Tender For Addition/ Alteration Of Mini L3 Equipment Room At Site 1A At 33 Su And Improvement Of Gymansium At Officers Mess And Dj Officers Enclave And Provn Of Sun-Shed For Guards At Various Locations Air Force Station Jodhpur
Tender Value
19.43 Lakhs
Estimated cost
Bid Submission
23 Sep 2026
4 days left
EMD
39000
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Jodhpur → Rajasthan
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Addition/ Alteration Of Mini L3 Equipment Room At Site 1A At 33 Su And Improvement Of Gymansium At Officers Mess And Dj Officers Enclave And Provn Of Sun-Shed For Guards At Various Locations Air Force Station Jodhpur
BOQ
| Sl. No. | Item Description |
| 1 | Dismatling floor hearth or wall tiling including cement mortor bedding but not backing removing serviceable tiles to store and rubbish off the premise complete all as specified and directed. |
| 2 | Material & labour for 25mm thick PCC 1:2:4 type B0 (using 12.5mm graded stone aggregate) for laying floor finishes etc complete all as specified & directed by the Engineer-in-Charge |
| 3 | M&L for Vitrified ceramic tiles 9mm to 10 mm thick light shade square/ rectangular) polished area of each tiles not exceeding 0.36 sqm in floors etc set and jointing in neat cement slurry and pointed in white or coloured cement to match over 15 mm thick screed bed in CM (1:6) complete all as specified and directed. |
| 4 | Material & labour for Vitrified ceramic tiles 10mm thick (square/rectangular) area of each tile not exceeding 0.36 sqm as in skirting etc, set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade of tiles over & including 10mm thick rendering in cement mortar (1:4) complete all as specified and as directed by Engr-in-Charge. |
| 5 | Taking down Chowkhats or frames with shutters (without taking off shutters from the frames) not exc 1.5 sq. m each complete all as specified & directed by the Engineer-in-Charge. |
| 6 | S&F Powder coated aluminium (minimum thickness of powder coating 50micron) work for doors, windows, louver type ventilators and partitions (Fixed portions) with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS:1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing/ paneling, C.P. brass/ stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-Charge complete all as specified and as directed Note :- S& F of 4mm thick glass & SS wire mesh payment will be made seprately) |
| 7 | Supply & fixing approved colour powder coated (minimum thickness of powder coating 50 micron) aluminium door shutters, aluminium section weighing 0.55kg/m including necessary joining cleats, glazing clips, rubber neoprene packing, powder coated aluminium handles 2 Nos in each door, hinges, powder coated aluminium snap beading, screws etc. complete all as specified |
| 8 | S & F 12 mm thick Prelaminated particle board, interior grade, prelaminated both sides with decorative choice laminations , fixed with screws to timber frame work |
| 9 | S&F in 5.5mm thick Sheet glass, selected quality and glazing with oil putty in squares exc 0.5 sq. m in each pane fixed in door / window shutter cut to required size and fixed with neoprane gasket, complete all as specified & directed by Engineer-in-charge. |
| 10 | S&F (aluminium extruded section body) door closer hydraulically regulated, designation No. 3, universal type, suitable for door shutters of 851 to 1000 mm in width all as specified & directed by Engr -in-Charge |
| 11 | Material & labour for squared rubble walling, Jodhpur type, brought to courses, curved on plan to a mean radius not exceeding 6m, well bonded, bedded and solidly hearted, built in cement mortar 1:6 complete all as specified and directed by the Engineer-in-Charge. |
| 12 | Taking down cement plaster, any description on brick, concrete or stone walls or ceiling including racking out joints, hacking for key, scrubbing down with water etc and removal of rubbish off complete all as specified and directed. |
| 13 | M & L for 10 mm thick rendering on on stone masonry surfaces or surface other than fair face of brick-work or on one side of lathing in wall in CM 1:6 , finished fair & smooth w/o using extra cement. |
| 14 | M & for 5 mm thick rendering on fair faces of stone masonary in ceiling in CM 1:3 , finished fair & smooth w/o using extra cement. |
| 15 | M & L for 15 mm thick rendering on fair faces of stone masonary walls in CM 1:4 , finished fair & smooth w/o using extra cement with water proofing compound @ 3% by weight of cement complete all as specified. NOTE : Water proofing compound shall be measured and paid for separately as “Supply only” |
