Military Engineer Services-MES has published Ca No Ge / Afj-41 / 2021-22 Repair To Flooring, Aluminium Joineries, False Ceiling, Roofing Etc In Certain Bldgs In Tech Area Afs Jammu And Kaluchak Under Ge ( Af ) Jammu Ca No Ge / Afj-41 / 2021-22 Repair To Flooring Aluminium Joineries, False Ceiling. Submission Date for this Tender is 18-11-2021. Shed Construction Tenders in GE (AF) Jammu Jammu And Kashmir. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 01-Nov-2021 | REVISED BOQ | BOQ | 11-11-2021 |
| 2 | 11-Nov-2021 | Bid Auto Extn Corrigendum | Bid Auto Extn Corrigendum | 18-11-2021 |
| Sl. No. | Item Description |
| 1 | Dismantling asbestos cement (corrugated/ semi corrugated etc) sheet in roof covering complete all as specified and directed. |
| 2 | S&F Pre painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.5mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and directed. Note:- work up to 10 m height. |
| 3 | All as per item No. 2 above but plain steel sheet fix in valley gutter / ridge complete all as specified and directed. |
| 4 | S & F 0.63 mm thick galvanised corrugated steel sheeting &with two corrugations side lap, fixed with L type or J type or cranked hook bolts and washers in roofs up to 12 mtr height, walls etc with grade of zinc coating275complete all as specified and directed. |
| 5 | All as per item No 4 here in before but 0.63mm plain galvanised mild steel sheets class 7 as in ridge/gutter etccomplete all as specified and directed. |
| 6 | Dismantling framed work timber scantling 40 sq. cm and over in section , in any position complete all as specified |
| 7 | Dismantling framed work timber scantling in fillets, rails, posts, rafters,purlins, etc. under 40 sq. cm in sectioncomplete all as specified |
| 8 | Dismantling of wrough iron or mild steel work of any description not otherwise providedcomplete all as specified and directed. |
| 9 | M&L for MS work as in roof trusses (framed) trussed, purlins ,post, rafters including distant pieces, cleats etc including cutting and welding required confirming to grade Fe 410-W complete all as specified and directed. |
| 10 | M&L for MS work as in wind tie or any other work incl cutting, drilling holes etc. complete all as specified and directed. |
| 11 | M&L for MS Plates(plain or chequered) channels, square cut, notched chamfer or square cut or notched (ordinary and counter sunk) forming holes without any attachment with MS Gde Fe 410-0 complete all as specified and directed. |
| 12 | Dismantling Wall and ceiling boards ( wooden board ,fibre, pulp, insulation, etc.) or insulation boards/slabs/ blankets, any thickness, including cover fillets complete all as specified and directed. |
| 13 | 12mm thick PVC laminated Gypsum ceiling board/tiles of size 595 x 595mm, fixed in ceiling with screws to and including frame work of GI channel powder coated complete all as specified and directed by Engineer-in-Charge. |
| 14 | Hangers 6 mm dia. G.I. (upto 1200mm length) adjusting levelfixed to roof slabs by means ofceilling 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 |
| 15 | Demolition of brick/stone masonry built in cement mortar and remove the site complete all as specified and directed. |
| 16 | Brick work using old size bricks, straight or curved on plan exceeding 6.00 metre mean radius built in cement mortar (1:6),complete all as specified and directed by Engineer-in-Charge. |
| 17 | Brick work Except bricks, straight or curved on plan exceeding 6.00 metre mean radius built in cement mortar (1:6),complete all as specified and directed by Engineer-in-Charge. |
| 18 | Demolition of reinforced cement concrete in any position not otherwise specifically provided, complete all as specified and directed . |
| 19 | M&L for reinforced cement concrete 1:2:4 type B-1 using 20mm graded stone aggregate for slabs supported on wall, beams and columns, in floor, roofs, landings, balconies, canopies, deck slabs and in shelves and the like ,complete all as specified and directed Note : Reinforcement shall be measured and paid for separately. |
| 20 | M&L for Steel reinforcement 10mm dia and over, TMT bars, 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 directed . |
| 21 | M&L for steel reinforcement 6 to 8mm dia and over, TMT bars, 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 directed . |
