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Ge ( P ) Af/Gur-01/2021-22 Repair To False Ceiling , Joinery , Ac Sheet Roofing , Galvalume Sheet Roofing Etc In Otm Accn And Ge Office At Af Stn Gurgaon Under Ge ( P ) Af Gurgaon, GE (P) AF Gurgaon-Haryana

Military Engineer Services-MES has published Ge ( P ) Af/Gur-01/2021-22 Repair To False Ceiling , Joinery , Ac Sheet Roofing , Galvalume Sheet Roofing Etc In Otm Accn And Ge Office At Af Stn Gurgaon Under Ge ( P ) Af Gurgaon. Submission Date for this Tender is 18-05-2021. Shed Construction Tenders in GE (P) AF Gurgaon Haryana. Bidders can get complete Tender details and download the document.




Tender Notice

27715749
Corrigendum : Ge ( P ) Af/Gur-01/2021-22 Repair To False Ceiling , Joinery , Ac Sheet Roofing , Galvalume Sheet Roofing Etc In Otm Accn And Ge Office At Af Stn Gurgaon Under Ge ( P ) Af Gurgaon
Open Tender
Indian
Haryana
GE (P) AF Gurgaon
18-05-2021

Tender Details

Ge ( P ) Af/Gur-01/2021-22 Repair To False Ceiling , Joinery , Ac Sheet Roofing , Galvalume Sheet Roofing Etc In Otm Accn And Ge Office At Af Stn Gurgaon Under Ge ( P ) Af Gurgaon

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 11-May-2021 Bid Auto Extn Corrigendum Bid Auto Extn Corrigendum 18-05-2021

