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Tender For Ca No. Ge Af No.1/Gur-40/2023-24 Repair To Joinery, Ac Sheet Roofing, Galvalume Sheet Roofing Etc In Otm Accn, Ge Office At Af Stn Gurgaon Under Ge (Af) Gurgaon No 1., gurgaon-Haryana

Military Engineer Services-MES has published Tender For Ca No. Ge Af No.1/Gur-40/2023-24 Repair To Joinery, Ac Sheet Roofing, Galvalume Sheet Roofing Etc In Otm Accn, Ge Office At Af Stn Gurgaon Under Ge (Af) Gurgaon No 1.. Submission Date for this Tender is 26-06-2023. Shed Construction Tenders in gurgaon Haryana. Bidders can get complete Tender details and download the document.




Tender Notice

37921348
Corrigendum : Tender For Ca No. Ge Af No.1/Gur-40/2023-24 Repair To Joinery, Ac Sheet Roofing, Galvalume Sheet Roofing Etc In Otm Accn, Ge Office At Af Stn Gurgaon Under Ge (Af) Gurgaon No 1.
Open Tender
Indian
Haryana
gurgaon
26-06-2023

Tender Details

Tender For Ca No. Ge Af No.1 / Gur-40 / 2023-24 Repair To Joinery, Ac Sheet Roofing, Galvalume Sheet Roofing Etc In Otm Accn, Ge Office At Af Stn Gurgaon Under Ge ( Af ) Gurgaon No 1.

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 19-Jun-2023 Bid Auto Extn Corrigendum Bid Auto Extn Corrigendum 26-06-2023

Key Value

Document Fees
INR 500 /-
EMD
INR 90000.0 /-
Tender Value
INR 45 Lakhs /-

BOQ Items

Name of Work: REPAIR TO JOINERY, AC SHEET ROOFING, GALVALUME SHEET ROOFING ETC IN OTM ACCN & GE OFFICE AT AF STN GURGAON UNDER GE (AF) GURGAON NO 1.
Sl. No. Item Description
1Schedule of Works
2Taking down chowkhats or frames n exc 1.5 sqm each without taking of shutter from the frame all as specifed and directed by Engr-in-Charge.
3Taking down shutter of any descriptionn.exc 1 Sqmeachcomplete all as specified and directed by Engr-in-Charge.
4Taking down shutter of any discriptionexc 1Sqm and n exc 2 Sqm each complete all as specified and directed by Engr-in-Charge.
5M&L second class Hardwood 35 mm thick, glazed and skeleton shutters, open rebated and prepared to receive glass, gauze, etc. (without sash bars), edge of framing plain, chamfered or rounded, fitted with cut and mitred beds for securing glass, etc.; sizes of members of shutters as specified by Engr-in-Charge.
6S&Ffactory made 30mm thicksolidcore Flush door shutter with block board with BWP plywood on both side all as specified directed by Engr in Charge.
7M&L second class hardwood 35mm thickness plain, framed, panelled shutters (any number of panels), with panels of timber flat on both sides (feather edged), or of veneered particle board medium density, wood particle board with commercial face veneers; supplied and fitted to chowkats all as specified and directed by Engr-in-Charge
8S&F 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 heaving a PVC sheet strip of 20mm width suck inside with solvent cement for stiles and wood grain printed PVC Sheet used 5mm thick x 15mm wide PVC sheet beading used inside stiles and rails and decorative PVC beaading of 10mm x 10mm used instead of exposed portion of PVC sheet beading for top rail, lock rail & bottom rail on either side & as gap insert for top rail & bottom rail; supplying & fixing in the frame at site as per specification & drawing.
9Solid PVC Door frame of size 50mm x 47mm made out of 5mm plain colour PVC sheet reinforced with M.S Square tube, supplying & fixing in opening as per specification & drawing
10S&F stainless steel wire cloth with 8% nickle 0.36mm nominal dia of wire and average width of aperture 1.40mm and fixed with stainless steel wire staple complete all as specified and directed by Engr-in-Charge.
11M&L for preparation of new woodensurfacesof anydescriptionnot otherwise described, over10 cm widthor girth and applying two coat of synthetic enamel paint over one coat of pink wood primer all asspecifiedand directed by Engineer-in-Charge.
12Steel windows with side hung shutters including projecting type hinges with steel handle, and steel peg stay, complete with glazing bars, dovetailed or welded all as specified and directed by Engr-in-Charge
13ditto- as per above ser no 11, but without galzing bars
14S&F in repair 18mm thickness prelaminated particle board, interior grade, prelaminated one side with decorative choice lamination & other side balancing white lamination, fixed with screws to timber frame work as directed by Engr-in-Charge.