| 16 | M & L for preparing new/old surfaces plastered or unplastered surface of wall applying two coat of exterior emulsion paint in different tint/shade (Comouflage pattern) as directed and approved by user over one coat of alkali resistant primer as per manufacture's instructions all as specified and directed. |
| 17 | Dismantling of wall and ceiling boards (fibre, pulp, insulation, etc.) or insulation boards/slabs/blankets, any thickness, including cover fillets complete all as specified. |
| 18 | S & F Anodised aluminium snap grid frame work Size of grid 605 x 605mm for false ceiling all as specified Hangers 6 mm dia. G.I. (upto 1200mm length) adjusting level fixed to roof slabs by means of ceiling cleats made out of G.I. flat 40 x 3 mm size 60mm long and expansion hold fasteners 12.5mm dia. 40mm long complete all as specified |
| 19 | M & L for Elegant Tile made of perforated cement fiber composite 595x595x5mm covered with absorptive microfiber coating on the front side and Acoustics fiber on the back side, water resistance, fire resistant absorption coefficient upto 0.89 at 160 Hz tested as per ISO 354. The tiles are anti-sag and installed on T24 grid system of 0.6mm thick Main 'T' length minimum 3000mm, web minimum 35mm to be placed at 600mm center to center and secondary cross 'T' of length 600mm web minimum 35mm inter locked, Wire Support for Main T to be taken at every 1200mm length wise and 600mm width wise, with a backing of 50mm 1000 GSM thick absorb wool tested as per Fire Retardant IS 15061-2002 for excellent results.all as specified and directed |
| 20 | M&L for 12mm thick Fibre insulation boards flame retardant type , treated on one face only fixed or laid/inserted GI frame work with screws fixed in jointless finish with jointing compound and jointing tape as per manufacturer instructions all as specified and directed |
| 21 | M & L for Gl frame work for seamless ceiling comprising of Gl perimeter channnel 0.55 mm thick with two unequal flanges of 20 and 30 mm and web of 27 mm fixed to surrounding wall using nylon sleeves and screws at 450 mm centre to centre/intermediate channel 0.9 mm thick having two equal flanges of 15 mm each and web of 45 mm suspended from soffit at approx 900 mm centre to centre with Gl cleat and steel expansion fasteners with and including ceiling section (not exc 1.2 m length) of 0.55 mm thickness having kurled web of 50 mm and flange of 26 mm each with lips of 10.5 mm fixed to the intermediate channel with connecting clips across the intermediate channel at 457 mm centre to centre. |
| 22 | M & L for two coat of fire resisting paint on surfaces of any description wood , steel , iron, concrete , brick , stone etc, exceeding 10 cm in width or girth |
| 23 | Demolition of stone slabs and tiles laid in any mortar of any description or thickness in floors, aprons etc |
| 24 | Material & labour for 40 mm thick PCC 1:2:4 type B1 (using 20mm graded stone aggregate) for laying floor finishes etc complete all as specified & directed by the Engineer-in-Charge. |
| 25 | S&F chequered cement concrete tiles 25 mm thick of any size, colour and pattern as approved , jointed and pointed in neat cement slurry in floors over 15mm thick screed bed in CM 1:6 with grey cement and pigments. |
| 26 | Taking down old existing roof treatment(APP membrane) and removing from site complete all as specified and as directed |
| 27 | Demolition of cement concrete of any type description and in any position complete including removing debris outside the premises complete all as specified & directed. |
| 28 | Brushing neat cement slurry with 3kg of cement per Sqm complete all as specified. |
| 29 | M & L for 40 mm thick cement concrete 1:2:4 type B-0 m (12.5 mm graded stone aggregate) in padding finishing surface of concrete topping even and smooth without using extra cement complete all as specified. |
| 30 | M & L for 10mm thick plastering in cm 1:3 on green concrete roof surfaces with water proofing compound @ 3% by weight of cement, surface finished even and smooth without using extra cement complete all as specified. Note :- WPC shall be measured and paid separately. |
| 31 | Supply only integral water proofing compound ISI Marked |
| 32 | M & L prepration of surface and providing Waterproofing membrane moisture cured, Polyurethane elastomeric liquid membrane waterproofing coating cold applied with brush/roller, with an elongation of >500% and tensile strength of 2 MPa as per ASTM D 412, 90 % Solid Content, shore A Hardness of min 50 as per ASTM D 2240, The system includes final base preparation as per note given below, PU primer application at 8Sqm/L and applying PU chemical in two coats at 1.8 kg per Sqm providing 1.5 mm DFT, complete as per Manufacturer specifications, Waterproofing membrane to be terminated on parapet wall in a V groove of size 25 mm x 25 mm atleast 300 mm above FFL which should be sealed with Polymer Mortar complete all as specified and directed for work in building/structure of any height, Completed as per manufacturer instruction. Note: Surface Preparation: (i) The surface to be treated should be sound and free from all types of dirt, dust and debris. Clean surface by brushing, scraping or chipping to eliminate all defective materials and foreign matter. Proper surface preparation needs dry mechanical grinding to expose base Substrate. |
