Military Engineer Services Tender
View complete overview of Chandigarh MES Tender
Military Engineer Services - MES Tender
Eprocure
Opening Date17 Sep 2024
Closing Date14 Oct 2024
Tender Amount₹ 30,00,000
Costs
EMD
₹ 60,000Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MES_674912_1Bid Award Id
ViewTender No
GE(AF)/CHD/T-36/2024-25Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
GEM & Bid Advisory Services
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BOQ Items
First quality glazed ( digital glossy finish) ceramic coloured tiles of 350x450x8 mm thick fixed joint free laid on vertical surfaces such as skirting, dados and risers to steps etc laid over and including 10mm thick cement plaster in CM (1:4) set and jointed in neat cement paste of honey like consistancy and pointed in white or coloured cement to match the shade of tiles in and including dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing) and removal of rubbish outside MoD land ,complete all as specified and as directed by Engineer -in-Charge.
Notes :- (i) Design, pattern and colour of tiles will be as approved by GE. (ii) Tile work to be executed in any position or in any patches or as per site requirement.
74
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-
First quality, Non skid ceramic coloured tiles, 7 to 8 mm thick joint free (square/ rectangular) area of each tile exceeding 0.11 Sq.m but not exceeding 0.18 Sq.m, laid in floors with neat cement slurry @ 3.00 kg/Square Metre over and including 15 mm thick screed bed of cement mortar (1:4) including pointing in white or coloured cement to match the shade of tiles in and including dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing) and removal of rubbish outside MoD land ,complete all as specified and as directed by Engineer -in-Charge.
Notes :- (i) Design, pattern and colour of tiles will be as approved by GE. (ii) Tile work to be executed in any position or in any patches or as per site requirement.
63
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-
Rendering 15 mm thick on brick work or concrete surfaces in cement mortar 1:4 finished the surfaces fair and even without using extra cement , complete all as specified and directed by Engineer-in-Charge.
100
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-
Rendering 15 mm thick on brick work or concrete surfaces in cement mortar 1:4 finished the surfaces fair and even without using extra cement in and including taking down cement plaster on brick walls & concrete surfaces & the like including raking out joints, hacking for key, scrubbing down with water etc., any description, and removing of rubbish outside MoD land , complete all as specified and directed by Engineer-in-Charge.
400
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-
Rendering 15 mm thick on brick work or concrete surfaces in cement mortar 1:6 finished even and smooth without using extra cement , complete all as specified and directed by Engineer-in-Charge.
200
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-
Rendering 15 mm thick on brick work or concrete surfaces in cement mortar 1:6 finished even and smooth without using extra cement in and including taking down cement plaster on brick walls & concrete surfaces & the like including raking out joints, hacking for key, scrubbing down with water etc., any description, and removal of rubbish outside MoD land , complete all as specified and directed by Engineer-in-Charge.
100
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-
Rendering 10 mm thick in cement mortar (1:3), as on concrete surfaces (such as top & bottom of chajjas, beams, balcony ceiling ,roof slab ceiling etc.) finished the surfcae even and smooth without using extra cement in and including taking down cement plaster on brick walls & concrete surfaces & the like including raking out joints, hacking for key, scrubbing down with water etc., any description, and removing of rubbish outside MoD land , complete all as specified and directed by Engineer-in-Charge. Notes for item No. 05 to 09: (i).Quoted rate shall be deemed to include for necessary scaffolding for building upto triple storey hight.
(ii) No extra payment made to contractor for work in small patches as required at site/as directed.
(iii) All safety measures for the safety of workers shall be ensured by contractor before execution of work. Insurance of workers shall be got done by contractor before execution of the work and the cost for the same shall be deemed to be included in rate quoted by contractor.
20
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-
Preparation of new plastered or unplastered surfaces of ceiling and applying three coats of white washing , complete all as specified and directed by Engineer-in-Charge.
20
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-
Preperation of newly plastered surfaces of walls and applying two coats of cement base paint ,complete all as specified and directed by Engineer-in-Charge.