15S&F in repair 18mm thickness prelaminated MDF board, interior grade, prelaminated one side with decorative choice lamination & other side balancing white lamination, fixed with screws to timber frame work as directed by Engr-in-Charge.
16S&F Continuous (piano) hinges, mild steel, bright finish or electrogalvanised having width of flaps 40mm completed all as specified and directed by Engr-in-Charge.
17Preparation of old woodensurfacesof anydescriptionnot otherwise described, over10 cm widthor girth and applying one coat of synthetic enamel paint all asspecifiedand directed by Engineer-in-Charge.
18S&F stainless steel bright polished bow handle solid type150mm grip length fency type complete all as specified and directed by Engr -in -charge.
19S&F stainless steel bright polished barrel tower bolt with plate with 10mm dia of shoot and 200mm long complete all as specified and directed by Engr-in-Charge.
20S&F 100mm long medium grade stain less steelbut hinges bright polished fixwith nut and bolt complete all as specified and directed by Engr-in-Charge.
21S&F 250mm long, 16mm dia stain less steel bright polished door sliding bolt hasp and staple type with fixing of clips 3 Nos with fixing with nut & bolt all as specified directed by Engr in Charge.
22Taking down cement plaster, any description on brick walls or on concrete surfaces including racking out Joints, hacking for Key, scrubbing down with Water, etc., and removing same from the Site(s), complete all as specified and directed by Engr-in-Charge.
23M&L for rendering 15 mm thick of brick work or concrete surfaces in CM 1:4 (Water proofing compund paid separtately) finished even and fair surfaces without using extra cement, complete all as specified and directed by Engr-in-Charge.
24M&L for rendering 5 mm thick in cement motar 1:3 on ceilingon concrete surfaces, finished fair & even without using extra cement complete all as specified and directed by Engr-in-Charge.
25M&L for Preparing newly plastered surfaces of walls and applyingtwo coat ofexterior grade acrylic emulsion paintover 1mm thick one coat ofcement base wall putty complete all asspecifiedand directed by Engineer-in-Charge.
26Preparing New Plastered Surfaces of WALLS and applying TWO COATS of DISTEMPER OIL EMULSION (OIL BOUND WASHABLE DISTEMPER) over a Coat of CHALK WHITING, complete all as specified and as directed. by Engineer-in-Charge.
27Preparation of new plaster surfaces of ceiling, and applying two coat of white wash on ceiling all as directed by Engr-in-Charge.
28Complete removal of existing treatment upto plastered surfaces includingpreparation of old decorated surfaces of walls and cornices and applying two coat ofexterior grade acrylic emulsion paintover 1mm thick one coat ofcement base wall puttyall asspecifiedand directed by Engineer-in-Charge.
29M&L for complete removal of existing treatment from old decorated plastered surfaces of walls complete all as specified,removal of nails etc & filling cracks/hole with putty, applying wall careputty upto 1mm thick as required (multipurpose mixer shall be used for uniform and proper mixing of putty) and applying two coats oil emulsion distemper white or colouredby auto rollercomplete all as specified & directed by Engineer-in-Charge.
30Dismantlingof brick work built in cement mortar including all qoins, arches, pillars, etc.complete all as specified and directed by Engr-in-Charge.
31M&L for Brick work with sub class B bricks straight or curved on plan exc 6 mtr mean radius built in CM 1:6 complete all as specified and directed by Engr-in-Charge.
32All as per srl item No. 30 here in before but except bricks Note:- Serviceable bricks obatined from srl item No. 29 shall be re-used in srl item No.31 after cleaning etc complete all as specified and directed by Engr-in-Charge.
33Demolition in cement concrete in any description and any position not other wise specified and provided as in ground floor and paving nexc. 15 cm thickness (below above ground floor) and removal of rubbish material outsite MoD landcomplete all as specified and directed by Engr-in-Charge.
34M&L 100mm thick plain cement concrete type B-2 1:2:4 using40 mm graded crushed stoneaggregate as in path with broom finished without using extra cement complete all as specified and directed by Engr-in-Charge.
35M&L 75 mm thick in PCC 1:3:6 type C-2 using 40mm graded aggregate as in Plinth protectionincluding 6x10mmgrove in every 3Mtr includingbitumen mastic filling complete all as specified and directed by Engr-in-Charge.
