Tender For Misc Repair And Periodical Services To Certain Bldg At Tamulpur And Darranga Mil Stn
Tender Value
45 Lakhs
Estimated cost
Bid Submission
06 Jul 2024
0 days left
EMD
90000
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
tamulpur → Assam
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Misc Repair And Periodical Services To Certain Bldg At Tamulpur And Darranga Mil Stn
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 10-Jun-2024 | Date Rivision | Date | 19-Jun-2024 |
| 2 | 10-Jun-2024 | BOQ Revision | BOQ | 19-Jun-2024 |
| 3 | 18-Jun-2024 | Date Revise 2 | Date | 24-Jun-2024 |
| 4 | 24-Jun-2024 | DATE REVISE | Date | 01-Jul-2024 |
| 5 | 24-Jun-2024 | Bid Auto Extn Corrigendum | Bid Auto Extn Corrigendum | 01-Jul-2024 |
| 6 | 01-Jul-2024 | REVISE DATE | Date | 03-Jul-2024 |
| 7 | 03-Jul-2024 | Date Corrigendum | Date | 06-Jul-2024 |
BOQ
| Sl. No. | Item Description |
| 1 | Taking down Chowkhats or frames with shutters (without taking off shutters from the frames) exc. 1.5 sq. m but not exc. 4 sq. m each, complete all as specified and as directed by Engineer-in-charge. |
| 2 | 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. |
| 3 | Demolition of reed, lathing, single or double, including battens and plaster or chicken wire lathing, complete all as specified and as directed by Engineer-in-charge. |
| 4 | 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. |
| 5 | Dismantling timber scantlings 40 sq. cm and over in section, in any position and in unframed work, complete all as specified and as directed by Engineer-in-charge. |
| 6 | Taking down cement plaster on brick or stone walls, etc. including raking out joints, hacking for key, scrubbing down with water, etc., complete all as specified and as directed by Engineer-in-charge. |
| 7 | Dismantling Asbestos cement (corrugated, semi-corrugated, etc.) sheets in roof coverings, complete all as specified and as directed by Engineer-in-charge. |
| 8 | M&L for second class hard wood plain, solid, straight chowkats and frames, wrought, framed rebated on the solid, rounded or chamfered, put together with glue pinned at joints, complete all as specified and as directed by Engineer-in-charge. |
| 9 | 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. |
| 10 | S&F of Solid PVC moulded 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. |
| 11 | 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. |
| 12 | S&F of Factory Made Solid PVC Moulded Door Shutter With Particle Board Core, 28 to 30mm thick (stiles), with 2, 4, or 6 raised panel design with 2mm thick Moulded PVC Sheet on the front face & 2mm plain colour PVC sheet on back face; complete all as specified and as directed by Engineer-in-charge. |
| 13 | S&F of 30mm thick factory made second class hard wood Flush shutters, solid core construction, with particle 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. |
| 14 | S&F of 35mm thick factory made second class hard wood Glazed and skeleton shutters, divided into squares and prepared to receive glass, gauze, etc. with rebated sash bars,edges of framing plain, chamfered or rounded, mitred 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. |
| 15 | 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 and provided with stiles and rails as specified in SSR Part I, Section 8 clause 8.24(b); complete all as specified and as directed by Engineer-in-charge. |
| 16 | S&F in-repair of Anodised aluminium door using 96.6x44.8x1.5mm thick powder coated Anodised aluminium section as in chowkhat, 84.0x44.7x1.5mm thick powder coated aluminium section as in vertical styles and 101.6x44.88x1.5mm thick powder coated aluminium section as in rails, glazing with 5.5mm thick tinted/ black reflective glass exc. 0.5 Sqm in each pane with and including necessary joining cleats, glazing clips, ruber neoprene packing, 200mm long aluminium handles 2 Nos in each door leaf, 100mm long medium grade stainless steel butt hinges of 4 Nos/ leaf, 1 No/ leaf aluminium (extruded section) body Door closer hydraulically regulated suitable for door shutters of 851 to 1000 mm in width and of weight between 61 to 80 kg, 1 No/ leaf aluminium body 150mm long double legged floor door stopper, 1 No brass body 6-lever Mortice lock, vertical type, size 100 mm, anodised aluminum snap beading screws etc., complete all as specified and as directed by Engineer-in-charge. (Note- Cost of powder coated Aluminium section, beads, gasket, glazing and all builder hardware shall deemed to be included in Unit Quoted Rate.) |
| 17 | S&F in-repair of Anodised aluminium three track sliding window and ventilator using 62x29.5x1.5mm thick powder coated Anodised aluminium section as in chowkhat, 38.0x20.0x1.5mm thick powder coated Anodised aluminium section as in shutter, two panel shall be glazed with 3mm thick tinted/ black reflective glass n. exc. 0.5 Sqm in each pane and one panel shall be gauged with 0.56mm thick stainless steel wire cloth with width of apparture 1.18m with and including necessary sliding and locking arrangements, joining cleats, glazing clips, ruber neoprene packing, anodised aluminum snap beading screws etc., complete all as specified and as directed by Engineer-in-charge. (Note- Cost of Aluminium section, beads, gasket, gauge/ glazing and all builder hardware shall deemed to be included in Unit Quoted Rate.) |
