Military Engineer Services Tender
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Military Engineer Services - MES Tender
Eprocure
Opening Date7 Nov 2024
Closing Soon28 Nov 2024
Tender Amount₹ 25,00,000
Costs
EMD
₹ 50,000Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MES_682891_1Tender No
CA NO GE/AFJ-55/2024-25Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
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Documents
BOQ Items
M&L PCC in surface channels and drains type C2 (1:3:6) using 40 mm graded stone aggregate all as specified and directed by Engr-in-Charge.
2.5
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-
Extra for forming fair finished drain or channel 40 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/stopped end etc all as specified and directed by Engr-in-Charge.
70
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-
M&L 75 mm thick hard core of gauge n. exc 63 mm, deposited, spread and level in layers n. exc 15 cm thick, watered and rammed to a true surface with broken stone or boulders complete all as specified and directed.
7.5
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-
M&L for PCC 1:4:8 type D-2(Using 40 mm graded crushed stone aggregate) as in foundations,filling and mass concrete complete all as specified and directed by Engr-in-Charge.
7.5
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-
M&L for 100mm thick PCC 1:2:4 type B-1(Using 20mm graded crushed stone aggregate) as in floor,hard standing surfaces finished even and smooth without using extra cement including use and waste of formwwork fair or rounding or chamfered of exposed edges all as specified and directed.
100
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-
Dismantling of RCC roofs ,shelves, facia beams ,chajjs and similar suspended work etc complete all as specified and directed by Engr-in-Charge.
1
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-
M&L for RCC 1:2:4 type B-1 (20 mm graded stone agg) as in shelves, facia beams ,chajjs and similar suspended work including necessary form work,scaffoholding upto 4th storey height of bldg also use anti rust agent chemical on existing reinforcement etc complete all as specified and directed by Engr-in-Charge.
Note:- No extra payment will be paid to contractor by the department.
1
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-
M&L for TMT bars 8 mm dia cut length bent to shape required including cranking bending spirally for hooping for column , hooking ends and binding with mild steel wire (annealed) not less than 0.9mm dia as specified and directed.
100
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-
Description all as per above item 8 mm dia in stirrups spacers and binders etc complete all as specified and directed by Engr-in-Charge.
120
-
-
Dismantling posts or struts (wood, Steel or RCC) any section, including takingout embedded portion and making good distrubed gound etc complete all as specified and directed
50
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-
M&L for excavation in post holes (or similar holes) each not exc 0.5cum getting out in any type of soil, returning, filling in and ramming earth or broken rubber mixed with earth around in layers not exc 15cm complete all as specified and directed.
50
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-
S&F MS as in post and struts in fencing including cutting tops to shape as directed drilling holes nothing for wire etc flat iron fillets (for securing wire mesh etc) including all necessary drilling bolts or riveting etc and similar work complete all as specified and directed by Engr-in-Charge.
250
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-
S&F 4mm dia galvanised steel wire chain link fencing size 75x75mm mesh including line wires any mesh size and type to any type or standards, rails, straining bolts etc including provision of binding wire including dismantling old uncerviceable chain link fencing any type any size complete all as specifid and directed .
100
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-
S&F galvanised 2nd stand steel wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacing and straining and fixing to any type of standard rails straining bolts including securing or tying at crossings with and provn of galvanised mild steel wire staples or steel pins etc complete all as specified and directed by Engr-in-Charge.
2
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-
Demolition of, stone slabs and tiles of any description or thickness in floors,aprons including screed bed or flooring etc complete all as specified and directed.
33
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-
M&L for colored non skid ceramic tiles 7to 8 mm thick, area of each tile exc 0.06 sqm but n exc 0.11 sqm in floors etc set and jointed in neat cement slurry and pointed in colored cement over and incl 15 mm thick screed bed or bedding layers of cement mortar 1:4 (including hacking of floors) to match Shade, pattern, laying etc complete all as specified and directed by Engr-in-Charge.
30
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-
M&L for colored non skid ceramic tiles 7to 8 mm thick, area of each tile exc 0.11 sqm but n exc 0.18 sqm in floors etc set and jointed in neat cement slurry and pointed in colored cement over and incl 15 mm thick screed bed or bedding layers of cement mortar 1:6 (including hacking of floors) to match Shade, pattern, laying etc complete all as specified and directed by Engr-in-Charge.
