Defence Statutory Bodies & Commissions/Committees Closing in 1 days TDR #55922864

Tender For Provn Of Store Room With Reinforced Cement Concrete Roof In D Sub Depot Office At Cad Pulgaon

Issued by Statutory Bodies & Commissions/Committees · Pulgaon, Maharashtra
Tender Value
29 Lakhs
Estimated cost
Bid Submission
08 Jul 2026
1 days left
EMD
58000
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Tender for Provn Of Store Room With Reinforced Cement Concrete Roof In D Sub Depot Office At Cad Pulgaon

BOQ

Name of Work:- PROVN OF STORE ROOM WITH RCC ROOF IN D SUB DEPOT OFFICE AT CAD PULGAON
Sl. No. Item Description
1M & L for surface dressing n exc 15 cm deep of hard and dence soil complete all as specified
2Excavation in trenches not exceeding 1.5m wide and not exceeding 10 Sq.m on plan area and not exceeding 1.5m deep any type of soil complete all as specified and as directed.
3M & L for PCC 1:4:8 type C2(using 40mm graded stone aggregate) in foundations, filling and mass concrete complete.
4Formwork 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 complete all as specified and as directed.
5Formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including sup- ports, overhangs, etc. also splays between floors and beams, etc.
6Formwork to sides of pillars, posts, struts, piers, columns and stanchions
7Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work;
8M&L for RCC M-25 as in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete
9M&L for RCC M-25 as in beams
10M&L for RCC-25 as in Columns, pillars, piers, posts and struts
11M&L for RCC-25as in Slabs supported on walls, beams and columns in floors, roofs, landings, balconies,
12Steel reinforcement works- mild steel bars (TMT) cut into length bent into required shape, including cranking, bending spirally for hooping for columns, hooking ends & binding with and including mild steel wire 10mm and above
13Steel reinforcement works- mild steel bars (TMT) cut into length bent into required shape, including cranking, bending spirally for hooping for columns, hooking ends & binding with and including mild steel wire up to 8mm as n stirrups
14Supply only liquid water proofing compound [ISI marked] of approved make.
15M & L for Brickwork with modular size fly ash bricks, straight or curved on plan exc 6m mean radius, built in 1.6 CM complete all as specified and as directed.
16M&L for rendering 15mm thick onfair faces of brick work or concrete surfaces in CM 1:4 finished even & smooth (without using extra lime or cement).
17M&L for rendering 15mm thick onfair faces of brick work or concrete surfaces in CM 1:6 finished even & smooth (without using extra lime or cement).
18M&L for rendering 5mm thick onfair faces of brick work or concrete surfaces in CM 1:3 finished even & smooth (without using extra lime or cement)
19M and L preparation of newly plaster surface on external wall surfaces and applying Two coats of weather proof exterior Acrylic emulsion paint (Camouflage) (APEX or equivalent) of any tint over one coat of Exterior Acrylic primer (Asian or equivalent) on walls upto 10 m height including scaffolding with required safety measuers and 3 mm thick wall care putty on external surface etc complete all as specified and as directed
20M&L for preparation of new steel and iron surfaces of any description not otherwise described over 10 cm width or girth and applying two coats of synthetic enamel paint over one coat of red oxide primer (Camouflage/ Combat pattern as per site requirement and as per the directions of Engineer-in-charge) complete all as specified.
21M & L preparation of New plastered wall surfaces and applying 3mm thick wall care putty to get smooth and even surfaces as directed and applying two costs of oil bound distemper complete all as specified and as directed by Engineer-in-charge.
22M & L for broken stone or boulder hard core of gauge not exceeding 63mm, deposited, spread levelled in layers n exc 15 cm thick, watered and rammed to a true surface all as specified and directed by Engineer - in - Charge.
23M & L for Moorum/red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled and rammed including watering all as specified and directed by Engineer - in - Charge.
24M & L for 100 mm thick, PCC 1:2:4 Type B-2, using 40mm graded aggregate as in Sub base for flooring complete all as specified and as directed.
25“M&L for Atactic propylene modified prefabricated membrane (3 mm thick with non-woven polyester mat) minimum weighing 3.0 kg/sqm with side laps of minimum 100 mm and end laps of minimum 150 mm laid and including vertical surfaces upto required height and tucking into grooves and sealing complete with thermofusion, torch application over compatible oil base bituminous primer at 0.40 ltr/sqm including cleaning surfaces and applying bituminous aluminium paint @ 0.200 gram per Sqm complete all as instructed as per manufacturer and directed by Engineer-in-charge over roof slab and porches including Brushing neat cement slurry with 3.0 kg of cement per sqm over concrete roof surface complete all as specified and as directed.”