| 22 | Taking down cement or cement lime plaster, any description on brick or stone walls etc including raking out joints, hacking for key, scrubbing down with water etc, including cutting of trees, shrubs or any type of vegitation upto and including roots complete including removal all debries exceeding 50m but not exceeding 100m all as specified and directed by Engineer-in-Charge. |
| 23 | Rendering 10mm thickon fair faces of brick work or concrete surfaces, finished even and smooth (without using extra cement) on walls in cement mortar 1:6, complete all as specified and directed by Engr-in-charge. |
| 24 | Rendering 15mm thickon fair faces of brick work or concrete surfaces, other than fair face(without using extra cement) on walls in cement mortar 1:4 including WPC complete all as specified and directed by Engr-in-charge. Note: Supply only liquid water proofing admixture shall be measured and paid seperately |
| 25 | Rendering 5mm thickon fair faces on concrete surfaces/ ceiling, finished even and smooth (without using extra cement) on walls in cement mortar 1:3, complete all as specified and directed by Engr-in-charge. |
| 26 | Supply only LiquidWater Proofingadmixture complete all as specified and directed by Engineer-in-Charge. |
| 27 | M & L for prepration of new plasteredsurfaces and applying three coat of lime white wash on ceiling, all as specified. |
| 28 | M & L for prepration of new plastered surfaces and applying two coat of approved shade of oil emulsion distemper on walls all as specified and directed. |
| 29 | M&L Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) complete all as specified and directed by Engg-in Charge. |
| 30 | Complete removal of exisiting treatment and applying 1mm coat of plater of paris(putty) one coat ofAcrylic Smooth exterior paint @ .835 ltr/10 sq of required shade over one coat of primerm complete all as specified and directed by Engg-in Charge. |
| 31 | M&L for prepration of new steel surface of any discription over 10 cm width or girth not otherwise and applying two coats of synthetic enamel paint over a coat of red oxide primer asdescribed complete all as specified and as directed. |
| 32 | M&L for preparation of old decorated steel surfaces of any description, not otherwise described over 10 cm width or girth and applying one coat of synthetic enamel paint Complete all as specified and as directed. |
| 33 | Demolition of unreinforced cement concrete in ground floors and paving n.exc 15cm thickness (below or above ground level) and removing demolished material to a distance and depositing to the distance exceeding 50 metres but not exceeding 100 mitres where directed at a level not exceeding 1.5 metre above the starting pointcomplete all as specified and directed by Engineer-in-Charge. |
| 34 | M&L for 75mm thickPCC 1:3:6 type C-1(using 20mm graded crushed stone aggregates as in plinth protection laid in alternate baysfinishedeven and smoothwithout using extra cementcomplete all as specified. |
| 35 | M&L 75 mm thick PCC 1:3:6 type C1 using 20 mm graded stone agg in Sub floor, complete all as specified. |
| 36 | M&L 20 mm thick screed bed or bedding layer in CM 1:6 finished fair and even for laying floor finishes/tiles etc complete all as specified and directed by Engineer-in-Charge. |
| 37 | M&L Sand filling under floors or in foundations including watering and consolidation Complete all as specified. |
| 38 | M&L for 60 mm thick interlocking machine pressed precast concrete interlocking paver block any shape, any colour and rubber finished type confirming to IS 15658-2006, M-35 grade laid and jointed in neat cement slurry with grey cement and pigment laidcompleteall as specified and directed. |
| 39 | M&L for 80 mm thick interlocking machine pressed precast concrete interlocking paver block any shape, any colour and rubber finished type confirming to IS 15658-2006, M-35 grade laid and jointed in neat cement slurry with grey cement and pigment laidcompleteall as specified and directed. |
| 40 | M&L marble work (makrana white) 18-20mm thick (table rubbed and polished ) set in CM 1:2 forborder with match of laying floor finishes all as specified |
| 41 | M/L machine cut Kota stonewith 150mm borders of marble work ( makrana white )slab flooring 18-20 mm thick over cement screed base laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and mirror polishing complete all as specified and as directed. Note : Marble makran whitemeasured and paid separately. |
