Defence Statutory Bodies & Commissions/Committees Closing in 4 days TDR #56214529

Tender For Special Repair To Under Ground Water Tank And Misc Works To E/M Offices Of Hq Wac At Subroto Park

Issued by Statutory Bodies & Commissions/Committees · New Delhi, Delhi
Tender Value
42.32 Lakhs
Estimated cost
Bid Submission
27 Jul 2026
4 days left
EMD
84640
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
New Delhi → Delhi
EMD Exemption
Available
Quantity
Not Available

Project Description

Tender for Special Repair To Under Ground Water Tank And Misc Works To E/M Offices Of Hq Wac At Subroto Park

Corrigendum

Sr No Corrigendum Date Corrigendum Type New Submission Date
1 20-Jul-2026 Bid Auto Extn Corrigendum Bid Auto Extn Corrigendum 27-Jul-2026

BOQ

Name of Work:- SPECIAL REPAIR TO UNDER GROUND WATER TANK AND MISC WORKS TO E/M OFFICES OF HQ WAC AT SUBROTO PARK
Sl. No. Item Description
1Demolition of cement concrete (un reinforced) concrete of any description and in any position not otherwise specifically provided for and removing the debries out side of defence land complete all as specified and directed.
2Demolition of reinforced cement concrete in any description and in any position not otherwise specifically provided and removing the debries out side of defence land complete all as specified and directed.
3Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as specified and directed.
4Dismantling fencing wire mesh, any type complete all as specified and directed.
5Taking down cement plaster etc on brick wall or stone walls etc including raking out joints, hacking for key, scrubbing down with water etc and disposed off unserviceable materials to out side MoD land complete all as specified and as directed.
6M&L 12 mm thick cement mortar 1:6 on other than fair faces of brick work or concrete surfaces on wall surface even and smooth without using any extra cement complete all as specified and as directed.
7M&L for rendering 5 mm thick on fair faces of brick work or concrete surfaces in cement mortar (1:3) as in ceiling complete all as specified and as directed.
8M&L 15 mm thick cement mortar 1:4 on other than fair faces of brick work or concrete surfaces on wall surface even and smooth without using any extra cement complete all as specified and as directed.
9M &L for PCC (1:2:4) (using 20 mm graded stone aggregate) for flooring of underground sump etc complete all as specified and as directed.
10M & L RCC M-30 grade (Design Mix) (using 20 mm graded stone aggregate) in curved wall complete all as specified and as directed.
11M & L RCC M-30 grade (Design Mix) (using 20 mm graded stone aggregate) in curved Beams, cantilevers, bressummers, lintels over 1.5 m span complete all as specified and as directed.
12M & L RCC M-30 grade (Design mix) (using 20 mm graded stone aggregate) in domes complete all as specified and as directed.
13M&L for form work of curved wall complete all as specified and as directed.
14M & L for curved formwork to sides & soffit of floor or roof beams, beam haunching,girders etc for rough finish of concrete flate surface complete all as specified and as directed.
15M & L for form work for dome complete all as specified and as directed.
16M & L MS deformed Corrosion Resistant steel(CRS) TMT bars 10mm dia and over,cut to length,bent to shape reqd incl cranking,bending spirally for hooping, rungs etc and binding with MS wire (annealed) not less than 0.90 mm dia or securing with clip to the foundation complete all as specified and as directed.
17M & L MS deformed Corrosion Resistant steel(CRS) TMT bars 8 to 6mm dia cut to length,bent to shape reqd incl cranking,bending spirally for hooping etc and binding with MS wire (annealed) not less than 0.90 mm dia or securing with clip to the foundation complete all as specified and as directed.
18All as per Item no 17 here in before but 5mm dia and over up to and includind 10 mm dia in stirrups, spacers and binders.
19S & F for PVC water stopper 6mm thick for use in construction joints of water storage sump complete all as specified and as directed.
20M & L for 75 mm thick PCC 1:3:6 type C2 as in Plinth Protection including making joints & filling with sand bitumen mastic complete all as specified and as directed.
21M & L rendering 15mm thick on fair faces of brick work or conc surfaces (1:4) cement mortar finish even and fair without using extra cement with WPC as per manufacturer instruction complete all as specified and as directed.Note : WPC will be measured and paid separately
22Supply only integral water proofing compound complete all as specified and as directed.
23S&F for 150 mm dia CI pipe (knowl) with mosquito proof net complete all as specified as directed.
24S&F for 560 mm dia manhole CI with frame complete all as specified in complete all as specified and as directed.
25S &F anlge mild steel sections conforming to Gde Fe-410-0 grade A as Stairs (framed) including stringers, treades, landing, balusters, hand rails etc. including cleats, brackets, etc.complete all as specified and as directed
26Supply and fixing in repair windows/ ventilators fabricated from 0.60mm thick roll formed section made of galvanised steel powder coated (Base steel as per IS-513\\"D\\" quality) galvanised as per IS-277 with ZINC of 120GM/SQM . Windows /ventilators having frame suitable for dual shutter i.e. inner and outer shutter with grill, glazed and wire mess shutter and all fitting, fixtures accessories incl 6mmx12mm flat iron with 10mm square bar M.S. grills complete as specified and shown in drawing No CEAF/STD-191/2014, sheet 1/2 & 2/2 dated 11.12.14(4000 series) NOTE: (i) Glazed shutter with 4.00 mm thick glass, mesh shutter with 32 gauge stainless mesh and MS grill as per srl no 10,11 and 13 of notes of above mentioned drawing is deemed to be inclusive in the rate quoted for unit (ii) Glass, stainless teel mesh will be fixed to window by authorised rep of manufacturer of window only. Rate including taking down of windows and making good the surface.
