Tender For Special Repair To Bldg No Et-85 And Provision Of Certain Other Sanctioned Works At Various Unit In Darranga And Tamulpur Mil Stn Under Ge Rangia
Tender Value
28 Lakhs
Estimated cost
Bid Submission
14 Aug 2026
14 days left
EMD
56000
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Baksa → Assam
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Special Repair To Bldg No Et-85 And Provision Of Certain Other Sanctioned Works At Various Unit In Darranga And Tamulpur Mil Stn Under Ge Rangia
BOQ
| Sl. No. | Item Description |
| 1 | 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 and as directed by Engineer-in-charge. |
| 2 | M&L for taking down Chowkhats or frames with shutters (without taking off shutters from the frames) exc 1.5 sq. m but not exc. 4.0 sq. m each, complete all as specified and as directed by Engineer-in-charge. |
| 3 | Dismantling Asbestos cement (corrugated, semi-corrugated, etc.) sheets in roof coverings, complete all as specified and as directed by Engineer-in-charge. |
| 4 | Dismantling wrought iron or mild steel work of any description not otherwise provided for, complete all as specified and as directed by Engineer-in-charge. |
| 5 | Demolition of Brickwork or stone/ boulder masonry, built in cement mortar including all quoins, arches, pillars, etc, complete all as specified and as directed by Engineer-in-charge. |
| 6 | Demolition of Cement concrete (unreinforced) in ground floors and pavings n exc 15 cm thickness (below or above ground level), complete all as specified and as directed by Engineer-in-charge. |
| 7 | Surface excavation n.exc 30cm deep and averaging 15cm deep and getting out in soft/loose soil, complete all as per specified and as directed by Engineer-in-charge. |
| 8 | Excavation in trenches n.exc 1.5m wide and n.exc 1.5 m in depth for foundation etc or for shafts, wells, cesspits, manholes, pier holes etc. and getting out in soft/loose soil complete all as per specified and as directed by Engineer-in-charge. |
| 9 | Returning, filling in, including spreading, leveling, watering and well ramming in layers n exc 25cm complete all as per specified and as directed by Engineer-in-charge. |
| 10 | Removing excavated material not exc. 50 m & depositing where directed at a level not exc. 1.5 m above starting point complete all as per specified and as directed by Engineer-in-charge. |
| 11 | M&L for Excavation in post holes (or similar holes) each n.exc 0.5cum in soft/loose soil and getting out, returning filling in and ramming earth or broken rubble mixed with earth around in layers not exceeding 25cm, watering and removing of surplus soil to a distance n.exc 50 meters and making good surface, complete all as per specified and as directed by Engineer-in-charge. |
| 12 | M&L for sand filling under floors or in foundations spreading and levelling in layers not exc. 25 cm thick including watering and consolidation or Sand Cushioning (dry) in trenches/ducts for protection of UG Cables (below, above and around the UG Cable laid in Trenches) of 230mm Spread thickness (8 Cm in depth before laying the Cable and 15 Cm in depth after laying the Cable) and consolidated (punned) upto 180mm thickness, complete all as per specified and as directed by Engineer-in-charge. NOTE : For the purpose of Payment, Punned thickness of Sand Cushioning only will be measured and paid for. |
| 13 | M&L for Hardcore with broken stones/ boulders of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface, complete all as specified and as directed by Engineer-in-charge. |
| 14 | M&L for PCC 1:3:6 type C-2 (40mm graded stone aggregate) as in foundations, fillings and mass concrete including necessary formwork, complete all as per specified and as directed by Engineer-in-charge. |
| 15 | M&L for Providing precast cement concrete louvres and jallies, 35mm thick (measured solid), including all mouldings but excluding frame of Type B-0, 1:2:4 (12.5mm graded aggregate) set in cement morter 1:4, complete all as specified and as directed by Engineer-in-charge. |
| 16 | M&L for Reinforced Cement Concrete, M-20 (Nominal Mix), 1:1½:3, type A-1 (20mm graded stone aggregate) in Beams, cantilevers, chajjas, lintels over 1.5m span, chajjas, including demolition of existing old damaged RCC, complete all as per specified and as directed by Engineer-in-charge.. NOTE : Reinforcement & Formwork will be measured and paid separately under relevant Item. |
| 17 | M&L for Formwork to sides and soffits of floor or roof beams, chajjas, lintels, cantilevers, shelves including supports, overhangs, chajjas, etc. also splays between floors and beams, etc., rough finished flat surfaces of concrete, complete all as specified and as directed by Engineer-in-charge. |
| 18 | S&F of TMT bars 8mm dia and over, cut to 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 clips, complete all as specified and as directed by Engineer-in-charge. |