| 42 | M/L machine cut Kota stone slab18 to 20 mm thickin riser of steps , skirting , dado and pillar over cement screed base laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete all as specified and as directed. |
| 43 | M&L chequered cement concrete coloured tiles machine pressedconforming to IS 13801:1993 and ISI marked, size not less than 300mm x 300mm (Approx), thickness 25mm, as in floor, paving set and jointed in neat cement to match with gray pigment all as specified and directed. |
| 44 | Providing precast cement concrete for kerbs stone of PCC 1:2:4 Type B-1 20mm graded aggregate(of any section indicated), with plain fair faces, including chamfers, weathering"s, throat- ing etc. and set & jointed in CM 1:4 complete all as specified. |
| 45 | Cement concrete, type B-1 (1:2:4), using 20 mm graded stone aggregates as in lintels up to 1.5 metre clear span, bed blocks, copings and the like including weathering, slightly rounded or chamfered angles & throating including provision of necessary formwork, complete all as specified. |
| 46 | M & L roughening surface of old concrete floor by picking, sweeping clean and washing down with water to remove duct etc complete all as specified. |
| 47 | 25 mm thick, Plain cement concrete 1:2:4 type B-0 using 12.5mm graded crushed stone aggregates as in sub base for laying floor finishes including finishing the surfaces even and rough without using extra cement, complete all as specified and as directed by Engr-in-Charge. |
| 48 | M&L15 mm thick screed bed or bedding layer in CM 1:6 finished fair and even for laying floor finishes/tiles etc complete all as specified and directed by Engineer-in-Charge. |
| 49 | M&L for non-skid coloured ceremic tiles 7 to 8 mm thick (Square/rectangular) area of each tile exceeding 0.06 Square metre but not exceeding 0.11 Square metre, in floors etc. set & jointed in neat cement slurry and pointed in coloured cement to match coloured tiles complete all as specified and directed. |
| 50 | M&L for colored non skid ceramic tiles7to 8 mmthick, area of each tileexc 0.11 Square metre but n exc 0.18 Square metre in floors etcset and jointed in neat cement slurry and pointed in colored complete all as specified and directed. |
| 51 | M & LGlazed ceramic tiles coloured (350x250x7mm/ 450x350x7mm) for works on vertical surfaces such as skirting/dados of economy class B-III conforming to IS-13712 etc set and jointed in neat cement slurry and pointed in coloured cement to match including rendering 10 mm thickin cement mortar 1:3, as in backing layer without using extra cement complete all as specified. |
| 52 | M&L for Virified Ceramic coloured tiles 10 mm thick (square/ rectangular) polished, area of each tiles not exceeding 0.36 sqm, in vertical surfaces etc. set and jointed in neat cement slurry and pointed in white or coloured cement to matchcomplete all as specified. |
| 53 | M & Lvitrified tilesfor works on vertical surfaces such as skirting/dados of economy class B-III conforming to IS-13712 etc set and jointed in neat cement slurry and pointed in coloured cement to match including rendering 10 mm thickin cement mortar 1:3, as in backing layer without using extra cement complete all as specified. |
| 54 | Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing), removing serviceable tile to store and rubbish off the premises complete all as specified and directed by Engineer-in-Charge. |
| 55 | M&L for Granite work 18-20mm thick (Table rubbed and polished) in cooking platforms over10mm thick screed bedin cement mortar 1:4 including pointing in white cement (1:2) using marble dust with admixture of pigment to match with marble shede complete all as per specified and as directed. |
| 56 | Taking down chowkats or frameswith shutters(without taking offshutters from frames) area n-exc 1.50 square metre each, including cutting holes for taking out hold fasts or dismantling brick work (holes cut and any other damage to jambs, walls for taking out hold fast shall be finished identical to existing finish without any extra cost to Govt.), complete all as specified and directed by Engineer-in Charge. |
| 57 | Taking down chowkats or frames (without taking off shutter from shutter ) area exc 1.50 but n exc 4 Sqm quare metre each, including cutting holes for taking out hold fasts or dismantling brick work (holes cut and any other damage to jambs, walls for taking out hold fast shall be finished identical to existing finish without any extra cost to Govt.), complete all as specified and directed by Engineer-in Charge. |