500
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-
Preparation of new plastered or unplastered surfaces of walls and applying two coats of oil bound distemper over 1mm thick wall care putty to smoothening the surface by using sand paper , complete all as specified and directed by Engineer-in-Charge.
Notes for item No. 10 to 12: (i).Quoted rate shall be deemed to include for necessary scaffolding for building upto triple storey hight.
(ii) No extra payment made to contractor for work in small patches as required at site/as directed.
(iii) All safety measures for the safety of workers shall be ensured by contractor before execution of work. Insurance of workers shall be got done by contractor before execution of the work and the cost for the same shall be deemed to be included in rate quoted by contractor.
300
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-
Use & waste of form work to side and soffits of floor or roof beams, beam haunch ings, girders, bressummers,lintels beam,lintel bands, cantilevers, shelves, tank latform,chajja, balconies,facia including sup- ports, overhangs,etc. also splays between floors and beams, etc, rough finished flat surfaces, complete all as specified and directed by the Engineer in Charge.
5
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-
Mild steel TMT bars 10 mm dia and over as in reinforcement cut to length , bent to shape required, including cranking, bending spirally for hooping ends for columns, hooking ends and binding with and including mild steel wire annealed not less than 0.90 mm dia, complete all as specified and directed by the Engineer in Charge.
50
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-
Reinforced Cement concrete (1:1.5:3) type B-1 using 20mm graded crusehd stone aggregate as in beams, lintel band, chajjas, shelves, cantilevers, bressurnmers, lintels over 1.5m clear span in and including demolition of cement concrete (reinforced) of any description and in any position and removal of debris outside MoD land & stacking of scrap iron for credit complete all as specified and directed by Engineer-in-Charge. Note: Steel reinforcement shall be measured and paid for separetely.
0.15
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-
Taking down Chowkhats with shutters without taking of shutter from the frame of any description not exceeding 1.50 Sq. m each, and making good the disturbed surface in CM 1:4 /tiling work & finished with similar specification as exists, complete all as specified and as directed by the Engineer-in-Charge.
Note: The quoted rate is inclusive of plastering/tiling work which is required for making good of existing surfaces in similar specification.
30
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-
Taking down Chowkhats with shutters without taking of shutter from the frame of any description exceeding 1.50 Sq. m but not exceeding 4.00 Sq. m each, and making good the disturbed surface in CM 1:4 /tiling work & finished with similar specification as exists, complete all as specified and as directed by the Engineer-in-Charge.
Note: The quoted rate is inclusive of plastering/tiling work which is required for making good of existing surfaces in similar specification.
50
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-
Taking down shutters of any description exceeding 1.00 Sq. m but not exceeding 2.00 Sq. m eeach and making good the disturbed surface in CM 1:4 & finished with similar specification as exists, complete all as specified and as directed by the Engineer-in-Charge.
38
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-
Taking down shutters of any description not exceeding 1.00 Sq. m each and Easing, Adjusting, replacing of builders hardware and screws including welding/cutting/chesing as required and refixing in same opening , complete all as specified and as directed by the Engineer-in-Charge.
100
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-
Taking down shutters of any description exceeding 1.00 Sq. m but not exceeding 2.00 sqm each and Easing, Adjusting, replacing of builders hardware and screws including welding/cutting/chesing as required and refixing in same opening , complete all as specified and as directed by the Engineer-in-Charge.
100
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-
Taking down hanging mild steel gate exc 1.00 Sqm but not exceeding 4.00 Sq.m each and refixing in the same opening after carrying out necessary repair work with welding such as change of rusted hold fast, hinging device, pintol hinges, pivotel and locking arrangement, PCC of hold fast etc. ,complete all as specified and directed by Engineer-in-Charge.