Key Value

Document Fees
INR 500 /-
EMD
INR 98000.0 /-
Tender Value
Refer document

BOQ Items

Name of Work: REPAIR TO FALSE CEILING, JOINERY, AC SHEET ROOFING, GALVALUME SHEET ROOFING ETC IN OTM ACCN AND GE OFFICE AT AF STN GURGAON UNDER GE (P) AF GURGAON
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Schedule of Works
2 1.01 Taking 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. BI01010001010000000000000515BI0100001114 40 Each
3 2 Taking down shutter of any discription n.exc. 1.0 sqm each complete all as specified and directed by Engr-in-Charge. BI01010001010000000000000515BI0100001115 20 Each
4 3 Taking down shutter of any discription exc 1Sqm and n exc 2 Sqm each complete all as specified and directed by Engr-in-Charge. BI01010001010000000000000515BI0100001116 30 Each
5 4 M&L for second class Hardwood 35 mm thickness, 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 complete as specified and as directed by Engr-in-Charge. BI01010001010000000000000515BI0100001118 30 Sqm
6 5 S&F 30mm thick factory made flush door shutters, solid core construction, with particle board core and plywood face panels, commercial type on both sides all as specified and directed by Engr-in-Charge. BI01010001010000000000000515BI0100001119 35 Sqm
7 6 M&L for 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 complete all as specified and as directed by Engr-in-Charge BI01010001010000000000000515BI0100001120 30 Sqm
8 7 S&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 complete all as shown in sketch in SSR Pt-II and directed by the Engineer in Charge. 25 Sqm
9 8 S&F factory made solid PVC door framing of size 50x47mm made out of 5mm plain colour PVC sheet reinforced with MS square tube incl fixing in opening as per specification and drawing as shown on page No 150 of SSR Part II complete all as specified and directed by the Engineer in Charge. . 75 Rm
10 9 S&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. 45 Sqm
11 10 M&L for preparation of new wooden surfaces of any description not otherwise described, over 10 cm width or girth and applying two coat of synthetic enamel paint over one coat of pink wood primer all as specified and directed by Engineer-in-Charge. 140 Sqm
12 11 S&F Steel windows with side hung shutters including projecting type hinges with steel handle, and steel peg stay, complete with glazing bars, dovetailed or welded complete all as specified and as directed by Engr-in-Charge 20 Sqm
13 12 All as per item No 11 hereinbefore, but without galzing bars . 20 Sqm
14 13 S&F 18mm thickness prelaminatd particle board, interior grade, prelaminated one side with decorative choice lamination & other side balancing white lamination, fixed with screws to timber frame work including laminated leeping on edges complete all specified and as directed by Engr-in-Charge. 90 Sqm
15 14 S&F 18mm thickness prelaminatd MDF board, interior grade, prelaminated one side with decorative choice lamination & other side balancing white lamination, fixed with screws to timber frame work including laminated leeping on edges complete all specified and as directed by Engr-in-Charge. 90 Sqm
16 15 S&F Continuous (piano) hinges, mild steel, bright finish or electrogalvanised complete all as specified and as directed by Engr-in-Charge. 120 RM
17 16 M&L for preparation of old wooden surfaces of any description not otherwise described, over 10 cm width or girth and applying one coat of synthetic enamel paint over one coat of pink wood primer all as specified and directed by Engineer-in-Charge. 100 Sqm
18 17 S&F stainless steel bright polished bow handle solid type 150mm grip length fency type complete all as specified and as directed by Engr -in -charge. 70 Each
19 18 S&F stainless steel bright polished barrel tower bolt with plate with 10mm dia of shoot and 200mm long complete all as specified and as directed by Engr-in-Charge. 100 Each
20 19 S&F 100mm long medium grade stainless steel but hinges bright polished fix with nut and bolt complete all as specified and as directed by Engr-in-Charge. 110 Each
21 20 S&F 250mm long, 16mm dia stainless steel bright polished door sliding bolt hasp and staple type with fixing of clips 3 Nos with fixing with nut & bolt all as specified and as directed by Engr in Charge. 18 Each
22 21 Taking 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. 2200 Sqm
23 22 M&L for rendering 15 mm thick of brick work or concrete surfaces in CM 1:4 using WPC (Water proofing compund paid separtately) finished even and fair surfaces without using extra cement, complete all as specified and as directed by Engr-in-Charge. 2600 Sqm
24 23 M&L for rendering 5 mm thick in cement motar 1:3 on ceiling on concrete surfaces, finished fair & even without using extra cement complete all as specified and as directed by Engr-in-Charge. 90 Sqm
25 24 M&L for Preparing Newly Plastered Surfaces of walls and applying two coat of exterior grade acrylic emulsion paint over one coat of JK/cement base putty with one coat of primer complete all as specified and directed by Engineer-in-Charge. 2600 Sqm
26 25 M&L for Preparing New Plastered Surfaces of WALLS and applying TWO COATS of DISTEMPER OIL EMULSION over a Coat of CHALK WHITING, complete all as specified and as directed. by Engineer-in-Charge. 150 Sqm
27 26 M&L for Preparation of new plaster surfaces of ceiling, and applying two coat of white wash on ceiling all as directed by Engr-in-Charge. 90 Sqm
