Defence Statutory Bodies & Commissions/Committees Closing in 0 days TDR #51366794

Tender For Special Repair To Flooring At Certain Locations And Certain Minor Works At 9Brd Afs Pune Under Ge Af Lohegaon

Issued by Statutory Bodies & Commissions/Committees · pune, Maharashtra
Tender Value
40 Lakhs
Estimated cost
Bid Submission
11 Oct 2025
0 days left
EMD
80000
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Special Repair To Flooring At Certain Locations And Certain Minor Works At 9Brd Afs Pune Under Ge Af Lohegaon

Corrigendum

Sr No Corrigendum Date Corrigendum Type New Submission Date
1 03-Oct-2025 REVISION OF BOQ BOQ 11-Oct-2025

BOQ

Name of Work:SPECIAL REPAIR TO FLOORING AT CERTAIN LOCATIONS AND CERTAIN MINOR WORKS AT 9BRD AFS PUNE UNDER GE AF LOHEGAON
Sl. No. Item Description
1Demolition of brick work /stone masonry/pcc block masonry built in cementmortar of any description all as specified and directed.
2M&L for Providingce- ment concrete type B2 1:2:4 using 40mm graded stone aggregates in win- dow or door cills, lintels,bressumers, steps, quoin blocks (foruse with masonry), string courses, copings. kneelers, apex stones, pier caps, columns, posts, boundary pillars, bed plates, pintle blocks, ancho-rage blocks, bonders (for stone wallin). corbels, brackets, etc. (of any section indicated), with plain fair faces, including chamfers, weatherings, throat- ing etc. and setting in mortar complete with joints to match etc.complete all as specified and directed.
3S&F rolled section as in main & cross beam , hip and jack rafter &purlins where connected to common rafter and running rails etc complete using Fe 410 -W (Gde- E- 250) quality- A all as specified and directed.
4S&F rolled section 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.
5M&L for Plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment complete all as specified and directed.
6M&L two coats of synthetic enamel paint over one coat of red oxide primer on new steel surface after necessary preparaton of surface over 10 cm in width or girth complete.
7S & F Pre painted galvatume 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 as specified.
8S & F Pre painted galvatume 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, fixed with self tapping screws as specified.
9S&F for GI powder coated snap grid frame work for suspendedfalse ceiling size 605 x 605mm of 12mm th Fibre insulation boards, flame retardant type, treated on one face only in ceiling fixed with screws including hanger 6mm dia GI (upto 1200mm length) adjusting level fixed to roof slabs by means of ceiling cleats made out of GI flat 40 x 3 mm size 60mm long and expansion hold fasteners 12.5mm dia 40mm long complete as per manufacturer instructionscomplete all as specified and directed by Engineer in charge.
10M&L for 10mm thick rendering in CM (1:6) on internal surfaces of brick work or concrete surfacesfinished even and smooth without using extra cement, complete all as specified and directed.
11M & L for prepartion of newly plastered surfaces and priming plastered surfaces with alkali resistant primer and applying two coats of acrylic oil bound distemper on walls over 3mm wall care putty in 3 layerys of 1 mm each complete all as specified and directed.
12M & L Framed work such as grills, gratings, etc.. with ends of bars shouldered/welded 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 anddirected.
13M & L Collapsible steel gates, top hung, consisting of channel pickets, pivoted flat bars, top and bottom runners,frames, handles etc., as specified, erected in position and securing runners with holdfasts and brackets, handels and locking arrangements, complete all as specified anddirected.
14Excavation in trenches n.exc 1.5m wide and n.exc 1.5m in depth for foundations, manholes etc and getting out in soft/loose soil complete all specified and directed.
15Excavation in trenches n.exc 1.5m wide and n.exc 1.5m in depth for foundations, manholes etc and getting out in hard/dense soil complete all specified and directed.
16Excavation in trenches n.exc 1.5m wide and n.exc 1.5m in depth for foundations, manholes etc and getting out in soft disintegrate rock complete all specified and directed.
17Excavating over areas, n exc 1.5 m deep and getting out insoft disintegrate rock.
18Excavating over areas, exc 1.5 m deep but n exc 3 m deep and getting out in soft disintegrate rock.
19M&L 150mm dia RCCdrain pipes class NP2 laid in treches & jointedwith collars etc complete.
20M & L Cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-l smooth finished, and reforming benching as required 150mm Dia.
21Returning filling in including spreading levelling watering and well ramming in layers n.exc 25cm in any type of rock.
22Removing the excavated surplus soils not exceeding 50mtr but N.exc 250 mtranddepositings where directed at a level n.exc 1.5 mtr above the starting point complete all specified and directed.
23M&L for PCC 1:3:6 type C2 (using 40mm graded stone aggregate) as in bed to drain pipes 150mm dia including packing under and haunching against the sides of pipes after they are laid and tested all as specified