| 58 | Taking down wooden shutter of any description exc 1.00 Square metre but n.exc 2.00 Square metre , each (with all fittings) complete all as specified and directed. |
| 59 | Cutting holes in brick walls built in cement mortar for inserting hold fasts and making good dismantled portion with cement concrete 1:2:4 type B1 cutting exc half brick but n-exc one brick complete all as specified and directed. |
| 60 | S&F in repair Anodised aluminium frame for doors, windows, ventilators with one or more rebates including joining cleat for fixing etc. complete all as specified. |
| 61 | S&Fin repair Anodised aluminium door shutters, aluminium section weighing 0.55 kg/m including necessary joining cleats, glazing clips, rubber neoprene beeding/packing, handles 2 Nos in each door, hinges, anodised aluminum snap beading screws etc. with complete necesssary fittings all as specified. |
| 62 | Repair & refixing in same position of aluminium anodised door shutters of any description, size exceeding 1.50 Sqm but not exceeding 4.00 Square Metre by taking down/without taking off shutters from the frame, disconnecting carefully shutter member with deligated tools and as per manufacture"s instructions.Removing broken aluminium mongeries, tilted/deformed aluminium beads, teared T rubber gasket and cleats in hollow blocks of rails and retightening in same position with excessess sectional area steel screws incl tightening mild steel rod with nuts in hollow blocks of members of shutters of lock side rail and hinge side rails and reassembling shutter with old retrieved members carefully such asACP panel/prelaminated board,tinted glass 5.5 mm thick in same situations and securing both side with supply and fixing new rubber T gasket and aluminium beads to making the door air tight including refixing of old aluminum hinge, tower bolt, mortice lock, bolts, handle, door stoppers, hydraulic door closer and refixing shutters in same opening after assuring complete alignment etc.Repairing floor spring where provided including making good alignments.Also adjusting door chowkats and frame and refixing with new rowl plugs & 3 to 4" long standard steel flat headed screws and assuring the strength of chowkats/frames before refixing shutters etc complete all as specified and directed. |
| 63 | S/F for Factory made solid PVC door frame of size 50 mm x 47 mm made out of 5 mm plain colour PVC sheet reinforced with MS square tube complete all as specified and directed. |
| 64 | S/F for Factory made solid panel PVC door shutter 30 mm thick (style) consisting of frame made out of MS tubes for top & bottom rails.MS frame shall be covered with heat moulded plain colourPVC ‘C’ channel having a PVC sheet strip of 20 mm 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 MS frame welded/sealed to the stiles & rails with suitable PVC sheet beading, and joined together with solvent cement, complete all as specified and directed. |
| 65 | S&F 2nd class HW plain solid straight chowkhats/frame wrought framed rebated on the solid, rounded or chamferred put together with glue pinned at joints complete all as specified and directed. |
| 66 | S&F for factory made 30mm thick shutters, solid core construction, with block board core and plywood face panels, commercial type on both sidese as per IS:1003 (Part-I), kiln seasoned and chemically pressure treatedmedium density, wood particle board with commercial face veneersfitted to chowkhat complete all as specified and as directed by Engineer-in-Charge. |
| 67 | S&F for factory made 35mm thick 2ndclass hard wood,glazed and skeleton shutters, open rebated and prepared to receive glass/gauge etc divided into squares, with plain , chamfered or rounded, mitred and rebated sash bars, any numbersedges of framing plain chamfered or rounded fitted with cut and mitred beads for securing glass etc size of members of door shutters as specifiedin SSR Part-I sec 8 clause 8.20 (a), fixed to chowkhat all as specified and as directed by Engineer-in-Charge. |
| 68 | S&F in repair continuous(piano) hinges brass bright finish or electrogalvanised wide of flaps(when open )30mmcomplete all as specified and directed. |
| 69 | S/F butt hinges, extruded aluminium alloy with galvanised mild steel hinge pin, anodised and fixed, type B-22 size 125mm complete all as specified and directed. |
| 70 | S&F for Aluminum, anodized, barrel tower bolts, ISI Marked, of extruded section 150 mm long, complete all as specified and directed. |
