Defence Statutory Bodies & Commissions/Committees Closing in 18 days TDR #57892711

Tender For Providing Of Mosquito Proffing Doors In Bldg No P-196 And Provn Of Certain B/R And E/M Sanctioned Works At Af Stn Madh Island Under Ge (Af) Thane.

Issued by Statutory Bodies & Commissions/Committees · Thane, Maharashtra
Tender Value
44.40 Lakhs
Estimated cost
Bid Submission
26 Oct 2026
18 days left
EMD
88800
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Thane → Maharashtra
EMD Exemption
Available
Quantity
Not Available

Project Description

Tender For Providing Of Mosquito Proffing Doors In Bldg No P-196 And Provn Of Certain B/R And E/M Sanctioned Works At Af Stn Madh Island Under Ge (Af) Thane.

BOQ

Name of Work:- PROVN OF MOSQUITO PROFFING DOORS IN BLDG NO P-196 AND PROVN OF CERTAIN B/R AND E/M SANCTIONED WORKS AT AF STN MADH ISLAND UNDER GE (AF) THANE.
Sl. No. Item Description
1Taking down chowkats or frames with shutters ( without taking off shutters from the frame) exc 1.5 Sqm but n exc 4 sq. m each complete all as specified and directed by the Engineer-in-Charge.
2S&F Factory made single extruded WPC (Wood Polymer Composite) solid door/ window/ Ceosetory windows & other Frames/ Chowkhat of size 65 x 125 mm (double door chowkate) comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 750 kg/cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum comp ressive strength of 58 N/mm2 , modules of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/ moisture proof and fire retardant and fixed in position with MS hold fast/lugs/SS dash fasteners of required dia and length complete all as specified and directed by the Engineer-in-Charge.Note: For WPC solid door/window frames, minus 5mm tolerance in dimension i.e depth and width of profile shall be acceptable. Variation in profile dimensions on plus side shall be acceptable but no extra payment on this account shall be made.
3S&F Factory made single extruded WPC (Wood Polymer Composite) solid door/ window/ Ceosetory windows & other Frames/ Chowkhat of size 50 x 100 mm (double door chowkate) comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 750 kg/cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum comp ressive strength of 58 N/mm2 , modules of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/ moisture proof and fire retardant and fixed in position with MS hold fast/lugs/SS dash fasteners of required dia and length complete all as specified and directed by the Engineer-in-Charge.Note: For WPC solid door/window frames, minus 5mm tolerance in dimension i.e depth and width of profile shall be acceptable. Variation in profile dimensions on plus side shall be acceptable but no extra payment on this account shall be made.
4S&F Factory made single extruded WPC (Wood Polymer Composite) solid plain flush door shutter of 30mm size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2 , modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws complete all as specified and directed by the Engineer-in-Charge. (Note: i) stainless steel butt hinges shall be paid separately and ii) cost of necessary S S screws shall be included in quated rate.)
5S&F 30mm thick factory made wiremesh solid WPC door shutter consisting of Density 600 Kg /Cbm Manufactured by an ISO-9001-2015 certified Company , Door to be panelled with SS mosquito Mesh and XTN aluminium Mesh for additional strength and safety purpose. (confirming as per IS:4020). The door should be water proof, termite proof, fire retardant and having screw holding capacity. Door to be fixed to frame with 3 nos. hinges hinges and 32mm long steel screws drilled suitable to pass through both the walls of the M.S tube.Other hardwares should be fixed with 19x6mm size steel screws etc. complete all as specified and directed by the Engineer-in-Charge.
6S&F stainless steel wire cloth 0.36 mm nominal dia of wire and average width of aperture 1.40mm and fixed in PVC door shutters complete all as specified and directed by the Engineer-in-Charge.
7S&F 100mm size stainless steel butt hinges, extruded pin, anodised complete all as specified and directed by the Engineer-in-Charge. Make : Shalimar, Deepak or ISI marked.
8S&F 150mm long aluminium anodized barrel tower bolts of extruded section. Make : Classic, Shalimar or equivalent ISI marked complete all as specified and directed by the Engineer-in-Charge.
