Military Engineer Services-MES has published Repairs To Ac Sheet Roofing , False Ceiling , Flooring , Joineries And Connected Works At Tamulpur And Darranga Military Station Under Ge Rangia. Submission Date for this Tender is 02-01-2021. Shed Construction Tenders in TAMULPUR AND DARRANGA Assam. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 10-Dec-2020 | BOQ AMDT | BOQ | 23-12-2020 |
| 2 | 23-Dec-2020 | Bid Auto Extn Corrigendum | Bid Auto Extn Corrigendum | 30-12-2020 |
| 3 | 31-Dec-2020 | DATE AMDT | Date | 02-01-2021 |
| Name of Work :REPAIRS TO AC SHEET ROOFING, FALSE CEILING, FLOORING, JOINERIES AND CONNECTED WORKS AT TAMULPUR AND DARRANGA MILITARY STATION UNDER GE RANGIA | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Dismantling Unframed timber scantlings 40 Sqcm and over in section and in any position, complete all as specified and as directed by Engineer-in-charge. | 1.2 | Cum | |
| 2 | 2 | M&L 2nd class hard wood in scantling wrought timber unframed and fixed, complete all as specified and as directed by Engineer-in-charge. | 1.2 | Cum | |
| 3 | 3 | Dismantling Asbestos Cement (Corrugated, Semi corrugated etc.) sheets in roof coverings, complete all as specified and as directed by Engineer-in-charge. | 340 | Sqm | |
| 4 | 4 | M&L 6 mm thick Asbestos Cement sheet, corrugated, or semi corrugated sheets in roofs, walls etc. and fixed with fixed with L-type or J-type or cranked hook bolts, complete all as specified and as directed by Engineer-in-charge. | 20 | Sqm | |
| 5 | 5 | Fixing only Asbestos Cement sheet, corrugated, or semi corrugated sheets in roofs, walls etc. and fixed with L hook or Cranked bolts (except sheets), complete all as specified and as directed by Engineer-in-charge. | 20 | Sqm | |
| 6 | 6 | S&F Pre-painted galvalume aluminium zinc coating GI based corrugated or semi-corrugated steel sheet 0.50 mm thick of any colour having tensile strength of 550 mpa as in roof covering/cladding to wall, fixed with self tapping screws or J hooks, complete all as specified and as directed by Engineer-in-charge. | 250 | Sqm | |
| 7 | 7 | S&F Pre-painted galvalume aluminium zinc coating GI based plain steel sheet 0.50 mm thick of any colour having tensile strength of 550 mpa as in roof covering/cladding to wall, fixed with self tapping screws or J hooks, complete all as specified and as directed by Engineer-in-charge. | 50 | Sqm | |
| 8 | 8 | 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. | 25 | Sqm | |
| 9 | 9 | S & F GI wire netting 0.90mm dia and 12mm mesh lathing to wood or metal studding, joists, etc. in walls, ceilings, stanchions, beams, etc. including all laps, cutting and waste complete all as specified and as directed by Engineer-in-charge. | 25 | Sqm | |
| 10 | 10 | 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. | 20 | Sqm | |
| 11 | 11 | Demolition of brick work built in any cement mortar complete all as specified and as directed by Engineer-in-charge. | 20 | Cum | |
| 12 | 12 | M&L for brick work with sub-class `B' old size bricks, straight or curved on plan to any radius in half brick thick walls built in cement mortar (1:4) complete all as specified and as directed by Engineer-in-charge. | 150 | Sqm | |
| 13 | 13 | M&L for brick work with sub class 'B' bricks, straight or curved on plan exc. 6m mean radius in cement mortar 1:6, complete all as per specified and as directed by Engineer-in-charge. | 4 | Cum | |
| 14 | 14 | M&L 15mm thick rendering in CM (1:4) on fair faces of brick work or concrete surfaces and finished the surface even & smooth without using extra cement complete all as per specified and as directed by Engineer-in-charge. | 220 | Sqm | |
| 15 | 15 | M&L rendering 10mm thick on other than fair faces of brick work or on other side of lathing in cement mortar 1:6, surface to be finished fair & even without using extra cement, complete all as specified and as directed by Engineer-in-charge. | 200 | Sqm | |
| 16 | 16 | M&L for preparing newly plastered surfaces of walls and applying three coats of white wash complete all as specified and as directed by Engineer-in-charge. | 220 | Sqm | |
| 17 | 17 | M&L for preparing old decorated plaster surfaces etc and applying two coat of white wash on walls, complete all as per specified and as directed by Engineer-in-charge. | 25 | Sqm | |
| 18 | 18 | M&L for preparing new plastered surface and applying two coats of distemper oil emulsion on wall surfaces over a coat of chalk whiting primer complete all as specified and as directed by Engineer-in-charge. | 150 | Sqm | |