71
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-
Pressed steel frames of size 105 x 60 mm, made out of 1.25mm thick sheet for doors with one or more rebates including necessary fixing lugs, hinges (mild steel butt hinges medium weight, cold rolled, 100 mm, ISI marked), lock strike plate, etc., with and including back filling PCC (1:3:6), type C-0,complete all as specified and directed by the Engineer in Charge. Note :Cost of filling hollow of frame with plain cement concrete shall be included in the quoted rate and nothing extra shall be admissible on this account .
110
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-
Pressed steel frames of size 125 x 60 mm, made out of 1.25mm thick sheet for doors with one or more rebates including necessary fixing lugs, hinges (mild steel butt hinges medium weight, cold rolled, 100 mm, ISI marked), lock strike plate, etc., with and including back filling PCC (1:3:6), type C-0,complete all as specified and directed by the Engineer in Charge. Note :Cost of filling hollow of frame with plain cement concrete shall be included in the quoted rate and nothing extra shall be admissible on this account .
150
-
-
Factory made PVC solid door frame of size 50 mm x 47 mm with wall thickness of 5 mm made out of 5 mm thick plain colour PVC sheet cut at corner and jointed with 02 Nos., 150 mm long brackets of size 15 mm x 15 mm mild steel square tubes 19 gauge including vertical door profiles reinforced with 19 mm x 19 mm steel square tube of 19 gauge (EPDM) rubber gasket weather seal provided throughout the frame and fixed to wall with 65/100 mm long mild steel screws through the frame by using PVC fasteners (minimum of 04 Nos. of screws to be provided for each vertical member & minimum 02 Nos. for horizontal member) as per specification & drawing and as per manufacturer's instructions as shown on drawing in section 8 on Page 180 of SSR Part-II ,complete all as specified and directed by the Engineer in Charge.
160
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-
Factory made solid panel PVC door shutters 30 mm thick (style) consisting of frame made out of MS tube for top and bottom rails. MS frame shall be covered with heat moulded plain colour PVC 'C' channel having a PVC sheet strip of 20 mm width stuck inside with solvent cement for style and plain colour PVC sheets for top rail, lock rail and bottom rail on either sides & as gap insert for top- rail and bottom rails. Paneling 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 supplying and fixing in the frame at site as per specification & drawing and as per manufacturer's instructions as shown on drawing in section 8 on Page 176 of SSR Part-II ,complete all as specified and directed by the Engineer in Charge.
150
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-
Factory made box type steel window with pintle hinges and two nos 150mm mild steel tower bolts to each shutter, steel handle and with glazing bars dovetailed or welded and with one shop coat of zinc chromate primer in and including cutting holes in brick walls for inserting holdfasts and making good dismantled portion in cement mortar 1:4 or cement concrete 1:2:4 Type B-1, complete all as specified and shown on Drawing No CEAF/STD-184-2012 Sheets 1/3 & 3/3 and as directed by the Engineer in Charge.
60
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-
Factory made made box type steel window with pintle hinges and two Nos 150mm mild steel tower bolts to each shutter, steel handle and without glazing bars, including flat iron 12 x 3 mm for securing wire mesh, dovetailed or welded and with one shop coat of zinc chromate primer complete in and including cutting holes in brick walls for inserting holdfasts and making good dismantled portion in cement mortar 1:4 or cement concrete 1:2:4 Type B-1, complete all as specified and shown on Drawing No CEAF/STD-185-2012 Sheets 1/2 & 2/2 and as directed by the Engineer in Charge.
60
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-
Factory made box type steel ventilator fixed type, dovetailed or welded and with one shop coat of zinc chromate primer in and including cutting holes in brick walls for inserting holdfasts and making good dismantled portion in cement mortar 1:4 or cement concrete 1:2:4 Type B-1, complete all as specified and shown on Drawing No CEAF/STD-186-2012 Sheets 1/1 and as directed by the Engineer in Charge.
