Military Engineer Services Tender
View complete overview of Chandigarh MES Tender
Military Engineer Services - MES Tender
Civil And Construction
Building Construction
Eprocure
Opening Date7 Feb 2025
Closing Soon27 Feb 2025
Tender Amount₹ 48,15,000
Costs
EMD
₹ 96,300Document Cost
₹ 500Tender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2025_MES_696964_1Tender No
CA NO GE/CHD-88/2024-25Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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Taking down chowkhats or frames n.exc 1.5 sqm each (without taking off shutter from the frame) and removing from the site including dismantling brick work of hold fasts complete all as specified and directed by Engineer-in-Charge.
24
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Taking down chowkhats or frames exc 1.5 sqm but n.exc 4 sqm each (without taking off shutter from the frame) and removing from the site including dismantling brick work of hold fasts etc complete all as specified and directed by Engineer-in-Charge.
8
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Raking out joints/ pointing to brick work in walls or to bricks on edge in floors, surface channels, roofs, etc complete all as specified and directed by Engineer-in-Charge.
7
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Dismantling Stone slabs and tiles of any description or thickness in floors, aprons etc, removing rubbish off the premises complete all as specified and directed by Engineer-in-Charge.
108
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Demolition of brick work or stone/boulder masonary built in cement mortar incl all quions arches, pillar or any other descrption etc complete all as specified and directed by Engineer-in-Charge.
16
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Demolition of entire Asbestos cement (corrugated,semicorrugated, etc.) sheets in roof coverings etc complete all as specified and directed.
1332
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25 mm thick Cement concrete (1:2:4) type B-0,using 12.5 mm graded mechanically crushed stone aggregate as in floor and pavings etc. or any other situation complete all as specified and directed by Engineer-in-Charge.
80
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75 mm thick, cement concrete type C-1, 1:3:6 using 40 mm graded stone aggregate, finished even & smooth without using extra cement, as in plinth protection, complete all as specified.Plinth protection shall be laid in 1:20 slope and joint filling sealed with bituminous sealing compound grade "A" .
160
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Plain cement concrete (1:4:8) type D-2,using 40 mm graded stone aggregate as in foundations, filling and mass concrete, sub base etc complete all as specified and directed by Engineer-in-Charge.
6
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Plain cement concrete 1:2:4 type B-0 using 12.5mm graded crushed stone aggregate as in cement concrete in roof kerbs or mud stops,back filling of chowkats, holdfasts,coping,bed plates,cills, rounded or chamfered on edges with and including using necessary use and waste of formwork for fair finished surface complete all as specified and directed by Engineer-in-Charge.
0.8
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Reinforced Cement Concrete nominal mix 1:2:4 type B-1 using 20mm graded mechanically crushed stone aggregate as in plinth beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and directed by Engineer-in-Charge.
0.8
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Use & waste of form work for rough finished surface to sides of concrete foundations, footings, bases of columns, raft and raft beams,sides and soffits (if any) of foundation and plinth beams;and similar work; vertical or to battercomplete, all as specified and directed by Engineer-in-Charge.
16
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TMT steel bars 10mm dia and over, of grade Fe-500D cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed by Engineer-in-Charge.
80
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TMT steel bars 6mm to 8mm dia and over, of grade Fe-500D cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed by Engineer-in-Charge.
40
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Machine cut Kota stone slab flooring 20-25 mm thick,area of each slab exceeding .30 sqm (cut to size in square shape ) laid over & including 20 mm thick screed bed in cement mortar 1:6 and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing (mirror finish) complete all as specified and directed by Engineer-in-Charge.
1040
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Machine cut Kota stone slab 20-25 mm thick as in skirting, dado and pillars etc , laid over & including 10 mm thick rendering in cement mortar 1:4 and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing (mirror finish) complete all as specified and directed by Engineer-in-Charge.
40
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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 extrasand; complete all as specified and as directed.
80
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Brick work with sub class 'B' bricks, class designation 100, old size bricks, straight or curved on plan exceeding 6.00 metre mean radius built in cement mortar 1:6 complete all as specified and directed by Engineer-in-Charge.
12
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Brick work with sub class 'B' bricks, class designation 100, old size bricks, straight or curved on plan exceeding 6.00 metre mean radius built in cement mortar 1:6 except bricks complete all as specified and directed by Engineer-in-Charge.
4
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Rendering 15 mm thick in cement mortar 1:4, on external wall surfaces fair faces of brick or concrete surfaces , trowelled to even and smooth surface without using extra cement, complete all as specified and directed by Engineer-in-Charge.
180
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Rendering 10 mm thick in cement mortar 1:4, on other than fair faces of brick or concrete surfaces trowelled to even and smooth without using extra cement, complete all as specified and directed by Engineer-in-Charge.
360
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Preparation of new plastered surfaces of wall and applying two coats of oil bound distemper on walls over and including a coat of primer and 1 mm wall care puty including preparation of surface complete all as specified and directed.
360
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Preparation of new plastered surfaces of wall and applying two coats of cement base paint on walls over and including a coat of primer and 1 mm wall care puty including preparation of surface complete all as specified and directed.
180
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Complete removal of existing treatment,preparation of surfaces of wall and applying two coats of oil bound distemper on walls over and including a coat of primer and 1 mm wall care puty complete all as specified and directed.
920
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Complete removal of existing treatment,preparation of surfaces of wall and applying two coats of cement base paint on walls over and including a coat of primer and 1 mm wall care puty complete all as specified and directed.
920
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Preparation of new or previously untreated wooden surface of any description not otherwise described over 10cm width or girth and applying two coat of synthetic enamel paint over one coat of pink primer complete all as specified and directed by Engineer-in-Charge.