26S&F aluminium powder coated window sliding type (3 track) with frame size 100x35x1.2mm thick and shutter frame size 39.40x17.70x1.2mm thick with two glass shutter and one mesh shutter including necessary jointing cleats, glazing clips, rubber packing, powder coated aluminium snap beading screws with and including 4mm thick plain float glass and 0.36mm dia apperture 1.4mm SS wire mesh and fittings etc and making good the jambs and painting with existing surface matching complete all as specified and directed by Engr-in-Charge
27S&F MS Framed work as in ventilators of angles or other section Fe-410W (Gde E-250) quality A 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 & including either hooks & hinges or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails & guides) & hanging; also fastening & fixing complete
28S&F Expanded metal weight not exc 4 kg per sqm, cut to length, bent to shape required and tying with and including annealed mild steel wire not less than 0.9 mm dia or fixed with galvanised steel stapes supplied and fixed complete to wood or steel member etc complete not exc 4 kg/sqm
29S&F in repair 1 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. all as specified and directed.
30M& L 20 mm Granite (of any type) work (table rubbed and polished) in steps, jambs, pillars, window- cills, cooking platforms and like in cement mortar (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite & icluding grinding and polising.
31M & L for Virified Ceramic tiles 10 mm thick (square/ rectangular) polished,(dark shade) area of each tiles not exceeding 0.36 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or colouredcement to match, over and including 15 mm thick screed bed in CM 1:6 all as specified.
32M & L for Virified Ceramic tiles 10 mm thick (square/ rectangular) polished,(dark shade) area of each tiles not exceeding 0.36 sqm, in skirting, over 10mm thick screed bed in CM 1:4 on walls set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade as specified and as directed.
33Material and labour Machine cut Kota stone slab 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, over and including 10 mm thick screed bed in cement mortar (1:6) as in flooring, kitchen platform, steps etc, including dismantling complete all as specified and as directed.
34M&L cement concrete 75mm thick 1:3:6 type C-2 using 40mm graded stone aggregate & 100thk underneath hard core as in Plinth protection fcomplete all as specified & directed.
35M & L for treating the top surface of filled earth at the rate of 5 litres of emulsion per squaremetre of surfacecomplete all as specified and as directed.
36M & L for treating the soil under plinth protection at the rate of 5 litres of emulsion per square metre of surface areacomplete all as specified and as directed.
37M & L for treating the soil along with external perimeter of building at the rate of 2.25 litre of emulsion per metre of the perimeter wall complete all as specified and as directed.
38Removal of excavated material [Soil] to a distance not exceeding 50 m and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and as directed.
39Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm.
40M & L for Surface excavation in any type of soil n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out complete all as specified and as directed.
41M & L 75mm thick Cement concrete type D-2, 1:4:8 (using 40mm graded crushed stone agg) as in sub base all as specified and as directed by Engr-in-Charge.
42M&L for PCC 1:2:4 type B1 using 20mm graded stone aggregate as in kerbs slightly rounded or chamfered angles sides of path complete all as specified and diected.
43M&L Machine pressed precast concrete rubber moulded interlocking paver block any shape and size confirming to IS 15658-2006 of 80 mm thickness, M-40 Grad with grey cement and pigments over & including 25 mm sand cushion of approved design & pattern as approved by GE, set complete all as specified. Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 55922864
AUTHORITY Statutory Bodies & Commissions/Committees
TENDER VALUE 29 Lakhs
LAST DATE 08-07-2026
Authority
Authority Name Military Engineer Services
Work Description Tender for Provn Of Store Room With Reinforced Cement Concrete Roof In D Sub Depot Office At Cad Pulgaon
Basic Detail
Tender No 8397/E8
Bidding Type Tender
Location
City Pulgaon
State Maharashtra
Key Dates
Publish Date 10 Jun 2026
Submission Date 08 Jul 2026
Open Date 10 Jul 2026
Finance
Tender Value 29 Lakhs
Tender Fee 500
EMD 58000
Exemption Available
Document List
046ca54b-0074-482d-819b-1b53602ddf23.html
BOQ_863626.xls
Tender8397.pdf
Tendernotice_1.pdf

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Tender Timeline

Jun 10, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Jul 08, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 1 day
Jul 10, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 3 days

Tender Documents

Download All (ZIP) ↓
html

046ca54b-0074-482d-819b-1b53602ddf23.html

xls

BOQ_863626.xls

pdf

Tender8397.pdf

pdf

Tendernotice_1.pdf

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