Military Engineer Services-MES has published Repairs To Joinery, Plastering, Flooring, Wall Fencing, Fencing Gate And Certain Misc Repairs At Baramulla, Khanpura, Kitchama Under Ge 969 Ews. Repairs To Joinery, Plastering, Flooring, Wall Fencing, Fencing Gate And Certain Misc Repairs At Bar. Submission Date for this Tender is 18-10-2021. Civil Work Tenders in Baramulla Jammu And Kashmir. Bidders can get complete Tender details and download the document.
Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
1 | 11-Oct-2021 | Bid Auto Extn Corrigendum | Bid Auto Extn Corrigendum | 18-10-2021 |
Sl. No. | Item Description |
1 | Demolition of cement concrete (un-reinforced) in ground floor and paving n.exc 15cm thickness (below or ground level) complete all as specified and directed by engineer-in-charge. |
2 | Roughening surfaces of old concrete floor by picking, sweeping clean and washing down with water to remove dust etc complete all as specified and directed by engineer-in-charge. |
3 | Dismantling floor hearth or wall tiling including cement mortor bedding (but not backing ) removing serviceable tiles to store and rubbish off the premises complete all as specified and directed by engineer-in-charge. |
4 | Taking down cement plaster on brick or stone walls,etc. including raking joints,hacking for key, scrubbing down with water etc complete all as specified and directed by engineer-in-charge. |
5 | Dismantling stone slabs and tiles of any description laid dry in floors , pavings and aprons etc complete all as specified and directed by engineer-in-charge. |
6 | Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as specified and directed by engineer-in-charge. |
7 | Dismantling fencing, wire mesh any type complete all as specified and directed by engineer-in-charge. |
8 | Demolition of brickwork of stone/boulder masonry, built in cement mortar inlcuding all quoins, arches, pillars etc, but excluding ashlar facings, dressed stonework and precast concrete articles complete all as specified and directed by engineer-in-charge. |
9 | Excavation in trenches not exc 1.5 m wide and not exc 1.5 m depth and getting out in soft/loosesoilcomplete all as specified and directed by engineer-in-charge. |
10 | Excavating in post holes (or similar holes) each n exc 0.5 cu. m, getting out, returning, filling in & raming earth/ broken rubble mixed with earth around, in layers n. exc. 25cm, watering, & removing surplus soil to a distance not exc 50m & making good surface in soft/loose soilcomplete all as specified and directed by engineer-in-charge. |
11 | Returning filling including spreading watering and well ramming in layers n.exc 25cm thick in hard/dense soilcomplete all as specified and directed by engineer-in-charge. |
12 | Removing excavated soil to a distance n.exc 50m & depositing where directed at a level n.exc 1.5m above the starting pointcomplete all as specified and directed by engineer-in-charge. |
13 | M&L cement concrete in foundations filling and mass concrete/bed blockstype B-2, 1:2:4 (20 mm graded aggregate)complete all as specified and directed by engineer-in-charge. |
14 | M&L cement concret type C-2, 1:3:6 (40mm graded agg) as in surface channel and drainscomplete all as specified and directed by engineer-in-charge. |
15 | M&L PCC incills, steps, seismic & other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, water troughs and the like including weathering, slightly rounded for chamfered angles and throating, as directed type B1 (1:2:4) using 20 mm graded aggregatecomplete all as specified and directed by engineer-in-charge. |
16 | M&L PCC 1:4:8 type D-2 using 40mm graded stone aggregrate in sub basecomplete all as specified and directed by engineer-in-charge. |
17 | M&L for 75 mm thick Cement concrete 1:4:8 type D-2,(using 40 mm graded crushed stone aggregate) as in sub basecomplete all as specified and directed by engineer-in-charge. |
18 | M&L 75mm thick cement concrete type C-2, 1:3:6(40mm graded aggrega te) as in plinth protection finishing cement concrete even and fair without using extra cement making 10mm wide joints at each corner and at 3.00 mtr interveal filling the same with mestic filling i.e one part of bitumen 85/25 and 3 part of sandcomplete all as specified and directed by engineer-in-charge. |
19 | M&L 40mm thick cement concrete type B-1, 1:2:4( 20mm graded aggrega te)finishing cement concrete surface even and smooth using extra cementcomplete all as specified and directed by engineer-in-charge. |