| 18 | S&F in-repair of 12mm thick frosted type toughened glass door with logo (as/ if Required), each shutter shall be mounted on Double action floor spring hydraulically regulated made up of minimum 1.25 mm thick aluminium alloy sheet foundation box, main body with stainless steel cover, governing pivot made of brass, other parts made of mild steel heavy duty with and including450mm long Stainless steel handles 2 Nos in each shutter, 1 No stainless steel 6-lever Mortice lock, vertical type, size 100 mm, complete all as specified and as directed by Engineer-in-charge. |
| 19 | S&F of 100 mm long Butt hinges, medium weight, stainless steel, complete all as specified and as directed by Engineer-in-charge. |
| 20 | S&F in-repair of 100 mm long Butt hinges, medium weight, stainless steel, complete all as specified and as directed by Engineer-in-charge. |
| 21 | 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. |
| 22 | S&F in-repair of 200 mm long Aluminium anodised, barrel tower bolts of extruded section, complete all as specified and as directed by Engineer-in-charge. |
| 23 | S&F of 100 mm long Aluminium anodised, barrel tower bolts of extruded section, complete all as specified and as directed by Engineer-in-charge. |
| 24 | S&F of 200 mm long Extruded aluminium alloy handles, febricated type, anodised, complete all as specified and as directed by Engineer-in-charge. |
| 25 | S&F in-repair of 150 mm long Extruded aluminium alloy handles, febricated type, anodised, complete all as specified and as directed by Engineer-in-charge. |
| 26 | S&F of Stainless steel wire cloth, 0.56mm nominal dia of wire and average width of aperture 1.18mm and fixed with tinned tacks, or galvanised wire staples, complete all as specified and as directed by Engineer-in-charge. |
| 27 | S&F in-repair of Stainless steel wire cloth, 0.56mm nominal dia of wire and average width of aperture 1.18mm and fixed with tinned tacks, or galvanised wire staples, complete all as specified and as directed by Engineer-in-charge. |
| 28 | 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. |
| 29 | S&F in-repair of 20 mm dia mild steel, chromium plated curtain rail with fixing brackets, stops, rollers etc., complete all as specified and as directed by Engineer-in-charge. |
| 30 | S&F in-repair of Mild steel 300mm long, ordinary rat tail rod pattern springs including roller and roller plate, complete all as specified and as directed by Engineer-in-charge. |
| 31 | S&F in-repair of 150 mm Overall length of cover plate, double legged Floor door stopper of aluminium alloy body and tongue, anodised, with hard drawn steel spring and rubber end, fixed in floor, complete all as specified and as directed by Engineer-in-charge. |
| 32 | 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. |
| 33 | S&F in-repair 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 in-repair of aluminium (extruded section) body Door closer hydraulically regulated, designation No. 2, universal type, suitable for door shutters of 701 to 850 mm in width and of weight between 36 to 60 kg, complete all as specified and as directed by Engineer-in-charge. |
| 35 | M&L for 2nd class hard wood in scantling wrought timber unframed and fixed, complete all as specified and as directed by Engineer-in-charge. |
| 36 | S&F in-repair of second class hard wood plain fillets in square, rectangular or triangular in section, clean sawn, secured with nails or brads of sectional area exc. 6sqcm but not exc.13sqcm, complete all as specified and as directed by Engineer-in-charge. |
| 37 | S&F of 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. |
| 38 | S&F of mild steel section as in wall ties, hold-fasts, wind ties for roof including securing bolts and similar work conforming to Fe-290 Gde E-165, complete all as specified and as directed by Engineer-in-charge. |
| 39 | S&F of TMT bars 10mm 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. |
| 40 | M&L for APP based polymeric membrane minimum weighing 3kg/sqm and minimum 3mm thick reinforced with polyster non wove fabric (wt. not less than 150 gms/sqm) land on primed surface by forced (torched) application, complete all as specified and as directed by Engineer-in-charge. |
| 41 | M&L for removing any loose materials/ oil/ dust by wire brush or by appropriate cleaner from the roof sheet, placing therma coat roof repair tape as per required size (area not exc. 225 Sqcm), removing/ release coating from the inward facing of the tape and pressing by hand and applying final coat over it to get leakage repair, complete all as per specified and as directed by Engineer-in-charge. |