36Dismantling of Wall and ceiling boards (fibre, pulp, insulation, etc.) or insulation boards/slabs/blankets, any thickness, including cover fillets complete all as specified and directed by Engr-in-Charge.
37S&F 8 to 10mm thick densified reqular edged eco friendly light weight calcium silicate false ceiling tiles size 600x600mm including main "T" runner of size 24x38mm made from 0.33 mm sheet hot deep galvanized steel sectionmaking good existing frame without disterbing the other false ceiling with all as directed by Engr-in-Charge.
38S&F in repair 8 to 10mm thick densifed regular edged eco friendly light weight calcium silicate false ceiling tiles size 600x600mm without disterbing the other false ceiling and making good existing frame with all as specified and directed by Engr-in-Charge.
39Dismantling of asbestos cement (corrugated, semi-corrugated, etc.) sheets any thicknes in roof covering all as specified and directed by Engr-in-Charge.
40S & F Asbestos cement sheet corrugated or semi corrugated 6mm thick fixed with L or J type GI hook bolts complete all as specified and directed by Engr -in -charge
41S&F Asbestos cement 6mm thick in two pieces adjustable plain ridge fixed wirth l-type and J-type or cranked hook bolts complete all as specified and as directed by Engr-in-Charge.
42S&F 2 mm thick fibre glass reinforced translucent corrugated sheeting with two corrugations side lap fixed with L type or J-type or cranked hook botls and washer in roof, wall and similar work etc all as specified and directed by Engr-in-Charge.
43Dismantling ofwall/ floor tile including backing coat any description or any thickness led beded and pointed in any cement motar and removal to out of MD land.
44M&L for vitrified tiles7 to 8mm thick (square / rectangular) area of each tile exceeding 0.18 sqm but not exceeding 0.36 sqmin floors etcset and jointed in neat cement slurry andjointed in white/coloured cement to match over and including10 mm thick screed bedin cement mortarin1:4, complete all as specified and as directed by Engr-in-charge.
45M&L for glazed ceramic coloured designer concept tiles matching with existing tile 600x300x7mm or 450x300x7mm 300x300x7mm size as in walls set and jointed in neat cementslurry over 10mm thickin cement mortar (1:3) and pointed in coloured cement to match for work on vertical surface such as skirting / dado etcall as specified and as directed by Engr-in-Charge.
46M&L 20-25 mm thick machine cut Kota stone slab flooring over 15mm thick in CM 1:6cement screed bed and jointed with gray cement slurry mix with pigment to match the shade of slab including rubbing and polishing complete all as directed by Engr-in-Charge.
47M & L for Granite (of any type) work 16-20 mm thick(table rubbed and polished) in steps, jambs, pillars, window- cills, cooking platform, verticle surfaces and any positionin 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 screed bed 10mm thick in CM 1:4 incl chamfering and rounding of edges where requiredall as specified and directed by Engr-in-Charge.
48Taking down existing bitumen felt roof treatment including cement mortar bedding and cleaning the surface and removal outside the MOD land, complete all as specified and directed.
49M&L PCC (1:2:4) type B-1, using 20 mm graded mechanically crushed stone aggregates as in padding to roof to maintain the required slope and finished the surface even and smooth without using extra cement, complete all as specified and directed.
50Material and labour, 10mm thickcement plaster on brick work or over roofsurfacein CM (1:4) mixed with WPC as per manufacturer’s instructions , finished even and smooth without using extra cement complete all as specified and directed. Note : WPC shall be measured and paid separately.
51M&L water proofing treatment of roof consisting as under:- (a) Applying evenly a coat of bituminous primer conforming to IS-3384:1986 @ 0.30 litre/sqm including preparation of roof surfaces (b) Applying evenly a tack coat of industrial bitumen 85/25 @ 1.2 kg/Sqm on plaster surface all as specified. (c) A layer of 3mm thick APP polymeric membrane of weight not less than 3.60 kg/sqm, reinforced with polyester non-woven fabric (weight not less than 160gm/sqm), duly sealed at over laps & joints with end laps of the 10cm and side over laps of 7.5cm by flame (by torch application) all as per manufacturer’s instructions, complete all as specified and directed.
52Supply only water proofing liquid compoundcomplete all as specified and directed by Engr-in-Charge. :Make : DR. FIXIT PIDEPROOF LW,CICO, FOSROC.
53M&L Applingone coat Bitumenwater proofing aluminium heat resistance painton the roof as per manufacture instructions complete all as specified and directed by Engr-in-Charge.