20 | M&L coloured non skid ceramic tiles 7 to 8mm thick (square/ rectangular) area of each tiles exc 0.06 sqm but n.exc0.11sqm 8mm thick,as in floors etc.set and jointed in neat cement slurry and pointed in white or coloured cement to match incl screed bed or bedding layer of mortar 15mm thick to CM1:6 as under floor tilescomplete all as specified and directed by engineer-in-charge. |
21 | All as per srl item No. 20 above but jointless tiles area of each tiles exc 0.18sqm but n.exc 0.38sqm as in floors incl screed bed or bedding layer of mortar 15mm thick to CM1:6 as under floor tilescomplete all as specified and directed by engineer-in-charge. |
22 | All as per srl item No. 20 above but as in skirting incl rendering 10mm thick on fair faces of brick work or concrete surfaces in CM 1:4 finished fair and even under vertical tilescomplete all as specified and directed by engineer-in-charge. |
23 | M&L for Vitrified Ceramic coloured (any colour) light shade tiles 9-10 mm thick (square/rectengular) polished, area of each tile exc 0.18 sqm and n. exc 0.36 sqmas in floors, set and jointed in neat cement slurry and pointed in colouredcement to match the surface incl screed bed or bedding layer of mortar 15mm thick to CM1:6 as under floor tiles., complete all as specified and directed. |
24 | All as per srl item No. 23 above but as in skirting incl rendering 10mm thick on fair faces of brick work or concrete surfaces in CM 1:4 finished fair and even under vertical tilescomplete all as specified and directed by engineer-in-charge. |
25 | M&L coloured glazed ceramic tiles in vertical surface 450x350 X 7 mm thick set and jointed in neat cement slurry and pointed in white or coloured cement to match incl rendering 10mm thick on fair faces of brick work or concrete surfaces in CM 1:4 finished fair and even under vertical tilescomplete all as specified and directed by engineer-in-charge. |
26 | M&L Granite (of any type) 18 to 20 mm thick (table rubbed and polished) in steps, jambs, pillars, window- cills, 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 incl grinding/roundingedges of graniteincl screed bed or bedding layer of mortar 15mm thick to CM1:6 as under granite slab, complete all as specified and directed. |
27 | S&F glass dividing strips 3mm thick 38mm widecomplete all as specified and directed by engineer-in-charge. |
28 | M&L machine pressed precast concrete interlocking paver block with grey cement and pigment any shape and size conforming to IS 1568-2006 of 60mm thicknessM-35 grade over 25mm thick sand cushioningcomplete all as specified and directed by engineer-in-charge. |
29 | M&L chequered cement concrete tiles 30cmx 30cm x20 mmthick with grey cement and pigments set and jointed and pointed in neat cement slurry over 20mm thick screed bed in CM 1:6 onfloorcomplete all as specified and directed by engineer-in-charge. |
30 | M&L for Brickwork with subclass `B" bricks, straight or curved on plan exc 6m mean radius, built in CM (1:6).Complete all as specified and directed by engineer-in-charge. |
31 | M&L rendering 15mm thick on fair faces of brick work or concrete surfaces thick in CM 1:6surfaces finished fair and even. |
32 | M&L rendering 10mm thick plaster on concrete surfaces in CM 1:4 as in ceilingcomplete all as specified and directed by engineer-in-charge. |
33 | M&L preparation of new plaster surfaces of walls and applying two coats of cement base paints to wallscomplete all as specified and directed by engineer-in-charge. |
34 | -ditto- all as per srl No .34 above but three coat of white wash on ceilingcomplete all as specified and directed by engineer-in-charge. |
35 | M&L Random rubble walling (except stone) uncoursed, well bonded, bedded and solidly hearted built in CM (1:6) complete all as specified and directed by engineer-in-charge. |
36 | Extra over stone walling for hammer dressing to face stones & dressing of face beds and joints, with max.depression on face from straight edge held against the dressed surface n exc.20mm in granite or trap sotne, of random rubble walling, uncoursed or brought upto courses complete all as specified and directed by engineer-in-charge. |
37 | Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/stopped end etc.complete all as specified and directed by engineer-in-charge. |
38 | S&F 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 & similar work conforming to Fe 290-0 Gde E-165complete all as specified and directed by engineer-in-charge. |
39 | M & L for mild steel Framed work as in doors or gates of angle or other section with gusset plates, rails, braces, etc.,also fastening and fixing complete, conforming to Fe 410-0 or Fe 310-0complete all as specified and directed by engineer-in-charge. |