100
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M&L for 350x450 x7 mm thick coloured glazed ceramic tiles of premium quality as in dado/ skirting and vertical surfaces set & jointed in neat cement slurry and pointed in colored cement over and incl 10 mm thick cement mortar 1:4 to match the Shade, pattern, laying at site complete all as specified and directed by Engr-in-Charge.
50
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-
M& L for Kota stone slab 20-25mm thick in riser of steps, skirting, dado,pillar and floor laid over cement mortar screed bed of CM 1:4 thickness 20mm and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete all as specified and directed by Engr-in-Charge.
Note:- the work should be executed in patch work.
150
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-
M&L for providing and laying 60mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour, design & pattern as in footparth, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand; all as specified and directed by Engr-in-Charge.
Note:- Before execution of above mentioned item it is compulsary to make good the existing surface of PCC so that paver block could be fixed properly and no extra cost will be bourne by department.
300
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-
Demolition of brick work or stone/boulder masonry, built in cement mortar including all quoins, arches, pillars,drains etc, but excluding ashlars facings, dressed stone work and precast concrete articles complete all as specified and directed by Engr-in-Charge.
20
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-
M&L Brick work with sub class ‘B’ bricks straight or curved on plan exc 6m mean radius built in CM 1:4 complete all as specified and directed by Engr-in-Charge.
17
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-
Description all as per item no-25 but except bricks complete all as specified and directed by Engr-in-Charge.
3
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-
Taking down cement plaster of existing wall/ceiling in any thickness including racking out joint hacking for key scrubing down with water etc complete all as specified.
585
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-
M&L for 15 mm thick rendering in CM 1:6 on fair face of wall or on concrete surfaces finished even and smooth without using extra cement complete all as specified as directed by Engineer-in-Charge.
240
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-
M&L Rendering 15mm thick in cement mortar 1:4 on fair faces of brick/concrete surfaces on walls mixed with integral WPC by weig (WPC shall be measured and paid in respective item of WPC).complete all as specified.
Note:-
1.The plaster shall be executed in patches as per ground requirement at any where and upto the any height and contractor shall have to provide formwork as per ground or upto any height including necesaary safety precaustion should be carried out for site execution, No extra payment will be paid by department.
300
-
-
M&L for 5 mm rendering in CM 1:3 on ceiling of concrete surfaces finished.complete all as specified as directed by Engineer-in-Charge.
45
-
-
Supply only integral water proofing compound ISI marked complete all as spd and directed by Engr-in-Charge.
83.52
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-
Dismantling wall and ceiling board (fiber, pulp, PVC, insulation etc) or insulation boards/slabs/blankets, any thickness including cover fillets complete all as specified and directed by Engr-in-Charge.
50
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-
S&F exposed metal frame ceiling with 08mm thick calcium silicate board of siliceous and calcareous material reinforced with cellulose fibre for fixing in 600 mm x 600x8mm grid (Frame work for ceiling shall be measured and paid separately)complete all as specified and directed by Engr-in-Charge.
50
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-
S&F Gl frame work (size of grid 605x605mm) for seamless ceiling comprising of Gl perimeter channnel 0.55 mm thick with two unequal flanges of 20 and 30 mm and web of 27 mm fixed to surrounding wall using nylon sleeves and screws at 450 mm centre to centre/intermediate channel 0.9 mm thick having two equal flanges of 15 mm each and web of 45 mm suspended from soffit at approx 900 mm centre to centre with Gl cleat and steel expansion fasteners with and including ceiling section (not exc 1.2 m length) of 0.55 mm thickness having kurled web of 50 mm and flange of 26 mm each with lips of 10.5 mm fixed to the intermediate channel with connecting clips across the intermediate channel at 457 mm centre to centre including Hangers 6 mm dia. G.I. (upto 1200mm length) adjusting level fixed to roof slabs by means of ceilling cleats made out of G.I. flat 40 x 3 mm size 60mm long and expansion hold fasteners 12.5mm dia. 40mm long complete all as specified and directed by Engr-in-charge.
50
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-
Dismantling of asbestos cement sheets, corrugated or semi corrugated etc in roof covering complete and set a side all as directed.
200
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-
S& F in repairs pre-painted galvalume aluminium zinc coated corrugated sheet (including pre-laminated guard film) 0.50mm thick of an colour having tensile strength of 550Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and directed by Engr-in-Charge.
200
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-
Taking down Chowkats or frames not exc. 1.5 sq. m each with shutters (without taking off shutters from the frames) complete all as specified and directed by Engr-in-Charge.
