Document List
20e5978d-189d-4979-8c83-75260755b528.html
BOQ_871069.xls
TenderDocuments40.pdf
Tendernotice_1 (5).pdf

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Tender Timeline

Jul 10, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Jul 31, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 18 days
Aug 03, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 21 days

Tender Documents

Download All (ZIP) ↓
html

20e5978d-189d-4979-8c83-75260755b528.html

xls

BOQ_871069.xls

pdf

TenderDocuments40.pdf

pdf

Tendernotice_1 (5).pdf

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