40 | S&F mild steel workfor post and stuts in fencing including cutting tops to shape as directed drilling holes notching for wire etc , flat iron filters (for securing wire mesh with nut and bolts ,bottom and top of fencing including all necessary drilling , bolting or rivetting etc and similar work conforming to FE 290 Gde E-165complete all as specified and directed by engineer-in-charge. |
41 | S & FGalvanised two strand steel barbed wire 2.24 mm dia barbed with 2 mm dia barbs at 75 mm spacing and strainingand fixingincludingsecuring of tying at crossings with provn of galvanized mild steel wire, staples or steel pins including dismantling old barbed wirecomplete all as specified and directed by engineer-in-charge. |
42 | Dismantling of plain or corrugated steel sheeting , any gauge and thickness in roof covering including Nainital or similar pattern roof coveringand S&F 0.63 mm thick, coloured galvanized, corrugated mild steel sheeting with two corrugation side lap, fixed with coach screws and washers, in roofs,walls etc with grade of zinc coating 275 grams per square metre complete all as specified |
43 | Dismantling of plain or corrugated steel sheeting , any gauge and thickness in roof covering including Nainital or similar pattern roof covering and S&F 0.63Plain, black, mild steel sheeting, in ridges, hips, valley gutters,drip and straightflashings (length and girth as fixed)complete all as specified and directed by engineer-in-charge. |
44 | Dismantlingtimber scantling 40 sq cm and over in section in any position as in unframed work,2nd class soft wood (kail) as in scantling clean sawn, fixed in repairs to replace old and decayed timber (including piecing, scarifying of old and new timbers if required)complete all as specified and directed by engineer-in-charge. |
45 | Disamantling unframed work in fillets, rails, posts, rafters, purlins, etc under 40 sqcm in section and M&L Plain fillets, square rectangular or triangular in section wrought, secured with nails or brad, 2nd class soft wood (kail)sectionalarea exc 13 sqcmbut not exc 25 sqcm as in cover fillets complete , complete all as specified and directed by engineer-in-charge. |
46 | S&F in repair Plain fillets, square rectangular or triangular in section wrought, secured with nails or brad, 2nd class soft wood (kail)sectionalarea exc 3 sqcmbut not exc 6 sqcm as in cover fillets complete , all as specified and directed. |
47 | Dismantling wall boards (fibre, pulp, insulation etc) or insulation boards/slabs/blankets, any thickness, including cover fillets and S & F for 4mm thick veneered decorative plywood,grade 1 (with BWR resin) with decorative face veneers on one face fixed with nails to timber frame work in wallcomplete all as specified and directed by engineer-in-charge. |
48 | Dismantling ceiling boards (fibre, pulp, insulation etc) or insulation boards/slabs/blankets, any thickness, including cover fillets andS & F for 4mm thick veneered decorative plywood,grade 1 (with BWR resin) with decorative face veneers on one face fixed with nails to timber frame work in ceilingcomplete all as specified and directed by engineer-in-charge. |
49 | Dismantling wall boards (fibre, pulp, insulation etc) or insulation boards/slabs/blankets, any thickness, including cover fillets and and S&F wooden wall panelling with tongued & grooved joint laminated over high quality DHF, 8 mm to 10mm thick fixed to timber frame work and applyting two coat of sutiable wdn polish complete allas specified. |
50 | Dismantling boarding ofany description, fixed in any position with nails including cover fillets,and S&F 2nd class soft wood (kail) as in weather boarding, clean sawn, plain 20 to 25mm thick or feather edged 15mm to 20mm thick to give 20mm laps and fixed with 30mm laps,complete all as specified and directed by engineer-in-charge. |
51 | Dismantling boarding ofany description, fixed in any position with nails including cover fillets,and S&F 20mm thick eaves board of 2nd class soft wood (Kail), planed one side with butt joints, fixed with nails,complete all as specified and directed by engineer-in-charge. |
52 | Dismantling boarding ofany description, fixed in any position with nails including cover fillets,and S&F for preparing for repair for 8mm thick prelaminated wooden flooring including and laid over existing concrete surgace by themanufacturer as approved by the GE in writing in a manner and providing the items as specified below (a) 125 micron polythene sheet ( as vapour barries) laid over existing concrete surface including taking all necessary stpes to make the levelness and smoothness of ewxisting concrete suftrface and achieve moisture free condition.(B) 8mm thick prelaminated wooden flooring complete all as specified and directed by engineer-in-charge. |