5
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-
Taking down chowkats or frames exc 1.5 sqm but n exc 4.0 sqm each with shutters (without taking off shutter from the frame) complete all as specified and directed by Engr-in-Charge.
10
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-
S&F Pressed steel frames (Factory made) made out of 1.25 mm thick black MS sheet for doors, with one or more rebates including necessary fixing lugs, Butt hinges, lock strike plate, etc complete, size of frame 105x60mm incl bottom of each chowkat to be welded with 2 nos 25x25x3mm thick flat iron projecting 10 cm on either side and back fill to chowkats with PCC 1:3:6 type C-O using 12.5 mm graded crushed stone aggregate complete all as specified.
20
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-
S&F Pressed steel frames (Factory made) made out of 1.25 mm thick black MS sheet for doors, with one or more rebates including necessary fixing lugs, Butt hinges, lock strike plate, etc complete, size of frame 125x60mm incl bottom of each chowkat to be welded with 2 nos 25x25x3mm thick flat iron projecting 10 cm on either side and back fill to chowkats with PCC 1:3:6 type C-O using 12.5 mm graded crushed stone aggregate complete all as specified.
50
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-
S&F Powder coated aluminium (minimum thickness of powder coating 50 micron) frame work for doors,windows, ventilators and partitions (Fixed portions) with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS:1285, fixing with dash fasteners of required dia and size,including necessary filling up the gaps at junctions, i.e. at top,bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing/ paneling, C.P. brass/ stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-Charge.
100
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-
S&F Powder coated aluminium (minimum thickness of powder coating 50 micron) for shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber/neoprene gasket required with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS:1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing/ paneling, C.P. brass/ stainless steel screws all complete as per architectural drawings and the directions of Engineer-in-Charge.
35
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-
S&F anodised Aluminium grill (anodised transparent or dyed to required shade according to IS: 1868 with minimum anodic coating of grade AC 15) of approved design/pattern, with approved standard section and fixed to the existing window frame with C.P. brass/ stainless steel screws @ 200 mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening including EPDM rubber, all complete as per requirement and direction of Engineer-in- Charge.
25
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S&F in repair 5.5mm thick, ordinary quality and glazing with rouber beading, joining cleat etc in squar n exc 0.5 sq. m in each pane complete all as specified and as directed by Engr-in-Charge.
10
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-
S&F in repair 5.5mm thick, ordinary quality and glazing with rouber beading, joining cleat etc in square exc 0.5 sq. m in each pane complete all as specified and as directed by Engr-in-Charge.
8
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-
S&F in repair 5mm thick Figured glass, pin head type and glazing with oil putty in squares n exc 0.5 sq. m in each pane complete all as specified and as directed by Engr-in-Charge.
7
-
-
Supply and fixing stainless steel wire cloth 0.63 mm nominal dia of wire and avg wide 1.40 mm aperture of tinned tacks of galvanised wire staple to steel windows/fixed with wooden beads of 2nd class HW to wooden doors/windows complete all as specified and directed by Engr-in-Charge.
8
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-
S&F 30mm thick, 2nd class hard wood 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 fitted to chowkats complete all as specified and directed by Engr-in-Charge.
20
-
-
S&F 2nd class hardwood 30mm thick glazed and skelton, shutters, open rebated and prepared to receive glass, gauze without sash bars all as specified in SSR Pt I, Section 8, clause 8.20 (a) complete all as specified and directed by Engr-in-Charge.
20
-
-
S&F for Aluminum anodized barrel tower bolt of extruded section and fixed complete of Size 200 mm long complete all as specified.
20
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-
S&F for Aluminium alloy anodised sliding door bolt, 250 mm, plate type, stove enameled black, with bright bolt not less than 12 mm dia, with and including a minimum of 6 bolts and nuts four on bolt plate and two on staple plate and fixed complete all as specified and directed by Engr-in-Charge.
10
-
-
S&F for aluminum alloy handle 125 mm size cast type complete all as specified and directed by Engr-in-Charge.
20
-
-
S&F for MS butt hinges medium weight cold rolled 100 mm ISI marked complete all as specified including required welding etc in repairs.
30
-
-
Taking down or cutting MS helical door spring 150mm to 200 mm long by welding or chiseling etc from metal door frames and M&L in same position by running welding n. exc 6 mm thickness of metal and including fixing roller plate on wooden rail with screws complete all as specified and directed by Engr-in-Charge.