9S&F 150mm extruded aluminium alloy handles fabricated type anodized. Make : Classic, Shalimar or equivalent ISI marked complete all as specified and directed by the Engineer-in-Charge.
10S&F 250mm length Aluminium alloy, anodised, sliding door bolt with hasp, staple (bolt type) and fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of extruded sections or cast-aluminium alloy and fixed. Make : Classic, Shalimar or equivalent ISI marked complete all as specified and directed by the Engineer-in-Charge.
11S&F 300mm mild steel helical door spring including roller plate complete all as specified and directed by the Engineer-in-Charge.
12S&F Floor door stopper of aluminium alloy body and tongue, anodised, with hard drawn steel spring, fixed in floor complete all as specified and directed by the Engineer-in-Charge.
13Excavation in trenches n.exc 1.5 m width and not exc 1.5 m in depth for drainage and getting out in hard dense soil complete all as specified and directed by the Engineer-in-Charge.
14M&L for Preparation of new plastered surfaces of wall and apply two coats of Acrylic emulsion exterior paint of required shade : (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) complete all as specified and directed by the Engineer-in-Charge.
15M&L for moorum filling in floors or pavings, laid in layers, spread, levelled and rammed including watering complete all as specified and directed by the Engineer-in-Charge.
16M&L for 75mm thick plain cement concrete type B1, (1:2:4) (20mm graded aggregate) and finishing cement concrete surface even and smooth without using extra cement complete all as specified and directed by the Engineer-in-Charge.
17Supply and fixing 2000 Litre capacity Rotational moulded polyethylene water storage tank (cylindrical vertical with closed top) three layers hoisted and fixed in position complete all as specified and directed by the Engineer-in-Charge.
18Excavating in post holes (or similar holes) each n exc 0.5cu. m, getting out, 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 directed by the Engineer-in-Charge.
19M&L for cement concrete in columns, pillars, posts etc type B1 (1:2:4) complete all as specified and directed by the Engineer-in-Charge.
20S&F Rolled Mild Steel (channel, angle, or tee sections) as in vertical posts with or without connecting plates, etc. confirming to Fe 410- W (Gde- E-250) quality -A complete all as specified and directed by the Engineer-in-Charge.
21S&F Rolled mild steel in Roof trusses (framed), purlins, and brackets for window chajjas, rafters framing (Beam, tee, angle, channel or flat sections) including distance pieces, cleats etc confirming to Fe 410 -W (Gde-E-250) quality A complete all as specified and directed by the Engineer-in-Charge.
22Supply and fix Pre-painted Galvalume Aluminium zinc coating GI based corrugated steel sheet 0.50 mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and directed by the Engineer-in-Charge.
23Supply and fix Pre-painted Galvalume Aluminium zinc coating GI based plain steel sheet 0.50 mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall at 5th floor, fixed with self tapping screws complete all as specified and directed by the Engineer-in-Charge.
24Excavating over areas, n.exc 1.5m deep and getting out in hard/ dense soil and getting out complete all as specified and directed by the Engineer-in-Charge.
25Excavating over areas, n.exc 1.5m deep and getting out in soft / disintegrated rock and getting out complete all as specified and directed by the Engineer-in-Charge.
26Excavating over areas, n.exc 1.5m deep and getting out in hard rock and getting out complete all as specified and directed by the Engineer-in-Charge.
27Excavating over areas, exc 1.5m deep but n.exc 3m deep and getting out in hard/ dense soil and getting out complete all as specified and directed by the Engineer-in-Charge.
28Excavating over areas, exc 1.5m deep but n.exc 3m deep and getting out in soft / disintegrated rock and getting out complete all as specified and directed by the Engineer-in-Charge.
29Excavating over areas, exc 1.5m deep but n.exc 3m deep and getting out in hard rock and getting out complete all as specified and directed by the Engineer-in-Charge.
30M&L for Cement concrete type D2 (1:4:8) in foundations, filling and sub base concrete complete all as specified and directed by the Engineer-in-Charge.