28 27 M&L for Complete removal of existing treatment upto plastered surfaces including preparation of old decorated surfaces of walls and cornices and applying two coat of exterior grade acrylic emulsion paint over one coat of JK/cement base putty and primer complete all as specified and as directed by Engineer-in-Charge. 1200 Sqm
29 28 M&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 care putty 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 coloured by auto roller over a coat of primer complete all as specified & directed by Engineer-in-Charge. 1500 Sqm
30 29 Dismantling of brick work built in cement mortar including all qoins, arches, pillars, etc.complete all as specified and directed by Engr-in-Charge. 62 Cum
31 30 M&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. 50 Cum
32 31 All as per srl item No. 30 here in before but except bricks \nNote:- Serviceable bricks obatined from srl item No. 29 shall be re-used after cleaning etc complete all as specified and directed by Engr-in-Charge. 12 Cum
33 32 Demolition 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 land complete all as specified and directed by Engr-in-Charge. 25 Cum
34 33 M&L for 100mm thick Cement concrete type B1 1:2:4 40 mm graded stone aggregate laid in alternate panels with 8mm joints filled with sealing compound Gde-A as in path finished even smooth with broom finished without using extra cement complete all as specified and directed by Engr-in-Charge. 250 Sqm
35 34 M&L for 75 mm thick in PCC 1:3:6 type C-2 using 40mm graded aggregate as in Plinth protection including 6x10mm grove in every 3Mtr including bitumen mastic filling in joints complete all as specified and directed by Engr-in-Charge. 200 Sqm
36 35 Dismantling 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. 470 Sqm
37 36 S&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 section and angle on sides complete all as directed by Engr-in-Charge. 350 Sqm
38 37 S&F 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 complete all as specified and directed by Engr-in-Charge. 120 Sqm
39 38 Dismantling of asbestos cement (corrugated, semi-corrugated, etc.) sheets any thicknes in roof covering all as specified and directed by Engr-in-Charge. 280 Sqm
40 39 M&L for 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. 250 Sqm
41 40 S&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. 35 RM
42 41 S&F in repair 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. 155 Sqm
43 42 Dismantling of wall/ 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 complete all as specified and directed by Engr-in-Charge. 525 Sqm
44 43 M&L for vitrified tiles 9 to 10mm thick (squar / 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 jointed in white/coloured cement to match over and including 10 mm thick screed bed in cement mortar in 1:4, complete all as specified and as directed by Engr-in-charge. 310 Sqm
45 44 M&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 cement slurry over 10mm thick in cement mortar (1:3) and pointed in coloured cement to match for work on vertical surface such as skirting / dado etc all as specified and as directed by Engr-in-Charge. 360 Sqm
46 45 M&L for 18-20 mm thick machine cut and pre-polished Kota stone slab flooring over 15mm thick in CM 1:6 cement screed bed and jointed with gray cement slurry mix with pigment to match the shade of slab including final polishing complete all as directed by Engr-in-Charge. 210 Sqm
47 46 M&L for 16 to 18 mm thick granite (any type) in single piece (if required for length upto 2.5 mtr )machine cut laid over CM screed bed 15 mm thick in cm 1:6 and jointed in grey cement slurry and pointed with white cement with admixture of pigment to match the shade of granite stone including mirror polishing and bull nosing edging in any position any shape etc all as directed by Engr-in-Charge. 70 Sqm
48 47 Taking 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. 1405 Sqm
49 48 M&L for PCC (1:2:4) type B-0, using 12.5 mm graded mechanically crushed stone aggregates as in padding to roof to maintain the required slope (max up to avg 50mm thick) and finished the surface even and smooth without using extra cement, complete all as specified and directed. 15 Cum
50 49 M&L for 10mm thick cement plaster on brick work or over roof surface in CM (1:4) mixed with WPC as per manufacturer’s instructions @ 0.50% by weight of cement on concrete surfaces, finished even and smooth without using extra cement complete all as specified and directed. \nNote : WPC shall be measured and paid separately. 1405 Sqm
51 50 M&L for water proofing treatment of roof consisting as under:- \n(a) Applying evenly a coat of bituminous primer conforming to IS-3384:1986 @ 0.30 litre/sqm including preparation of roof surfaces \n(b) Applying evenly a tack coat of industrial bitumen 85/25 @ 1.2 kg/Sqm on plaster surface all as specified.\n(c) A layer of 3mm thick APP polymeric membrane of weight not less than 3.00 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. 1405 Sqm
52 51 Supply only water proofing liquid compoundcomplete all as specified and directed by Engr-in-Charge. :Make : DR. FIXIT PIDE PROOF LW, CICO, FOSROC. 70 Ltr
53 52 M&L for Appling one coat Bitumen water proofing aluminium heat resistance paint on the roof as per manufacture instructions complete all as specified and directed by Engr-in-Charge. Make : PLASCON/PLASCON or equalant 1405 Sqm