24M & L for PCC (1:4:8) type - D2 (using 40mm graded stone aggregate)Cement concrete in foundations filling and mass concrete etc completed
25M&L PCC solid block masonry 1:3:6 built in Cement mortor 1:6 complete all as specified and directed.
26M&L rendering 15mm thick in cm 1:4 on fair faces of brick work or concrete surface complete all specified and directed.
27M &L for Reinforcedcement concrete (1:2:4) type B1 using 20mm aggregate slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like as directed.
28Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping)
29Form work to edges of concrete flats, breaks in floors, openings in concrete walls, floors and roofs and sides of RC/PCC bends in walls, horizontal or sloping and similar work all exceeding 10cm n exc 20 cm wide etc, surface fair finished.
30M&L forprecast reinforced cement concrete type B1 (1:2:4) incover slabstone aggregate, with plain faces, set in cement mortar (1:6) complete all as specified and directed.
31M&L for MS TMT bars, 10mm dia & over , cut ot length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with wire and quality complete all as directed.
32M&L for MS TMT bars mm, cut ot length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with wire and quality complete all as directed.
33M&L PCC 1:3:6 type C2 using 40mm graded stone aggregate as inbenching/hunching of manholes and drains complete all as specified and directed.
34M&L for providing plain cement concrete 1:2:4 type B-1using 20mm graded stone aggregate as in kerb stone, coping including framed work for man holes etc including weathering ,slightly rounded or chamfered angle and throating as directed including necessary form work complete all as specifed and directed
35S&F 110mm bore PVC (SWR) pipes single socketed , in any length with rubber ring joints, laid in trenches or in floors or similiar complete all as specified and directed.
36S&F110mm bore PVC (SWR) bends any radius complete all as specified and directed.
37S&F 110 mm bore PVC (SWR) vent cowl complete all as specified and directed.
38Excavating in post hole or similar hole each n.exc. 0.50 cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around in layers n.exc. 25 cm, watering and removing surplas soil to adistance not exc. 50 mtr and making good surface in soft soil complete all as specified and as directed by Engg-in-Charge.
39M & L Joist, channel, angle, or tee sections, fixed independently in vertical Posts, without connecting plates, etc.Fe 410-W (Gde E250) quality-A
40M&L for hardcore of gauge n.exc 0.63 mm, deposited, spread and levelled in layers n.exc 15 cm thick, watered and rammed to a true surface of a broken stone or boulders complete all as specified and directed.
41M&L for 100mm thick PCCtypeC-2 (1:3:6) using 40mm graded agg as inflooring finished even and smooth w/o usin extra cement .
42M&L for machine pressed precast concrete interlocking paver block 60 mm thick rubber molded any shape and size confirming to IS 15658-2006 of 60mm thickness M-35 grade with grey cement and pigment over sand complete all as specified and directed.
43M&L for Brickwork with fly ash bricks straight or curved on plan exc 6 m mean radius in CM 1:6 complete.
44S & F Rotational moulded polyethylene water storage tank capacity 1000 ltrs (cylindrical vertical with closed top) hoisted and fixed in position to pipes with necessary fittings all as specified
45S & F Ball brass 25 mm valves, high pressure, with polythene float and flynut complete, screwed for iron pipe or brass ferrule and fixed
46S&F 20 mm Nipple suitable for HDPE water tank. (Minimum weight 15mm-38gms/20mm- 45gms /25mm- 65gms)
47S&F Bib taps 15 mm bore , fancy type cast copper alloy chromiun plated with crutch or butterfly handle, screwed down, screwed for iron pipe or for brass ferrule and fixed complete
48S & F GI pipe medium grade 15 mm dia bore galvanised, with all fitting and fixed complete to walls and ceilings or laid in floors complete all as specified and directed.
49Supply & lay 25mm dia pipe galvanized, medium class including fittings and making hole in existing pipeline of any size for connection of 25mm dia GI pipe complete all as specified and directed.
50Supply & fix Stop valves 25 mm dia, screwed foriron pipe orfor unions and fixed for the below said sizes complete all as specified and directed.
51Providing, cement concrete type B11:2:4 (20mm graded aggregate) as in coping kneelers, apex stones, bed plates, kerbs as directed compelte
52Providing 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.
53Demolition of cement concrete (un-reinforced) in ground floors, Hardstanding and pavings not exc 15 cm thickness (below or above ground level) complete all as specified and directed.