20
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-
Factory made made box type steel ventilator with glazed shutter or gauzed shutter with glazing bars or flat iron 12 x 3mm dovetailed or welded for fixing wire mesh/glass and with one shop coat of zinc chromate primer in and including cutting holes in brick walls for inserting holdfasts and making good dismantled portion in cement mortar 1:4 or cement concrete 1:2:4 Type B-1, complete all as specified and shown on Drawing No CEAF/STD-186-2012 Sheets 1/1 and as directed by the Engineer in Charge.
20
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-
Plain solid, straight chowkats of 2nd class hard wood (SAL) and frames wrought framed rebated on the solid rounded or chamfered put together with glue pinned at joints supplied and fitted to chowkats, complete all as specified and directed by Engineer -in-Charge.
0.1
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-
Factory made 35 mm thick (Batten thickness) 2nd class hard wood plain, framed, paneled shutters( two number No of panels) with panels of timber flat on both sides (feather edges) with lock rail and panel of 9 mm thick BWP commercial ply or 12 mm thick veneered particle board with commercial veneering on both faces and size of rail and stile as per IS :1003 (Part I), kiln seasoned and chemically pressure treated and detapering from 5 mm to 10 mm around the panel on one side fitted to chowkat, complete all as specified and directed by the Engineer in Charge.
110
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-
35 mm thick (Batten thickness) Second class hard wood Glazed and skeleton shutters, open rebated and prepared to receive wire cloth, glass etc. divided into 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, wire cloth etc., sizes of members of shutters as specified in SSR Part I, Section 8, clause 8.24 (a); supplied and fitted to chowkats,complete all as specified and directed by the Engineer in Charge.
100
-
-
35 mm thick factory made Flush shutters ,solid core construction with particleboard core and plywood face panels commercial type on both sides, duly provided with 6mm thick Teakwood leeping on edges alround, fitted to chowkats, , complete all as specified and as directed by Engineer-in- Charge.
20
-
-
Butt hinges 100 mm size ,heavy weight, cold rolled mild steel with galvanised mild steel hinge pin, anodised and fixed type B-21 ISI marked ,complete all as specified and directed by the Engineer in Charge.
270
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-
Barrel tower bolts aluminum anodizes of extruded section and fixed of 125 mm long size (length of bolt) ISI marked, complete all as specified and directed by Engineer-in-Charge
280
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-
Barrel tower bolts aluminum anodizes of extruded section and fixed of 125 mm long size (length of bolt) ISI marked fixed as in repair, complete all as specified and directed by Engineer-in-Charge
290
-
-
Handles of size 125 mm 'D' type ,extruded aluminium alloy , fabricated type anodized ISI marked ,complete all as specified and directed by Engineer-in- Charge.
180
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-
Handles of size 125 mm 'D' type ,extruded aluminium alloy , fabricated type anodized ISI marked fixed as in repair,complete all as specified and directed by Engineer-in- Charge.
275
-
-
Aluminum alloy, anodized, sliding door 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 aluminum alloy and fixed length of bolt 300mm, bolts not less than 12mm dia with and including a minimum of 6 bolts not,four on bolt plate and two on staple plate complete (ISI marked) , complete all as specified and directed by Engineer-in-Charge.
75
-
-
Aluminum alloy, anodized, sliding door 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 aluminum alloy and fixed length of bolt 300mm, bolts not less than 12mm dia with and including a minimum of 6 bolts not,four on bolt plate and two on staple plate complete (ISI marked) fixed as in repair , complete all as specified and directed by Engineer-in-Charge.
80
-
-
Plain fillets square, rectangular or triangular in section, 2nd class hardwood of sectional area exc 13 & n exc 25 sqcm, clean sawn, wrought finished secured with screws in and including dismantling of old plain fillets ,complete all as specified and directed by Engineer-in- Charge.
10
-
-
Prelaminated particle board 18 mm /19 mm thick ,interior grade, prelaminated both sides with decorative choice lamination for wooden and fixed with screws to timber frame as in cupboards, shutters, shelves, pelmet etc. including fixing 18 mm wide 6 mm thick beading of Ist class HW (Teak) all around in and including dismantling of old board , complete all as specified and directed by Engineer-in- Charge.