54S&F PVC SHEET WALL PANELLING of thickness 5 mm consisting of panels of desired sixe stuck on inner frame work of 50mm wide strips of 5 mm thick Prelam PVC Sheet. The panel & strips shall be Manufactured by an ISO-9001-2008 certified Company. The strips should have in their center grove of 6 mm wide and 1 mm depth for sinking the head of the screw used to fix the strips to the wall vertially at an equal interval of 10" between two PVC strips. The PVC strips shall be fixed to the wall using 65 mm long MS Screws through the groove in the strips by using PVC fasterners. The distance between two screw shall bot be more than 200mm. A groove of 2mm may be left at the joint of two panels for aesthetic looks. The exact size of the panel and correspondingly of the grid may vary depending on the size of the wall. Optionally a strps of 5 mm thick PVC sheet of width 75 mm feathered at the edges shall be stuck at the places where two panels are joined, using solvent cement all as specified including dismantling of existing and directed by Engr-in-Charge.
55Supply and fix SFRC factory made drain cover/ man hole cover size 1200mmx600mm and70 mm thick, with steel flatcomplete all as directed.
56S&F 4mm thick sheet glass pane plain selected quality headedn.exc. 0.50 Sqm in each pane fixed with oil putty including glazing pin to steel frame complete all as specified and directed by Engr -in -charge.
57Dismantling mild steel work of any description not otherwise provided complete all as specified and directed by Engr-in-Charge.
58S&F for MS angle iron as in posts, gate, door frame and strutsin fencing including cutting tops to shape as directed, drilling holes, notching for wire etc flat iron fillets (for securing with mesh etc including all necessary drilling bolting or riveting etc and similar work confirming to Fe-290 (Gde-E-165 quality-B. Note:-Posts/struts of angle iron made to shape shall be welded to existing angle iron bracket of security wall, contractor shall make his own arrangement for welding for boundary wall by using gen sets or any alternative arrangement all as specified and directed by Engr-in-Charge.
59S&F Steel work in tubular trusses, pillars and purlins including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to IS 1161-1979 grade St.-240 all as specified and directed by Engr-in-Charge.
60S&F in repair0.5 mm thick pre coated thick galvalume aluminium zink coated GI based corrougated steel sheeting of any colour having tansile strength of 550 MPA as in roof covering/glading to wall fixed with self tapping screws, includng dismeteling of existing sheet complete all as specified and directed by Engr-in-Charge.
61S&F MS Chain link galvanised fencing, any size or type with 2 mm dia galvanised steel wire any size or type all as specified and directed by Engr-in-Charge.
62Fixing only chain link fencing including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc. including provision of binding wire all as specified and directed by Engr-in-Charge
63S&F in repair Galvanized 2 stand Steel Barbed wire 2 mm dia barbed with dia barbs at 75 mm spacing and straining and fixing to any type of stsnderd rails, straining bolts,including securing or tying at crossings with and provisuion of galvanised mild steel pins, etc incl taking down of existing barbed wire as directed (each line wire to be measured) complete all as specified and directed by Engr-in- Charge
64S&F in repair 450/600/950 mm dia concertina coil reinforced punched(chrome razor or blade wire with barbed top of 0.5mm thick galvanised sheet and core wire of dia 2.5mm of high tensile steel wire incuding galvanised MS staples/ Clips for tying at crossing complete including taking down of existing concertina coilall as specifiedand directed by Engineer–in-Charge
65S&F in repair 1mm mild steel, plain black sheet hearths; covering to door shutters; covering to door chowkats (frames); chullah hoods; waters tanks; water troughs; ducts; urinal troughs and funnels, etc. cut to size, edges beaded if directed, holes punched; including round headed screws, clout nails or rivets and fixed to wood or steel members, etc., with plain 40mm lap joints or welded/riveted seams including bending, turning up, mitred angles, stopped ends, outlets, etc. as required
66M&L Preparation of new steel surface exc 10 cm width/girth one coat red oxide primer and two coat synthetic enamel paint complete all as specified and directed by Engr-in-Charge.
67Excavation in post holes (or similar holes) each n exc 0.5 cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25cm, watering, and removing surplus soil to a distance n exc 50 m and making good surface in soft/ loose soil all as specified and directed by Engr-in-Charge.
68S&F Glass corner shelf 8mm thick half round 20cm as bullnosing with 2 No S/S clips for fixing on walls all as per sample complete all as specified and directed by Engr-in-Charge.