| 42 | M&L for Reinforced Cement Concrete, M-20 (Nominal Mix) 1:1½:3, type A-1 (20mm graded stone aggregate) in Columns, pillars, posts, beam, lintel, chajja, cantilever with and including necessary formwork and demolition of existing old damaged RCC structure of any type, complete all as specified and as directed by Engineer-in-charge. NOTE : Reinforcement will be measured and paid separately under relevant Item. |
| 43 | 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. |
| 44 | M&L for Brickwork with subclass ‘B’ bricks, straight or curved on plan to any radius inhalf brick thick walls built and set in cement mortar 1:4, complete all as per specified and as directed by Engineer-in-charge. |
| 45 | M&L for Rendering(Internally) 10mm thick in cement morter 1:6 on fair faces of brick work, concrete surfaces, one side of lathing, finished even and smooth (without using extra cement), complete all as specified and as directed by Engineer-in-charge. |
| 46 | M&L for Rendering (Externally) 15mm thick in Cement Mortar 1:4 on other than fair faces of brick work, concrete surfaces, other side of lathing, plastered surfaces finished Even and Smooth without using Extra Cement, complete all as specified and as directed byEngineer-in-charge. |
| 47 | 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 fair and demolition of existing old damaged PCC of any type, complete all as per specified and as directed by Engineer-in-charge. |
| 48 | M&L for providing 75 mm 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 use and waste of form work and finishing concrete surfaces even and fair and demolition of existing old damaged PCC of any type, complete all as per specified and as directed by Engineer-in-charge. |
| 49 | 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, including dismantling of existing old damaged tiles of any type, complete all as per specified and as directed by Engineer-in-charge. |
| 50 | M&L for providing Vitrified Ceramic light shade tiles 8 to 10 mm thick (square/ rectangular) area of each tile not exceeding 0.36 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,including dismantling of existing old damaged tiles of any type, complete all as per specified and as directed by Engineer-in-charge. |
| 51 | 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,including dismantling of existing old damaged tiles of any type, complete all as per specified and as directed by Engineer-in-charge. |
| 52 | M&L for 15mm thick Granite work (of any type, table rubbed and polished) in steps, jambs, pillars, windowcills, 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, including dismantling of existing old damaged stone slab of any type, complete all as per specified and as directed by Engineer-in-charge. |
| 53 | M&L for providing glossy finished PU coated Chequered cement concrete coloured tiles 30cm x 30cm x 25mm thick, set, jointed and pointed in neat cement slurry in floors., laid over 20mm thick cement screed 1:6 with grey cement and pigments to match, complete all as per specified and as directed by Engineer-in-charge. |
| 54 | M&L for preparation of new or previously un-treated woodenSurfaces 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 ofpink primer, complete all as specified and as directed by Engineer-in-charge. |
| 55 | M&L for Preparing surfaces of wood and wood based materials, new or old, of any description and girth, not otherwise described and treated with two coats of Creosote oil, complete all as specified and as directed by Engineer-in-charge. |
| 56 | 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. |
| 57 | M&L for preparing newly plastered surfaces of wall and applying two coats of cement base paint of any shade over a coat of alkali-resistant priming paint, complete all as specified and as directed by Engineer-in-charge. |
| 58 | 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 black japan paint (1st quality) over a coat ofred oxide primer, complete all as specified and as directed by Engineer-in-charge. |
| 59 | M&L for preparing old treated/decorated Plastered/Unplastered Surfaces of Walls and eliminating smoke soot, moulds, moss and efflorescent salts and trading oil and greasy spots and applying One Coat ofwhite wash, complete all as directed by Engineer-in-charge. |
| 60 | All as per Item No. 59 here-in-above, but applying Two Coats ofwhite wash, complete all as specified and as directed by Engineer-in-charge. |
| 61 | All as per Item No. 59 here-in-above, but on Ceiling, complete all as specified and as directed by Engineer-in-charge. |
| 62 | All as per Item No. 59 here-in-above, but applying One Coat ofDistemper Oil Emulsion of approved colour by means of auto roller, complete all as specified and as directed by Engineer-in-charge. |
| 63 | All as per Item No. 62 here-in-above, but on Ceiling, complete all as specified and as directed by Engineer-in-charge. |
| 64 | All as per Item No. 59 here-in-above, but applying One Coat ofCement base paint of approved colour by means of auto roller, complete all as specified and as directed by Engineer-in-charge. |