16
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Preparation of new or previously untreated steel and iron surfaces of any description over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed by Engineer-in-Charge.
192
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Factory made Pressed steel frames, confirming to IS, having profile 125 x 60 mm , 1.25 mm thick MS sheet for doors with one or more rebates including necessary fixing lugs, and fixing only 100 mm size hinges, lock strike plate, etc., with one shop coat of zinc chromate primer and fixing complete all as specified and directed by Engineer-in-Charge.
10
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Factory made Pressed steel frames, confirming to IS, having profile 105 x 60 mm , 1.25 mm thick MS sheet for doors with one or more rebates including necessary fixing lugs, and fixing only 100 mm size hinges, lock strike plate, etc., with one shop coat of zinc chromate primer and fixing complete all as specified and directed by Engineer-in-Charge.
40
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35 mm thick factory made Plain, framed, panelled shutters of 2nd class Hardwood (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 chowkat complete all as specified and directed by Engineer-in-Charge.
12
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35 mm thick factory made glazed & Skeleton shutters of 2nd class Hardwood open rebated & prepared to receive glass or gauze etc without sash bar open rebated with edges of framing plain, chamfered or rounded, fitted with cut & mitred beads for securing glass or guage etc size ofstiles rails etc as specified in sec 8 clause 8.24 (a) of SSR Part-I (2009) complete all as specified and directed by Engineer-in-Charge.
4
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Factory made box type steel windows with pressed steel frame min 1.25 thick complete including mild steel acessories like lugs, door stopper, holdfasts, pintol hinges, handles( minimum One for each shutter), and ISI marked tower bolt 150mm size (minimum 2 for each shutter) etc. with glazing bars dovetailed or welded with one shop coat of zinc chromate primer, complete all as shown on drawing No. TD-276(R), Sheet No 1/4 to 2/4, 3/4, 4R/4 and as specified and directed by Engineer-in-Charge.
Note: (i) Fabrication as per TD-276 (R) SH 1/4 to 2/4, 3/4, 4 (R) /4
(ii)Mode of measurement Unit will be for the complete window except Glass/ Gauge but incl fittings, ISI marked iron mongery complete as per TD. (iii) The PCC back filling in chowkhat of window, Grills,Sheet glass and wire gauge will be measured and paid separately against respective items.
38
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Factory made box type steel windows with pressed steel frame min 1.25 thick complete including mild steel acessories like lugs, door stopper, holdfasts, pintol hinges, handles( minimum One for each shutter), and ISI marked tower bolt 150mm size (minimum 2 for each shutter) etc. without glazing bars dovetailed or welded with one shop coat of zinc chromate primer, complete all as shown on drawing No. TD-276(R), Sheet No 1/4 to 2/4, 3/4, 4R/4 and as specified and directed by Engineer-in-Charge.
Note: (i) Fabrication as per TD-276 (R) SH 1/4 to 2/4, 3/4, 4 (R) /4
(ii)Mode of measurement Unit will be for the complete window except Glass/ Gauge but incl fittings, ISI marked iron mongery complete as per TD. (iii) The PCC back filling in chowkhat of window, Grills,Sheet glass and wire gauge will be measured and paid separately against respective items.
38
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300 mm long,Aluminium alloy, anodised,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-aluminium alloy and fixed bolt not less than 12mm 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 & directed by Engineer in Charge.
8
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150 mm long extruded aluminium alloy handles, fabricated type,anodised complete all as specified and directed by Engineer-in-Charge.
32
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Aluminium anodised,barrel tower bolts of extruded section with length of bolt 150 mm and dia of bolt not less than 10 mm,ISI marked complete all as specified and directed by Engineer-in-Charge
16
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Mild Steel work as in Steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I. S.1161-1979 grade St.-240 conforming to Fe 410-W (Gde-E- 250) quality-A and fixing complete all as as specified and directed by Engineer-in-Charge.
4320
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Rolled mild Steel work as in plates (plain or chequered) channels, square cut or notched
(ordinary and counter sunk) forming holes, without any attachment conforming to Fe 410-W (Gde-E- 250) quality-A and fixing complete all as as specified and directed by Engineer-in-Charge.
35
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Pre-painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50mm thick of any colour having tensile strength of 550Mpa as in roof covering/cladding to wall, fixed with self tapping screws,hooks etc complete all as specified and as directed by Engr-in-charge.Colour to be decided by GE
1252
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Pre-painted galvalume aluminium zinc coating GI based plain steel sheet 0.50mm thick of any colour having tensile strength of 550Mpa as in roof covering/cladding to wall, fixed with self tapping screws,hooks etc complete all as specified and as directed by Engr-in-charge.Colour to be decided by GE
80
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Mild Steel Framed work as in guard bars/grills, gratings, etc.. with ends of bars shouldered/welded and/or riveted, or forged into spikes; framed guard bars/grills conforming to Fe-290 (Gde E-165) complete all as as specified and directed by Engineer-in-Charge.
280
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Stainless steel wire cloth 0.56mm nominal dia of wire and average width of aperture 1.18mm fixed with stainless steel wire staples complete all as specified and directed by Engineer-in-Charge.
20
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Sheet glass 4 mm thick, ordinary quality and glazing with linseed oil pane putty & spring glazing clips using Silicon for fixing of glass in addition to glazing putty, in squares not exceeding 0.5 Sq. mtr in each pane, complete all as specified and directed by Engineer-in-Charge.
20
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Note: For the purpose of arriving at lumpsum amount, the amount of credit schedule i.e Sch 'A' section II (i.e Rs 74,980.00 shall be deducted from the total amount arrived.
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74980
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Total of Schedule 'A' Rs.
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