10
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-
Taking up CI pipes,SWR pipes (incl all fittings),bend , floor traps with spigot and socket ends and lead joints including burning out joints and removing lead of 100mm dia pipe complete all as specified and directed by Engr-in-Charge.
150
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-
Description all as per above item but for 75mm dia pipe complete all as specified and directed by Engr-in-Charge.
100
-
-
S&F in PVC (SWR) pipes of size 110mm dia with single socket joints fixed to wall with stack clamp and rubber ring joints.complete all as specified and directed by Engineer-in-Charge
150
-
-
Description all as per above item but for 75mm dia pipe .complete all as specified and directed by Engineer-in-Charge
100
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-
Description all as per item no 25 above Re fixing only all as spd and directed by Engg-in-Charge
20
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-
Description all as per item no 26 above Re fixing only all as spd and directed by Engg-in-Charge
30
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-
S&F PVC (SWR) bends of any radius with access door bore of pipe 110 mm complete all as specified and directed by Engr-in-Charge.
30
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-
Description all as per above item but for 75mm dia pipe complete all as specified and directed by Engr-in-Charge.
30
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-
S&F PVC (SWR) junction single(single T) equal or unequal with access door bore of pipe 110 mm.complete all as specified and directed by Engr-in-Charge.
15
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-
Description all as per above item but for 75mm dia pipe.complete all as specified and directed by Engr-in-Charge.
15
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-
Dismentling of wrought iron,mild steel work such as agle iron,flate and similar type work or any description not otherwise provided complete all specified and directed.
26
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-
M&L Mild Steel sections confirming to FE-410-W as in Framed work as in doors, gates of angles or other section with gusset plates, rails etc including necessary cutting, drilling, welding etc complete all as per directed by Engr- in-Charge.
600
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-
S&F mild steel rolled ection in roof trusses (framed) trussed purlins,crane, gantries ,rails and fasterings and heavy bracket framing (Beam ,tee,angle channel or flat sections) including distance pieces,cleats etc confarming to Fe-410-W(Gde E-250) all as specified and directed.
2000
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-
Providing cement concrete 1:2:4 type B0 using 12.50mm graded stone aggregate in roof levelling concrete, coping, etc. laid to slope for further treatment with using integral water proofing compound.ht of bldg up to 4th storey.(Note : WPC shall be measured and paid separately)
3
-
-
M&L for removing existing water proofing treatment/tiles on roof, clean with water and wire brush and applying oil bound primer @ 0.20 kg/Sqm and providing APP modified water proofing membrane weiging 3.0 kg/sqm and minimum 3mm thick reinforced with polyster non wave fabric (wt. not less than 150 gms/sqm) laid on primed surface by forced application complete all as specified laid overr a coat of of bitumen primer @0.30 Ltr/Sqm with applying a coat of hot blown bitumen of 85/25 or 95/15 @ 1.20 Kg/Sqm. APP membrance shall be laid by torching with 75mm overlap in longitudinal direction and 150mm overlap in transverse direction and 100mm overlap in transverse direction and finally fisished with a coat of solar reflective bituminous aluminium paint @ 100 grams/Sqm all as specified and as directed by Engr-in-Charge.
120
-
-
M&L for Preparation of new or untreated steel surface of any description exc. 10 cm. in width or girth and applying two coats of synthetic enamel paints, over a coat of red oxide zinc chrome primer, complete all as specified and directed by Engr-in-charge.
250
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-
M&Lfor preparation of newly plastered surfaces of walls,Applying two coats of distemper with oil emulsion over a coat of primer over a thin layer of wall care putty including necessary formwork scaffolding required upto the 4th storycomplete all as specified and as directed.
240
-
-
M&L for Preparation of new plastered surfaces and applying two coats of exterial emulsion paint on walls including a thin layer of wall care putty,necessary formwork scaffolding required upto the 4th story complete all as specified and directed.
300
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-
M&L Prepration of new surfaces of ceiling and apply three coat of white wash on surface of ceiling.complete all as specified and directed by Engr-in-Charge.
45
-
-
SCHEDULE 'A' PART-II (Schedule of credit) Credit amount of Rs (Refer schedule of credit) for retrieved material mentioned in Sch 'A' Part-II of Tender documents in PDF form will be deducted offline during acceptance of tender of lowest bidder.
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