150
-
-
Continuous (Piano) hinges, width of flaps (when open) 30mm, stainless steel bright finish or electro galvanised, ISI Marked ,complete all as specified and directed by Engineer-in- Charge.
132
-
-
Hasp & staple of 100mm size , safety type aluminium anodized with mild steel hinge pin including bolt to hinge plate and fixed with screws ,complete all as specified and directed by Engineer-in- Charge.
30
-
-
Handles of size 100 mm 'D' type ,extruded aluminium alloy , fabricated type anodized ISI marked ,complete all as specified and directed by Engineer-in- Charge.
60
-
-
Magnetic catcher with Ball catches with 8mm dia steel ball, and brass body and striking plate including letting in and fixed suitable for kitchen cabinate/cupboard,complete all as specified and directed by Engineer-in- Charge.
60
-
-
Floor door stopper of aluminium alloy body and tongue, anodised, with hard drawn steel spring, fixed in floor of overall length of cover plate 140mm fixed as in repairs, complete all as specified and directed by Engineer-in-Charge.
250
-
-
300mm long ordinary rat tail rod pattern MS door springs including roller and roller plate with steel screws or with welding as required at site , complete all as specified and directed by Engineer-in-Charge.
50
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-
300mm long ordinary rat tail rod pattern MS door springs including roller and roller plate with steel screws or with welding as required at site and fixed as in repairs, complete all as specified and directed by Engineer-in-Charge.
75
-
-
Door seal 50mm wide and 1 m in lenth built in aluminium black plate with nylon brush fixed with screws fixed as in repairs, complete all as specified and directed by Engineer-in-Charge.
250
-
-
Resecuring of existing window glass panes by using oil putty/ wooden beading ,complete all as specified and directed by Engineer-in- Charge.
400
-
-
Sheet glass 3 mm thick, ordinary quality and glazing with oil putty or wooden bead in squares not exceeding 0.5 Sq. m in each pane including fixing with glass pins to hold glass in position upto 15.00 mtr height of building ,complete all as specified and directed by Engineer-in- Charge.
Note:- No extra payment for replacment of damaged wooden beads required for glazing glass in wooden window.
88
-
-
Sheet glass 4 mm thick, ordinary quality and glazing with oil putty or wooden bead in squares not exceeding 0.5 Sq. m in each pane including fixing with glass pins to hold glass in position upto 15.00 mtr height of building in and including Hacking out old broken glass panes of any thickness, size ,quality or description from wooden frames , glazed with putty or fixed with beads ,complete all as specified and directed by Engineer-in- Charge.
Note:- No extra payment for replacment of damaged wooden beads required for glazing glass in wooden window.
412
-
-
Figured glass 3 mm thick, pin headed tyoe and glazing with oil putty or wooden bead in squares not exceeding 0.5 Sq. m in each paneincluding fixing with glass pins to hold glass in position upto 15.00 mtr height of building ,complete all as specified and directed by Engineer-in- Charge.
Note:- No extra payment for replacment of damaged wooden beads required for glazing glass in wooden window.
10
-
-
Figured glass 4 mm thick, pin headed tyoe and glazing with oil putty or wooden bead in squares not exceeding 0.5 Sq. m in each pane,including fixing with glass pins to hold glass in position upto 15.00 mtr height of building in and including Hacking out old broken glass panes of any thickness, size ,quality or description from wooden frames , glazed with putty or fixed with beads ,complete all as specified and directed by Engineer-in- Charge.
Note:- No extra payment for replacment of damaged wooden beads required for glazing glass in wooden window.
10
-
-
Stainless steel wire cloth 0.36 mm nominal dia of wire and average width of aperture 1.40 mm fixed to steel frames with stainless steel tacks, or stainless steel wire staples, or fixed to wooden frame with first class hard wood bead, ,complete all as specified and directed by Engineer-in- Charge.
