Military Engineer Services Tender
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Costs
EMD
₹ 93,220Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MES_670942_1Bid Award Id
ViewTender No
8239Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
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Documents
BOQ Items
M & L for PCC 1:3:6 type C-2 (using 40mm graded stone aggregate) as in foundation, filling and mass concrete complete all as specified and directed.
62.61
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Demolition of Reinforced Cement Concrete of any description and in any position not otherwise specifically provided for
43.2
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Providing precast cement concrete using Type B1 1 : 2 : 4 (20mm graded aggregate) set in cement mortar 1 : 4 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, anchorage blocks, bonders (for stone walling). corbels, brackets, etc. (of any section indicated), with plain fair faces, including chamfers, weatherings, throating etc. and setting in mortar complete with joints to match complete all as specified and directed.
72
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M&L for mild steel TMT bars 10 mm 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 0.9 mm dia complete all as specified and directed.
4260.71
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Ditto all as per above item no .07 but 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders/tempreture bar etc including other works complete all as specified and directed.
3244.58
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Dismantling of wrought iron or mild steel work of any description not otherwise provided for complete all as specified & directed .
18.22
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M & L for Mild steel angle, flat work as in posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire etc., flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting etc. conforming to Fe-290-Gde E-165 complete all as specified & directed.
2040
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M & L for preparing new steel surfaces of any description exceeding 10 cm in width or girth and applying two coats of synthetic enamel paint over and including a coat of red oxide primer complete all as specified & directed.
295
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Dismantling of fencing wire mesh any type complete all as specified & directed .
968
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Supply only, PVC Coated chain link fencing having wire outer dia 5mm and wire mesh size of 50mm x 50mm complete all as specicfied and directed.
10890
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Fixing only chain link fencing incliding fline wires, any mesh , size and type fixed to any type of standards, rails, straining bolts, etc., incliding provision of binding wire complete all as specified and directed Note : Supply only chain link fencing and line wire will be measeured and paid separetly.
2420
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S & F of 10 mm dia MS screw bolts (machine made) with hexagonal or square heads at one end & screwed the other or screwed both ends ,each screwed end to be fitted with washers & one hexagonal or square nut length of bolt & n.exc 5 cm long complete all as specified & as directed.
180
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Supply only Mild Steel round Bar 10 mm dia Grade Fe-290 (Gde E-165) to be fixed as line wires in Chain Link Fencing complete all as specified and as directed.
6890
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S & F in repairs Galvanised. 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails strain- ing bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. as directed (each line wire to be measured)
55.8
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M & L for preparation of new steel surfaces of any description not exceeding 10cm in width or grith and applying two coats of aluminium paint over one coat of red oxide primer complete all as specified and directed.
1302
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Excavation in post holes (or similar holes) each n exc 0.5 cum eah getting out, returning filling in and ramming earth or broken rubble mixed with each around, in layers n exc 25 cm, watering and removing surplus soil to a distance n exc 50m and making good surfaces in hard/dense soil.
12
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Surface excavation n.exc 30cm deep & averaging 15cm deep & getting out in soft loose soil.
80
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Removing excavated material exc 250m but n. exc. 500m and depositing where directed at a level n exc 1.5m above the starting point.( soils)
16.98
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M&L for hard core of gauge n.exc 63mm deposited spread & levelled in layers n.exc 15cm thick watered and rammed to true surface with broken stones or boulders.
8
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M & L for providing PCC 1:4:8 type D-2 (40mm graded agg) 75 mm thick ,as in sub base to floors.
80
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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 complete all as specified and directed.
80
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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 all as specified and directed.
2
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M & L for glazed finish chequred cement concrete coloured tiles of size 30 cm x 30 cm x 25 mm thick, set, jointed and pointed in neat cement slurry (with gray cement and pigment) and including 20 mm thick in cement plaster in CM (1:6) for fixing tiles complete all as specified and directed.
16.5
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Preparation of new or previously untreated surfaces of concrete and concrete based materials of any description and in any position over 10 cm width or girth and Material and labour for applying two coat of synthetic enamel paint on concrete surfaces over priming paint plaster coats complete all as specified and directed.
15
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S&F rolled section as in roof trusses, main and cross beams, hip and jack rafters, purlins where connected to common rafters,GUSSET PLATE and like confirming to grade FE-410-W Gde-E-250 quality A complete all as specified and directed.
2000
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S&F pre-painted galvalume aluminium zinc coating corrugated steel sheet 0.45mm thick of any colour (as approved by GE) having tensile strength of 550 Mpa as in roofing, self drilling and self tapping screws of suitable size including neoprene and EPDM washers complete all as specified and directed.
65
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M & L for Reinforced cement concrete (Design Mix) M-30 Grade (using 20mm graded aggregates) as in Foundations, rafts, footing mass concrete etc complete all as specified and directed.
3.16
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M & L for Reinforced cement concrete (Design Mix) M-30 Grade (using 20mm graded aggregates) as in Columns, pillars, piers, posts and struts complete all as specified and directed.
1.98
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M & L for Reinforced cement concrete (Design Mix) M-30 Grade (using 20mm graded aggregates) as in Beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and directed by Engineer-in-Charge.
1.32
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M & L for Flat Form work to sides of concrete foundations, foottings, bases of columns, raft and raft beams, sides and soffits of foundation and plinth beams and similar works; vertical or to batter for rough finished surfaces complete all as specified and directed.
19.95
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M & L for Flat Formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including sup- ports, overhangs, etc. also splays between floors and beams, etc for rough finished surfaces complete all as specified and directed.
18.25
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M & L for Flat Formwork to sides of columns square or rectangular or Polygonal in section rough finish surface of concrete complete all as specified and directed.
26.4
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M & L for modular fly ash bricks in Cement mortar 1:6, straight or curved on plan exc 6m mean radius, built in complete all as specified and directed.
13.75
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M & L for rendering external 15 mm thick in CM 1:4 on concrete / fair surfaces of brick work or concrete or brick masonry, finished even and smooth without using extra cement with and including mixing water proofing compound as per manufactureres instructions complete all as specified and directed.
(Note :- Water proofing compound shall be measured and paid for seperately under appropriate item of Sch "A' as supply only.)
68.75
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Supply only liquid water proofing compound (ISI Mark) complete all as specified and directed.
2.55
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M&L 10mm thick internal rendering on brick or concrete surfaces in CM1:6 finished even & fair without using extra cement complete all as specified and as directed.
68.75
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M & L for preparation of newly plastered wall concrete / wall surfaces and Material & Labour for preparation and applying two coats of cement base paint over new plastered surface of wall over new surfaces complete all as specified and directed.
137.5
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Returning, filling in incl spreading, levelling, watering and well ramming in layers nexc 25cm with soil into excavated trenches complete all as specified and directed.
6.03
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Dismantling of Plain or corrugated steel sheeting, any gauge, thickness, including Nainital or similar pattern roof coverings of any height complete all as specified and directed.
34.5
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Fixing only Pre- painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering / cladding to wall, fixed with self tapping screws as specified including scaffoldings of any height complete all as specified and directed.
34.5
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NOTE APPLICABLE FOR ALL ITEMS :- If rate quoted for similar/identical items in same part of Sch ‘A’ is at variance, the lowest rate quoted shall only be considered for payment to the contractor.
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