Military Engineer Services Tender
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Costs
EMD
₹ 40,600Document 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_703474_1Tender No
8887/RNG/E8Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://defproc.gov.in
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Documents
BOQ Items
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Removing excavated material not exc. 50 m & depositing where directed at a level not exc. 1.5 m above starting point complete all as per specified and as directed by Engineer-in-charge.
11
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M&L for Hardcore with broken stones/ boulders of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface, complete all as specified and as directed by Engineer-in-charge.
80.63
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M&L for sand filling under floors or in foundations spreading and levelling in layers not exc. 25 cm thick including watering and consolidation, complete all as per specified and as directed by Engineer-in-charge.
20
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M&L for PCC 1:4:8 type D-2 (40mm graded stone aggregate) as in foundations, fillings and mass concrete complete all as per specified and as directed by Engineer-in-charge.
9.8
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S&F of TMT bars 8mm dia and over, 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 as directed by Engineer-in-charge.
20
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S&F of TMT bars 6-8mm dia, cut to length, bent to shape required, in stirrups, spacers and binders and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips, complete all as specified and as directed by Engineer-in-charge.
8
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S&F of Mild 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, complete all as specified and as directed by Engineer-in-charge.
600
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S&F of mild steel flat iron or other steel section as in hold-fast, wall tie, wind ties for roof including drilling, securing bolts and similar work conforming to Fe-290 Gde E-165, complete all as specified and as directed by Engineer-in-charge.
2
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S&F of mild steel Framed work such as door, gates, 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; railings; framework of water tanks and similar work conforming to Fe.290.Gde-E-165, complete all as specified and as directed by Engineer-in-charge.
90
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M&L for Brickwork with sub class 'B' bricks, straight or curved on plan to any radius built and set in cement mortar 1:6, complete all as per specified and as directed by Engineer-in-charge.
12.12
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M&L for Brickwork with sub class 'B' bricks, straight or curved on plan to any radius in half brick thick walls built and set in cement mortar 1:4, complete all as per specified and as directed by Engineer-in-charge.
57.5
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M&L for Rendering 10mm thick in cement morter 1:6 on the ‘other’ side of lathing or other than fair faces of brick work/ concrete surfaces, finished even and smooth (without using extra cement), complete all as specified and as directed by Engineer-in-charge.
50
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M&L for Rendering 15mm thick in Cement Mortar 1:4 in two layers on one side of lathing, fair faces of Brick Walls/Concrete Surfaces, 5mm thick top layer mixed with WPC as per Manufactures instruction, plastered surfaces finished Even and Smooth without using Extra Cement, complete all as specified and as directed by Engineer-in-charge. NOTE: WPC shall be Measured and Paid as ‘Supply only’ under relevant Item.
35
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Supply only Integral waterproofing compound, complete all as specified and as directed by Engineer-in-charge.
2
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M&L for Flush pointing to brick walls in cement morter 1:4 including raking out joints as work proceeds, complete all as specified and as directed by Engineer-in-charge.
1.3
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M&L for Providing Cement Concrete 1:2:4, type B-1 (20mm graded aggregate) as in Coping, edging, etc. and finishing the Concrete surfaces Fair and Even including necessary Formwork required at Site(s), complete all as specified and as directed by Engineer-in-charge.
0.2
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M&L for providing 38mm wide glass dividing strips, 3mm thick, inserted in position, conform to design, complete all as specified and as directed by Engineer-in-charge.
15
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M&L for providing 100 mm thick Cement concrete type D-2, 1:4:8 (40mm graded stone aggregate) as in sub-base of floor/ path/ hardstanding/plinth protection, etc. or similar works, laid in altenate bays including use and waste of form work and finishing concrete surfaces even and rough, complete all as per specified and as directed by Engineer-in-charge.
615
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M&L for providing 75 mm thick Cement concrete type C-2, 1:3:6 (40mm graded stone aggregate) as in floor/ path/ hardstanding/plinth protection, etc. or similar works, laid in altenate bays including use and waste of form work and finishing concrete surfaces even and fair, complete all as per specified and as directed by Engineer-in-charge.
18
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M&L for providing 100 mm thick Cement concrete type B-2, 1:2:4 (40mm graded stone aggregate) as in floor/ path/ hardstanding, etc. or similar works, laid in altenate bays including use and waste of form work and finishing concrete surfaces even and fair, complete all as per specified and as directed by Engineer-in-charge.
400
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M&L for Machine cut kota stone slab flooring 15-18mm thick over 20mm thick cement screed base 1:6, laid 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 as directed by Engineer-in-charge.
50
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M&L for Machine cut kota stone slab in riser of steps, skirting, dado and pillar 15-18mm thick over 10mm thick cement screed base 1:3, laid 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 as directed by Engineer-in-charge.
6.5
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M&L for providing PU finished Chequered cement concrete coloured tiles 30cm x 30cm x 25mm thick, set, jointed and pointed in neat cement slurry in floors., laid over 20mm thick cement screed 1:6 with grey cement and pigments to match, complete all as per specified and as directed by Engineer-in-charge.
130
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M&L for Forming 12mm thick Expansion joints for 100mm thick concrete slab filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, Grade ‘A’, complete all as per specified and as directed by Engineer-in-charge.
38
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S&F of 100 mm long Butt hinges, medium weight, Stainless steel, complete all as specified and as directed by Engineer-in-charge.
2
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S&F of 0.50mm thick Pre-painted galvalume aluminum zinc coating GI based corrugated steel sheet 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 as directed by Engineer-in-charge.
130
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S&F of 0.50mm thick Pre-painted galvalume aluminum zinc coating GI based plain steel sheet 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 as directed by Engineer-in-charge.
15
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M&L for preparing newly plastered surfaces of wall and applying three coats of white wash, complete all as specified and as directed by Engineer-in-charge.
20
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M&L for preparation of new or previously un-treated steel/iron surfaces of any description, not otherwise described, over 10cm width or girth and applying two coats of Synthetic enamel paint (1st quality) of any tint over a coat of red oxide primer, complete all as specified and as directed by Engineer-in-charge.
34
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S&F of 75mm dia PVC (SWR) pipes single socketed, in any length with rubber ring joints, fixed to walls, complete all as specified and as directed by Engineer-in-charge.
5
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