92.5
-
-
Stainless steel wire cloth 0.36 mm nominal dia of wire and average width of aperture 1.40 mm fixed to steel frames with stainless steel tacks, or stainless steel wire staples, or fixed to wooden frame with first class hard wood bead fixed as in repair, complete all as specified and directed by Engineer-in- Charge.
50
-
-
M S work as Framed works 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 railing, framed work of water tanks, framed and hung as gates including pintle hinges, stops, hand made sliding sliding bolts etc ,drilling bolting or reveting etc and similar work conforming Fe-290 Gde E-165 in and including dismantling of existing old unservicable grill ,complete all as specified and directed by Engineer-in- Charge.
350
-
-
Framed work as in doors/Chowkhats or gates of angle or other section with gusset plates, rails, braces, etc., complete, drilled for fixing of steel sheeting or other covering. Doors, etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing complete ( Fe-290,Gde-E-165)in and including dismantling of structural steel work including doors, gates but excluding framed truss etc., complete all as specified and directed by the Engineer-in-Charge.
750
-
-
Mild steel, plain, black sheet of 1mm thick in hearths; covering to door shutters; covering to door chowkats (frames);chullah hoods; water 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 40 mm lap joints or welded/ riveted seams including bending, turning up,mitred angles, stopped ends, outlets, etc. as required in and including dismantling of structural steel work including doors, gates but excluding framed truss etc., complete all as specified and directed by the Engineer-in-Charge.
25
-
-
Drapery rod of mild steel 25mm dia, ribbed/fancy type, powder coated, any shade, including set of fixing brackets, for span not exceeding 2m, fixed to wall with PVC finols/finnels, connected accessaries, rubber packing, required screws and PVC rawal plugs as required fixed as in repair ,complete all as specified and directed by Engineer-in- Charge.
500
-
-
Preparation of new or previously untreated wooden surfaces of any description , not otherwise described over 10 cm width or girth and applying two coats of synthetic enamells paint over one coat of pink primer ,complete all as specified and directed by the Engineer in Charge.
404
-
-
Preparation of new or previously untreated steel surfaces of any description , not otherwise described over 10 cm width or girth and applying two coats of synthetic enamells paint over one coat of red oxide primer,complete all as specified and directed by the Engineer in Charge.
27
-
-
Preparation of new or previously primed steel surfaces of any description , not otherwise described over 10 cm width or girth and applying two coats of synthetic enamells paint over previously primered surface ,complete all as specified and directed by the Engineer in Charge.
35
-
-
Preparation of old painted steel or Iron surfaces over 10cm width or grith not otherwise described and applying one coat synthetic enamel paint , complete all as specified and directed by Engineer-in-Charge.
300
-
-
Roof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) including distance pieces, cleats etc Fe 410-W Gde-E--250 quality A)in and including preparation of surfaces before fabrication and painted one shop coat of zinc chromate primer paint in and including dismantling of framed trusse, complete all as specified and directed by the Engineer-in-Charge.
455
-
-
Pre-colour coated high tensile strength galvalume sheet roofing with yield strength (550 NPA) prepainted with aluminium (55%) and zinc (45%) alloy coating applied through continous hot dip process having tatal coated thickness (TCT) of 0.50mm with minimum coating mass on both sides @ 150gms/sqm in length and width as per site condition fixed with complete acessories as per manufacturer's instructions through specialist agency and as per profile and shade as approved by GE in and including dismantling plain or corrugated steel /fibre sheeting, any gauge, thickness, including Nainital or similar pattern roof coverings ,complete all as specified and directed by Engineer-in-Charge.
140
-
-
Welding in repair exc 2.5 cm but n exc 5.00 cm in length thickness of metal to be welded n.exc 6mm, including cleaning, preparing the surfaces and holding the member in true position for maintenance of steel items such as gates, grills, doors window etc. , complete all as specified and directed by Engineer-in-Charge.
110
-
-
Note :Schedule of credit to be deducted on acceptances of bid.Details of Schedule of credit is given in tender documentse.
-
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