31M&L for Walling of random rubble,uncoursed ,well bonded, bedded & solidly hearted and build in cement mortar 1:4 complete all as specified and directed by the Engineer-in-Charge.
32S&F 110mm bore PVC (SWR) pipes single socketed, in any leength with rubber ring joints, fixed to walls 75mm bore of pipe complete all as specified and directed by the Engineer-in-Charge.
33Extra over stone walling for hammer dressing to face stones and dressing of face beds and joints,as specified, of random rubble walling,uncoursed or brought upto courses and dressed surface n. exc. 20mm complete all as specified and directed by the Engineer-in-Charge.
34Returning, filling in soft/loose soil, hard/dense soil including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed by the Engineer-in-Charge.
35M&L for cement concrete type B1(1:2:4) in copings ,apex stones, kerbs rounded or chamfered angles and throating complete all as specified and directed by the Engineer-in-Charge.
36Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out complete all as specified and directed by the Engineer-in-Charge.
37M &L for old size Brickwork with sub-class `B' brick straight or curved on plan exc 6m mean radius built in CM 1:6 complete all as specified and directed by the Engineer-in-Charge.
38M&L for rendering 15mm thick on fair faces of brick work in CM 1:4 & rendering is to be finished even and smooth (without using extra cement) complete all as specified and directed by the Engineer-in-Charge.
39M&L for rubber moulded glossy fininsh coloured chequred cement concrete tiles of s xize 30cm x 30 cm x 25 mm thick, set, jointed and pointed in neat cement slurry in floors over 15mm thick screed bed in CM 1:6 complete all as specified and directed by the Engineer-in-Charge.
40Racking out joints / poiting to random rubble masonry , coursed or uncoursed built in cement mortar complete all as specified and directed by the Engineer-in-Charge.
41M&L for raised pointing to random or polygonal rubble masonry, uncoursed or brought upto courses in cement mortar 1:4 complete all as specified and directed by the Engineer-in-Charge.
42Framed work such as grills,gratings, etc.. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe.290.Gde-E-165 complete all as specified and directed by the Engineer-in-Charge.
43Preparation of new steel surfaces & apply 2 coats of synthetic enamal paint over a coat of red oxide complete all as specified and directed by the Engineer-in-Charge.
44Removing excavated material n exce.50 m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed by the Engineer-in-Charge.
45Removing of debris / earth of any kind/ rock (of any kind) obtained from demolition items/ excavation including loading / unloading etc, outside MD land, upto 60 KM or per BMC directions/guidelines complete all as specified and directed by the Engineer-in-Charge. Please Enable Macros to View BoQ information
46Removing of debris / earth of any kind/ rock (of any kind) obtained from demolition items/ excavation including loading / unloading etc, outside MD land, upto 60 KM or per BMC directions/guidelines complete all as specified and directed by the Engineer-in-Charge. Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57892711
AUTHORITY Statutory Bodies & Commissions/Committees
TENDER VALUE 44.40 Lakhs
LAST DATE 26-10-2026
Authority
Authority Name Military Engineer Services
Work Description Tender For Providing Of Mosquito Proffing Doors In Bldg No P-196 And Provn Of Certain B/R And E/M Sanctioned Works At Af Stn Madh Island Under Ge (Af) Thane.
Basic Detail
Tender No GE (AF) T-50 OF 2026-27 (8658)
Bidding Type Tender
Location
City Thane
State Maharashtra
Key Dates
Publish Date 06 Oct 2026
Submission Date 26 Oct 2026
Open Date 02 Nov 2026
Finance
Tender Value 44.40 Lakhs
Tender Fee 500
EMD 88800
Exemption Available
Document List
b73c5493-59a3-4e72-a308-d93ad0635775.html
BOQ_888761.xls
TD8658.pdf
Tendernotice_1.pdf

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Tender Timeline

Oct 06, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Oct 26, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 18 days
Nov 02, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 25 days

Tender Documents

Download All (ZIP) ↓
html

b73c5493-59a3-4e72-a308-d93ad0635775.html

xls

BOQ_888761.xls

pdf

TD8658.pdf

pdf

Tendernotice_1.pdf

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