53 | Taking down shutters of any descriptin exc 1 Sqm and n.exc 2 Sqm eachcomplete all as specified and directed by engineer-in-charge. |
54 | . - ditto - all as per item No. 53 above but n.exc 1.0 Sqm eachcomplete all as specified and directed by engineer-in-charge. |
55 | Taking down frame with shutter of built in cup boardcomplete all as specified and directed by engineer-in-charge. |
56 | Taking down chowkat or frames not exc 1.5 sqm each butwith shutters(without taking off shutters from the frame) and matching the surface of dismantled area with existing surfacecomplete all as specified and directed by engineer-in-charge. |
57 | Taking down chowkhats or frames exc 1.5Sqm but n.exc 4.00sqm each with shutters (without taking off shutters from the frame)complete all as specified and directed by engineer-in-charge. |
58 | Taking down shutter exc 1.00sqm and n.exc 2.00sqm each & refixing in the same opening after resecuring or easing and adjusting shutters of any description complete all as specified and directed by engineer-in-charge. |
59 | M&L solid PVC door frame of size 50mm x 47mm made out of 5 mm plain colour PVC sheet reinforced with MS square tubecomplete all as specified and directed by engineer-in-charge. |
60 | S&F factory made solid panel PVC door shutter30mm thick (style) consisting of frame made out of MS tubes for top and bottom rails MS frame shall be covered with heat moulded plain colour PVC channel having a PVC sheet strip of 20 mm width stuck insidewith solvent cement for stiles and plain colour PVC sheets for top rail , lock rail and bottom rail on either side and as gap insert for top rail and bottom railpanelling of plain colourPVC sheet to be fitting in MS frame welded/sealed to the stiles and rails with suitable PVC sheet beading and jointed together with solvant cement supplying and fixing in the frame at sitecomplete all as specified and directed by engineer-in-charge. |
61 | S& F 2nd class soft wood plain, solid, straight chowkats and frames, wrought, framed rebated on the solid, rounded or chamfered, puttogether with glue pinned at joints including additional rebate for second shuttercomplete all as specified and directed by engineer-in-charge. |
62 | S & F 30mm thick 2nd class hard wood (Kail) glazed and skeleton shutter open rebated and prepared to receive glass, gauge etc divided in to squares with plain chamfered or rounded mitred and rebated sash bars any numbers edges of framing plain chamfered or rounded fitted with cut and mitred beads for securing glass etc sizes of members of shutters as specified ain SSR Part I section 8 clause 8.24 (b)complete all as specified and directed by engineer-in-charge. |
63 | S&F 35mm thick, 2nd class hard wood factory made rail and style plain framed paneled shutter (three panels) with 12mm thick BWP ply commercial on both faces .The size of rails and styles as per IS 1003 (Part-I) kiln seasoned and chemically pressure treatedcomplete all as specified and directed by engineer-in-charge. |
64 | S&F 35 mm thick glazed/gauged and skeleton shutter 8 panels open rebated and prepaired to receive glass gauge etc without sash bars edges of framed/plain, champered or rounded, fitted with cut and mitered beads for securing glasses etc. size of members of the sutters as specified in SSR Pt-I Section -8 clause 8.24 (a) Supplied and fitted to chokhat,complete all as specified and directed by engineer-in-charge. |
65 | S&F flush shutter 30mm thick soild core construction with block board core and ply wood face panels, commerials type on both sidecomplete all as specified and directed by engineer-in-charge. |
66 | Taking down aluminium shutters/windows each panel andre-fixing the same opening after necessary repair, re-positioning the hinges, locks, etc complete all as specified and directed by engineer-in-charge. |
67 | S&F anodised aluminium powder coatedframe work forpartition, door/windows,aluminium sectioninlcuidng necessary jointing cleats, glazing clips,ruber neoprene packing, , anodised alumium snap beading screws etc. complete all as specified and directed by engineer-in-charge. |
68 | S&Faluminium powder coateddoor shutter aluminimum section weighing 0.55 Kg/m includingjointing cleats, glazing clips,ruber neoprene packing, , anodised alumium snap beading, screws etc. complete all as specified and directed by engineer-in-charge. |
