Military Engineer Services-MES has published Tender For Repair And Maintenance To B/R Works Of Sports Facilities And Infrastructure At Hq Cif (K) Under Age (I) Cif (K).. Submission Date for this Tender is 27-06-2023. Building Repair Tenders in Srinagar Jammu And Kashmir. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 20-Jun-2023 | Bid Auto Extn Corrigendum | Bid Auto Extn Corrigendum | 27-06-2023 |
| Sl. No. | Item Description |
| 1 | Demolition of cement concrete un reinforced in ground floors and pavings not exceeding 15cm thickness (below or above ground level) including disposal of unserviceable materials,debris and rubbish to a distance not exceeding 100 metre, complete all as specified and as directed by the Engineer-in-Charge. |
| 2 | Dismantling floor hearth or wall tiling including cement mortar bedding (but not backing), removing serviceable tiles to store and rubbish off the premises, complete all as specified and as directed by the Engineer-in-Charge. |
| 3 | Taking down plastering in cementlimeor cement mortoron brick or stone work etc. includingracking out joints, hacking for key, scrubbing down with water etc., complete all as specified and directed by the Engineer-in-Charge. |
| 4 | Demolition of brickwork or stone/boulder masonry, build in cement mortar including all quoins, arches, pillars etc, but excluding ashlars facings, dressed stonework and precast concrete articles, complete all as specified and directed by Engineer-in-Charge. |
| 5 | Brick work with sub class `B" bricks straight or curved on plan exceeding 6 metremean radiusbuilt in cement mortar 1:6, complete all as specified and directed by the Engineer-in-Charge. |
| 6 | Rendering 15mm thick on other than fair faces of brick work orconcrete surfacesin cement mortar 1:4, surface finished even and smooth without using extra cement,complete all as specified and directed by the Engineer-in-Charge. |
| 7 | Rendering 15mm thick on other than fair faces of brick work orconcrete surfacesin cement mortar 1:6, surface finished even and smooth without using extra cement,complete all as specified and directed by the Engineer-in-Charge. |
| 8 | Plain cement concrete, 1:2:4, type B-1 using 20mm graded crushed stone aggregate, 25mm thick, as in leveling coarse of flooring, complete all as specified and as directed by the Engineer-in-Charge. |
| 9 | Vetrified Ceramic tiles (Dark Shade/double charged/ultera charge) 10 mm thick (square/ rectangular) polished, area of each tiles exc 0.36 sqm but not exceeding 0.42 sqm, as in floors etc. set and jointed in neat cement slurry and pointed in white or coloured, laid over and including15mm thick screed bed or bedding layer in cement mortar1:6, complete all as specified and as directed by the Engineer-in-Charge. Note: Colour and shade of tiles shall be approved by AGE(I) and contractor shall not have any claim whatsoever on this account. |
| 10 | Vetrified Ceramic tiles (Dark Shade/double charged/ultera charge) 10 mm thick (square/ rectangular) polished, area of each tiles exc 0.36 sqm but not exceeding 0.42 sqm, as in skirting etc. set and jointed in neat cement slurry and pointed in white or coloured, laid over and including10mm thick cement plaster in cement mortar1:4, complete all as specified and as directed by the Engineer-in-Charge. Note: Colour and shade of tiles shall be approved by AGE(I) and contractor shall not have any claim whatsoever on this account. |
| 11 | Plain cement concrete 1:4:8, type D-2, using 40mm graded crushed stone aggregate, as in sub base complete all as specified and asdirected by the Engineer-in-Charge. |
| 12 | Plain cement concrete, 1:2:4 type B-2, using 40mm gradedcrushed stone aggregate, 100mm thick, as infloorsfinishing surfaceseven and smooth without using extra cement, complete all as specified and as directed by the Engineer-in-Charge. |
| 13 | Forming 12mm thick expansion joints of concrete slab 100 mm thickfilled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, Grade ‘A’, complete all as specified and as directed by the Engineer-in-Charge. |
| 14 | Forming Contraction (Dummy) joints 65mm deep x 10mm wide, filled with sealing compound, Grade "A" including bituminous filler, complete all as specified and as directed by the Engineer-in-Charge. |
| 15 | Forming Construction joint 30mm deep x 10mm wide filled with sealing compound Grade "A", complete all as specified and as directed by the Engineer-in-Charge. |