| 71 | S/F aluminium alloy, anodised, slidingdoor 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 and fixedd nuts, four on bolt plate and two on staple plate and fixed,250mm |
| 72 | S&F for Extruded aluminum alloy handle, ISI Marked, fabricated type,anodized 125mm size, complete all as specified and directed. |
| 73 | S & F 300mm dia ordinary rat tail rod pattern springs of mild steel including roller and roller plate for skeletton door shutters ( having wire mesh complete |
| 74 | S/F bands, straps, supports or stays for rainwater, ventilating pipes, including bolts, if required; hooks (stay), heavy, for large gates; hook and pintel hinges; largehasps and staples; chains; hand made sliding bolts; clamps; hold fasts; wall ties; hooks for hanging fans; plain angle cleats for securing purlins to wood trusses or rafters; knee piece inserts; two way and three way straps,plate washers and similar small articles conforming to Fe 290-0 Gde E -165 |
| 75 | M&L for factory made steel windows conforming to IS-1038 with side hung shutters includingbox type hinges with 02 nos MS 100mm size barrel tower bolt for each leaf and Z section handle and steel peg stay complete with glazing bars, dovetailed or welded including one shop coat of Red Oxide Zinc chromate primer complete all as specified and directed by Engineer-in-Charge. (Note :- Glass panes shall be measured and paid for separately). |
| 76 | M&L for factory made steel windows conforming to IS-1038 with side hung shutters includingbox type hinges with steel handle and steel peg stay complete without glazing bars, dovetailed or welded including one shop coat of Red Oxide Zinc chromate primer complete all as specified and directed by Engineer-in-Charge. (Note :- Wire gauge shall be measured and paid for separately). |
| 77 | S&F factory made steel window (box type) with side hung shutters including pintol hinges, with 02 nos tower bolts of 150 mm size on each shutter steel handle and stopper of Z sectionwith sash bars devetailed or weldedredy for Glass fixing.including one shop coat of red primer without guard bars/grills complete all as specified and shown on drawing No CEPZ/TD -325/07 dated 04.02.2007 and CEPZ-TD 324/07 dated 01/12/2007 |
| 78 | S&F Stainless steel wire cloth .0.36mm nominal dia of wire and average width of aperture1.40mm and fixed with stainless steel wire staples stapleto steel windows/fixed with wooden beads of 2nd class HW to wooden doors/windows complete all as specified and directed. |
| 79 | S&F in repairGalvanised mild steel wire cloth 0.56mm nominal dia wire and average width of aperture 1.18mm and fixed with tinned tacks of galvanised wire stapleto steel windows/fixed with wooden beads of 2nd class HW to wooden doors/windows complete all as specified and directed. |
| 80 | Painting to new wood and wood based surfaces of any description exc 10cm with or girth with two coats of synthetic enamel paint over a coat of pink primer including preparation of new or previously untreated surface, complete all as specified and asdirected. |
| 81 | M&L for preparation of old decorated wooden surfaces of any description, not otherwise described over 10 cm width or girth and applying one coat of synthetic enamel paint Complete all as specified and as directed. |
| 82 | M&L for prepration of old treated wood and wood based surfaces of any description and applying single coat of synthetic varnish,all as specified |
| 83 | S&F for in Repair rain water pipe 110mm dia with single socket joints fixed to wall with stack clamp fixed in repair (work commence hight upto 30 mtr) complete all as specified and directed by Engineer-in-Charge |
| 84 | S&F for in Repair PVC rain water pipe bend & shoes etc for 110mm dia pipe fixed in repair complete all as specified and directed. |
| 85 | Hacking out old broken glass (any thickness size quality or description) from wooden pane glazed with putty or fixed with wooden bends complete all as specified and directed. |
| 86 | S&F for 4.00mm thick Plain glass sheet ordinary quality and glazing with oil putty/ wooden beads with nails in square not exceeding 0.5 Square metre in each pane etc complete all as specified and directed. |
| 87 | S&F for 4.00mm thick sheet plain glass ordinary quality and glazing with oil putty/ wooden beads with nails in square exceeding 0.5 Square metre in each pane etc complete all as specified and directed. |