69 | S&Faluminium powder coated window and ventilator shutter , fixed type without sash bar, aluminimum section weighing 0.55 Kg/m includingjointing cleats, glazing clips,ruber neoprene packing, , anodised alumium snap beading,screws etc.complete all as specified and directed by engineer-in-charge. |
70 | S&F 100mm size butt hinges extruded aluminium alloy with galvanised mild steel hige pin, anodised and fixed type C-21complete all as specified and directed by engineer-in-charge. |
71 | S&F 75mm size butt hinges extruded aluminium alloy with galvanised mild steel hige pin, anodised and fixed type C-21complete all as specified and directed by engineer-in-charge. |
72 | S&F 100mm size butt hinges medium weight cold rolled mild steel fixedcomplete all as specified and directed by engineer-in-charge. |
73 | S&F 75mm size butt hinges medium weight cold rolled mild steel fixedcomplete all as specified and directed by engineer-in-charge. |
74 | S&Faluminium anodised barrel tower bolt 150 mm longcomplete all as specified and directed by engineer-in-charge. |
75 | S&Faluminium anodised barrel tower bolt 125 mm longcomplete all as specified and directed by engineer-in-charge. |
76 | S&F 125 mm size aluminum handle cast typecomplete all as specified and directed by engineer-in-charge. |
77 | S&F 150 mm size aluminum handle cast typecomplete all as specified and directed by engineer-in-charge. |
78 | S&F 300 mm long aluminium alloy anodisedsliding door bolt with hasp, staple (bolt type) and fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of extuded sections or MScomplete all as specified and directed by engineer-in-charge. |
79 | S & F in repairs aluminium powder coated 20 mm dia curtain rods with PVCbrackets including making good disturbed surfaces complete all as specified and directed.complete all as specified and directed by engineer-in-charge. |
80 | S & F in repairs door closer, aluminium body, hydraulically regulated, designation No. 3, universal type, suitable for door shutters of 851 to 1000 mm in width and of weight between 61 to 80 kg complete all as specified and directed. |
81 | S&F floor door stopperdouble leg of aluminium alloy body of 70mm length with aluminium base plate of size 50 mm x 40 mm complete all as specified and directed by engineer-in-charge. |
82 | S&F mild steel 300m ordinary rat tail rod pattern springs(Helical door spring) including roller and roller platecomplete all as specified and directed by engineer-in-charge. |
83 | S & F Continuous (piano) hinges flap width 30mm mild steel, bright finish or electro galvanisedcomplete all as specified and directed by engineer-in-charge. |
84 | S&F Hasp and staple,100Msafety type brass with mild steel hinge pin including bolt to hinge plate and fixed with screwscomplete all as specified and directed by engineer-in-charge. |
85 | Preparation of new wood/wooden base surfaces of any discription not otherwise descrivedover 10 cm width or girth and applying two coat of syenthitic enamel paint over a coat of pink primer complete all as specified and directed by engineer-in-charge. |
86 | .- ditto - all as per item No 71 but two coat of synthetic enamel paint on steel surfaces over a coat of red oxide primercomplete all as specified and directed by engineer-in-charge. |
87 | S&F in repair galvanised mild steel wire cloth, 0.45 mm nominal dia of wire and average width of aperture 1.40 mm and fixed with tinned tacks, or galvanised wire staplescomplete all as specified and directed by engineer-in-charge. |
88 | S&F galvanised mild steel wire cloth, 0.45 mm nominal dia of wire and average width of aperture 1.40 mm and fixed with tinned tacks, or galvanised wire staples. |
89 | S&F12 mm thick particle board medium denacity flat pressed single layer type or three layer type with BWR type adhesive fixed with screws to timber frame work as inpelmet boxes, cub board panels etc.complete all as specified and directed by engineer-in-charge. |
90 | Hacking out old broken glass any thickness size quality or discription from metal frame incluidng punching or drilling out old framecomplete all as specified and directed by engineer-in-charge. |
91 | M&L sheet glass 4mm thick ordinary quality and glazing with oil putty n.exc 0.5 Sqm in each panecomplete all as specified and directed by engineer-in-charge. |
92 | M&L sheet glass 5mm thick ordinary quality and glazing with oil putty exc 0.5 Sqm in each panecomplete all as specified and directed by engineer-in-charge. |
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