| 65 | M&L for preparation of old painted woodenSurfaces of any description, not otherwise described, over 10cm width or girth and applying one coat of Synthetic enamel paint (1st quality) of any tint, complete all as specified and as directed by Engineer-in-charge. |
| 66 | M&L for preparation of old painted wooden Surfaces of any description n exc 10cm width or girth when unconnected with other painting or when painted in different tint and applying one coat of Synthetic enamel paint (1st quality) of any tint, complete all as specified and as directed by Engineer-in-charge. |
| 67 | M&L for preparation of old painted steel/ iron surfaces of any description, not otherwise described, over 10cm width or girth and applying one coat of Synthetic enamel paint (1st quality) of any tint, complete all as specified and as directed by Engineer-in-charge. |
| 68 | M&L for preparation of old painted steel/ iron surfaces of any description, n exc 10cm width or girth when unconnected with other painting or when painted in different tint and applying one coat of Synthetic enamel paint (1st quality) of any tint, complete all as specified and as directed by Engineer-in-charge. |
| 69 | M&L for complete removal of existing surface treatment, preparing the surfaces even and smooth by Vaccum based sanding machine and applying by means of auto roller (Smart Painting) Two coats of 100% Premium acrylic smooth emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (as approved) with silicon additives @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/ 10 sqm over a coat of avg. 1.0mm thick Wall care Putty (Multipurpose mixer shall be used for uniform and proper mixing of Putty) (Smart Painting) including rubbing down the surfaces to obtained smooth finished surface, complete all as specified and as directed by Engineer-in-charge. |
| 70 | M&L for Writing letters or figures (Block. Roman, Italic or Indian) n exc. 30 cm high with synthetic enamel paint including necessary preparation of surfaces, complete all as specified and as directed by Engineer-in-charge. |
| 71 | S&F in-repair of laminated PVC Kitchen Cabinet of 400mm depth made out of 18mm thick one side decorative lamination & other side white lamination sheet & provision of shelves and shutters made out of 18 mm thick one side decorative laminated PVC sheet including all required brackets, SS screws, SS knobs, SS Handles, etc. The panels shall be fabricated using adhesive and screws where ever required. All the edges shall be covered with 2 mm thick edge bonding tape or 90º edge bent finish, completer all as specified and as directed by engineer-in-charge. (NOTE:- Only front face shall be measured and paid.) |
| 72 | S&F in-repair of solid PVC wallpanneling consisting of 5mm thick wood grain printed PVC sheet inclusive of solvent cement, 5mm thick PVC sheet fillet of width 35mm and fixing at site on PVC frame as per specification, complete all as specified and as directed by Engineer-in-charge. |
| 73 | S&F in-repair of exposed powder coated GI snap grid frame work (600x600 mm) for false ceiling comprising of wall/cleat angle of size 25x25x0.35mm and cross tee of size 24x38x0.70mm with suspended hangers of 2 mm dia. G.I. (upto 1200mm length) adjusting level fixed to any type of roof by means of ceilling cleats made out of G.I. flat 40 x 3 mm size 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. |
| 74 | S&F of 6mm thick asbestos cement, corrugated or semi-corrugated sheets with two corrugations side lap fixed with L-type or J-type or cranked hook bolts in roof, wall etc., complete all as specified and as directed by Engineer-in-charge. |
| 75 | S&F of 0.50mm thick Pre-painted galvalume aluminum zinc coating GI based corrugated/ semi-corrugated 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. |
| 76 | S&F of 0.45mm thick Pre-painted galvalume aluminum zinc coating GI based tile profile steel roof sheet of any colour having tensile strength of 300 Mpa as in roof covering, fixed with self tapping screws, complete all as specified and as directed by Engineer-in-charge. |
| 77 | 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. |
AI Tender Summary
Tender Timeline
Jul 03, 2024
11:30 IST
Tender Published
Tender notice published.
Completed
Jun 19, 2024
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Completed
Jun 19, 2024
18:00 IST
Corrigendum-2 Issued
Clarifications on tender conditions and amendments issued.
Completed
Jun 24, 2024
18:00 IST
Corrigendum-3 Issued
Clarifications on tender conditions and amendments issued.
Completed
Jul 01, 2024
18:00 IST
Corrigendum-4 Issued
Clarifications on tender conditions and amendments issued.
Completed
Jul 01, 2024
18:00 IST
Corrigendum-5 Issued
Clarifications on tender conditions and amendments issued.
Completed
Jul 03, 2024
18:00 IST
Corrigendum-6 Issued
Clarifications on tender conditions and amendments issued.
Completed
Jul 06, 2024
18:00 IST
Corrigendum-7 Issued
Clarifications on tender conditions and amendments issued.
CompletedJul 06, 2024
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJul 08, 2024
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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