69S&Fin repair Aluminium floor door stopper double legged anodised with hard drawn steel springs fixed on doors 100mm longcomplete all as specified and directed by Engr-in-Charge.
70S&F in replacement Sink with drainage board made of stainless steel 1 mm thick kitchen or laboratorieswith plugs, washer and wastes, including bedding in cement mortar on to dwarf wall or includingfixingcantilever brackets and connecting union to pipe overall size 915x 460x bowl size 410x330x160mm as approved by Engineer-in-Charge.
71S&F Glass shelf 10mm thick tempered rounded moulded 450X200mm inclding fixing arrangement such as F bracket or SS clamps with fixing on walls all as per sample all as specified and directed by Engr-in-Charge.
72S&F in repair, Mortice latch with two levers (vertical type), mild steel body and fixed (length of latch 100mm) completeall as specified and as directed by Engineer-in-Charge.
73S&F in repair aluminium (extruded section) door closer hydraulically regulated, designation No 3, universal type, suitable for door shutters of 851 to 1000 mm in width and of weight between 61 to 80kg and fixed all as specified and directed by Engr-in-Charge.
74S&F in repair Rotational moulded Polyethylene (HDPE) Water Storage Tank 500 LITRE Capacity (Cylindrical Vertical with Closed Top), Black in Colour, Three Layered Construction, hoisted and fixed in Position all specified in MES Schedule Part-I, including tank nipple, union and Lowering of unserviceable Water Storage Tank with Float Valve of any description complete all asspecified and directed byEngineer in charge.
75S&F in repair Rotational moulded Polyethylene (HDPE) Water Storage Tank 1000 LITRE Capacity (Cylindrical Vertical with Closed Top), Black in Colour, Three Layered Construction, hoisted and fixed in Position all specified in MES Schedule Part-I, including tank nipple, union and Lowering of unserviceable Water Storage Tank with Float Valve of any description complete all asspecified and directed byEngineer in charge.
76S&F in repair bib taps 15mm bore long bodycast copper alloy fancy type chormium plated butter fly handle screwed down including completeall as specified and as directed by Engineer-in-Charge.
77S&Fin repair PTMT waste coupling 31/32mm bore of discharge (Half or full threaded) Min weight 45 gms, completeall as specified and as directed by Engineer-in-Charge.
78S&F repair in ofPTMT waste pipe 31/32 mm bore 80 cm long completeall as specified and as directed by Engineer-in-Charge.
79S&F in repair 15mm bore ,GI pipe mediumgrade with all fittingcomplete fiixed on wall, celling andfloor incl taking down old pipe line complete all as specified and directed by Engr-in-Charge.
80S&F in repair 15mm bore ,CPVC confirming to IS 15778, SDR 11 pipe first Class with all fittingcomplete fiixed on wall, celling andfloor incl taking down old pipe line complete all as specified and directed by Engr-in-Charge.
81S&F in repair 20mm bore ,GI pipe mediumgrade with all fittingcomplete fiixed on wall, celling andfloor incl taking down old pipe line complete all as specified and directed by Engr-in-Charge.
82S&F in repair 20mm bore , CPVC confirming to IS 15778, SDR 11 pipe first Class with all fittingcomplete fiixed on wall, celling andfloor incl taking down old pipe line complete all as specified and directed by Engr-in-Charge.
83M&L for PCC 1:2:4 type B1 using 20mm graded stone aggregate as in coping cill, rounded or chamffered on edges complete all as specified and directed by Engr in Charge.
84M&L for cement concrete type D-2 1:4:8 (40mm graded crushed stone aggregate as in foundation, filling and mass concrete complete all as specified and as directed by Engr-in-Charge.
85S&F in repair 10ltr capacity PVC valveless syphonic action type flushing systern low level white with inlet ball valve ,float & handle including brackets completeall as specified and as directed by Engineer-in-Charge.
86Demolition of reinforced cement concrete in any descriptionin any position (reinforcement cut as requiredto faciliate the demolition) and removed from MOD Land all as specified and directed by engineer-in-charge.
87M&L for Formwork to soffits of suspended slabs such as roof slabs ,floor slabs ,landings and similar work, not exceeding 200mm thick horizontal or sloping, complete all as specified and directed by Engineer-in-Charge.
88M&L steel deformed bars (TMT bars) 10mm dia, and overin reinforcement, cut to length, bent to shape required, incl. cranking, hooking ends, binding with and including mild steel (annealed) binding wire not less than 0.90mm dia or securing with clips complete all as specified.