| 19 | 19 | Dismantling of unframed fillets, rails, posts, rafters, purlins etc., under 40 Sqcm in section, complete all as specified and as directed by Engineer-in-charge. | 150 | RM | |
| 20 | 20 | M&L second class hard wood plain fillets, square or rectangular or triangular in section, clean sawn, secured with nails or brads having sectional area not exceeding 03 sqcm complete all as specified and as directed by Engineer-in-charge. | 90 | RM | |
| 21 | 21 | M&L second class hard wood plain fillets, square or rectangular or triangular in section, clean sawn, secured with nails or brads having sectional area exceeding 03 sqcm but not exceeding 06 sqcm complete all as specified and as directed by Engineer-in-charge. | 40 | RM | |
| 22 | 22 | M&L second class hard wood plain fillets, square or rectangular or triangular in section, clean sawn, secured with nails or brads having sectional area exceeding 6 sqcm but not exceeding 13 sqcm complete all as specified and as directed by Engineer-in-charge. | 20 | RM | |
| 23 | 23 | Demolition of unreinforced cement concrete in ground floors and pavings nexc 15 cm thickness (below or above ground level) complete all as specified and as directed by Engineer-in-charge. | 14 | Cum | |
| 24 | 24 | Demolition of reinforced cement concrete of any description and in any position not otherwise specificied provided for, complete all as per specified and as directed by Engineer-in-charge. | 4.5 | Cum | |
| 25 | 25 | M&L for 100 mm thick PCC 1:3:6 type C-2 (40mm graded stone aggregate) as in sub-floors, sub-based & paving, complete all as per specified and as directed by Engineer-in-charge. | 40 | Sqm | |
| 26 | 26 | M&L for 75 mm thick PCC 1:3:6 type C-2 (40mm graded stone aggregate) as in sub-floors and sub-based, complete all as per specified and as directed by Engineer-in-charge. | 50 | Sqm | |
| 27 | 27 | M&L for 50 mm thick cement concrete 1:3:6 type C-2 (40mm graded stone aggregate) as in floors/hard standing/paving/plinth protection, finished even and smooth with using extra cement, complete all as per specified and as directed by Engineer-in-charge. | 80 | Sqm | |
| 28 | 28 | M&L for providing precast cement concrete 1:2:4, type B0 (using 12.5mm graded stone aggregate) as in louvres and jallies, 35mm thick (measured solid), including all mouldings but excluding frame set in cement mortar 1:4 complete all as per specified and as directed by Engineer-in-charge. | 30 | Sqm | |
| 29 | 29 | M&L for Glass dividing strips, 38 x 3 mm thick and inserted in position to confirm to design, complete all as per specified and as directed by Engineer-in-charge. | 40 | RM | |
| 30 | 30 | M&L precast Coloured cement concrete chequered tiles 300x300x25mm thick set jointed and pointed in with grey cement and pigment laid over and including 20mm thick screed bed in CM 1:4 in floorings, complete all as per specified and as directed by Engineer-in-charge. | 40 | Sqm | |
| 31 | 31 | M&L for RCC (nominal mix) type B-1, 1:2:4 (20 mm graded Agg) as in beams, lintels etc complete all as per specified and as directed by Engineer-in-charge. | 1.5 | Cum | |
| 32 | 32 | M&L for RCC (nominal mix) type B-1, 1:2:4 type B-1 using 20 mm graded stone aggregate as in columns, pillers, piers, post and struts etc complete all as per specified and as directed by Engineer-in-charge. | 3 | Cum | |
| 33 | 33 | M&L for Formwork to sides and soffits of floor or roof beams, beam, lintels, cantilivers, shelves including supports, overhangs, etc. also splays between floors and beams, etc. fair finished surface of concrete flat complete all as per specified and as directed by Engineer-in-charge. | 10 | Sqm | |
| 34 | 34 | M&L for formwork to sides of pillars, posts, struts, piers,coloumns etc. fair finished surface of concrete flat complete all as per specified and as directed by Engineer-in-charge. | 30 | Sqm | |
| 35 | 35 | Dismantling mild steel work of any description not otherwise provided for complete all as specified and directed by Engineer-in-Charge. | 6.2 | Qtl | |
| 36 | 36 | M&L for mild steel TMT bars 10 mm dia. and over cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia., or securing with clips, complete all as per specified and as directed by Engineer-in-charge. | 300 | KG | |
| 37 | 37 | M&L for mild steel TMT bars 5 mm to 10 mm dia., cut to length, bent to shape required, in stirrups, spacers and binders and binding with mild steel wire (annealed) not less than 0.9 mm dia., or securing with clips quality confirming to Fe-410-S 0r Fe-410-O, complete all as per specified and as directed by Engineer-in-charge. | 80 | KG | |