54M&L for 150 mm thick Cement concrete work in pavement/ hard-standing of flexural strength 40 kg/per square centimetre in floors having design mix using 400 kg of cement per cubic metre laid in panels with and including all necessary formwork to divide the area in panels not exc 9 Sqm each and conforming to design and finishing top surface even and smooth after laying and compacted for heavy duty industrial use with using Nitoflor hardtop floor hardener or equivalent @ 5kg/sqm in two layers by using authorised applicator to get desired smooth finish fresh greenconcrete surface complete all as specified and directed.Note:Floor hardner will be measured and paid seperately.
55Supply only floor hardner Nitoflor hardtop of fosroc or equivalentcomplete all as specified and directed.
56M & L for Aluminium dividing strips 38 mm width, 1.5mm thick, inserted in position, conform to design complete all as specified and directed.
57M& L hand cut kota stone slab flooring 20-25mm thick over cement screed base laid andjointed with grey cement slurry mixed with pigment to match the shade of the slab laid over and including screed bed 15 mm thick in cement mortar (1:4), including rubbing and mirror polishing complete all as specified and directed.
58M& L hand cut kota stone slab flooring 20-25mm thick as in vertical surface such as skirting and dado jointed with grey cement slurry mixed with pigment to match the shade of the slab laid over and including rendering of 10 mm thick in cement mortar (1:4), including rubbing and mirror polishing complete all as specified and directed.
59M&L for vitrified ceramic tiles Light shade 10mm thick (square/rectangular ) polished ,area of each tilesexceeding 0.36 sqm but not exceeding 0.42sqm in floors ,in floors set and jointed in neat cement slurry and pointed in white or coloured cement to match over 15 mm thick screed bed in CM (1:6).
60M&L for virified ceramic tiles Light shade 10mm thick (square/rectangular ) polished ,area of each tilesexceeding 0.36 sqm but not exceeding 0.42sqm indado skirting etc set and jointed in neat cement slurry and pointed in white or coloured cement to match over 10mm thick rendering in CM (1:3) .
61Supply, laying, jointing, testing and commissioning of LT under ground cable of size 16 sqmm 4core 1100 volts grade XLPE(cross linked polythene ) armoured with galvanised round steel wire or steel strip , electric power cable heavy duty, with multi stranded aluminium conductor, laid in trenches, ducts fix on walls/poles with proper size saddles and clamp laid under roads/path/ drain /colverts or enclosed in GI pipe/ fix completecable complete all as specified and directed , for following size:-
62Material and labour for stone dust sand cushioning to under ground cable, provided with a layer 8 cm before and 10 cm after laying and stretching jointing and testing the cable complete all as specified and directed[Note : Measuremenet will be done after punning]
63Supplying and laying PCC cable cover un-reinforced 250x150x40 mm, ISI marked, class LV Type-I
64Material and labour for providing point wiring with two runs of 1.5 Sqmmmulti stranded copper conductor FRLSH PVC insulated single core 1100 volts grade & with one run of 1.5 Sqmm single core multi stranded copper conductor FRLSH PVC insulated 1100 Volts grade wire for continuous earthing complete in and including PVC conduit with all fittings/fixture etc and opentype Plastic Enclosure( Plastic Switch Board )ISI Marked for housing switches / sockets all a specified and directed
65(a) One light point controlled by one switch .
66Supply and fix switch piano flush type 5 Amp one way. (ISI marked)
67Supply and fix ceiling rose surface type bakelite / PVCthree terminal 65 x 50mm. (ISI marked)
68Supply & fix LED tube light fitting comprising of 20 watt Aluminium T-8 LED tube rod with inbuilt driver and acessories, the tube rod shall have efficacy of 100 Lm/Watt, including providing prewired CRCA box type batten with holders for fixing LED Tube rod along withprovision of 02 no PVC square block for fixing of the fitting with necesary screws,including connecting up with three core 0.5 Sqmm flexible copper conductor cable ceiling rose to fitting terminal complete as specified and directed.
69Supply and fix sheet metal enclosure surface mounted MCB DB double door SPN 8 way 230 V with neutral link and connecting to wiring complete all as specified and directed by Engr-In-charge.
70Supply and fix MCB TPN 415 V, 40 Amps B Curve. complete all as directed at site.
71Supply and fix MCB SP 240 V ,6 to 32 Amps B Curve complete all as directed at site.
72M/L for providing earthing complete with galvanised steel earth plate electrode 600 mm x 600 mm x 6mm thick buried directly in ground earth pit not less than 2.25 Mtr deep below ground level with top edge of the plate not less than 1.5 Mtr below normal ground level connected to galvanised earth lead wire 4.00mm dia by means of bolts, nuts, checknuts & washers of GI or steel and connecting to earth dolly all as shown in electrical plateNo. 3 of SSR Part I of 1991 & testing complete including 15mm dialight grade GI pipe upto 7.5mtr long, excavation in any type of strata, PCC ( 1:3:6 ) type C1 earthing chamber, pre cast slab 50 mm thick in cement concrete ( 1: 2 : 4 ) type B 1 ( reinforced with welded steel wire fabric (XPM) weight not less than 4 Kg / Sqm with frame, test box , funnel, wire mesh with GIwatering pipe etc.