| 19 | S&F of TMT bars 6-8mm dia, cut to length, bent to shape required, in stirrups, spacers and binders and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips, complete all as specified and as directed by Engineer-in-charge. |
| 20 | S&F of Mild 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, complete all as specified and as directed by Engineer-in-charge. |
| 21 | S&F of mild steel Framed 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 as directed by Engineer-in-charge. |
| 22 | S&F of Pressed steel frames for double shutter doors of size 125x60 mm with one or more rebates including necessary fixing lugs, hinges, lock strike plate, and filling in frame with Cement Concrete 1:2:4, type B-0 (12.5mm graded aggregate) including necessary Formwork as required at Site(s), complete all as specified and as directed by Engineer-in-charge. |
| 23 | S&F of Solid PVC Door Frame of size 50mm x 47mm made out of 5mm plain colour PVC sheet reinforced with M.S. Square tube; complete all as specified and as directed by Engineer-in-charge. |
| 24 | S&F of Steel windows with side hung shutters including projecting type hinges with steel handle, and steel peg stay, complete with glazing bars, dovetailed or welded, complete all as specified and as directed by Engineer-in-charge. |
| 25 | S&F of Steel windows with side hung shutters including projecting type hinges with steel handle, and steel peg stay, complete without glazing bars, dovetailed or welded, complete all as specified and as directed by Engineer-in-charge. |
| 26 | S&F of Steel ventilator with top hung shutter including hinges, steel peg stay, complete all as specified and as directed by Engineer-in-charge. |
| 27 | S&F of 30mm thick factory made second class hard wood Flush shutters, solid core construction, with block board core and plywood face panels, commercial type on both sides and both faces are covered with decorative face veneer with lipping/frame to match; complete all as specified and as directed by Engineer-in-charge. |
| 28 | S&F of 30mm thick factory made second class hard wood Glazed and skeleton shutters, open rebated and prepared to receive glass, gauze, etc. (without sash bars), edges of framing plain, chamfered or rounded. fitted with cut and mitred beads for securing glass, etc.; sizes of members of shutters as specified in SSR Part I, Section 8, clause 8.24 (a); complete all as specified and as directed by Engineer-in-charge. |
| 29 | S&F of Factory made solid panel PVC door shutter 30 mm thick (style) consisting of frame made out of M.S. tubes for top & bottom rails. M.S. frame shall be covered with heat moulded plain colour PVC ‘C’ channel having a PVC sheet strip of 20mm width stuck inside with solvent cement for stiles and plain colour PVC sheets for top rail, lock rail & bottom rail on either side & as gap insert for top rail & bottom rail; Panelling of plain colour PVC sheet to be fitted in the M.S. frame welded / sealed to the stiles & rails with suitable PVC sheet beading, and joined together with solvent cement; complete all as specified and as directed by Engineer-in-charge. |
| 30 | S&F of 100 mm long Butt hinges, medium weight, stainless steel, complete all as specified and as directed by Engineer-in-charge. |
| 31 | S&F of 200 mm long Extruded aluminium alloy handles, fabricated type, anodised, complete all as specified and as directed by Engineer-in-charge. |
| 32 | S&F of 200 mm long Aluminium anodised, barrel tower bolts of extruded section, complete all as specified and as directed by Engineer-in-charge. |
| 33 | S&F of 300 mm long 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, complete all as specified and as directed by Engineer-in-charge. |
| 34 | S&F of 3mm thick Sheet glass, ordinary quality and glazing with oil putty in square n exc 0.5 sq. m in each pane, complete all as specified and as directed by Engineer-in-charge. |
| 35 | S&F of Stainless steel wire cloth, 0.36mm nominal dia of wire and average width of aperture 1.40mm and fixed with tinned tacks, or galvanised wire staples, complete all as specified and as directed by Engineer-in-charge. |
| 36 | M&L for Brickwork with subclass ‘B’ bricks, straight or curved on plan to any radius built and set in cement mortar 1:6, complete all as per specified and as directed by Engineer-in-charge. |
| 37 | M&L for Brickwork with subclass ‘B’ bricks, straight or curved on plan to any radius in half brick thick walls built and set in cement mortar 1:4, complete all as per specified and as directed by Engineer-in-charge. |
| 38 | M&L for Rendering 10mm thick in cement morter 1:6 on other than fair faces of brick work or concrete surfaces/ other side of lathing, finished even and smooth (without using extra cement), complete all as specified and as directed by Engineer-in-charge. |