| 38 | 38 | S&F MS steel work in tubular trusses including special shaped washers etc., complete using ERW or induction butt welded tubes confirming to IS 1161- 1979 graded St 240, complete all as per specified and as directed by Engineer-in-charge. | 300 | KG | |
| 39 | 39 | M&L for MS rolled section of grade Fe-410- W(Gde- E-250) quality - B (beam, tee, angle channel ot flat section) as in roof trusses (framed), trussed purlins, crane gantries rails, and fastening and heavy bracket framing including destance pieces, wind tie, cleats etc. and one coat of zinc chromate primer & paint complete all as specified and as directed by Engineer-in-charge. | 300 | KG | |
| 40 | 40 | S&F Mild steel work in hand rails, wind ties, posts and struts in fencing screwed or welded to shape as directed, including all necessary drilling, bolting or riveting etc., and similar work confirming to Fe 410 - O or Fe 310 - O, complete all as per specified and as directed by Engineer-in-charge. | 20 | KG | |
| 41 | 41 | M&L for preparation of new or previously untreated steel or iron surface of any description and applying two coats of synthetic enamel paint over a coat of red oxide, primer over 10cm width or girth complete all as specified and as directed by Engineer-in-charge. | 50 | SQM | |
| 42 | 42 | 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 per specified and as directed by Engineer-in-charge. | 250 | Sqm | |
| 43 | 43 | S&F coloured non-skid ceramic 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, set and jointed in neat cement slurry and pointed in white or coloured cement to match with the shades of tiles over 15 mm thick screed bed or bedding layers in CM 1:6 complete all as per specified and as directed by Engineer-in-charge. | 80 | Sqm | |
| 44 | 44 | S&F coloured non-skid ceramic tiles 7 to 8 mm thick (square/rectangular) area of each tile exceeding 0.18 sqm but not exceeding 0.36 sqm, in floors etc., set and jointed in neat cement slurry and pointed in white or coloured cement to match over 15 mm thick screed bed or bedding layers in cm 1:6 with the shades of tiles complete all as specified and as directed by Engineer-in-charge. | 120 | SQM | |
| 45 | 45 | M&L for Coloured Glazed ceramic tiles 200 x 300 x 6 or 7 mm thick, on vertical surfaces such as skirting, dados and risers to steps etc., set and jointed in neat cement slurry and pointed in white or Coloured cement to match over and including 10 mm thick screed in CM (1:4) complete all as per specified and as directed by Engineer-in-charge. | 50 | Sqm | |
| 46 | 46 | Dismantling wall and ceiling boards (fibre, pulp, insulation,etc) or insulation board/Slabs/blankets of any thickness including cover fillets, complete all as specified and as directed by Engineer-in-charge. | 280 | SQM | |
| 47 | 47 | M&L for 4 mm thick asbestos cement plain building boards, fixed to timber frame work with screws as in walls complete all as specified and as directed by Engineer-in-charge. | 30 | SQM | |
| 48 | 48 | S&F solid PVC wall penelling consisting of 5 mm thick PVC wood grain printed PVC sheet inclusive of solvent cement and fixing at site complete all as per specified and as directed by Engineer-in-charge. | 60 | SQM | |
| 49 | 49 | S&F 5mm thick PVC sheet fillet of width 35mm for wall paneling inclusive of fixing on to wall to make PVC Frame as per specification and as directed by Engineer-in-charge. | 100 | RM | |
| 50 | 50 | S&F 4 mm thick Veneered decorative plywood, grade 1 (with BWR resin) with decorative face veneers on one side faces; fixed with screws to timber frame work complete all as per specified and as directed by Engineer-in-charge. | 70 | SQM | |
| 51 | 51 | S&F exposed GI powder coated snap grid frame work for false ceiling of grid size 600x600mm comprising of wall/cleat angle of size 25x25x0.35mm and cross tee of size 24x30x0.70mm with 4mm dia GI wire as suspender and including 4mm thick E-Board classic (decorative type) including fixing arrangement from steel truss of any type and applying two coats of oil bound distemper over one coat of chalk whiting, complete all as specified and as directed by Engineer-in-charge. | 120 | SQM | |
| 52 | 52 | Taking down shutters of any description not exc. 1 sqm each, complete all as specified and as directed by Engineer-in-charge. | 14 | Leaf | |
| 53 | 53 | Taking down shutters of any description exceeding 1 Sqm but not exceeding 2 Sqm each, complete all as per specified and as directed by Engineer-in-charge. | 22 | Leaf | |
| 54 | 54 | Taking down chowkat or frame not exceeding 1.5 Sqm each (without taking off shutter from the frame), complete all as specified and as directed by Engineer-in-charge. | 5 | Each | |