54 53 S&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. 160 Sqm
55 54 S&F in repairs, Precast Cement concrete perforated drain cover of size 1200mm x 600mm x 70mm thick srounded with steel strip 70x1.25mm and Reinforced as per manufacturer's design in Munufactured proccess laid over existing drain complete all as specified and as directed by Engr-in-Charge. 150 Each
56 55 S&F 4mm thick sheet glass pane plain selected quality headed n.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. 25 Sqm
57 56 Dismantling mild steel work of any description not otherwise provided complete all as specified and directed by Engr-in-Charge. 18 Qtl
58 57 S&F for MS angle iron as in posts, gate, door frame and struts in 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. 1250 Kg
59 58 S&F Steel work in tubular trusses, pillars and purlins including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I. S 1161-1979 grade St.-240 all as specified and directed by Engr-in-Charge. 1850 Kg
60 59 S&F in repair 0.5 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. 310 Sqm
61 60 Supply only Chain link MS galvanised fencing, any size or type with 2 to 4 mm dia galvanised steel wire any size or type all as specified and directed by Engr-in-Charge. 140 Kg
62 61 Fixing 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 and taking down existing chain link fencing complete all as specified and directed by Engr-in-Charge. 60 Sqm
63 62 S&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. 20 100 Rm
64 63 S&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 coil all as specified and directed by Engineer–in-Charge. 750 Kg
65 64 S&F 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 complete all as specified and directed by Engr-in-Charge. 65 Sqm
66 65 M&L for 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. 110 Sqm
67 66 Excavating 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. 15 Each
68 67 S&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. 50 Each
69 68 S&F in repair Aluminium floor door stopper double legged anodised with hard drawn steel springs fixed on doors 100mnm long complete all as specified and directed by Engr-in-Charge. 200 Each
70 69 S&F in replacement Sink with drainage board made of stain less steel 1 mm thick kitchen or laboratories with plugs, washer and wastes, including bedding in cement mortar on to dwarf wall or including fixing cantilever brackets and connecting union to pipe overall size 915x 460x bowl size 410x330x160mm as approved by Engineer-in-Charge. 15 Each
71 70 S&F Glass shelf 10mm thick tempered rounded moulded 450*200mm inclding fixing arrangement such as F bracket or SS clamps with fixing on walls all as per sample all as specified and directed byu Engr-in-Charge. 35 Each
72 71 S&F in repair, Mortice latch with two levers (vertical type), mild steel body and fixed (length of latch 100mm) complete all as specified and as directed by Engineer-in-Charge. 20 Each
73 72 S&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. 20 Each
74 73 S&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 as specified and directed by Engineer in charge. 10 Each
75 74 S&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 as specified and directed by Engineer in charge. 12 Each
76 75 S&F in repair bib taps 15mm bore long body cast copper alloy fancy type chormium plated butter fly handle screwed down including complete all as specified and as directed by Engineer-in-Charge. 20 Each
77 76 S&F in repair PTMT waste coupling 31/32mm bore of discharge (Half or full threaded) Min weight 45 gms, complete all as specified and as directed by Engineer-in-Charge. 50 Each
78 77 S&F repair in of PTMT waste pipe 31/32 mm bore 80 cm long complete all as specified and as directed by Engineer-in-Charge. 50 Each
79 78 S&F in repair 15mm bore , GI pipe medium grade with all fitting complete fiixed on wall, celling and floor complete all as specified and directed by Engr-in-Charge. 50 Rm
80 79 S&F in repair 15mm bore , CPVC confirming to IS 15778, SDR 11 pipe first Class with all fitting complete fiixed on wall, celling and floor complete all as specified and directed by Engr-in-Charge. 50 Rm
81 80 S&F in repair 20mm bore , GI pipe medium grade with all fitting complete fiixed on wall, celling and floor complete all as specified and directed by Engr-in-Charge. 50 Rm
82 81 S&F in repair 20mm bore , CPVC confirming to IS 15778, SDR 11 pipe first Class with all fitting complete fiixed on wall, celling and floor complete all as specified and directed by Engr-in-Charge. 50 Rm
83 82 M&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. 2 Cum
84 83 M&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. 1 Cum
85 84 S&F in repair 10ltr capacity PVC valveless syphonic action type flushing systern low level white with inlet ball valve ,float & handle including brackets complete all as specified and as directed by Engineer-in-Charge. 10 Each
86 85 S&F in replacement plate rack stainless steel made out of sheet not less than 1mm thick, size 30 inch 36 inches 10 inche with bracket all necessary fittings all as specified and directed by Engr-in-Charge. 15 Each
87 86 Note:- The amount of Rs 1,64,325/- against Schedule of Credit on Page No 136 shall be deducted from the total amount quoted against Sch 'A' while deriving the Contract Sum for Acceptance
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