27S&F in repair for 1.25 mm thick Steel rolling shutters, with or without ball bearing, as specified including top cover, an choring rod, hasp and staple and one shop coat of primer; erected in position as indicated inclding all connected accessories complete: push pull or manual type complete all as specified and as directed by Engineer-in-Charge.
28S & F Safety lever locks mild steel with 4 levers for rolling shutter complete all as specified and as directed by Engineer-in-Charge.
29M&L for PCC (1 : 4 : 8 ), Type D2, (using 40mm graded stone aggregates) as in foundations, filling, sub base and mass concrete, complete all as specified and as directed.
30M& L for 60 mm thick, M-35 grade machine pressed precast interlocking concrete coloured (Red/yellow) paver block over 25 mm thick sand cushioning in any shape and size with grey cement and pigment as approved confirming to IS 15658-2006 complete all as specified and as directed by the Engineer-in-Charge.
31Dismantling of Stone slabs laid, bedded and pointed in any mortar complete all as specified and directed
32M&L for screed bed or bedding layer of mortar 20 mm thick in CM 1:4 for laying floor finishes complete all as specified and directed.
33M & L for machine cut kota stone slab flooring 20-25 mm thick over cement screed base laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing to achieve mirror polish complete all as specified and as directed.
34M&L for machine cut kota stone slab 20-25mm thick as in riser of steps, skirtings, dados etc over 10 mm thick cement screed in cm (1:6) jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing to achieve mirror polish complete all as specified and as directed.
35Removal of debries from site to out side of defence premises on discretion of contractor exceeding 2.5 Km and not exceeding 5 Km complete all as specified.
36M&L for dismantling loose concrete cover of RCC slab, ceiling , columns, beams,chajja, balconies, staircase and as directed, roughening and cleaning concrete surfaces with steel wire brushes, removing of rust from existing steel surfaces with rust removers of SIKA rustoff 100 applied two coats @0.15kg/Sqm per coat of steel surface and cleaning all rust with steel wire brush and washed with water and allowed to dry including S&F welded fabric GI wire mesh or wire , size not less than 75 x 75 mm and 3 mm dia or exising size of TMT bar where required as per Engr-in-charge direction in slab/ceiling/column/beam as reinforcement to concrete. After placing the additional reinforcement, all concrete surfaces shall be thoroughly scurbbed with brushes, washed with water and allowed to dry to this surface , apply chemical polycrete admixture at the rate not less than 2% by weight of cement and providing minimum 30 mm thick (average thickness) guniting mix (using 1 part of ordinary portland cement 53 grade and 2 parts of ghaggar sand mixed with adhesive/admixture at the rate as directed) with a pressure of 2.2 to 2.5 kg per sqm by guniting machine and surfaces finished even and fair including necessary padding, shuttering form work etc. and finally applying 5 mm thick cement plaster in CM 1:3 complete all as specified and directed by Engineer-in-Charge. Note:- (a) Arrangement for proper covering of all electricals panels ,VCB,Transformers, to protect them from water ,dust etc with tarpaulin / flexible covers to get water proof arrangment for uninterrupted supply of electric while execution of work Work will executed upto3rd floor and for ceiling work contractor to make arrangments above the equipments by scaffolding etc for smooth working(b) The rate is inclusive for scaffolding or reqd necessary arrangement for multi-storey bldg external gunniting.
37Excavating in post holes (or similar holes) each n exc 0.5 cu. m, 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, complete all as specified and directed.
38M&L cement concrete 1:3:6 type C2 (using 40mm graded stone aggregate) in foundations, filling and mass concrete complete all as specified and as directed.
39M & L Hand rails, half round or other steel section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embeding in concrete and screwing etc. wind ties for roof including securing bolts; posts and struts, gate 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 necessary drilling, bolting or riveting, etc, and similar work conforming to Fe-290 Gde E-165 complete all as specified and directed.
40Supply only Chain link MS galvanised fencing, any size or type weighting complete all as specified and directed.
41Fixing only chain link fencing including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc. including provission of binding wire including taking down old one complete all as specified and directed.
42Mild steel screw bolts (machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, n exc 5cm long dia of shank 5 to 10 mm, complete all as specified and as directed.
43S&F for mild steel round bars, 10 mm dia and over cut to length bent to shape required including cranking binding spirally, hooping for columns hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia quality conforming to Fe-410W Gde E-250 complete all as specified and directed.