| 55 | 55 | S&F second class hardwood 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 per specified and as directed by Engineer-in-charge. | 0.2 | Cum | |
| 56 | 56 | M&L 35 mm thick second class hardwood glazed and skeleton shutter open rebated and prepared to receive glass, gauge etc (without sash bar) edges of framing plain, chamfered or rounded fitted with cut and mitred beads for securing glass etc sizes of member as specified in SSR part I section & clause 8.24 (a) complete all as specified and as directed by Engineer-in-charge. | 8 | SQM | |
| 57 | 57 | S&F 30 mm thick Second class hard wood Glazed and skeleton shutters, open rebated and prepared to receive glass, gauze, etc. divided into squre with rebated sash bars any number edges of framing plain, chamfered or rounded, fitted with cut mitred beads for securing glass etc. for windows and ventilators etc complete all as per specified and as directed by Engineer-in-charge. | 8 | SQM | |
| 58 | 58 | S&F 30 mm thick Flush shutters, solid core construction, with particle board core and plywood face panels, commercial type on both sides, complete all as per specified and as directed by Engineer-in-charge. | 6 | SQM | |
| 59 | 59 | S&F solid PVC door frame of size 50mmx47mm made out of 5mm plain colour PVC sheet rainforced with MS square tube in opening complete all as per specified and as directed by Engineer-in-charge. | 60 | RM | |
| 60 | 60 | Supply and fixing factory made solid panel PVC door shutter 30mm 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, paneling 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 per specified and as directed by Engineer-in-charge. | 15 | Sqm | |
| 61 | 61 | S & F 100 mm long medium weight, cold rolled mild steel butt hinges, complete all as specified and as directed by Engineer-in-charge. | 60 | Each | |
| 62 | 62 | S & F 75 mm long medium weight, cold rolled mild steel Butt hinges complete all as per specified and as directed by Engineer-in-charge. | 32 | Each | |
| 63 | 63 | S&F 150 mm long Aluminium, anodised, barrel tower bolts of extruded section, complete all as per specified and as directed by Engineer-in-charge. | 36 | Each | |
| 64 | 64 | S&F 125mm long aluminium anodised barrel tower bolts of extruded section, complete all as specified and as directed by Engineer-in-charge. | 18 | Each | |
| 65 | 65 | S&F 150 mm long extruded Aluminium alloy handles, fabricated type, anodised, complete all as per specified and as directed by Engineer-in-charge. | 36 | Each | |
| 66 | 66 | S&F 125 mm long Extruded Aluminium alloy handles, fabricated type, anodised, complete all as per specified and as directed by Engineer-in-charge. | 18 | Each | |
| 67 | 67 | S&F galvanised mild steel wire cloth, 0.56 mm dia of wire and average width of aperture 1.18 mm and fixed with galvanised wire staples, complete all as specified and as directed by Engineer-in-charge. | 4 | SQM | |
| 68 | 68 | S&F in repair galvanised mild steel wire cloth, 0.56 mm dia of wire and average width of aperture 1.18 mm and fixed with galvanised wire staples, complete all as specified and as directed by Engineer-in-charge. | 10 | SQM | |
| 69 | 69 | S&F in repair 3 mm thick sheet glass, ordinary quality in squares not exceeding 0.5 Sqm in each pane fixed with cut & mitred beads, complete all as specified and as directed by Engineer-in-charge. | 3 | SQM | |
| 70 | 70 | M&L for preparation of new or previously untreated wood or wood based surfaces of any description, exceeding 10 cm width or girth, not otherwise described and applying two coats of synthetic enamel paint over a coat of pink primer, complete all as specified and as directed by Engineer-in-charge. | 20 | SQM | |
| 71 | 71 | M&L for preparation of newly untreated wood or wood based surfaces of any description, not exceeding 10 cm width or girth, not otherwise described and applying two coats of synthetic enamel paint over a coat of pink primer, complete all as specified and as directed by Engineer-in-charge. | 15 | 10 RM | |
| 72 | 72 | 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 cresote oil, complete all as specified and as directed by Engineer-in-charge. | 10 | SQM | |
| 73 | 73 | M&L for preparing AC wall board & applying two coats of white wash, complete all as per specified and as directed by Engineer-in-charge.\nNote:- The contract sum shall be calculated by deducting the amount shown in Credit Schedule attached to this tender, from total amount of Schedule 'A'/BOQ. | 30 | SQM |
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