| 39 | M&L for Rendering (Externally) 15mm thick in Cement Mortar 1:4 on fair faces Brick Walls/Concrete Surfaces/ one side of lathing, plastered surfaces finished Even and Smooth without using Extra Cement, complete all as specified and as directed by Engineer-in-charge. |
| 40 | M&L for providing 50 mm thick Cement concrete type B-1, 1:2:4 (20mm graded stone aggregate) as in floor finish or similar works, laid in altenate bays including use and waste of form work and finishing concrete surfaces even and rough, complete all as per specified and as directed by Engineer-in-charge. |
| 41 | M&L for providing 75mm thick Cement concrete type C-2, 1:3:6 (40mm graded stone aggregate) as in floor/ path/ hardstanding/plinth protection, etc. or similar works, laid in altenate bays including filling joints with bitumen and sand mixture of 1:3, use and waste of form work and finishing concrete surfaces even and fair, complete all as per specified and as directed by Engineer-in-charge. |
| 42 | M&L for providing 100 mm thick Cement concrete type D-2, 1:4:8 (40mm graded stone aggregate) as in sub-base of floor/ path/ hardstanding/plinth protection, etc. or similar works, laid in altenate bays including use and waste of form work and finishing concrete surfaces even and rough, complete all as per specified and as directed by Engineer-in-charge. |
| 43 | M&L for providing Non-skid Ceramic coloured tiles 7 to 8 mm thick (square/ rectangular) area of each tile exceeding 0.11 sqm but not exceeding 0.18 sqm, in floors etc., laid over 20mm thick cement screed 1:6 set and jointed in neat cement slurry and pointed in white or coloured cement to match, complete all as per specified and as directed by Engineer-in-charge. |
| 44 | M&L for providing Glazed ceramic coloured tiles in vertical surface (like skirting, dado, etc.) 300x 450x 7 mm thick, over 10mm thick cement screed 1:3 set and jointed in neat cement slurry and pointed in white or colour cement to match, complete all as per specified and as directed by Engineer-in-charge. |
| 45 | M&L for providing Machine pressed precast concrete interlocking paver block any shape and size onfirming to IS 15658-2006 of 80 mm thickness, M-40 Grade, with grey cement and pigment, complete all as per specified and as directed by Engineer-in-charge. |
| 46 | M&L for providing 38mm wide glass dividing strips, 3mm thick, inserted in position, conform to design, complete all as specified and as directed by Engineer-in-charge. |
| 47 | S&F in-repair of powder coated 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 27mm 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 suspended from ceiling by means of 4mm dia GI hanger with and including fixing/ laying/ inserting of pre-painted (white) 4mm thick designer classic E-boards (595x595 mm) to GI frame work, complete all as specified and as directed by Engineer-in-charge. |
| 48 | S&F of 0.50mm thick Pre-painted galvalume aluminum zinc coating GI based semi-corrugated (trapizoidal profile) steel sheet of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws, complete all as specified and as directed by Engineer-in-charge. |
| 49 | S&F of 0.50mm thick Pre-painted galvalume aluminum zinc coating GI based plain steel sheet of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws, complete all as specified and as directed by Engineer-in-charge. |
| 50 | M&L for preparing newly plastered surfaces of wall and applying three coats of white wash, complete all as specified and as directed by Engineer-in-charge. |
| 51 | M&L for preparing newly plastered surfaces of wall and applying two coats of weather coat exterior emulsion of any shade over a coat of acrylic primer and a coat of avg 2.00mm thick exterior grade wall care putty including rubbing down the putty surfaces to obtained smooth finish, complete all as specified and as directed by Engineer-in-charge. |
| 52 | M&L for preparing newly plastered surfaces of wall and applying two coats of distemper oil emulsion of any shade over a coat of chalk whitening and a coat of avg 2.00mm thick wall care putty including rubbing down the putty surfaces to obtained smooth finish, complete all as specified and as directed by Engineer-in-charge. |
| 53 | M&L for preparation of new or previously un-treated steel/iron surfaces of any description, not otherwise described, over 10cm width or girth and applying two coats of Synthetic enamel paint (1st quality) of any tint over a coat of red oxide primer, complete all as specified and as directed by Engineer-in-charge. |
| 54 | M&L for preparation of new or previously un-treated wooden Surfaces of any description, not otherwise described, over 10cm width or girth and applying two coats of Synthetic enamel paint (1st quality) of any tint over a coat of pink primer, complete all as specified and as directed by Engineer-in-charge. |