| 88 | S&F for 4.00mm thick figured glass ordinary quality and glazing with oil putty/ wooden beads with nails in square n-exceeding 0.5 Square metre in each pane etc complete all as specified and directed. |
| 89 | S&F for 5.50mm thick plain sheet plain glass ordinary quality and glazing with oil putty/ wooden beads with nails in square exceeding 0.5 Square metre in each pane etc complete all as specified and directed. |
| 90 | S&F for Solar control film 25 micron reflective type sticked to glass panes as per instructions of manufacturers, exceeding 1.5 sqm, complete all as specified and as directed. |
| 91 | S&F for aluminium die cast body door closed hydraulically regulated designation No. 2 universal type (ISI Make) suitable for door shutters of weight between 36 to 60 Kg fixed in repair complete all as specified and directed. |
| 92 | M&L for complete removal of existing roof treatment and picking, swiping clean and washing down with wire brushing and cleaning top surface of roof tarraving or cement concrete, including flashings and junction of parapets and usr to neat slurry complete removing debris and rubbish from site including rendering 10mm thick in cement mortar 1:3 mixed with water proofing compound (as per manufacturars instruction) and laying of APP based polymeric membrane minimum weighing 3.6 Kgs/sqm and minimum 3mm thick reinforcedwith polyster non wove fabric (wt not less than 150 gsm/sqm) laid on primed surface by forced application complete all as specified laid over a coat of bituminous primer @0.4 ltr/sqm and finished with applying bitumen grade 85/25 coat @1.2 Kg/sqm. APP membrane shall be laid by torching with end overlap of 150 mm and side lap 75 mm &75mm overlap in longitudnal direction in faciea/parapet and applying one coat of aluminium paintsas directed. |
| 93 | Disconnecting existing tanks capacity of tanks exc 250 Litre and n.exc 500 Litre setting aside (or lowering if required) for repair, cleaning etc and hoisting if required reconnecting and re-fixing in position including Cleaning & removing all dirt and scale from tank and also from mouth of pipecompletly as directed by Engineer-in charge. |
| 94 | Disconnecting existing tanks capacity of tanks exc 500 Litre and n.exc 1000 Litre setting aside (or lowering if required) for repair, cleaning etc and hoisting if required reconnecting and re-fixing in position including Cleaning & removing all dirt and scale from tank and also from mouth of pipecompletly as directed by Engineer-in charge. |
| 95 | S&F Rotational moulded polyethylene water storage tank, inner and out white, two layers, ISI marked (cylinderical vertical with closed top) hoisted with Threaded Cap and fixed in position all as specified in SSR Part-I of Capacity 500 litres each including all accessories (i.e GI nipples, etc), including provn of 20/15mm dia spout for connecting inlet, outlet, overflow and washout pipes, including taking down of old broken water tank complete all as specified and as directed by Engr-in-Charge. |
| 96 | S&F Rotational moulded polyethylene water storage tank, inner and out white, two layers, ISI marked (cylinderical vertical with closed top) hoisted with Threaded Cap and fixed in position all as specified in SSR Part-I of Capacity 1000 litres each including all accessories (i.e GI nipples, etc), including provn of 20/15mm dia spout for connecting inlet, outlet, overflow and washout pipes, including taking down of old broken water tank complete all as specified and as directed by Engr-in-Charge. |
| 97 | S&Fin repair 20mm bore, ball valves high pressure of PTMT with epoxy coated aluminium rod & high density plastic ball screwed for iron pipeand fixed (Minimum weight210 gram), complete all as specified and as directed by Engineer-in-Charge. |
| 98 | Taking up or down steel tubing for 15mm dia pipe and connections including cleaning for re-fixing or removal to store.all as spd and directed by Engg-in-Charge |
| 99 | M&L for 15mm dia bore galvanized steel water tubing, “medium grade,” together with all fittings; (ISI marked) such as elbows, bends tees, nipples, union sockets, sockets etc and short pieces and fixed complete to walls and ceilings or laid in floors complete all as specified. |
| 100 | Re fixing only 15mm dia bore galvanized steel water tubing, “medium grade,” together with all fittings; (ISI marked) such as elbows, bends tees, nipples, union sockets, sockets etc and short pieces and fixed complete to walls and ceilings or laid in floors complete all as specified. |