44Demolition of any type of roof treament (i.e App membrance, brick tiles, mud phuska, cement concrete/ lime concrete etc ) from roof any thickness including leaping plaster including removing the demolished material from roof out side defence land complete all as specified and directed by Engineer-in-Charge.
45M & L for cement concrete 1:2 :4 type B-0 (using 12.5 mm graded stone aggregate) laid as in padding over roof slabs with WPC as per manufacturer instruction for providing proper slope including finishing surface by using extra cement even and fair, complete all as specified and as directed.
46Cleaning and preparation of the surface to receive high-performance Thermoplastic polyolefin (TPO) water proofing membrane system shall be a sound base, any crack shall be treated with cementious repair mortar of epoxy crack filling mortar by proper grooving arrangement, complete all as specified and as directed.
47Providing and laying / fixing TPO membrane of nonflammable waterproofing of roof which shall be a 1.5mm thick loose laid TPO membrane layers overlapped to achieve a minimum weld of 110mm, Hot air welding can be either hand applied or by means of automatic machines and the rollseither end are overlapped with layers of non-woven geotextile fiber, the separation layer provided to prevent the mechanical abrasion and cushioning between the membrane and the concrete substructure, the termination of high performance Thermoplastic polyolefin (TPO) water proofing membrance by aluminium strip anchoring, complete all as specified and directed.Note: Work shall be executed by authorised applicator with prior experience of more than 5 years in applying similar system.
48M & L Preparation of newly plastered or unplastered surface and applying two coats of distemper oil emulsion over a one coat of primer ion walls complete all as specified and as directed.
49M&L for complete removal of existing treatment of old decorated surfaces of walls by steel wire brushing; scrapping down smoke soot, moulds, moss and efflorescent salts and trading oil and greasy spots and washing, rubbing down and stoping of existing surface and making the surface even and smooth and apply two coats of oil bound distemper on walls complete all as specified and as directed.
50M & L preparation of newly plastered surface and applying three coats of white wash on ceilings complete all as specified and as directed.
51M&L for complete removal of existing treatment of old decorated surfaces of walls by steel wire brushing; scrapping down smoke soot, moulds, moss and efflorescent salts and trading oil and greasy spots and washing, rubbing down and stoping of existing surface and making the surface even and smooth and apply two coats of white wash on ceilings, complete all as specified and as directed.
52M&L for preparation of newly plastered or concrete surfaces of wall and applying two coat of weather coat over a coat of primer complete all as specified and directed.
53M&L for complete removal of existing treatment of old decorated surfaces of walls by steel wire brushing; scrapping down smoke soot, moulds, moss and efflorescent salts and trading oil and greasy spots and washing, rubbing down and stoping of existing surface and making the surface even and smooth and apply two coats of weather coat over and including a coat of primer complete all as specified and as directed by Engr-in-Charge.
54M&L two coats of synthetic enamel paint over a coat of red oxide primer including prepration of newly steel surfaces, complete all as specified and as directed.
55Taking down carefully copper/aluminium point wiring light ,fan, light fittings,socket or power complete, such as switches, ceiling roses, pendents, regulators, sockets etc.removing materials to store for keeping in safe costudy or for taking credit (credit for above items should be made as per conditioned separately) and making good disturbed surface of walls, floors etc. complete all as specified and directed by Engineer-in-Charge. Please Enable Macros to View BoQ information
56Taking down carefully copper/aluminium point wiring light ,fan, light fittings,socket or power complete, such as switches, ceiling roses, pendents, regulators, sockets etc.removing materials to store for keeping in safe costudy or for taking credit (credit for above items should be made as per conditioned separately) and making good disturbed surface of walls, floors etc. complete all as specified and directed by Engineer-in-Charge. Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 56214529
AUTHORITY Statutory Bodies & Commissions/Committees
TENDER VALUE 42.32 Lakhs
LAST DATE 27-07-2026
Authority
Authority Name Military Engineer Services
Work Description Tender for Special Repair To Under Ground Water Tank And Misc Works To E/M Offices Of Hq Wac At Subroto Park
Basic Detail
Tender No GE/SP/TOKEN-09/2026-27
Bidding Type Tender
Location
City New Delhi
State Delhi
Key Dates
Publish Date 20 Jul 2026
Submission Date 27 Jul 2026
Open Date 30 Jul 2026
Finance
Tender Value 42.32 Lakhs
Tender Fee 500
EMD 84640
Exemption Available
Document List
43d59fac-580a-43c5-9594-3849933f7058.html
BOQ_868174.xls
Tender09.pdf
Tendernotice_1.pdf

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Tender Timeline

Jul 20, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Jul 27, 2026
18:00 IST

Corrigendum-1 Issued

Clarifications on tender conditions and amendments issued.

Upcoming · 4 days
Jul 27, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 4 days
Jul 30, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 7 days

Tender Documents

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html

43d59fac-580a-43c5-9594-3849933f7058.html

xls

BOQ_868174.xls

pdf

Tender09.pdf

pdf

Tendernotice_1.pdf

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