| 16 | Plain cement concrete 1:2:4, type B-2, using 20mm graded crushed stone aggregate as in surface channel and drains including necessary formwork,complete all as specified and asdirected by theEngineer-in-Charge. |
| 17 | Extra for forming fair finished drain or channel 45 cm inner girth in cement concrete,using extra cement, including forms, moulds ,stopped ends etc. complete all as specified and asdirected by theEngineer-in-Charge. |
| 18 | M&L for preperation of old painted surfaces after complete removal of existing treatment and applying two coat oil bound distemper over a chalk whiting complete all as specified and as directed by the Engineer-in-Charge. |
| 19 | Preparation of old painted steel or steel based surfaces of any description, not otherwise described over 10cm width or girthand applying one coat of synthetic enamel paint,completeall as specified and as directed by the Engineer-in -Charge. |
| 20 | Preparation of old painted wooden or wood based surfaces of any description, not otherwise described over 10cm width or girthand applying one coat of synthetic enamel paint,completeall as specified and as directed by the Engineer-in -Charge. |
| 21 | M&L for preparing new plasted surfaces of walls, applying Two or more coatsof 100% Premium acrylic emulsion paint having VOC less than 50gm/litre and UV resistance asper IS 15489:2004, Alkali & fungal resistance,dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives @ 1.43 litre/ 10 sqm over and including primingcoat of exterior primer applied @ 0.90 litre/ 10 sqm over new surfaces, completeall as specified and as directed by the Engineer -in -Charge. |
| 22 | Preparation of new plastered / unplastered surfaces of walls and applyingtwo coats ofdistemper oil emulsion over a coat of primer, complete all as specified and as directed by Engineer-in-Charge. |
| 23 | Dismantling of boarding as in partition wall, screen wall of any description fixed in any position with nails complete all as specified and as directed by Engineer-in-Charge. |
| 24 | Anodised aluminium(powder coated minimum thickness of powder coating 50 micron)window and ventilator shutters,partition wall fixed type powder coated of any colour sliding/ hung type without sash bars, aluminium sections weighing 0.55 kg/m including necessary joining cleats, glazing clips, rubber packing, anodised aluminium snap beading, screws, anodised aluminium fittings such as peg stays 150mm long (1 No.). hinges type B-21 100mm long (2 Nos.) suitable handle (1 No.),complete all as specified and directed by the Engineer-in-Charge. |
| 25 | Tinted sheet glass, 4 mm thickglazing within alm framesincluding necessary joining cleats, glazing clips, rubber packing, anodised aluminium snap beading, screws, anodised aluminium fittings as required, complete all as specifiedand as directed by the Engineer-in-Charge. |
| 26 | Dismantaling boarding/false ceiling of any description fixed in any postion with nails, complete all as specifiedand as directed by the Engineer-in-Charge. . |
| 27 | GI frame work size of grid 605 x 605 mm for seamless ceiling comprising of GI perimeter channel 0.55mm thick with two unequal flanges of 20 and 30mm and web of 27mm fixed to surrounding wall using nylon sleeves and screws at 450mm centre to centre/intermediate channel 0.9mm thick having two equal flanges of 15mm each and web of 45mm suspended from sofit at approx 900 mm centre to centre with GI cleat and steel expansion fasterner with and including ceiling section (not exc 1.2m length) of 0.55mm thickness having kurled web of 50mm and flange of 26mm each with lips of 10.5mm fixed to the intermediate channel with connecting clips acress the intermediate channel at 457mm centre to cnetre including hangers 6mm dia.GI (upto 1200mm length) adjusting level fixed tp roof slabs by means of ceiling cleats made out ofGI flat 40 x 3mm size 60mm ling and expansion hold fasterner 12.5mm dia 40mm long including4mm thick non asbestos fibre cement building boards fiuxed or laid/inserted to timber/GI frame work complete all as specified and directed by Engineer-in-Charge. |
| 28 | Note:-An amount of Rs.7,240.00 on account of credit schdule for Sch "A" Part-II Shall be deducted from the total amount of BOQ to arrive at the contract sum. |
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