| 101 | Taking up or down steel tubing for 20mm dia pipe and connections including cleaning for re-fixing or removal to store.all as spd and directed by Engg-in-Charge |
| 102 | M&L for 20mm dia bore galvanized steel water tubing, “medium grade,” together with all fittings; (ISI marked) such as elbows, bends tees, nipples, union sockets, sockets etc and short pieces and fixed complete to walls and ceilings or laid in floors complete all as specified and directed. |
| 103 | Re fixing only 20mm dia bore galvanized steel water tubing, “medium grade,” together with all fittings; (ISI marked) such as elbows, bends tees, nipples, union sockets, sockets etc and short pieces and fixed complete to walls and ceilings or laid in floor complete all as specified and dirceted. |
| 104 | S&F in repairs 15mm dia bib tapISI Marked, cast copper alloy with crutch or butter fly handle screwed down screwed for Iron Pipe or brass ferrule and fixed complete all as specified and dirceted. |
| 105 | S&F in repairs 15mm dia bib tap fancy type ISI Marked, cast copper alloychromium plated with crutch or butter fly handle screwed down screwed for Iron Pipe or brass ferrule and fixed complete all as specified and directed. |
| 106 | S&F 15mm bore pillar tap cast copper alloychromium platedscrewed downhigh pressure, with or without lettered "hot or cold" with long screwed shanks and fly-nuts screwed for iron pipe, fixed in repairs, complete all as specified and directed by Engineer-in-Charge. |
| 107 | Brass Chromium plated over head shower rose with swivel joints, any size, including 190mm long arm fixed to pipe or union of 15mm bore, fixed in repairs, complete all as specified and as directed by Engr-in-Charge. |
| 108 | Vitreous china water closet, "Orissa" pattern, including lime concrete bedding, size 580 x 440 mm white with integral foot rests excluding flushing cistern and flush pipe but including connection to trap, anti syphonage pipe etc. complete fixed in repairs, complete all as specified and as directed by Engr-in-Charge. |
| 109 | S&F in repairs PVC syphon with knob for PVC flushing cistern of 10 Litre of capacity complete all as specified and directed. |
| 110 | Viterous china wash basin, white flat back size 550 x 400mm including waste coupling CP 32mm diaand CI brackets of iron 65 x 65 x 6mm embedded in PCC block with PCC 1:2:4 type B-1 and PVC waste pipe 32mm dia & CP grating with holes fixed in repairs complete, all as specified and as directed by Engr-in-Charge. |
| 111 | S& F PVC connections 15 mm size with PTMT nuts of length 600 mm, fixed in repairs, complete all as specified and diected by Engr-in-charge. |
| 112 | S&F in repairs CP grating 100mm dia as suitable to existing trap as per requirement all as spd and directed by Engg-in-Charge |
| 113 | Supply and fixing PVC low density waste pipe 32mm bore of standard length with cup and washers for urinal/WHB, fixed in repairs, complete all as specified and as directed by Engr-in-Charge. |
| 114 | S&F in repairs Angle valve cast copper alloy chromium Plated (CP)15mm dia screwed down high pressure with crutch or butter fly handles screwed both and iron pipe or forunions and fixed complete all as specified and dirceted. |
| 115 | S&F in repairs Gate Valve 20 mm, cast copper alloy, screwed down high pressure with crutch or butterfly handle etc complete all as specified and dirceted. |
| 116 | S&F in repairs looking mirror of size 600mmx450mm and 5.0mm thick mirror with aluminum beadingof selected quality glass mounted on 6 mm thick AC building board or commercial plywood and fixed to wood plugs withcomplete all as specified and directed. |
| 117 | Removing demolished material to a distance and depositingout site of AF stationWhere directed at a level not exceeding 1.5 KM above the starting point, complete all as specified and directed by Engineer-in-Charge. |
| 118 | SCHEDULE "A" PART-II (Schedule of credit) Credit amount of Rs (Refer schedule of credit) for retrieved material mentioned in Sch "A" Part-II of Tender documents in PDF form will be deducted offline during acceptance of tender of lowest bidder. |
| 119 | Note: (1) The repair has to carried out as and when required basis and accordingly site will be available in piecemeal wise and as directed by Enginer-in-Charge in the Air Force station area |
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