Military Engineer Services Tender
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Costs
EMD
₹ 28,500Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MES_677443_1Bid Award Id
ViewTender No
CWE/JPR/82406/E8Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
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BOQ Items
M&L rendering 5mm thick on fair faces of ceilling,parapet,chajja brick work/stone wall or concrete surfaces in CM 1:3 finish fair and smooth without using extra cement.
400
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-
Material and labour for Prepration of new walls and applying for applying two coats of weather proof exterior emulsion paint(weather coat smooth) using hand roller over a coat of alkali resistant primer on wall etc, complete all as specified and directed.
219
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-
Material and labour for preparation of new wall and applying two coat of distemper oil emulsion complete all as specified and directed.
219
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-
Material and labour for prepration of new surfaces plastered or unplastered ceiling and applying three coat of white wash complete all as specified and directed.
400
-
-
Material and labour for complete removal of existing treatment on walls and applying two coats of weather proof exterior emulsion paint(weather coat smooth) using hand roller over a coat of alkali resistant primer on wall etc, complete all as specified and directed.
8500
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-
Material and labour for complete removal of existing treatment on walls and applying two coat of distemper oil emulsion complete all as specified and directed.
3050
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-
Material and labour for prepration of old Preparing surfaces plastered or unplastered ceiling and applying two coat of white wash complete all as specified and directed.
915
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-
Material and labour for Providing and applying plaster of paris putty of 1 mm thickness over plastered surface to
prepare the surface even and smooth complete all as specified and directed.
400
-
-
Material and labour for wooden door preparation of old surfaces of any description, not otherwise descri-bed, over 10cm width or girth one coat of synthetic enamel paint as specified and directed by engineer in charge.
360
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-
Material and labour for preparation of old steel surfaces of any description, over 10cm in width or girth,not otherwise described one coat of synthetic enamel paint as specified and directed by engineer-in-charge.
250
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-
Supply and fix in repair 25 mm dia SS drapery rod grade 304 medium weight including brackets complete all as specified and directed.
100
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-
Supply and fix in repair Galvanised mild steel wire cloth, 0.63mm nominal dia of wire and average width of aperture 1.40mm and fixed with tinned tacks, or galvanised wire staples in window and door either via welding or any means as specified and directed by engg-in-charge.
300
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-
Material and labour for 3mm thick Sheet glass, ordinary quality and glazing with oil putty in square n exc 0.5 sq. m in each pane
100
-
-
Material and labour for Disconnecting existing tanks having capacity exc500 & nexc 1000 ltrs, setting aside (or lowering if required) for repairs, cleaning, etc. and hoisting if required reconnecting and re-fixing in position. (Cleaning repairing, etc. measured separately)
6
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-
Material and labour for Cleaning and removing all scale and dirt, etc, from tanks having capacity exc500 & nexc 1000 ltrs and from mouths of circulating pipes, etc.
30
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-
Supply & fix as in repair Water storage tanks 500 litres capacity, rotational moulded, double layer polythene (cylindrical vertical with closed top) hoisting and fixed in position on roofs incl dismantling complete all as specified.
5
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-
Demolition of precast concrete articles and precast concrete block walling
1.75
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-
M & L for Providing precast cement concrete type B0 1:2:4(12.5mm graded aggregate) set in CM 1:6 louvres and jallies, 25mm thick (measured solid), including all mould- ings but excluding frame
50
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-
Providing precast cement concrete type B1 1:2:4(20 mm graded aggregate) set in CM 1:6 in window or door cills, lintels, bressumers, steps, quoin blocks (for use with masonry), string courses, copings. kneelers, apex stones, pier caps, columns, posts, boundary pillars, bed plates, pintle blocks, ancho-rage blocks, bonders (for stone walling). corbels, brackets,cover slabs (for man holes etc. (of any section indicated), with plain fair faces, including chamfers, weatherings, throat- ing etc. and setting in mortar complete with joints to match
0.5
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-
Dismantling CGI / asbestos cement (corrugated, semi corrugated etc) sheets in roof coverings including ridges complete all as specified and directed.
15
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-
S&F pre-painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.5mm thik of an colour having tensile strenght of 550 Mpa as in roof covering/ cladding to wall, fixed with self tapping screws/J hook, L-type crancked hook complete all as specified and directed.
15
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-
Dismantling wrought iron or mild steel work of any description not otherwise provided for
8
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-
Dismantling stone slabs and tiles laid dry and pointed in any mortar and any description or thickness in floors aprons etc complete all as directed by Engineer-in-charge
1.2
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-
Demolition of cement concrete (unreinforced) in ground floors and paving not exceeding 15cm thickness (below or above ground level) and removal of same from outside MOD land complete all as specified and as directed by Engineer-in-Charge.
0.9
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-
M&L Cement concrete 1:4:8 Type D2 (using 40mm graded aggregate) as in floor sub base complete all as specified and as directed.
0.9
-
-
Machine pressed precast concrete interlocking paver block with grey cement and pigment any shape and size
confirming to IS 15658-2006 of 60 mm thickness, M-35
Grade laid over 25mm thick sand cushion complete all as specified and directed.
Note:- sand for cushioning shall be measured and paid seperately.
12
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-
- ditto-- as above but except tiles
3
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-
Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete
2
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-
Excavation in post holes (or similar holes ) each n exc 0.50 cu.m, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceding 25 cm soft loose soil.
10
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-
Rolled sections Fe-410- W(GdeE-250) qualityB as in main and cross beams, hip and jack rafters; purlins where connected to common rafters and running rails and guides for sliding doors; fixed with angle cleats or other connecting plates
840
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-
M&L for preparation of new or previously untreated steel surfaces of any description not otherwise described over 10cm in width or girth and applying two coats of synthetic enamel paint (ordinary tint) over a coat of red oxide primer complete all as specified and as directed
30
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-
M&L for sand filling under floors or in foundations including watering and consolidation complete all as specified and as directed.
0.3
-
-
Less Schedule of Credit
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-19350
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