Military Engineer Services Tender
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Costs
EMD
₹ 86,420Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_MES_699636_1Tender No
CA NO GE/DNR/T-71 of 2024-25/8865/E8Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
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Documents
BOQ Items
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S & F 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 and 40mm long complete all as specified and directed.
878
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Dismantling Asbestos cement (corrugated, semi corrugated, etc) sheets in roof coverings complete all as specified and directed.
850
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S&F pre-painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50mm thick of colour having tensile strength of 550 Mps as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and directed.
990
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S&F pre-painted galvalume aluminum zinc coating GI based Plain steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in
roof covering / cladding to wall, fixed with self tapping screws complete all as specified and directed.
25
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Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as specified and directed.
5.5
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S&F roof trusses (framed), trussed, purlins, crane gantries, rails and fastening and heavy bracket framing (Beam, tee, angle, channel or flat sections) including distance pieces, cleats etc complete all as specified and directed.
250
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S&F Mild steel works as in wind ties for roof including securing bolts, all necessary drilling etc and similar work conforming to Fe-290 Gde E-165 complete all as specified and directed.
300
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Dismantling timber scantling 40 sqcm and over in section in any position or framed work complete all as specified and directed.
0.15
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M&L 2nd class hardwood scantling, as in repairs, to replace old and decayed timber (including piecing, scarfing, etc, or old and new timbers if required) and removing defective portions to store complete all as specified and directed.
0.15
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M&L for preparation of old painted wooden surfaces of any description, not otherwise described, over 10cm width or girth and applying two coats of synthetic enamel paint complete all as specified and directed
150
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M&L for preparation of new steel / 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.
155
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M& L providing, plain cement concrete 1:2:4 type B0 (using 12.50mm graded stone aggregate) as in roof kerbs or mud stop, rounded or chamferred on edges complete all as directed and specified.
0.4
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Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing), removing serviceable tiles to store and rubbish off the premises complete all specified and as directed.
200
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M&L for 10mm thick light shade vitrified ceramic tiles in floors/skirting, exceeding 0.36 sqm but not exceeding 0.42 sqm set & jointed in neat cement slurry and pointed in white cement mixed with pigment to match the shade of tile over and including 15 mm thick screed bed or bedding layers in cement mortar 1:6 complete all as specified & as directed.
200
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M&L for 10mm thick light shade vitrified tiles in skirting, exceeding 0.36 sqm but not exceeding 0.42 sqm set & jointed in neat cement slurry and pointed in white cement mixed with pigment to match the shade of tile over and including 10 mm thick rendering in cement mortar 1:4 as rough surface on vertical surface as backing coat of wall tiles complete all as specified and directed.
20
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Demolition of brick work built in cement mortar or cement lime mortar including all quoins, arches, pillars etc but excluding ashlar facing dressed stone work and precast concrete articles complete all as specified and directed.
85
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Demolition of cement concrete (un-reinforced) in ground floor and paving n.exc 15 cms thickness (above or below ground level) complete all as specified and directed.
28
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M & L PCC 1:3:6 type C2 (using 40mm graded stone aggregate) in foundations, filling & mass-concrete complete all as specified and directed.
35
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M&L brick work using sub class 'B' class brick straight or curved on plan exceeding 6.00 mtr mean radius built in cement mortar 1:4 complete all as specified and directed.
75
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All as per item No. 22 above, but except bricks complete all specified and directed.
10
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M&L PCC 1:2:4 type B1 (using 20mm graded stone aggregate) as in copings complete all as specified and directed.
4.7
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M&L 15mm thick cement plaster on fair faces of brick work or concrete surfaces with cement mortar 1:4 finished even and smooth (without using extra cement) complete all as specified and directed.
410
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M&L extra for forming fair finished drain or drain channel 30 cm inner girth in cement concrete using extra cement including forms moulds mitred stopped ends etc complete all as specified and directed.
320
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Surface excavation not exceeding 30 cm deep and averaging 15 cm deep and getting out in soft / loose soil complete all as specified and directed.
100
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Excavation of post hole (or similar holes)each not exc 0.50 cum in soft /loose soil ,getting out ,returning , filling in and raming earth or broken ruble mixed with earth around in layers not exceeding 25 cm ,watering,and removing surplus soil to a distence not exc 50 m and making good surfaces complete all as specified and directed.
14
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Excavation in trenches not exc. 1.50 m wide and not exc. 1.50 m in depth, for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exc. 10 Sqm on plan and getting out in soft / loose soil complete all as specified and directed.
35
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M&L for PCC 1:4:8 type-D2 (using 40mm graded stone aggregate) as in foundations, filling and mass concrete in sub base as in floors. complete all as specified and directed.
3
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M&L for sand filling under floors or in foundations including watering and consolidation all as specified and directed
70
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M & L for Hardcore of gauge exc. 63 mm but not exc. 100 mm, deposited, spread and leveled in layers not exc. 15 cm thick, watered and rammed to a true surface using bricks complete all as specified and directed.
7
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M & L for brick work using sub class `B' brick (Old size) straight or curved on plan exc 6m mean radius built in cement mortar 1:6 complete all as specified and directed.
28
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M&L 100mm thick Plain Cement Concrete 1:4:8, type D-2 (using 40 mm graded stone aggregate) as in sub base etc finsihed even & fair complete all as specified and directed
100
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M & L for 20 - 25 mm thick machine cut Kota stone slab as in flooring over and including 20 mm thick screed bed in cement mortar 1:6, laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including necessary grinding, rubbing, rounding to exposed edges and polishing in granite finish complete all as specified and directed.
90
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Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc. 25 cm thick in each layer as in soft/loose soil complete all as specified and directed.
20
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Removing surplus excavated material (Soil) to a distance not exc. 50 m and depositing where directed at a level not exc. 1.50 m above the starting point complete all as specified and directed.
15
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S&F for hollow rolled mild steel structural steel work in tubular square/rectangular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to IS, 1161-1979 grade St-240 complete all as specified and directed.
1850
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S&F plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment Fe-410-W(Gde-E-250) quality-B complete all as specified and directed.
95
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M&L for applying two coats of cement based paint on plastered wall surfaces over a coat of primer incl preparation of surfaces etc complete all as specified and directed.
35
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