| 55 | S&F in-repair of Wash down water closet (Pedestal pattern) pan and S/P trap of 540x375x415mm with and including Plastic water closet seat, white, closed pattern with flat bottom, and cover and mild steel chromium plated or anodised aluminium hinging device including connection to drain (or outgoing pipe) and to flushing pipe, antisyphonage pipe, etc., complete all as specified and as directed by Engineer-in-charge. |
| 56 | S&F of Brass chromium plated Tubular towel rail, 20mm dia, D type, 60cm long between flanges, complete all as specified and as directed by Engineer-in-charge. |
| 57 | S&F of 600x450mm bevelled edge mirror of selected quality glass, mounted on 6mm thick AC building board or commercial plywood and fixed to wooden plugs with chromium plated brass screws and cup washers, complete all as specified and as directed by Engineer-in-charge. |
| 58 | S&F in-repair of 10 litre capacity PVC valveless, syphonic action type, flushing cistern, low level, white, with inlet, ball valve, float and handle including brackets and PVC flush pipe of 32 mm dia, with and including making necessary connections, complete all as specified and as directed by Engineer-in-charge. |
| 59 | S&F in-repair of Vitreous China wash basin, white, with brackets, flat back, size 550x400mm including cutting for and pinning in ends of brackets or erecting stand including providing 32mm dia CP Waste fittings, 15mm dia 450mm long PVC connection pipe and 32mm dia 900mm long PVC Flexible waste pipe, complete all as specified and as directed by Engineer-in-charge. |
| 60 | S&F in-repair of 20mm dia (Outer) CPVC pipes SDR 11.5 & Plain CPVC SDR 11.5 fittings fixed to walls and ceilings or laid in floors, complete all as specified and as directed by Engineer-in-charge. |
| 61 | S&F in-repair of 25mm dia (Outer) CPVC pipes SDR 11.5 & Plain CPVC SDR 11.5 fittings fixed to walls and ceilings or laid in floors, complete all as specified and as directed by Engineer-in-charge. |
| 62 | S&F in-repair of 15 mm dia fancy type, chromium plated Stop valves/ Angle valve, cast copper alloy, screwed down, high pressure, with crutch or butterfly handle, screwed both ends for iron pipe or for unions, complete all as specified and as directed by Engineer-in-charge. |
| 63 | S&F in-repair of 15 mm dia fancy type Brass CP telephonic wall mixer (3-in-1) for mixing hot & cold water, screwed for iron pipe, complete all as specified and as directed by Engineer-in-charge. |
| 64 | S&F in-repair of Brass chromium plated shower rose with arm of 125mm dia of rose, fixing to existing pipe or union of 15 mm dia, complete all as specified and as directed by Engineer-in-charge. |
| 65 | S&F in-repair of 15 mm dia fancy type chromium plated Pillar taps, cast copper alloy, with capstan heads, screwed down high pressure, with or without lettered 'Hot' or 'Cold' with long screwed shanks and fly-nuts, screwed for iron pipe, complete all as specified and as directed by Engineer-in-charge. |
| 66 | S&F in-repair of 15 mm dia fancy type chromium plated Bib tap with wall flange, cast copper alloy with crutch or butterfly handle, screwed down, screwed for iron pipe or for brass ferrule, complete all as specified and as directed by Engineer-in-charge. |
| 67 | S&F in-repair of Health faucet ABS Body chromium plated suitable for 15 mm dia pipe with 1.0 metre long flexible tube and ABS wall hook including making connections and fixed in position, complete all as specified and as directed by Engineer-in-charge. |
| 68 | S&F in-repair of PVC connection pipe 15mm dia with PTMT nuts of length 450mm, complete all as specified and as directed by Engineer-in-charge. |
| 69 | S&F in-repair of 110mm dia PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or in floors/ fixed to wall/ ceiling, complete all as specified and as directed by Engineer-in-charge. |
| 70 | S&F in-repair of 75mm dia PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or in floors/ fixed to wall/ ceiling, complete all as specified and as directed by Engineer-in-charge. |
| 71 | S&F in-repair of 110mm dia PVC (SWR) bends any radius with access door, complete all as specified and as directed by Engineer-in-charge. |
| 72 | S&F in-repair of 75mm dia PVC (SWR) bends any radius with access door, complete all as specified and as directed by Engineer-in-charge. |
| 73 | S&F in-repair of 75mm dia PVC (SWR) vent cowl, complete all as specified and as directed by Engineer-in-charge. Please Enable Macros to View BoQ information |
| 74 | S&F in-repair of 75mm dia PVC (SWR) vent cowl, complete all as specified and as directed by Engineer-in-charge. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 22, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 14, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 14 daysAug 17, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 17 daysTender Documents
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