AI Tender Summary

OUR REF NO 51366794
AUTHORITY Statutory Bodies & Commissions/Committees
TENDER VALUE 40 Lakhs
LAST DATE 11-10-2025
Authority
Authority Name Military Engineer Services
Work Description Special Repair To Flooring At Certain Locations And Certain Minor Works At 9Brd Afs Pune Under Ge Af Lohegaon
Basic Detail
Tender No 8980
Bidding Type Tender
Location
City pune
State Maharashtra
Key Dates
Publish Date 03 Oct 2025
Submission Date 11 Oct 2025
Open Date 01 Jan 0001
Finance
Tender Value 40 Lakhs
Tender Fee 500
EMD 80000
Exemption Available
Document List
2f190765-32c4-45ea-9906-a312fe981dde.html
8980COMMONPAGES.pdf
8980PS.pdf
BOQ_819570.xls
Tendernotice_1.pdf

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Tender Timeline

Oct 03, 2025
11:30 IST

Tender Published

Tender notice published.

Completed
Oct 11, 2025
18:00 IST

Corrigendum-1 Issued

Clarifications on tender conditions and amendments issued.

Completed
Oct 11, 2025
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed

Tender Documents

Download All (ZIP) ↓
html

2f190765-32c4-45ea-9906-a312fe981dde.html

pdf

8980COMMONPAGES.pdf

pdf

8980PS.pdf

xls

BOQ_819570.xls

pdf

Tendernotice_1.pdf

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