89All as per Srl Item no. 87 above, but 6mm to 8mm dia bars. Spacer and striups complete all as specified and as directed by Engr-in-charge
90M&L for RCC(Nominal mix concrete) A-1, 1:1.5:3 (20mm graded aggregate) in slabs supported on walls,Beams, columns in floors , roofs ,landings ,balconies,canopies, deck slabs and in shelves and the like, complete all as specified and as directed.
91M&L for formwork to sides of pillars, posts, struts, piers, columns and stanchions etc complete all as specified and as directed by Engr-in-charge .
92Removing/ Re-fixing for stainless steel letter at any size on granite wall/piller complete all as specified and directed by Engineer-in-charge.
93S&F in replacement plate rack stainless steel made out of sheet not less than 1mm thick, size 30X 36X10 inch fixed on wall withwith bracket and all necessary fittings all as specified and directed by Engr-in-Charge.
94S&F powder coated aluminium frame/chowkhat for door shutter of section 101.0x44.4 mm of gauge 16 fixed in brick masonery or conrcrete work by necessary drilling and rawl plug aggangement etc incl polyester powder powder coated aluminium door shutter top rail and middle rail of section 85x44.4 of 16 gauge and bottomrail of section 150x44.4 mm 16 gauge (all section of such type having arrangement for fixing glass/prelaminated board on one or both sides as required) incl aluminium fittings such handle (2 Nos each shutter), tower bolt, locks (mortise type lock) glazing clips, rubber packing, anodised aluminium snap beading screw, hinges type B-21 150mm long (3 Nos each shutter) etc and one door stopper two legged with each leaf (shutter) including taking down existing completecomplete all as specified and directed by Engr-in-Charge (Make of aluminium section shall be hindalco/Jindal and equvalent). Note:- (Glass and prelaminated board to be measured separately under appropriate item of sch A)
95S&F powder coated aluminium frame/chowkhat for window/ ventilator of section 63.5x38.1 mm of16 guage fixed in brick masonery or conrcrete work by necessary drilling and rawl plug aggangement etc incl polyster powder coated of any colour anodised aluminium window & ventilator shutters side hung type without sash bars aluminium with section 44.4x44.4mm of 16 guage including necessary jointing cleats, glazing clips, rubbers packing powder coated anodised aluminium snap beading, screw, powder coated aluminium anodised fittings such as peg stays 150mm long (1Nos), Hinges type B-21 100mm long (2Nos) suitable handle 1 Nos,including taking down existing complete all as specified and directed by Engineer-in-Charge.
96M&L in repair fabrication of aluminium composite panel of 4mm thick with .5 mm aluminium core/skin as a tap and bottom layer, middle ;ayer 3mm thick of polythincore (LDPE) and finally with PVDF coating 28 to 32 micron and joints filed with silicon sealant and including aluminium frame of section 37.5mm x 25mm x 1.6mm fixed on the wall/ columns as a cladding and on ceiling of steel structure/ RCC celing withscrew complete incl dismantling of old decayed panels all as directed and as per manufacture"s instruction, coloured/texture pattern as diesided by Engr-in-Charge all as specified and as directed.
97S&F aluminium anodized grill DG 208 design as per approved pattern including aluminium beads etc complete all as specified and directed by Engr-in-Charge
98S&F 4 mm thick tinted glass of selected quality fixed to aluminium frame of any section as in item here-in-before incl snal fit aluminium clips of polyester powder coated along the glass with rubber gasket complete all as specified and directed by Engr-in-Charge.
99M&L washed stone grit plaster on exterior walls in two layers under layer 12mm cement plaster 1:4 (1cement 4coarse sand) furrowingthe under layer with scratching tool applying cement slurry @ 3kg/sqm top layer 15mm cement plaster 1:1/2:2 ( 1white cement 1/2 coarse sand : 2 stone chipping coloured 10mm nominal size) in panels with groove all around as per approved pattern including scrubbing & washing the top layer with brushes & water to expose the stone chipping and taking down old grit plaster complete all as specified pattern decided by Engr-in-Charge.(payment for providing grooves shall be made separately). Note:- Top layer of shade be of white cement using colouring pigment & stone chipping of desired colour as approved.
100Forming groove of uniform size 15mm wide and 15mm deep in the top layer of washed stone grit plaster as per approved pattern using wooden battens, nailed to the under layer including removal of wooden battens, repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge
101Note:- The amount of Rs 134220/- against Schedule of Credit on Page No 147 shall be deducted from the total amount quoted against Sch "A"while deriving the Contract Sum for Acceptance
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