| 33 | Surface excavation not exc. 30cm averaging 15 cm deep in soft /loose soil getting out complete all as specified and as directed by Engineer-in-Charge. |
| 34 | M & L for Hardcore of broken stone or boulders of gauge not exceeding 63 mm, deposited, spread and leveled in layers not exceeding 15 cm thick, watered and rolled to a true surface complete all as specified and directed by Engineer-in -Charge. |
| 35 | M & L Sand for 50 mm thick filling under interlocking paver block including watering and consolidation complete all as specified |
| 36 | M & L for Machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 80 mm thickness, M-40 Grade with grey cement and pigment complete all as specified and directed |
| 37 | Providing 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 |
| 38 | Dismantting of AC/CGI/Fibre glass sheet corrugated/ semi corrugated sheet & ridge in roof covering Complete all as specified. |
| 39 | S&F Pre painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa (AZ-150) as in roof covering/cladding to wall, fixed with self tapping screws/J hook/Ltype hook complete all as specified and as directed by Engineer-in-Charge. |
| 40 | S&F in repair 600mm x 450mm bevelled edge looking mirror of selected quality glass not less than 5.5mm thick, mounted on 6mm thick AC building board or commercial plywood including aluminium framing and fixed to wooden plugs with chromium plated brass screws and cup washers and fixed as in repair complete all as specified and directed. |
| 41 | S & F Steel work in tubular trusses or rectangular/square hollow section including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I S.1161-1979 grade St.-240 with fixed with wall drilling hole at wall and making good as complete all as specified and directed |
| 42 | M & L for 3.5mm Rubber tiles with fabric backing or insert, plain coloured or marbled topping, matt or glossy, laid in floors with approved adhesive all as specified and directed |
| 43 | M & L 4 mm thickness Non asbestos fibre cement building boards fixed or laid/ inserted to timber/GI/Aluminium framework with screws all as specified and directed |
| 44 | Excavating post holes or similar holes each not exceeding 0.5 Cum 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, watering and removing surplus soil to a distance not exceeding 50 m and making good surface |
| 45 | S&F Roof trusses (framed), trussed, purlins, rafter, column crane gantires, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel hollow M.S. Tube or flat sections) including distance pieces, cleats gusset plate etc. (Fe-410W(GdeE-250)quality B) all as specified and directed |
| 46 | M&L reinforced cement concrete 1:2:4 Type B-1 (using 20mm graded stone aggregate) (nominal mix) as in foundations, including rafts, footings, foundation beams, plinth beams; bases for columns, etc., basement slabs, under-reamed piles and mass concrete including formwork complete all as specified and directed |
| 47 | M&L for preparing new or previously untreated steel surfaces of any description over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed |
| 48 | Excavation over area n.exc 1.5 m deep and getting out in soft/loose soil complete all as specified and as directed by Engineer-in-Charge. |
| 49 | 100mm thick PCC (1:3:6) type C-2 using 40mm graded stone aggregate as in sub base of floors including finishing the top surface of concrete even and rough complete all as specified and as directed by Engineer-in-Charge. |
| 50 | Removal of excavated rock exc. 250 m and n. exc. 500 m and depositing where directed at a level n. exc. 1.5 m above the starting point Please Enable Macros to View BoQ information |
| 51 | Removal of excavated rock exc. 250 m and n. exc. 500 m and depositing where directed at a level n. exc. 1.5 m above the starting point Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 31, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 23, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 4 daysSep 25, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 6 daysTender Documents
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